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REPORT <br /> GEOTECHNICAL ENGINEERING SERVICES <br /> ` PROPOSED MULTI-FAMILY DEVELOPMENT <br /> ' MERRILL CREEK PARKWAY <br /> - EVERETT, WASHINGTON <br /> INTRODUCTION <br /> ; This report presents the cesults of our geotechnical enginaring services for a proposed <br /> multi-family development on Schnitzer Northwest properry along Merrill Creek Parkway in <br /> � ' Everett, Washington. The westem property boundary is located about 1,000 feet wa�of where <br /> ' the pazkway crosses Merrill Ring Creek. A viciniry map showing the site location is pttsented <br /> as Figure 1. <br /> ' . The site is currendy an ur.developed, densely forested property comprising approximateiy <br /> 14.4 acres. An approximate 200-fuot-widc, upland beuch is situated on the westem boundary <br /> � of the site. The site slop=s down from this watern, upland bench to Merrill Ring Creek located <br /> ' near the eastern boundary. Several access roads are cut into the slope and tnverse the central <br /> � ' area of the property. <br /> � We understand the proposed complex will include several two- to three-story framed <br /> buildings with step-down foundations. The 41NCtU[GS fllflY include "daylight" buements. <br /> f Regrading of the site will be accomplished to the extent necasary to suppor� the structures and <br /> provide suitable infrastnicture. A spccific grading plan had not been developcd at the time of <br /> ' this report. Key issua for project development include an usasment of geologic hazards and <br /> � slope stabiliry, and general geotechnical recommendations including site preparation and <br /> - earthwotk, erosion control rreasures, building foundatic n support, pavement subgrade <br /> j preparation, and utility installations. <br /> : <br /> SCOPE <br /> ' The purpose of our geotechnical enginaring setvices is to review the ezisting subsurface <br /> � � information and complete additionsl test pit explontions as a basis for developing <br /> recommendations for site earthwork and fou�ation support. Jur specific scope of services <br /> r <br /> includes the following tasks: <br /> 1. Evaluate the subsuriuce soil and ground water conditions by excavating 10 test piu with a <br /> trackhoe. <br /> i- 2. Fvaluate pertinent physical and engiaeering eharacteristics of the site soils fec::�the re.,ults <br /> ' ' of�aboratory tasts perfomxd on sempla obtained from the exploratioro. <br /> _ 3. Provi�e recommonded criteria for site grading including stripptng ud excavuior. of any <br /> I unsuitab;e soils, use of on-site soils in strucmral fills, u.. cdteria for imponed fll � <br /> �-� G e o E n 6 i n e e r s 1 Pik No, 1/60.006-7'r�130/111297 <br /> ; , <br />