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� JUN 25 '99 17:43 i0•8213213 FNOM-PI}9ET SOUqD PR9PERilES T•OA1 P.02/�+1 F-193 <br /> . . • ' � . �' <br /> .GEOTECH ��� <br /> CONSULTANTS. �Nc. �54a�-� <br /> 17YSG N.E.2qA Sl INathup Wayl.Suke 16 . <br /> ��"'�W�� September QB, ?995 <br /> (20�7q•SGiB <br /> F,1K T�7d`.�6! <br /> , JN 95292 <br /> 7he Quedrant Corporotion <br /> P.O. Box�30 <br /> 8eilevue,Washington 98009 <br /> Attention: Gewge Shenvin <br /> Subject: Geotechnical Engineering Considerations <br /> F�oposed Manufacturing and OHice Butlding <br /> Lots 2G and 2D <br /> Seaway Boulevard and Merrifl Craok Parkway <br /> Everett,Washington <br /> Dear Vlr.Shervvfn: <br /> This letter presents g�otaahnical engineering.cons(deradons 1or the propesed manutac- <br /> turing and o8ice development ;n Everett. The praliminary earthwork that has been <br /> complehd at the site Includos the construction of a larye 'bui(ding pad' Our personnel <br /> made periodie site visits durn� consiruction, obsorving tha s�ripping ot a��rficial orgenic <br /> solls and peAorming density tests on compacied fills. <br /> �Ne wers notified ot tho earthworlc pn�\ugust 15, 1995 and mede our first site visic on August <br /> �6, 1995. Before our aRival, we were supplied with a prelimfnary site plan. The plen <br /> indieates a potentlal building ped sito within about 1 to het of the c�tb Ilnes ot tha adjacent <br /> streets (Seaway Boulevard to Ihe south and Mer»II Creek Parkway to tho aast). During our <br /> firai vi�it,when we observetl t'�at sthpping and fili(ng work had begun,we were aiso shown a � <br /> topographie map that indicr.tes the finel grading for the site, The map also includes the <br /> locations of numerous numbered stakes. The surveyor used these slakes to provide cut <br /> and fill information for tha pro;ea, We were subsequently provitled with a copy of ihis map, <br /> and we used the stake numbers to locate our densiry tests. <br /> Lots 2C and 2D have approximately 800 toQt of chared honlege on their eastam sicfes along <br /> Mercill Geek Parkway. The widths o( theso iots are between 720 and 1,0�6 leet. 'fhe <br /> deve'�oment wili spread cut elo�g the entire 800 feet of street frontage, but it will enly <br /> exten� approximately 500 faat wast o( the easlern property line. Ba�ora tho oarthwork, the <br /> ;he develoament area's highest point was a knol! with an approx?mate elevation ol 614 fee: <br /> on the davelopmenl zrea's southwostarn eide. A low, swale ran through nearly the entire <br /> tlevetopment area(rom the southeast to ihe nerlhwest, with ils Iowest point at its north- <br /> �'�Y <br /> O <br /> � <br /> �'' ����`V 19°'9 <br /> d^�—..._.��—�� ��N `�5 N GR�VP <br /> FEAPPP\o�s� <br />