HomeMy WebLinkAbout0895.06 DFR 222&223.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: September 3, 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 8/24-8/27/20 Daily Field Report(s) # 222 & 223
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
7: Roxanne Caballero ATTN: roxanne@accrete.build
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.
AK 0895.06 1 of 1 22
Time On Site Time Off Site Date Day of Week
11:00 AM 11:30 AM 8/27/20 Thursday
Travel Time Weather
0.25 Hrs. 70soF, Clear
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Rino Construction Mike LAC
Contractor #2 Contact Project Manager Reviewed
Ray
Are approved plans/permits on site?Project No.Permit No.
Supplementary Report:
At the client’s request, ESNW rep was onsite to observe water line backfill and earthwork activities.
Water Line Backfill
While onsite, rep observed the prior to arrival that contractor had used a medium sized excavator excavate for a
fire line vault. Rep observed trench lines to be 4’ in depth. Vault was located midway along the northern perimeter
of the site. Contractor expressed plans to install vault and continue working backfill tomorrow, August 28, 2020.
Rep will return to observe and test compaction as needed.
ESNW rep will return to observe earthwork activities when requested by client
Andrew Kimn, Senior Technician, 206-430-9183
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.
TSH 0895.06 1 of 1 222
Time On Site Time Off Site Date Day of Week
10:15 10:55 8/24/2020 Monday
Travel Time Weather
1.0RT 50ºF, Partly Cloudy
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Road S, Renton RJ Development
Contractor #1 Contact Field Supervisor Reviewed
LAC
Contractor #2 Contact Project Manager Reviewed
CGH
Are approved plans/permits on site? Yes Project No. Permit No.
At the client’s request, ESNW rep was onsite to observe and test compaction of water utility trench backfill
adjacent to the Weatherly Inn development. While onsite the following was observed:
Utility (Water) Trench Backfill Compaction Testing:
ESNW rep was informed by the contractor that a small water trench located on the south-east perimeter corner of
the weatherly inn development had the first lift of backfill placed and compacted (pictured). ESNW re observed
that the native soils located and utilized as backfill within this area of the site differed in gradation from previous
native soil samples, and obtained a representative sample for laboratory proctor analysis (proctor curve #8).
ESNW rep observed that the contractor had backfilled approximately 18” over the water utility pipe, and had
utilized native onsite material as trench backfill and a small hoe-pack to compact the trench backfill. However,
ESNW rep observed that the contractor did not achieve minimum compaction requirements of 95% or
greater in the areas tested, and that re-compaction of the trench backfill would be required.
ESNW rep notified the contractor and will return to test compaction of the water utility trench backfill.
ESNW rep will return at the request of the client.
Trevor Healy, G.I.T.
Senior Field Technician
(206)-498-9751