HomeMy WebLinkAbout0895.06 E 04272022.pdfEarth Solutions NWLLC
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 1 Report ID 0895.06 E 04272022
Date Wed 4/27/2022 Weather 50f Cloudy
Arrival/Departure Time(s) 3:30 PM/ 3:45 PM Travel Time (hr) 1.25
Project Name Weatherly Inn
Location 4500 Talbot Road S., Renton
ESNW Rep. & Phone Jackson Lundgren 206-468-0991
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.
As requested by the client, ESNW rep was onsite to observe and document wall backfill at the Weatherly
Inn development.
Wall Backfill:
ESNW rep arrived onsite and observed contractor had backfilled the remaining section of the wall with
5/8-inch clean crushed rock. ESNW rep observed contractor had backfilled both sides of the wall
(pictured). ESNW rep observed contractor had placed 12-feet to 14-feet of clean crushed rock
along the north side of the wall, and 4 to 5-feet of backfill along the south side of the wall. ESNW
rep observed the wall had been backfilled to grade. ESNW rep will return as requested by the client for
further observation and testing.
Fig. 1: Wall backfilled with clean crushed rock
Backfill