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15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com
FIELD REPORT
Project No. 0895.06 Page 1 of 2 Report ID 0895.06 E 03222022
Date Tue 3/22/2022 Weather Partly Cloudy, 40’s
Arrival/Departure Time(s) 9:00 / 9:30 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 wall contractor was observed
to be working within the excavation continuing to install rebar and additional concrete wall forms.
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 it occurs or is observed to prevent disturbance of the over-steepened slopes. ESNW rep was informed by the contractor that the likely scheduled concrete pour date would be next Wednesday (3/30).
ESNW rep will return per request of the client as work continues within the excavation.
Report ID 0895.06 E 03222022 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