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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 21, 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 4/20/21 Daily Field Report(s) # 305
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 0895.06 305
Time On Site Time Off Site Date Day of Week
1:00 PM 1:45 PM 4/20/21 Tuesday
Travel Time Weather
1.00Hr. RT 60s, Clear
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 stromwater trench backfill at the Weatherly Inn
development.
Utility Trench Backfill:
EDSNW rep arrived onsite and observed contractor had backfilled approximately 100’ of 3’ deep stormwater
trench between CB#4 and CB# 5 running parallel to the East margin of the main building with 1!1/4’’ minus
recycled crushed concrete compacted in 12’’ lifts to grade with a hoe pack. ESNW rep observed contractor
adding water to material in order to reach optimum moisture. 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: Trench with 12’’ corrugated ABS bedded in pea gravel and backfilled with 1 ¼’’ recycled concrete
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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 0895.06 305
Time On Site Time Off Site Date Day of Week
1:00 PM 1:45 PM 4/20/21
Tuesday
Travel Time Weather
1.00Hr. RT 60s, Clear
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
(Stormwater
trench backfill) Elevation Reference
Compaction
Curve
Maximum Dry
Density (pcf) Fill Moisture
(%) Test
Dry Density
(pcf)
% of Maximum
Dry Density
302 See map SG 9 127.7 11.2 123.7 97
303 See map SG 9 127.7 12.1 123.6 97
Fig. 2 Approximate location of compaction tests 302-303 on stormwater trench backfill.
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302
303