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Redmond, WA 98052
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FIELD REPORT
Project No. 0895.06 Page 1 of 2 Report ID 0895.06 E 03172022
Date Thu 3/17/2022 Weather Partly Cloudy, 40’s
Arrival/Departure Time(s) 10:30 / 10:50 Travel Time (hr) 1.25
Project Name Weatherly Inn
Location 4500 Talbot Road S., Renton
ESNW Rep. & Phone Trevor Healy | 206-468-9751
Client Info/Contact RJ Development | Duane Meyer
General Contractor Info/Contact Johannsen | Brad
Permit No(s).
Reviewed By LAC
Initials/Date
SSR
Initials/Date Field Supervisor Project Manager
Limitations: The presence of our field representative at the site is to provide our client with a source of professional advice, opinions, and recommendations based upon the field representative’s observations and testing of the contractor’s work. Our services do not include supervision or direction of the contractor, their employees, or agents. Geotechnical recommendations for
obtaining project objectives may be made by our representatives; however, direction of the actual work should come from the owner or contractor, as appropriate. The contractor is responsible
for complying with the contract documents at all times, regardless of the presence of our field representative. Jobsite safety, including compliance with all applicable state or federal regulations,
is the sole responsibility of the contractor. The observations, recommendations, and conclusions provided in this field report are preliminary until reviewed by the ESNW project manager.
Per client request, ESNW rep arrived onsite at the Weatherly Inn development to observe and document
the slope condition of the onsite wall excavation. While onsite the following was observed:
Wall Excavation Slope Stability Observations:
ESNW rep arrived onsite at the Weatherly Inn development to observe and document slope conditions
within the onsite wall excavation within the center of the development.
The slopes of the excavation were observed to be stable and unchanging in its current temporary
configuration, however it is the responsibility of the contractor to perform all necessary safety
measures in accordance with state and federal regulations. It is recommended that the contractor
inform ESNW if any changes in the slope conditions occur. It is further recommended that the
contractor repair any sloughing or damaged plastic sheeting when observed to prevent disturbance of
the over-steepened slopes.
Following conversation with the onsite superintendent and concrete subcontractor, ESNW rep was
informed of a likely pour date late
next week. ESNW rep will return
per request of the client as work
continues within the excavation.
Trevor Healy, GIT
Senior Geotechnical Technician
206-468-9751
Report ID 0895.06 E 03172022 Page 2 of 2
Earth Solutions NW, LLC
Figure 1: Plane detail of the Weatherly Inn development. Please note that locations noted above are approximate.
Area of wall excavation observations