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Allestad <br /> June 18 , 1990 <br /> SCOPE OF WORK <br /> our geotechnical evaluation included subsurface exploration, <br /> enqineering evaluations, and the preparation of this report. <br /> The scope of work included the following specific tasks: <br /> o Excavated five test pits to depths ranging from <br /> 6.5 to 12 feet below the ground surface to obser e <br /> the subsurface soiJ. conditions. Approximate <br /> locations of the tesc pits are shown on Figure 2. <br /> o Continuously logged the subsurface conditions, as <br /> encountered in the test pits at the time of <br /> excavation. Logs of the test pits are presented <br /> on the summary sheets of Appendix A. <br /> o Performed engineering evaluations of the site <br /> conditions and developed appropriate recom- <br /> mendations for foundations systems, temporary <br /> excavations, retaining walls and site gradinq. <br /> o Prepared this geotechnical report summarizing our <br /> findings and recommendations for site development. <br /> EXISTING SZTE CONDITIONS <br /> The proposed residence site is located ir, a small swale area <br /> at the extreme southerly end of the Pigeon Creek canyon in <br /> Everett, Washington (see Figure 1) . The site is bordered by <br /> residential property on the east and south, �y an Everett <br /> sewage pump station on the west and by Magnolia Avenue on <br /> the north. At the time of our field investiqation, the site <br /> had been previously cleared but was undeveloped. Vegetation <br /> on the site consisted primarily of heavy blackberry growth <br /> on all but the east slope which was covered with grasses and <br /> brush. The heavy blackberry growth had recently been cut <br /> down but cuttings remained on the site. Some large (18 to <br /> 24 inch diameter) tree stumps were observed in the east <br /> central area of the site. <br /> Topoqraphy in the site vicinity is generally rather flat <br /> lying except for the small swale in which the site lies as <br /> shawn in Figure 1. Local site topography is approximately <br /> depicted on Figure 2. The existing site topography consists <br /> of a relatively flat lying area in the southwest quadrant of <br /> �he site which slopes up gently to Magnolia Avenue at the <br /> north end of the lot. At the north-central area of the site <br /> a low area exists which appears to have been created by fill <br /> placement from the consturction of Magnolia Avenue and other <br /> sources. On the east side a short but steep slopa exists <br /> along the full lengtY. of the east property boundary. The <br /> east slope drops down steeply from the adjoining lot to the <br /> east with slope angles measured in the ranqe of 20 to 40 <br /> Page No. 2 <br /> Project No. 90-122-01 <br />