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GEOTECH <br /> CONSULTANTS, INC. <br /> 1325G N.@.20th St.�Northup Way).Suitc 16 ' <br /> Uclleme,WA 9g005 <br /> (Z�6I7A7-5G18 September 28 1gg5 <br /> FAX 747$SG1 � <br /> JN 95292 <br /> The Quadrant Corporation <br /> P•O. Box 130 <br /> Bellevue, Washington 98009 <br /> Attention: George Sherwin <br /> Subject: Geotechnical Engineering Considerations D � � � � " � D <br /> Proposed Manutacturing and Ofiice Building D <br /> Lo ts 2 C a n d 2 D A U G 0 S 1 9 9 6 <br /> Seaway Boulevard and Merrill Creek Parkwa ....... . ..'.......... ...... ............. 1 ;Ilti:`+� "'�•' <br /> Y CIfiY OI� lVEALTT ... � : ; �r�. <br /> Everett, Washington �'�'` ��' <br /> �w/� hrmk Caunter � ,�°'' <br /> Dear Mr. Sherwin: <br /> This letter presents geotechnical engineering considerations for the proposed manufac- <br /> turing and office development in Everett. The preliminary earthwork that has been <br /> completed at the site includes the construction of a large `building pad." Our personnel <br /> made periodic site visits during construction, observing the stripping of surficial organic <br /> soils and perform:iny densiry tests on compacted filis. <br /> ' We were notified of the earthwork on August 15, 1995 and made our first site visit on August <br /> 16, 1995. Before our arrival, we were supplied with a preliminary site plan. The plan <br /> indicates a potential building pad site within about 110 feet of the curb lines of the adjacent <br /> streets (Seaway Boulevard to the south and Merrill Creek Parkway to the east). During our . <br /> first visit, when we observed that strip�,ng and filling work had begun, we were also shown a <br /> topographic map that indicates the final grading for the site. The map also includes the <br /> locations of numerous numbered stakes. The surveyor used these stakes to provide cut <br /> and fill information for the project. We were subsequently provided with a copy of this map, <br /> and we used the stake numbers to locate our density tests, <br /> Lots 2C a��d 2D have approximately 800 feet of shared frontage on their eastern sides along <br /> Merrill Creek Parkway. The widths of these lots are between 720 and 1,046 feet. The <br /> development will spread out along the entire 800 feet of street irontage, but it will only <br /> extend approximately 500 feet west of the eastern property line. Before the earthwork, the <br /> ihe development area's highest point was a knoil with an approximate elevation of 614 feet <br /> on the development area's southwestern side. A low, swale ran through nearly the entire <br /> development area irom the southeast to the northwest, with its lowest point at its north- <br /> ---J:?� <br /> l� <br /> � <br /> � <br /> �r�� -- - - s -- <br />