HomeMy WebLinkAbout7945.04 E 2023 0718Earth 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. 7945.04 Page 1 of 3 Report ID 7945.04 E 2023 0718
Date Tue 7/18/2023 Weather 75°F Clear
Arrival/Departure Time(s) 9:15AM; 9:45AM Travel Time (hr)1.0
Project Name Canopy Property
Location 413 Lincoln Ave NE, Renton
ESNW Rep. & Phone Willem Scherwin | 206 793 8569
Client Info/Contact Century Communities | Stacia Bloom
General Contractor Info/Contact
Reviewed By LAC
Initials/Date
RAC
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.
ESNW rep was onsite to observe road grading in alley 2 and observe temporary excavation stability.
Alley 2 Subgrade
While onsite, ESNW rep observed the contractor cutting alley 2 down to grade using a large excavator.
Rep used a ½” steel T-probe to probe the subgrade and observed it to be dense, firm, unyielding, and
suitable for pavement. ESNW rep will return to continue to probe remainder of the road. Please see
image below.
Slope Observation
ESNW rep observed the temporary cut slope onsite to be approximately 25’ in height on north, east and
south sides, and 15’ on the west side. Soil observed are layers of interbedded sand with gravel, and silt
with gravel. ESNW rep observed the temporary excavation to be stable in its current configuration. It is
the responsibility of the contractor to adhere to all safety measures in accordance with state and federal
regulations. ESNW is monitoring the inclinometers at the top of the slope twice a week.
Report ID 7945.04 E 2023 0718 Page 2 of 3
Earth Solutions NW, LLC
Report ID 7945.04 E 2023 0718 Page 3 of 3
Earth Solutions NW, LLC