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506 E VIEW RIDGE DR 2016-01-01 MF Import
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506 E VIEW RIDGE DR 2016-01-01 MF Import
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Last modified
3/8/2017 6:28:34 AM
Creation date
3/8/2017 6:28:07 AM
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Address Document
Street Name
E VIEW RIDGE DR
Street Number
506
Imported From Microfiche
Yes
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. "`� <br /> a <br /> 1 <br /> f., . �� � � <br /> i <br /> � <br /> ��Y <br /> ��� � ..�..v I <br /> N � � � � � <br /> � <br /> ��d1 : � � . -. , � ' r� � <br /> ��� �. <br /> ��� GEOTECH I <br /> �� CONSIJLTANTS, INC. <br /> ,(�„��g ' 1325fi ti.E.20th SL INnrthu'+N'ay6 Suilc lfi <br /> Q� O Uclie�vc lVA 9N0(IS � <br /> ��y�y 12�Ifi1 i-07-$filA <br /> H� f.061.'4J-i959 '� <br /> � NH ' <br /> �uM I <br /> $Z� October 22, 1991 � <br /> ��� ' <br /> y Jk 91322 i <br /> ► O tn <br /> - Kel vi n and Patti earton <br /> P.o. eor. 7651 , � <br /> Everett, Washington 98201 I <br /> Subject: Geotechnical Engineering Study � <br /> Proposed Single-Family Residence � <br /> Lot North �f Intersection of Hoine Place and <br /> East View Ridge Drive ' <br /> Everett, Washington ' <br /> i <br /> Mr. and Mrs . Barton : � <br /> We are pleased to presen: this geotechnical engineering report � <br /> for the proposed single-family residence to be cor�structed in <br /> Everett, Wachington. The purpose of our work was to explore i <br /> (C��' site surface and subsurface conditions and to provide general <br /> � earthwork recommendations and design criteria for foundations , � <br /> '.J ! and retaining walls . 7he work was authorized by your <br /> 1racceptance of our proposjel , P-9595 dated Sept.ember 25, 1991 . <br /> _ , , <br /> ' `.� The subsurface conditions of the - posed building site were <br /> explored with two test pits. The explorations generally <br /> encountered dense, silty sands . 7he proposed structure can be <br /> i1�. supported on conventional foundations bearing or the dense <br /> �� sands. Considerations regerding reducing the potential for <br /> slope movements must be �ddressed during design and <br /> construction. <br /> The attached report contains a discussion of the study xnd our <br /> �"'6 recommendations . Please contact us if there are any questions <br /> regarding this repor*., or if we can be of further assistance <br /> during the design phase of this project. <br /> ' ��� <br /> �� Respectfully submitted, <br /> , � GEOTECH CONSI�LTANTS , INC:. ; <br /> �'� � �x� ',� <br /> J mes R. Fin ey, Jr . , P.E. <br /> , �rincipal <br /> = -'��i <br /> .,� <br /> � <br /> ;� <br /> x.� . <br /> ., �,,��„ __._ _ <br />
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