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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. Type text here Report ID 0895.06 E 08302022 Page 2 of 2 Earth Solutions NW, LLC Fence Post Excavation Areas