9960.00 E 2024 0628Earth Solutions NW«C
1 15365 NE 90" Street, Suite 100
Redmond, WA 98052
Office (425) 449-4704 1 esnw.com
Branch Office: Pasco, WA
FIELD REPORT
Project No.
9960.00 Page 1 of 1 Report ID 9960.00 E 2024 0628
Date
Fri 6/28/2024 Weather 60sOF, Clear
Arrival/Departure Time(s)
4:15 PM; 4:30 PM Travel Time (hr) 1.25
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 LA2— HTW
Field Supervisor Initials/Date Project Manager Initials/Date
Limitations: The presence of ourfield representative at the site is to provide our clientwith 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, 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
recompact the west half of the footing foundation
pad subgrade and add water to the loose surfaces
before compaction.
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