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Geotechnical Engineering Evaluation NGA File No.988017 <br /> East Marine View Drive Warehouse May 19,2017 <br /> Everett,Washington Summary-Page 2 <br /> through the upper loose/soft soils. Compacted crushed rock fill is placed within the excavations to <br /> further densify the upper loose/soft soils and reducing the potential for future settlement within the <br /> building elements. The building foundations and slab are then supported directly on the compacted rock <br /> aggregate piers. <br /> All slab-on-grade surfaces should be designed as structural elements, supported on the rock aggregate <br /> piers, and sized and reinforced accordingly. In the attached report, we have also included general <br /> recommendations for site grading,pavement subgrade and drainage. <br /> It has been a pleasure to provide service to you on this project. Please contact us if you have any <br /> questions regarding this report or require further information. <br /> Sincerely, <br /> NELSON GEOTECHNICAL ASSOCIATES, INC. <br /> Khaled M. Shawish, PE <br /> Principal <br />