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� <br /> . � <br /> � GEOTECH <br /> CONSULTANTS, [NC. August 17, 1998 <br /> i�zse�r�mn s��.��.s���� ia <br /> �����"°� `�•,� vy'"�s JN 98313 <br /> . �a�5�7a7-SG�s <br /> FAX 11';�7�17�Si61 <br /> '^.� 1 i= !�i .. <br /> ; :. l,. � �C' i� !I. 4--� <br /> - - )�� � �;, � � �(�f(�� <br /> SteHen Jacobson � <br /> 3035 Fairweather Place � �J/ <br /> Hunts Point, Washington J8004 1002 "�� -' u 19Ja --� <br /> Subject: Geotechnical Engineering Study <br /> �1 j �j' r� I:I�CI�T <br /> Proposed North Point Apartments ��" r�;r ^: <br /> , ,,•,:,,,,J <br /> East Marine View Drive <br /> E�arett, Washington <br /> Dear Mr. Jacobson: <br /> We are E�leased to present this geolechnical engineering report for the proposed North Point <br /> Apartments to be constructed on East Marine View Drive in Everett, Washington. The scope of our <br /> work consisted of exploring site surface and subsurface conditions, and then developing this report <br /> to provide recommendations for general earthwork and design criteria For foundations, and <br /> retaining walls. You authorized our work by accepting our proposal, P-4616, dated July 14, 1998. <br /> The subsurface conditions oF the proposed apartment complex were explored with ten test pits that <br /> generally encountered a thin topsoil layer and 3 to 5 feel of loose to medium dense wealhered soils <br /> overlying dense to very dense glacial till. However, in th�� �vestern third of the property, 6 l0 10 feet <br /> o( unengineered fili overlies lhe native soils. Based un the proposed basement levels for the <br /> buildings, we anlicipate that the fill soils will be removed during site excavation. Conventional <br /> (ootings bearing on the dense, native soils beneath the topsoil and loose weathered soils should be <br /> used to support the proposed apartment buildings the weathered soiis and structural fill can be <br /> used t� supoort lhe basement slabs. In general, much of the ornsite soiis are moisture sensitive <br /> and will make �vet weather grading and earthwork more diFficult. <br /> The attached report contains a discussion o( the study and our recommendations. Please contacl <br /> us i( there are any questions regarding this report, or if we can be of furiher assistance during the <br /> design and construction phases of this project. <br /> Respeclfully submitted, <br /> GEOTECH CONSULTANTS, INC. <br /> J ' � <br /> - � Robert War , P.E. <br /> Associate <br /> ��" <br /> � DRW: alt <br /> � �-�-----�-"- <br />