HomeMy WebLinkAbout0895.06 DFR 161&164.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: May 14, 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 4/21-4/27/20 Daily Field Report(s) # 161 & 164
Comments:
CC:
1: John Wilson ATTN: johnw@rinocon.com
2: Mark Richardson ATTN: mark@accrete.build
3: Jeff Brain ATTN: jeff@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.
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 0895.06 161
Time On Site Time Off Site Date Day of Week
3:30 PM 5:00 PM
4/21/20 Tuesday
Travel Time Weather
1.00Hr. RT 50s, 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 cut slopes, test pH of stormwater and test footing backfill.
Cut Slopes
While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep
observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes
are stable in current configuration and stable to work within. The contractor is responsible for providing all safety
measures in accordance with state and federal regulation
Material Export
While onsite rep observed material being exported offsite.
Test pH of Stormwater
Rep took pH tests to determine the pH of stormwater. In the filled baker tank rep observed <25NTU. Rep observed
that contractor added dry ice to lower the pH level to 6.5, suitable for sewer discharge. Rep observed that pH
level was contained onsite.
Footing Backfill
ESNW rep observed footing excavation. Rep. used a ½” steel T-probe to probe locations along the footing
subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing
construction.
ESNW rep will return to observe earthwork activities when requested by client
Andrew Kimn Field Technician 206-430-9183
1/1
Earth Solutions NWLLC Field Rep. Project No. Page of Report No.
JTL 0895.06 1/1 164
1805 136th Place NE,
Suite 201
Bellevue, WA 98005
(425) 449-4704
FAX:
(425) 449-4711
TOLL FREE:
(866) 366-8710
Time On Site Time Off Site Date Day of Week
8:30 AM 1:45 PM 4/27/20 Monday
DAILY FIELD REPORT Travel Time Weather
1.25 Hr. RT 60soF, 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
RM Construction NW, Inc
Contact Project Manager
SSR
Reviewed
Are approved Plans/Permits onsite YES NO Project No. Permit No.
At the client’s request, ESNW rep was onsite to observe rockery construction and earthwork activities. The focus of
the work is related to completing the rockeries along the south side of the project.
Rockeries
The temporary slope (covered area in photo below) has been covered and otherwise protected from weather related
instability and has remained stable during the temporary period, as observed by ESNW representative. While onsite,
rep used a ½” steel t-probe and observed the keyway for the lower tier rockery located at the southeast quadrant of
the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery.
Rep observed contractor place courses of rocks. Rep observed contractor place a 4” perforated drain pipe behind the
first course of the rockery, embed the pipe in an 18” lift of 1”-2” wash rock, geotextile, then backfill over the geotextile
with 2”-4” quarry spalls. (See Image)
ESNW rep will return to observe earthwork activities when requested by client.
Jackson Lundgren, Field Technician, (206) 468-0991