Field report 1.pdfROSENAU & ASSOCIATES INC. CO-P)(
OTTO ���
Geotechnical Engineering, Construction Inspection & Materials Testing
CONSTRUCTION INSPECTION REPORT RES U B
Report Number: 367913 MAY 3 1 2011
BUILDING DEPARTMENT
Project: Margo Day Residence Permit Number: (In progress) CITY OF EDMONDS
Address: 219 Skyline Drive, Edmonds Job Number: 18-0269
r•11nn+ nArlrmwe- al T i Naw Market Street. Suite 105. Bellingham
U 11U1 IL. Mull l0 vi-
Inspections Performed -
Steel Decking
Other (specify):
Soil bearing
X
Other (specify):
J
Structural Steel Fabrication
Structural Steel Erection
Inspector
anri nme Remarks
Chris Smith Contractor requested a site visit to inspect soil bear capacity. ORA representative soil probed 4 spread
4/11/2018 footings and one continuous footing at the south west comer of the property.
A representative number of probe tests were taken throughout the referenced vicinity; based on
penetration of 2" to 3" with sustainable resistance to advance into surface it is our recommendation that
the top T' to 2" of soil be removed before placement of concrete to reach competent soils that can
support 1,500 psf.
Conforms
Note from office: After discussion with Corry Morris with Morris Original, LLC and Chris Smith with Otto
Rosenau; After removal of the top 1" — 2" of soft soils, in our opinion, the underlining material was
capable of supporting 2,000 psf.
Copies to:
X Client X Engineer Others
Owner Contractor Technical Responsibility:
Architect X Building Dept. -C-- Isaac Ruoff, Project Manager
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,
except in full, without written permission from our firm Is strictly prohibited,
Page 1 of 1
6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221
Form No.: ADMIN-63-05 (Rev 10/10)