5525.02 DFR 1.pdfU I f,
To: Select Homes, Inc.
Earth Solutions NW, LLC
LETTEIZ OF TRANSMITTAL
16531 IP Ave. W., A 107
Edmonds, Washington 98037
Attn: Gary Klick
Email: gary(a),selecthomeswa.com
No. of
Date: September 5, 2018
ESNW No.: ES- 5525.02
Project: 93 d SFR
Copies Date Description
1 7/17 Daily Field Report(s) # 1
Comments:
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Transmitted By: Earth Solutions NW, LLC
PM: Lewis Conklin
1805 — 136t' PI NE, Suite 201 Bellevue, WA 98005
(425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710
Earth Solutions NWL LC
Field Rep.
,
MILS
;Solu 011S
1805 136" Place NE, FAX:
Time On Site
N Lc
Suite 201 (425) 449-4711
6L
Bellevue, WA 98005 TOLL FREE:
10:30 AM
(425) 449-4704 (866) 366-8710
DAILY FIELD REPORT
Travel Time
1
1.0 Hr.
Project Name
Job Location
93rd SFR
22514 - 93rd Place Southwest
General Contractor's Superintendent
General Contractor
Grading Contractor
Grading Foreman
Project No.
Page of
Report No.
5525.02
1 of 1
1
Time Off Site
Date
Day of Week
10:45 AM
7/17/18
Tuesday
Weather
Overcast, low 50s
/ Owner
ITAIient
ellect Homes, Inc
Received Onsite By
Checked By
FAre approved Plans/Permits onsite 17 YES NO Project No Permit No.
Te Reference Maximum Fill Test 7Dry % of
T st
s,ty
s
um st Test Location Elevation Compaction Dry Density Moist ;ity Maximum
rN ber % u 7reDen
s Icu ft
Curve lbs./cu.ft. lbs./cu.ft. Dry Density
I Power Crossing Patch -1 1 1 1
1 1 Main power crossing SG 1 1 1 139.5 1 9.39/ 1
At the client's request, ESNW rep was on -site to test compaction on road patch.
While on -site, ESNW rep observed contractor installing main power crossing for the SFR. Power crossing lines were
buried in pea gravel. Backfill material consisted of 5/8" minus crushed rock, placed in Vor smaller lifts. Compaction
was achieved with a jumping jack. Density test results indicate adequate compaction of at least 95% maximum dry
density at the tested locations.
ESNW rep will return when requested by client,
Michael Stubbs
Field Technician
206-468-4863
L
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