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i <br /> I <br /> C � <br /> o <br /> 1 . <br /> C <br /> y x I EARTH AIVALY51Y <br /> K O CIVIL A {OILS ENGINEERING <br /> H �J <br /> 1'ENCOUTiON TEST$,DA AiNFIfIO DESIGNS <br /> � <br /> H .30 $0$1NE1401n SL.SNOW.WA 981$IUITI IM <br /> In H ON ROH <br /> zo December 1P, 1991 <br /> F] 17 <br /> M g Randy Clark <br /> 237 Elm Street <br /> z y Everett, Wa. 9P203 <br /> Li I <br /> g ti H I Attentions Mr. Randy Clark and Interested Parties. <br /> C)n y i <br /> �a7 <br /> Subject: Geotechnical It,vestigation Report. <br /> o Sites Lots 19, 20, 23, Plat of Hanabrook. <br /> Dear V.r. Clark, i <br /> Submitted herewith per your request is a geotechnical report <br /> describing and delineating soil, slope and groundwater condit- <br /> ions as encountered during our field investigation of the abov <br /> mentioned site and vicinity. <br /> The pu.pose of this report is to provide conclusions and rec- <br /> ommendat'-ons concerning grading, drainage, slope and foundatio <br /> soils stability{ in the interest of providing and maintaining <br /> safe and stable building sites for three proposed single family <br /> residences. <br /> CD Site Location and Descriptions <br /> The site is located in the Eaverly nark district of the City <br /> of 3verett. (S.E.; Sec. 3, Twp. 2FNI Rge. 4E. ) , and is boundep <br /> to the northeast by a structural fill slope which approximates, <br /> e the pre-existing, topography. The proposed building sites are <br /> located on a cut and structurally filled terrace, and bounded <br /> _ by residential building lots or cul-de-sac roadway, <br /> `1_' <br /> Top of embankment as seen <br /> from the south property lin <br /> of Lot 19. <br /> � View to N.W . Note slope <br /> angle and berm. <br /> i <br /> A <br /> rA,9rq AMUYS/S <br /> l � <br />