223 PECKS DR 2016-01-01 MF Import

' ' c"� �"� SCOPE OS WORK Our geotechnical investigation included observations of subsurface explorations, engineering evaluations and preparation of this report. The scope of work included the following specific tasks: o Continuously logqed the subsurface conditions, as encountered in the testpits at the time of excavation. Logs oz the testpits are presented on the summary sheets of Appendix A. o Performed engineering evaluations and analyses and developed appropriate recommendations for foundations systems, temporary excavations, and retaining walls. o Prepared this geotechnical investigation report summarizing our findings an,� recommendations for site development. EXISTING SIT& CONDITIONS The proposed development is located at 233 Pec;:s Drive in Everett, Washington. The site is situated along the northeast side of Pecks Drive adjacent to a moderate height slope which drops down to the northeast . At the time of our field investigation, the site was already graded for the proposed building pad. A vertical cut slope ran parallel to the street along a line about 20 feet into the lot from the curb. The existing graded pad was nearly level, with a ramped access at the southwest corner. Spoil material from the pad grading appeared to have been pushed out over the slope, spilling down through young (3 to 4 inch diameter) alder trees. The slope was measured to be about 20 feet in height and sloped at an angle of about 40 degrees. Surface soils near the top of the slope were soft and wet.