HomeMy WebLinkAbout20200127121715.pdfCfearth
''Solution
NWi, c
To: RJ Deve(ownem
Earth Solutions NW, LLC
LETTER OF TRANSMITTAL
401 Central Street SE
Olympia, WA 98501 _
Attn: Mr. Duane Meyer
Email: duane accrete.build
No. of
Date: January 27, 2020
ESNW No.: ES- 895.06
Project: Weatherly Inn
Copies Date Description
1 1/20-1/24/20 Daily Field Re ort s # 113-117
Comments:
Transmitted By: Earth Solutions NW, LLC
PM: Scott Riegel, L.G., L.E.G.
1805-136 1h PI NE, Suite 201 Bellevue, WA 98005
(425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710
CC:
1:
John Wilson
ATTN:
ohoiw/,Z7Drinocon.com
2:
Mark Richardson
ATTN:
;i�arlcr accrete. build
3:
Jeff Brain
ATTN:
teff accrete. build
4:
Jennifer Vo ele
ATTN:ennifer
accrete. build
5:
Jonathan Chavez
ATTN:
'chavez rentonwa. ov
6:
Joe W
ATTN:
oew accrete. build
Transmitted By: Earth Solutions NW, LLC
PM: Scott Riegel, L.G., L.E.G.
1805-136 1h PI NE, Suite 201 Bellevue, WA 98005
(425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710
ArrEarth
Solutions NW«C ESNW Rep. Project No.
15365 NE 90'h Street, Suite 100 AK 0895.06
Redmond, WA 98052 Time On Site Time Off Site
Page
1/2
Report No.
113
Date Day of Week
wo
Main (425) 449-4704 1 Fax (425) 449-4711
Monday
www.esnw.com
11:15 AM
4:00 PM
1/20/20
DAILY FIELD REPORT ITravefiTime
Weather
Project Name
Job Location
1.25 Hr. RT
Client/Owner
40s0F, Overcast
Weatherly Inn
4500 Talbot Rd.
S., Renton,
WA RJ Development,
LLC
Contractor #1 Contact Field Supervisor Reviewed
Rino Construction Mike LAC Wt%ZL
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 or test water line backfill, storm line backfill, cut slote.S
sewer discharge and earthwork activities.
Water Line Backfill
While onsite, rep observed contractor use a medium sized excavator to excavate and install the water line located
at the northeast corner of the site. Contractor expressed plans to continue installing water line this week.
Storm Line Backfill
Rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep observed
contractor install a 12" corrugated pipe at the toe of the excavation (W2'xD4') embedded in a 12" lift pea gravel.
Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and compacting with a
hoe pack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its
maximum dry density (130.7 lbs./cu. ft.).
Cut Slopes
Rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed
that the east 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. Rep observed that contractor had sloped the southeast corner of
the footing excavation to a 1:1 (H:V).
Sewer Discharge
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.
ESNW rep will return to observe earthwork activities when requested by client
4_J__1 �_
Andrew Kimn, Senior Technician, 206-430-9183
w Earth 5olut"rons NWLLc
t s 15365 NE 90" Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw.com
DAILY FIELD REPORT
ESNW Rep.
Project No.
AK
0895.06
Time On Site
Time Off Site
11:15 AM
4:00 PM
Travel Time
1.25 Hr. RT
Page 2/2 Report No
113
Date Day of Week
1/20/20 Monday
Weather
40s°F, Overcast
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
I Ray
FAreapprov"ed plans/permits on site? Project No. Permit No.
Test Test Location Reference Maximum Fill Test % of
Number (Storm Line) Elevation Compaction Dry Density Moisture Dry Density Maximum
Curve (pcf) (%) (pcf) Dry Density
114 See map for approximate location SG 1 130.7 9,6 124.9 96
115 See map for approximate location SG 1 130.7 9,3 124.6 95
Supplementary Report:
a
`114
*M
Earth Solutions NWLLC
15365 NE 90" Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www esnw com
DAILY FIELD REPORT
Project Name
Weatherly Inn
Contractor #1
Rino Construction
Contractor
ESNW Rep.
Project No.
Page
Report No.
