HomeMy WebLinkAbout0895.06 DFR 165-172.pdfEarth 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
401 Central Street SE
Olympia, WA 98501
Date: May 22, 2020
ESNW No.: ES-895.06
Project: Weatherly Inn
Attn: Mr. Duane Meyer
Email: duane@accrete.build
No. of
Copies Date Description
1 4/28-5/8/20 Daily Field Report(s) # 165-172
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.
Earth Solutions NWLLC Field Rep. Project No. Page of Report No.
JTL 0895.06 1/1 165
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 4/28/20 Tuesday
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
While onsite, rep used a ½” steel t-probe and observed the keyway for the 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
Earth Solutions NWLLC Field Rep. Project No. Page of Report No.
JTL 0895.06 1/1 166
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
10:30 AM 2:45 PM 4/29/20 Wednesday
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
While onsite, rep used a ½” steel t-probe and observed the keyway for the 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 upper course of rocks, then backfill with 2”-4” quarry spalls. Observation of
the area above the rockery found no tension cracks, slumping or other obvious signs of instability of native material.
ESNW rep recommended 2’ over-excavation for lower rockery keyway located at southwest quadrant of site. (See
Image)
ESNW rep will return to observe earthwork activities when requested by client.
Jackson Lundgren, Field Technician, (206) 468-0991
Earth Solutions NWLLC Field Rep. Project No. Page of Report No.
JTL 0895.06 1/1 167
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
10:00 AM 2:30 PM 4/30/20 Thursday
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, earthwork activities, and test pH of
stormwater. The focus of the work is related to completing the rockeries along the south side of the project.
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.
Rockeries
While onsite, rep used a ½” steel t-probe and observed the keyway for the rockery located at the southwest 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. Native material above the rockery was found to be in a stable condition. ESNW
rep recommended 2’ over-excavation for rockery located at southwest quadrant of site. (See Image)
ESNW rep will return to observe earthwork activities when requested by client.
Jackson Lundgren, Field Technician, (206) 468-0991
Earth Solutions NWLLC Field Rep. Project No. Page of Report No.
JTL 0895.06 1/1 172
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
11:00 AM 11:45 AM 5/8/20 Friday
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.
Supplementary Report:
At the client’s request, ESNW rep was onsite to observe earthwork activities and test footing subgrade.
Footing Backfill
ESNW rep observed footing backfill. 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.
Footings were backfilled with sandy silty native material and compacted in 1’ lifts with a jumping jack.
ESNW rep will return to observe earthwork activities when requested by client.
Fig 1. Preparing the subgrade for slab pouring and backfilling footiongs
Jackson Lundgren, Field Technician, (206) 468-0991