HomeMy WebLinkAbout0895.06 DFR 76&77.pdfEarth
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Earth Solutions NW, LLC
LETTER OF TRANSMITTAL
To: RJ Development
401 Central Street SE
Olympia, WA 98501
Attn: Mr. Duane Mever
Email: duane(c,accrete.build
No. of
Date: December 16, 2019
ESNW No.: ES- 895.06
Project: Weatherly Inn
uo ies uate uescri non
1 1 11/18-11/19/19 1 Dailv Field Report(s) # 76 & 77
Comments:
CC:
1:
2
3:
4:
5:
John Wilson
Mark Richardson
Jeff Brain
Jennifer Vo ele
Jonathan Chavez
ATTN:
ATTN:
ATTN.-
ATTN:
ATTN:
johnw@rinocon.com
rl ark ' accrete. build
jeff@accrete.build
jennifer@accrete. build
jchavez@rentonwa.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
oEarth Solutions NWLLC
15365 NE 901" Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw.com
DAILY FIELD REPORT
ESNW Rep.
TJD+MTK
I Project No.
i 0895.06
Page
1 of 1 176
Report No.
Time On Site
Time Off Site
Date
Day of Week
9:30 AM/
10:30 AM/
1:15 PM
2:15 PM
11/18/19
Monday
Travel Time
Weather
1.0 RT (x2)
Cloudy, 40°F
Project Name Job Location I Client/Owner
Weatherly Inn 4500 Talbot Road South, Renton i RJ Development, LLC
Grading Contractor Contact Field Supervisor Reviewed
Rino Construction Mike LAC I �A—tZ%t3
Retaining Wall Contractor Contact Proiect Manager Reviewed
Keywest
Are approved plans/permlts on site? Project No. Permit No.
As requested, ESNW representative was onsite to meet with King County officials and observe construction of the
proposed Lock + Load wall along the southern extent of the site. While onsite, ESNW representative observed the
following:
Onsite Meeting:
Upon arrival, ESNW representative was onsite for a King County Sewer Discharge preoperative inspection. While
onsite, a client representative, ESNW representative, and King County inspector, Ryan Salem, reviewed all aspects
of the discharge system, appropriate permits and any additional information needed. Upon completion of the
inspection, ESNW representative will send documentation of IMHOFF cone, pH Meter and calibration log.
Lock + Load Observation:
Upon arrival, ESNW representative walked the upper portion and lower portion of the over -steepened cut to look
for any indication of movement of instability. At the time of visit, ESNW representative observed the excavation to
be stable in its current condition and configuration. It is the responsibility of the contractor to perform and implement
all necessary safety measures in accordance with state and federal regulations. Furthermore, ESNW
representative spoke with the retaining wall contractor and was informed that they would not be ready for any
compaction testing today.
Finally, ESNW representative spoke with the grading contractor regarding erosion control measures that could be
implemented to improve the condition of the construction entrance. ESNW representative will provide
recommendations, as needed.!_;+. ry ;
Nill return when requested.
it Field Manager
bMIMEM Earth Solutions NWLLC
15365 NE 901" Street, Suite 100
i Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw.com
DAILY FIELD REPORT
ESNW Rep.
TJ D
I Project No.
10895.06
Page
1 of 1
Report No.
77
Time On Site
Time Off Site
Date
Day of Week
9:15 AM/
10:45 AM/
2:30 PM
3:45 PM
11/19/19
Tuesday
Travel Time
Weather
1.0 RT (x2) ,
Cloudy, 40°F
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Road South, Renton RJ Development, LLC
Grading Contractor Contact Field Supervisor Reviewed
Rino Construction Mike LAC Wqt15
Retaining Wall Contractor Contact Project Manager Reviewed
Keywest
Are approved plans/permits on site? Project No. Permit No.
As requested, ESNW representative was onsite to
observe construction of the proposed Lock + Load wall
along the southern extent of the site. While onsite,
ax-
ESNW representative observed the following:
Erosion Control & Lock + Load Observation:
�+vnsr.
Upon arrival, ESNW representative walked the upper
portion and lower portion of the over -steepened cut to
look for any indication of movement of instability. At the "K "
time of visit, ESNW representative observed the ?~
excavation to be stable in its current condition and
configuration. It is the responsibility of the contractor to r '`
9 p Y
perform and implement all necessary safety measures in
accordance with state and federal regulations.
Furthermore, ESNW representative spoke with the.r°```
retaining wall contractor and was informed that they would may be ready for compaction testing later today.
Additionally, ESNW representative spoke with the grading contractor regarding erosion control measures that were
implemented to improve the condition of the construction entrance. ESNW representative recommended installing
an interceptor trench at the site entrance to catch any surface water that may leave the site; excavating a temporary
pond to contain any of the diverted water; and creating a wheel -wash station at the site entrance for vehicles exiting
the site.
Upon return, ESNW representative observed that the retaining wall contractor had placed a 4" corrugated pipe
behind the Lock + Load wall. Further, ESNW representative observed that the retaining wall contractor was placing
clean crushed rock behind the face of the wall for approximately two feet and backfilling with the imported recycled
material. ESNW representative observed the retainingf"` .
wall contractor compacting the backfill material with a
combination of a large vibratory plate compactor and small
double -drum vibratory roller. Using a '/2" steel T-probe,
ESNW representative observed little to no penetration
indicating dense conditions suitable for support of the 1;' -.::: .
proposed retaining wall. ESNW representative spoke with
the retaining wall contractor and was informed that they
would be ready for compaction testing in the morning.„
ETre pre ntative will return when requested.TeDv n ssistant Field Manager, 206-960-9597 �� ,` = ��'- _4 " 4�1 s ;
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