AK
0895.06
1 1/1
114
Time On Site
Time Off Site
Date
Day of Week
11:30 AM;
1:30 PM;
Tuesday
12:45 PM
3:15 PM
1/21/20
Travel Time
Weather
1.25 Hr. RT (x2)
40s°F, Overcast
Job Location
4500 Talbot Rd. S., Renton, WA
Contact
Mike
Contact
Are approved plans/permits on site? Project No
Client/Owner
RJ Development, LLC
Field Supervisor Reviewed
LAC W.
Project Manager Reviewed
Ray
Permit No.
F
pplementary Report:
the client's request, ESNW rep was onsite to observe or test water line backfill, storm line backfill, cut slopes,
and earthwork activities
Water Line Backfill
While onsite, rep observed contractor use a medium sized excavator to excavate and install the water line located
at the northeast corner of the site Contractor expressed plans to continue installing water line this week.
Storm Line Backfill
Rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep observed
contractor install a 12" corrugated pipe at the toe of the excavation (W2'xD4') embedded in a 12" lift pea gravel.
Rep will return to observe and test compaction of the backfill as needed.
Cut Slopes
Rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed
that the east 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 Rep observed that contractor had sloped the southeast corner of
the footing excavation to a 1:1 (H:V).
Earthwork Activities
Rep observed contractor using a medium sized excavator and several large haul trucks to export material offsite.
ESNW rep will return to observe earthwork activities when requested by client
Andrew Kimn, Senior Technician, 206-430-9183
y Earth Solutions NWLLC
i 15365 NE 901 Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw.com
DAILY FIELD REPORT
Project Name
Weatherly Inn
Contractor #1
Rino Construction
Contractor #2
ESNW Rep.
AK
Project No.
0895.06
Page
1/2
Report No.
115
Time On Site
Time Off Site
Date Day of Week
10:30 AM;
11:00 AM;
Wed
12:15 PM;
12:30 PM;
1/22/20
2:30 PM
4:00 PM
Travel Time
Weather
1.25 Hr. RT (x2)
40s0F, Overcast
Job Location
4500 Talbot Rd. S., Renton, WA
Contact
Mike
Are approved plans/permits on site? Project No.
Supplementary Report:
Client/Owner
RJ Development, LLC
Field Supervisor Reviewed
LAC 'Al
Project Manager Reviewed
Ray
Permit No
At the client's request, ESNW rep was onsite to observe or test storm line backfill, cut slopes, sewer discharge,
test pH stormwater and earthwork activities.
Storm Line Backfill
While onsite, rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep
observed contractor install an 8" PVC pipe at the toe of the excavation (W2'xD6', or W2'xD3') embedded in an 8"
lift pea gravel. Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and
compacting with a hoe pack. Rep took compaction tests on backfill and observed material to be adequate of at
least 95% of its maximum dry density (130.7 lbs./cu. ft.).
Cut Slopes
Rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed
that the east 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. Rep observed that contractor had sloped the southeast corner of
the footing excavation to a 1:1 (H:V).
Sewer Discharge
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.
Test pH of Stormwater
Rep took pH tests to determine the acidity of stormwater. In red baker tank rep observed a pH of 8.5/9, rep
recommended that contractor add dry ice to lower the pH level. Rep observed that pH level was contained onsite
and that stormwater pH level in street was in compliance of required pH level at 6.5/7 pH. Contractor expressed
plans to add dry ice tomorrow, January 23, 2019, to lower the pH. Rep will return to test the pH tomorrow.
ESNW rep will return to observe earthwork activities when requested by client
Andrew Kimn, Senior Technician, 206-430-9183
Earth Solutions NWLLC ESNW Rep. Project No.
"
15365 NE 901' Street, Suite 100 AK 0895.06
t Redmond, WA 96052 Time On Site Time Off Site
Main (425) 449-4704 1 Fax (425) 449-4711 10:30 AM; 11:00 AM;
www esnw com 12:15 PM; 12:30 PM;
DAILY FIELD REPORT 2:30 PM 4:00 PM
Page 2/2 Report No.
115
Date Day of Week
Wed
1/22/20
Travel Time j Weather
1.25 Hr. RT (x2) 40s°F, Overcast
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.
