HomeMy WebLinkAbout0895.06 DFR 301.pdf
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 4/6/21 Daily Field Report(s) # 301
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 0895.06 301
Time On Site Time Off Site Date Day of Week
1:00 PM 1:15 PM
4/6/21
Tuesday
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 utility trench excavation and subgrade conditions at the
Weatherly Inn development.
Utility Trench Excavation:
ESNW rep arrived onsite and observed contractor excavating approximately 100’ of a 3.5’ deep utility trench for
4’’ schedule 40 PVC pipe running East from utility vault to main building. ESNW rep recommended bedding
conduit in up to 18’’ of pea gravel. ESNW rep recommended backfilling with 1 ¼’’ crushed recycled concrete
compacted in 12’’ lifts with a vibratory hoe pack. ESNW rep used a ½’’ steel T-probe and found the subgrade
to be suitably dense, firm, and unyielding and suitable for support of the proposed utility conduit. ESNW
rep will return as requested to continue observation and testing of further earthwork activities.
Fig. 1: Secondary utility trench running East from Utility Vault towards main building
Jackson Lundgren, G.I.T.
Senior Field Technician
206-468-0991
1/1