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�, I <br /> yY <br /> �AM�S <br /> �. °=..:�,_ <br /> � � EflFiTH SC��NC�S . �ATC3�Y <br /> ,:. ,, � ,- <br /> r • _, ___. �- .. - . �- -_ _ ._ <br /> ' BOX 126 NOBART,WASHINGTON 98025 � <br /> � TEL: ARCA 20G� 682-G9i2 <br /> February 13, 1981 <br /> � <br /> Mr. Alan Aramaki <br /> Aramaki , Borden & Rowlands <br /> 6141 N.E. Bothell Way <br /> � Seattle, WA 98155 <br /> Re: Ken Enyeart Froject <br /> �ear Mr. Aramaki : <br /> � (ln behalf of Mr. Ken En,yeart, you authorized me to investigate the <br /> soil conditions and make appropriate recommendations prior to design <br /> of the proposed ten-unit residential project to be situated on <br /> Hardeson Road near Casino Road in Everett. The project will consist <br /> of two single-story wood frame buildings of five units each. The <br /> property measures roughly 100 feet by 300 feet and now c.ontains a <br /> � vacaied house which will be demolished. The current address is <br /> 8327 Hardeson Road. Approximately 30 feet of elevz.tion differential <br /> separate opposite ends of the lot; a small creek transects the low or <br /> northeast property corner. Aside from the existing house, the lot � <br /> is relatively featureless and supports only weeds, brush, and small � <br /> � <br /> trees. r <br /> � You pro��ided me with two slightly different preliminary site plans. �� <br /> From these and from ground measurements, I drew a simplified plan <br /> which is shown on page 4; I understand that the building configurations <br /> and locations will not be subject to si9nificant revision from those <br /> showri. Althoug5 most oT the area outside the two buildings will be 3 � <br /> �, paved, the area along the creek will be either landscaped or preserved F� � <br /> in its present natural condition. 5tormwater� will be retained on the �' r <br /> parking lot prior to its controlled release into the creek. You indi- � � <br /> cated that the floors would probably consist of slabs poured on grade. <br /> c <br /> F <br /> Subsurface Conditions � � <br /> � <br /> � Soils were explored by di99ing six backhoe test pits at the locations b � <br /> shown on the site plan. The soils were visually and texturally examined r � <br /> and classified in the field and the pits were backfilled at the con- <br /> clusion of fieldwork. The maximum depth explored wa� slightly over ten � � <br /> feet. Descriptive logs of the conditions at each test location are � ;; <br /> t, presented on pages 5 and 6. F <br /> � r� <br /> � c�, <br /> � �� <br /> � L` <br /> C <br /> H �:� <br /> �: c <br /> r <br /> r <br />