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Everett General Hospital & Medical Center W-5557 <br /> 29 March 1988 Page 2 <br /> would be five stories high, with a lower floor elevation of approximately 214 feet. <br /> The parking structure would be six levels, with a lower floor elevation varying <br /> from approximately 204.5 to 216 feet. We understand that maximum interior and <br /> exterior column loads for the parking garage are estimated at 1500 and 750 kips, <br /> respectively. It is anticipated that column loads for the office building will <br /> range up to about 500 to 600 kips. <br /> The site is presently used as an asphalt-paved parking area. Existing ground <br /> surface elevations in the proposed building sites vary from approximately 218 feet <br /> to 224 feet. The parking lot generally slopes down to the east. The east property <br /> line is bordered by a retaining wall on the order of 4 to 6 feet high. Numerous <br /> existing utilities are present on the site. <br /> The purpose of this study was to establish general subsurface conditions at the <br /> site from which conclusions and recommendations for foundation design and <br /> construction for the project could be formulated. The scope of work consisted of <br /> field explorations, review of previous field explorations by others, geotechnical <br /> engineering analyses and report preparation. In the event of any changes in the <br /> nature, design, or location of the structures, the conclusions and recommendations <br /> contained in this report should be reviewed and modified, as necessary, to reflect <br /> the changes. This report has been prepared for the exclusive use of Everett General <br /> Hospital and Medical Center, and their design consultants for this project, for <br /> specific application to this project in accordance with generally accepted <br /> geotechnical engineering practice. <br /> 1 <br /> 3.0 SITE CONDITIONS <br /> 1 The site conditions were evaluated for this study in March 1988. Subsurface <br /> conditions are described below, while the exploration procedures and interpretive <br /> logs of the explorations are presented in Appendix A. The proposed site development <br /> and approximate locations of the explorations are indicated on the Site and <br /> 1 Exploration Plan, Figure 1. <br /> j <br />