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Earth Solutions NW, LLC
LETTER OF TRANSMITTAL
15365 NE 90th Street, Suite 100 Redmond, WA 98052
(425) 449-4704 FAX (425) 449-4711
To: RJ Development Date: April 12, 2021
401 Central Street SE ESNW No.: ES- 895.06
Olympia, WA 98501 Project: Weatherly Inn
Attn: Mr. Jeff Bennett
Email: jeffb@accrete.build
No. of
Copies Date Description
1 4/9/21 Daily Field Report(s) # 304
Comments:
CC:
1: Mark Richardson ATTN: mark@accrete.build
2: Jennifer Vogele ATTN: jennifer@accrete.build
3: Jonathan Chavez ATTN: jchavez@rentonwa.gov
4: Joe W ATTN: joew@accrete.build
5: ATTN:
6: ATTN:
7: ATTN:
8: ATTN:
Transmitted By: Earth Solutions NW, LLC
PM: Scott Riegel, L.G., L.E.G.
Earth Solutions NWLLC
15365 NE 90th Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 | Fax (425) 449-4711
www.esnw.com DAILY FIELD REPORT
ESNW Rep. Project No. Page Report No.
JTL 0895.06 304
Time On Site Time Off Site Date Day of Week
2:15 PM 2:45 PM 4/9/21 Friday
Travel Time Weather
1.00Hr. RT 40s, OC
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad LAC
Contractor #2 Contact Project Manager Reviewed
SSR
Are approved plans/permits on site?Project No.Permit No.
Supplementary Report:
At the client’s request, ESNW rep was onsite to observe and test utility trench backfill at the Weatherly Inn
development.
Utility Trench Backfill:
ESNW rep arrived onsite and observed contractor had backfilled approximately 100’ of 3.5’ deep secondary utility
trench running East to main building from utility vault with 1 1/4’’ minus recycled crushed concrete compacted in
12’’ lifts to grade with a hoe pack. ESNW rep used a ½’’ steel T-probe and found the subgrade to be suitably
dense, firm, and unyielding. ESNW rep observed that the contractor had achieved minimum compaction
standards of 95% or greater in tested locations.
ESNW rep will return as requested to continue observation and testing of further earthwork activities.
Fig.1: Utility trench with 4’’ schedule 40 PVC conduit bedded in pea gravel and backfilled with 1 ¼’’ recycled concrete
Jackson Lundgren, G.I.T.
Senior Field Technician
206-468-0991
1/2
Earth Solutions NWLLC
15365 NE 90th Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 | Fax (425) 449-4711
www.esnw.com DAILY FIELD REPORT
ESNW Rep. Project No. Page Report No.
JTL 0895.06 304
Time On Site Time Off Site Date Day of Week
2:15 PM 2:45 PM 4/9/21 Friday
Travel Time Weather
1.00Hr. RT 40s, OC
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad LAC
Contractor #2 Contact Project Manager Reviewed
SSR
Are approved plans/permits on site?Project No.Permit No.
Test Number Test Location
(Utility trench
backfill) Elevation Reference
Compaction
Curve
Maximum Dry
Density (pcf) Fill Moisture
(%) Test
Dry Density
(pcf)
% of Maximum
Dry Density
297 See map SG 9 127.7 6.3 123.1 96
298 See map SG 9 127.7 7.2 124.0 97
299 See map SG 9 127.7 6.8 122.9 96
Fig. 2 Approximate location of compaction tests 297-299 on utility trench backfill.
2/2
298 297
299