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Earth Solutions NW, LLC
LETTER OF TRANSMITTAL
RJ Development Date: October 30, 2019
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 10/14/19 Daily Field Re ort(s # 51
Comments:
CC:
1:
John Wilson
ATTN:
ohnw nnocon.com
2:
Mark Richardson
ATTN:
mark a accrete. build
3:
Jeff Brain
ATTN:
efif�accrete.bukj
4:
Jennifer Vo ele
ATTN'
Lennifer accrete. build
5:
Jonathan Chavez
ATTN-
ichavez@brentonwa.gov
Transmitted By: Earth Solutions NW, LLC
PM: Scott Riegel, L.G., L.E.G.
1805 — 136" PI NE, Suite 201 Bellevue, WA 98005
(425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710
Earth Solutions NW«C
t I 1805 136" Place NE, FAX:
Suite 201 (425) 449-4711
Bellevue, WA 98005 TOLL FREE:
(425)449-4704
(866)366-8710
DAILY FIELD REPORT
Project Name
Weatherly Inn
General Contractor
Grading Contractor
Rino Construction
Field Rep.
AK
Time On Site
11:45 AM
Travel Time
1.25 Hr. RT
Job Location
4500 Talbot Rd. S., Renton, WA
General Contractor's Superintendent
Grading Foreman
Rod
Project No.
Page of
Report No.
0895.06
1 /1
51
Time Off Site
Date Day of Week
1:15 PM
10/14/19 Monday
Weather
60s0F, Clear
Client / Owner
RJ Development, LLC
Received Onsite By
1 _ L,necKea esy 16/11
Are approved Plans/Permits onsite El YES ❑ NO Project No. Permit No.
At the client's request, ESNW rep was onsite to observe and test storm water discharge, sewer line backfill, vault
excavation and earthwork activities.
Storm Water Discharge '
While onsite, rep used IMHOFF cone to test baker tank sewer water discharge. Rep used IMHOFF cone and found
sediment (<3 ml) after testing water for one hour. Rep took PH test and found water suitable for discharge at a PH
level of 6.5. 1
Sewer Line Backfill
Rep observed contractor use a large excavator to excavate a sewer line. Contractor expressed plans to continue
working on sewer line excavation and backfill tomorrow, Tuesday, October 15, 2019. Rep will return to observe and
test the backfill as needed.
Vault Excavation
Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the
south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to
be (H:V) to a near 3' vertical toe. 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.
ESNW rep will returntoobserve earthwork activities when requested by client.
f
Senior Field Technician, 206-430-9183
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