832 RUCKER AVE 2016-01-01 MF Import

IProposed Modification to the Residence of Jcel 8 Kathy Larsen February i2, 2004 Everett, Washinglon ORA Project Number: 04-O65-Report 1 � 2. PROJECT DESCRIPTION Based on information presented on the project drawings prepared by Goforth Gill � Architects, a topographic survey prepared by GeoDimensions, and on informatiun provided by Eric Rice of Ellisport Engineering, we understand that the projec! includes: I1. demolition of an addition to the existing residence, i 2. demolition of an existing playhouse, 3. demolition of an existing garage, 4. raising the existing residence and demolition of the existing basement walls, tloor, and foundation, 6. construction of new foundations, basement walls, and floor slab, 6. construction of a new two-car and a new four-car garage, and 7. extensive remodel of the existing residence. Actual live and dead loads that will be transmitted to the foundation were not available when this report was prepared, therefore, to evaluate alternative foundation systems and estimate settlements, we have assume� maximum column loads of 30 kips and maximum continuous �vall loads of 4 kips per lineal foot. 3. SCOPE OF SERVICES The scope of serviccs �n�luded a reconnaissance of the site by the geotechnical engineer, a review of geologic literature, anc drilling and sampling two borings at the approximate locations shown on the Site Plan on page A2 in the Appendix of this report, laboratory testing of tl�e sampled soils, engineering analysis, and report preparation. Samples were taken at the intervals no�ed on the individual boring logs, which are presented in the Appendix on pages A3 and A4. The geotechnical angineer logged the borings and obtained bulk and standard split-spoon samples for analysis in the laboratory. Upon completion the borings were plugged with bentonite chips and backfilled with site-soils. Olto Rosenau S Associates, Inc. Page 2 oi 13 71'7