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�L•�' <br /> � I <br /> : ` ��.:\ <br /> � � ��� <br /> _ s._„ --� <br /> ; �. <br /> a � ' � EAf�TH A.V,4LYS/S � <br /> yyy CIVIL t�tOILS EN6INEEIIING i <br /> ��� �, oEACO�ATiON TESTS.Da��NFlELD DES�GNS •. <br /> i !03]NE1�OIn SL.$Mt1:�.W� p!t$SlUIT[ IM I <br /> n I a��iou <br /> ��� � December lA, 1991 '', <br /> � �� � <br /> �■ � Randy Clark <br /> ,� ' 237 �lm Street � <br /> o�' � Everett, wa. Qe2o3 <br /> I <br /> O• <br /> Attention� tr1r. Randy Clark and Interested Parties. <br /> �K y � <br /> �H.� � Sub�ects Geotechnical Investi�ation Report. <br /> �� Site � Lots 19, 20, 23, Plat of Hanabrook. ' <br /> I <br /> ��u L'e2r t".r. Clark, I <br /> w <br /> � -_. Submitted herewith per your request is a geotechnical rep�rt <br /> describing and delineating soil, slope and �roundwater condit- <br /> ions as encountered during our Sield investigation of the abov <br /> mentioned site and vicinity. <br /> The purpose o£ this report is to orovide conclusions ano rec- <br /> � onmendations concerning erading, drainage, slope and foundatio <br /> • soils stability; in the interest of nroviding a�d maintaining � <br /> safe and stable building sites for three pronosed single familY <br /> j��.. i residences. � <br /> Site iocation and Descriptior.: i <br /> �� ^_he site is located in the ?everly rark district of the City I <br /> I oi' �verett. (�.�•a Sec. 3, Twp. 7_fi�. , Rge. 4E. ) , and is bounde�l <br /> 1, ��' to the r.ortheast by a structural ;ill slone ���hich approximates� <br /> I the pra-existing tope�raphy. The pr000sed buildin6 sites are � <br /> ! � lecztec9 or. a cut ar.d structurally filled terrace, and bounded i <br /> I �_� i by residential. building lots or cul-de-�ac roadway. i <br /> � I � <br /> i �� j � ' <br /> _ I <br /> I <br /> r <br /> 'r' � � �� � <br /> � I �' I <br /> I I <br /> ��� ' Top of embankment as seen � <br /> �� I from the south property lini <br /> , � of Lot 19. <br /> ', View to N.'+� . �ote slope ' <br /> angle and berm. <br /> i <br /> � A � <br /> � <br /> i � <br /> � EAF�.v A�.:;,yc�c <br /> i � ' <br />