2001 W MUKILTEO BLVD 2016-01-01 MF Import

Propoaed McCabe Residaux Remodel Everett, Washington Projxt No. 6G-9701022 Page 3 � � : .n • : • i •� � ; �r � . The subject site is located at 2001 Mukiltco Boulevard in Everott, Washington. The site ia irregularly shaped, and artimeted at less du� oae acre iu siae. T6e property is bordercd on the west and south by other residences, to the eaat by a stap alope descending w Me�cil and Ring Crcek, and to the north by a stap slope dasxnding to a Bialingtoa No�d�em railroad t�ack and Posx,s.vion Sound. (icades on the developed pation of t6e site are relatively flat to gendy sloping to the nocth md east, while slopes north and east of the buildiog site are s0eep and hsve � verdcsl mlief on t6e order of 50 to 75 fat Beneath drc existing wood dxk on the no�thwest comer of d�e 6oux, a fill wedge wu observed tk�et lmd been constructed during an earlier phese of site development. The 811 wedge was located beneath d�e deck, and did not appear to serva any significant fiuktion. The proposed remadel of the home will include consQuction of a second story above the exisdng first story, addition of a new stairwell on the eaat side of t6e howe, small edditions W the aouth side of the house, and larger additions that exten�i up to approximately 15 feet north of We existing north building lina Sq , od for new fowdations will be provided by shallow concrete apread and wall footings. The lower level floor will either be slab-on-grade or structurally supported timber with crawl space below. • � 1; : � . �Y�(�):�'I The site condidons wero evaluated for this study on Febniary 11, 1997. Surface, subsurface, and groundwater conditions nre discussed below. The subsurface explorations perfo� for this study consisted of three auger borings, B-1 through B-3, ranging in depth from appro�nately 8'h fat to 13 feet. The approximate boring locations are indicated on the Srfe and Ezp/oratlon Plan (Figwe 1) enclosed in Appendix B. The subsurface conditions described i+elow Mave been simplified for eaae of rcport interpretation. Copies of the boring logs (Records of Subsurface Exploration) and a dexription of field procedurrs are enclosed in Appendix C and should be consulted for a more detailed description of the conditions encountered. .. � �,� � , , 7'he three borings advanced for this evaluadon encountered a surficial layer of loose, moist w sahuated, fine to medium sand inte�preted as filt, in depths ranging from approximately 4 to 7 fat The fill was underlain by firm to very dense fine to medium send with varying gravel inte�preted as over consolidated glacial deposits. Published sourc;es of geologic infocmation for the site reviewed during this study include the United States Department of Agriculturc Soil Cdnservation Service (SCS) soil survey for Snohomish County, Washington, maps and the United States Geological Snrvey (USGS) Miscellaneous Field