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� <br /> GEOENGINEERS� <br /> April 9 2004 <br /> �tikc Vancc <br /> 5000 Seahurst Avenue <br /> I3vcrett, Washingion 98201 <br /> Subjcct: Rcport <br /> Geological and Gcotcchnical Evaluation <br /> 5000 Scahurst Avcnuc <br /> Gvcrctt,Washington 98201 <br /> �ilc No. 1 I 078-001-00 <br /> INTRODUCTION AND PROJECT UNDERSTANDING <br /> This report presents thc results of our geological and geotcchnical cvaluation for the proposcd new <br /> dcck on thc wcst sidc of thc residencc at 5000 Scahurst in Everett, Washington. Thc approximate <br /> location of Ihc property is shown on thc Vicinity Map, �igure I. <br /> Wc understand tha� you �vill bc adding an approximate 10-foot-wide deck addition on the west <br /> portion of the existing structure where the property is rclativcly Ievcl. Farthcr to the wcst, the property <br /> slopcs down at an avcragc inclination of roughly 2H:1 V (horizantal to vcrtical). T\vo- to threc•foot-high <br /> tcrraccd Ulock walls arc locatr.d in thc upper portion of thc slope. Bccausc of thc proximity of thc <br /> rcsidcncc to thc slopc, thc sitc is govcmcd by Section 37.080 of thc Ciry of Fvcrctt's Critical Area <br /> Ordinancc. <br /> PURPOSE AND SCOPE <br /> '1'he pur��ose of our gcologic and gcotechnical enginecring scrvices is ta complete a gcologic <br /> rcconnaissancc and cvaluatc surficial gcaicchnical conditions at thc sitc as a basis for devcloping <br /> rccommcndations I'or ihc dcck supports. Wc complctcd thc following spccific scopc of scrviccs: <br /> 1. Rc��icw and cvaluatc gcologic m�ps and in-housc gcotcchnical rcports,as availablc and appropriatc. <br /> 2. Complctc a silc visit to obscn•e slapc and drainage condilions and e��alimte the surficial geology. Our <br /> rc��icw ol'surfacc condilions consisls of an cvaluation of soil c�posures along thc slopc, cxisting and <br /> potcntial sccpage conJitions, and ncar-surfacc sail conditions by cxcavating with shallow hand tools. <br /> Our scrviccs also includc photographic documentation of thc slopc and immcdiatc surroundings. <br /> 3. Describc gcologic and ncar-surfacc soil conditions bascd on thc results of uur gcologic rcvicw anJ <br /> ficld obscrvations. <br /> A. Assess long-tcrm slopc stability of thc lot. <br /> 5. Provide preliminary foundation Jc�ign recommendations. <br /> 6. Provide recommend:uions for surface and subsurface Jrainage considerations as appropriate. <br /> 7. Summarize our obscrvations and mcunmundations in a hrief, wriucn report. <br /> ��ti� - - <br /> - 'G <br /> S �d: — <br /> e.1M scle�e.«r.ewnNro �`' �' ry <br /> , , �fl il�� A�K. <br /> , ' �Il�.i i I� (�; � +�n��i ,�� ^ <br /> � ` !1 � '1 �� ^�'t�� ''�q' <br /> � � K�` .� i ...�.a y!e x <br /> .. c.� t. '�•LA�. S„ <br />