HomeMy WebLinkAbout0895.06 DFR 190.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: July 7, 2020
401 Central Street SE ESNW No.: ES- 895.06
Olympia, WA 98501 Project: Weatherly Inn
Attn: Mr. Duane Meyer
Email: duane@accrete.build
No. of
Copies Date Description
1 6/12/20 Daily Field Report(s) # 190
Comments:
CC:
1: John Wilson ATTN: johnw@rinocon.com
2: Mark Richardson ATTN: mark@accrete.build
3: Jeff Bennett ATTN: jeffb@accrete.build
4: Jennifer Vogele ATTN: jennifer@accrete.build
5: Jonathan Chavez ATTN: jchavez@rentonwa.gov
6: Joe W ATTN: joew@accrete.build
Transmitted By: Earth Solutions NW, LLC
PM: Scott Riegel, L.G., L.E.G.
Project Name
Weatherly Inn
Contractor #1 Rina Construction
Earth Solutions NWLLc
15365 NE 90th Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 I Fax (425) 449-4711
www.esnw.com
DAILY FIELD REPORT
Job Location
ESNWRep.
AK
Time On Site
11:00 AM
Travel Time
1.25 Hr. RT
�
Project No.
0895.06
Time Off Site
1:00 PM
Page
1/1
Date
6/12/20
Weather
50s°F, Rain
ClienUOwner 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contact
Mike
Field Supervisor
LAC
Report No.
_10,0
Day of Week
Friday
Contractor #2 Contact Project Manager
SSR
Reviewed
Are approved plans/permits on site? Project No. Permit No.
Supplementary Report:
At the client's request, ESNW rep was onsite to observe footing excavations and earthwork activities.
Footings Excavations
While onsite, rep observed contractor use a medium sized excavator to excavate and the building footings. Rep
observed contractor place a 3"-4" lift of 1 ¼" minus crushed rock for the footing subgrade to increase stability
during wall construction. Rep used a ½" steel t-probe and observed the subgrade to be very dense, firm,
unyielding, and suitable for support of the proposed footings.
ESNW rep will return to observe earthwork activities when requested by client �f-
Andrew Kimn, Senior Technician, 206-430-9183