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4 <br /> � <br /> 1 REPORT <br /> GEOTECHNICAL ENGINEERING SERVICES AND <br /> ' PHASE 1 ENVIRONMENTAL SITE ASSESSMENT <br /> PROPOSED BUILDING, LOT 2E, SEAWAY CENTER <br /> IEVERETT, WASHINGTON <br /> FOR CINTAS <br /> � INTRODUCTION <br /> � This repoR presents the results of our geotechnical engineering services and Phase I FSA <br /> � (Environmental Site Assessment) for your proposed projact on Lot 2E in the Seaway Centa <br /> located near Everett, Wachington. Lot 2E encompasses approzimately 10.6 acres and is located <br /> Ion the west side of Mecrill Creek Parkway. 'It�e location of the sita is shown relative to <br /> � surrounding physical features on the Vicinity Map, Figure 1. <br /> 1 Our understanding of the proposed project is based on review of a set of preliminary design <br /> drawings dated January 26, 1994, provided by Fecrari Design Group, and discussions with <br /> � various members of the design team. We understand that the projed will consist of development <br /> of the eastern portion of the site, including construction of a concreta tilwp building and paved <br /> pazking, truck maneuvering aod loading areas. The preliminary layout of the building and <br /> I pavement areas is shown in Figure 2. 1Le footprint of the plamed building is approximately <br /> 50,000 squaze fcet. 1Le building floor will be an on-grade slab with the finishod floor at <br /> � Elevation 602 fcet. Floor loading information has not been provided, but we aaticipate losda in <br /> the range of I50 to 250 pounds per squaze foot. Recessad rampa aze plannad along the south and <br /> west sides of the building to altow dock-high access doors for ttucks. Based on the Preliminary <br /> + Grading, Drainage and Utility Plan included with the preliminary design drawings, sito gradiag <br /> � will indude cuts ranging from about 1 to 5 feet deep within the eastern poRion of the pavemeat <br /> r area and fill ranging from about 1 to 4 fe�thick within the western portion of the pavement area. <br /> � Within the building area, grading will raquire cutting up to about 1 foot in the eastem poRion <br /> , and fill ranging up to about 3 fcet in the northwestern corner. <br /> � _ <br /> PURPOSE AND SCOPE <br /> � GENERAL <br /> The purposes of our services aze to develop geotechnical recommendations and design <br /> r criteria for the proposed building and pavement areas and to research the potential presence of <br /> � subsurface contamination by hazardous materials that may ezist on the propeRy due to past on- <br /> and off-site activities. <br /> i <br /> ( <br /> ( G e o E n g i n e e r � 1 Rk No.3266-0OZ-ROl/020394 <br />