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.—. <br /> � Geo�En�ineen <br /> � Apiil 19, 1993 fcmccbnical. <br /> fcocm�ironmenlal and <br /> Gcolog%c Scrcires <br /> Select HOmes <br /> 237 Elm Strat <br /> Everett, Wachington 98203 <br /> Attention: Mr. Randy Clazk <br /> Building Setbeck Conditions <br /> Hanabrook Development <br /> Divisions III and N <br /> EverNt, Washington <br /> File No. 2670-005-R06 <br /> 'ILe purpose of this letta is to oudine reduced building setbacic conditions for location of <br /> 6omes at the tops of slopes on Divisions III and N of the Hanabrook Development in Evuett, <br /> Wuhiogton. 7bis hac beee discussod with Mr. Randy Clark of Select Homes, Mr, pat McCourt <br /> of Untvexaa!Brokaage Corporation, end Mr. Michael Crowson of WdcH Pacific. <br /> We have observed no signs of instebiliry on native slopes in Divisions III and N. Fill <br /> slopes on Divlsioat If[and N wae constnaaed with awctural fiil consisting of on-site graaular <br /> soils under tull-time monitoring of a quslified individual from our fum. 'ILe structural fili is <br /> keyod into existiag firm native soils and fiU placed to achieve the final slope grades hac been <br /> properly benched inw existing native materials and compacted to 95 percent of MDD (ma�cimum <br /> dry density)according to the specificadons of the ASTM D-1557 test procedure. In addition,the <br /> lots are graded to slope away from the tops of slopes and all slopes have been covered with jute <br /> matting and hydroseeded for erosion protection. <br /> In our opinion, where slopes have been placed, compacted, graded, and vegetated as <br /> described above, the minimum building s�iback distance can be reduced to 10 fect. The setback <br /> dista�ce is the horizontal distance measured from the front face of the footing to the face of the <br /> slopf:. It should be understood that if the setback distance is reduced to 10 feet, the risks of <br /> losing access, reducing the design life of the foundations and having slope movement impact the <br /> house foundations are incrcased. <br /> 1.�..',� � . <br /> � � <br /> �Cl:�� '.n. . _ `� . <br /> � .t��� i.. . . �i <br /> T.l\.`�.b�.�' .�• <br />� <br />