Test Test Location
Number (Storm Line)
Elevation
Reference
Compaction
Maximum Fill
Dry Density Moisture
Test
Dry Density
% of
Maximum
Curve
(pcf) (%)
(pcf)
Dry Density
116 See map for approximate location
-4'
1
130.7 9.8
124.0
95
117 See map for approximate location
-2'
1
130.7 9.0
123.8
95
i 118 See map for approximate location
SG
1
130.7 9.3
125.2
gg
119 See map for approximate location
SG
1
130.7 9.4
124.5
95
Supplementary Report
r
,
3
S
116, 1 7, 118
46 Earth Snlu0onS NWLLC
15365 NE 90" Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www esnw com
DAILY FIELD REPORT
Project Name
Weatherly Inn
Contractor #1
Rino Construction
Contractor #2
Are approved plans/permits on site?
ESNW Rep. Project No. Page Report No.
AK 0895.06 1/1 116
Time On Site Time Off Site Date Day of Week
8:15 AM; 9:15 AM; Thursday
3:45 PM 4:00 PM 1/23/20
Travel Time
1.25 Hr. RT (x2)
Job Location
4500 Talbot Rd. S., Renton, WA
Contact
Mike
Contact
Project No
Weather
40s°F, Rain
Client/Owner
RJ Development, LLC
Field Supervisor Reviewed
LAC �A_ '"
Project Manager Reviewed
Ray
Permit No.
Supplementary Report:
At the client's request, ESNW rep was onsite to observe or test storm line backfill, cut slopes, sewer discharge,
test pH of stormwater and earthwork activities
Storm Line Backfill
While onsite, rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep
observed contractor install an 8" PVC pipe at the toe of the excavation (W2'xD6', or W2'xD3') embedded in an 8"
lift pea gravel. Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and
compacting with a hoe pack. Contractor expressed plans to continue storm line backfill tomorrow, January 24,
2019.
Cut Slopes
Rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed
that the east 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. Rep observed that contractor had sloped the southeast corner of
the footing excavation to a 1:1 (H -.V).
Sewer Discharge
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
65
Test pH of Stormwater
Rep took pH tests to determine the acidity of stormwater. In red baker tank rep observed a pH of 6.5, rep observed
that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite and that
stormwater pH level in street was in compliance of required pH level at 6.5/7 pH.
ESNW rep will return to observe earthwork activities when requested by client
i
Andrew Kimn, Senior Technician, 206-430-9183
t
Earth Solutions NWLLc
15365 NE 90' Street, Suite 100
Redmond, WA 98052
ESNW Rep.
AK
Project No
0895.06
Page Report No.
1/1 117
Date Day of Week
Time On Site
Time Off Site
Main (425) 449-4704 1 Fax (425) 449-4711
Friday
www esnw.com
1:00 PM
2:15 PM
1/24/20
DAILY FIELD REPORT
Weather
40s°F, Rain
Travel Time
1.25 Hr. RT
Client/Owner
Project Name
Job Location
Weatherly Inn
4500 Talbot Rd.
S., Renton, WA
RJ Development,
LLC
Contractor #1 Contact Field Supervisor Reviewed
Rino Construction Mike LAC 'jay
Contractor #2 Contact Project Manager Reviewed
f Ray
Are approved plans/permits on site? Project No. Permit No
Supplementary Report:
At the client's request, ESNW rep was onsite to observe or test cut slopes, footing excavations, sewer discharge
test pH of stormwater and earthwork activities.
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 east 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. Rep observed that contractor had sloped the southeast
corner of the footing excavation to a 1:1 (H:V).
Footing Excavations
Rep observed contractor use a large excavator to excavate the footings for the north footings of the building. Rep
used a'/z" steel t -probe and observed that the subgrade was very dense, firm, unyielding, and suitable for support
of the proposed building footings.
Sewer Discharge
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.
Test pH of Stormwater
Rep took pH tests to determine the pH of stormwater. In red baker tanks rep observed a pH of 6.5, rep observed
that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite and that
stormwater pH level in street was in compliance of required pH level at 6.5/7 pH.
ESNW rep will return to observe earthwork activities when requested by client
Andrew Kimn, Senior Technician, 206-430-9183