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�;�� GC'07G'ST <br />"�anr:r._.-n` <br />„�..y�.�, <br />November 7, 2008 <br />Job No. 08-0764 <br />First Ahase Construction <br />PO Box 2784 <br />Eve�ett, Washington 98213 <br />Attn.: Tony lazeolla <br />Re: Site Evaluation <br />296 Woodla�v� Avenu a <br />Everett, Washington <br />Dea! Mr. lazeolla: <br />Il' I.I_I�f I);':� <br />@i-Ar�=n.v:a9?S15 ]rJAl:i'F <br />:r�cr.�r��.v�..�[ �.e•": , <br />.. x��p:vn. v:T oclld :8: L". 5PR: ��9 �s; ]_ . <br />C6�1 �'OG� <br />Geoiest was at the above site on Movember 6, 2008 to observe site conditions <br />and to determine i` the planned construciion is appropriate for the lot and existing <br />subsurface conditions. Tne property is bcated off the northeast side of <br />Woodlawn Avenue, directly behind 926 �Noodlawn Avenue. The aroposed <br />construcfion is to consist of a 1,640 square foot, two story residence, with the <br />bottom story consisting of a d�ylight basement. Cuts for the daylight basement <br />2re anticipated to be approximatcly 4.5 feet. <br />The lopography in the area of Ihe residence slopes downward to the north al an <br />in;.lination of approximately 5H 1�� (horizontal: vertiral). At the time of our visit, <br />we did not observe obvious vi:,ual indications of slope instability, such as fresh <br />soil exposures, areas of hum nocky topography, scarps, tension cracks, sag <br />ponds, excessively curved or knocked-over tree irunks, or unexpiainable <br />��egetative anomalies. Vegetati�m on the Nroperty consists o( a grass lawn and. <br />A small test pit near the south end of the property had been excavated for utilities <br />and exposed the native, brown, gravelly subgrade. <br />In and around the footprint of tF e proposed residence, the subgrade was probed <br />with a 3!8 inch, pointed, stainle>s steel rod. The subgrade was very dense and <br />unyielding and should provide adequate supporl for the proposed residence. <br />Based upon ihe dense soils >ncountered on the properly, we fee! that the <br />daylighf basemenl style cons niction is appropriate and that the proposed <br />construction would not aciver.:ely affect the subject slope or any adjacent <br />properties. <br />Pagc 1 0` 2 <br />� ����1�_-;U ��� <br />Nov�,,; <br />CITY OF t=:�.�i= ;E TT <br />Permit <�� . <br />Z d LZL£-S9E 9Z4 e£Z 60 80 LO AON <br />