HomeMy WebLinkAbout0895.06 E 08312022.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 2 Report ID 0895.06 E 08312022
Date Wed 8/31/2022 Weather 90⁰F, Clear Skies
Arrival/Departure Time(s) 7:00 AM – 3:00 PM Travel Time (hr) 1.0
Project Name Weatherly Inn
Location 4500 Talbot Road S., Renton
ESNW Rep. & Phone Samuel E. Suruda, L.G. | Senior Staff Geologist | 206.960.9592
Client Info/Contact RJ Development | Jeff Bennett
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 on-site to observe fence post excavations along the northern
margin of the site. While on-site, the following was observed:
Northern Fence Post Hole Excavation Observations & Recommendations:
Upon arrival on-site, ESNW rep observed the grading contractor, Johansen Construction, continue
excavating fence post holes directly behind the previously constructed fill rockery along the northern
margin of the site. Per ESNW project manager, Scott Riegel’s, recommendations, the grading contractor
carefully excavated a total of 11 pilot holes for the proposed fence posts. Each approximately 2-foot-wide
by four-foot-deep excavation was observed to consist of previously installed rockery elements, including
2-man stones, 2-inch-to-4-inch clean crushed rock, Miragrid 5-XT geogrid, structural backfill soil, non-
woven geotextile fabric and a 4-inch diameter perforated drainpipe. ESNW rep observed the grading
contractor carefully cut and remove localized sections of rockery elements (geogrid and nonwoven-
geotextile fabric), taking caution to not disturb other elements through-out the surrounding rockery
section and the associated drainpipe. ESNW rep will return tomorrow to observed continuing fence post
excavations. Please see attached map and images below.
ESNW rep will return when requested.
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Report ID 0895.06 E 08302022 Page 2 of 2
Earth Solutions NW, LLC
Fence Post Excavation Areas