9960.00 E 2024 0627Earth Solutions NW«C
15365 NE 90" Street, Suite 100 FIELD REPORT
Redmond, WA 98052
Office (425) 449-4704 1 esnw.com
Branch Office: Pasco, WA
Project No.
9960.00 Page 1 of 1 Report ID 9960.00 E 2024 0627
Date
Thu 6/27/2024 Weather 60s°F, Clear
Arrival/Departure Time(s)
9:30 AM; 10:00 AM Travel Time (hr) 0.5
Project Name
CDR1
Location
919 Cedar St, Edmonds
ESNW Rep. & Phone
Andrew Kimn 1 (206) 430-9183
Client Info/Contact
Select Homes, Inc. I Gary Klick
Permit No(s).
BDL2022-0381
Reviewed By
LAC mil- HTW
Field Supervisor Initials/Date Project Manager Initials/Date
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 Feld 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 Feld 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, ESNW rep was onsite to observe bearing capacity at foundation locations.
Observe Bearing Capacity at Foundation Locations
ESNW rep observed contractor use a medium sized excavator to excavate for the footing
foundation subgrade. Rep recommended that contractor add water and recompact the loose
surfaces with a hoe pack or a plate compactor.
ESNW rep will return when requested.
Required Geotechnical Observations:
• Monitor and test Structural fill placement and soil compaction
• Observe bearing capacity at foundation locations
• Observe slab -on -grade preparation
• Verify infiltration system placement
• Monitor foundation drainage placement
• Observe excavation stability