HomeMy WebLinkAbout20160674E002 Bethany Corner 2021-03-19 FR 001.pdf
Kirkland | Tacoma | Mount Vernon
425-827-7701| www.aesgeo.com
Date Mailed:
Principal / PM: Matthew A. Miller, P.E.
This document is considered a DRAFT until signed or initialed by an AESI Principal or Project Manager
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v.7.20
FIELD REPORT
Date Project Name Project No. Report No.
2021-03-19 Bethany Corner 20160674E002 001
Location Municipality AESI Project Manager AESI Field Rep
16451 111th Ave SE Renton Matthew A. Miller, P.E. Josh Greer
Permit No. Client/Owner Attn Requested By
Mark Seek (Tiger Mountain Homes) Mark Seek Client
Engineer/Architect General Contractor Grading Contractor Weather
D.R. Strong Tiger Mountain Homes / Mark Fury Site Works P. Cloudy 50’s
THE FOLLOWING WAS NOTED:
Associated Earth Sciences, Inc. (AESI) arrived on site in response to a request by the client and grading contractor to
observe excavation for a road subgrade. While on site we met with Mark Seek (Tiger Mountain Homes) and Mike Day
(Fury Site Works).
SE 165th Street Road Subgrade:
Upon arrival, we observed that much of the area that will become SE 165th Street was excavated approximately 5-7 feet
below existing grade (Figure 1). In the sidewalls of the excavation we observed loose, dark brown to black, fill soil that was
excavated and stockpiled nearby. Fury Site Works indicated that they would backfill approximately 1 foot of the road
subgrade excavation with 2-to-4-inch crushed, recycled concrete spalls to create a stable road subgrade and working pad
for future underground utility installation in the area. The client and grading contractor indicated that the 165th road area
would be backfilled with imported fill at a future date. AESI used a ½-inch diameter soil probe to observe the exposed
road subgrade before crushed concrete spalls were placed. Probe penetration ranged from 1-3 inches and was observed
to be firm and unyielding, free of organic rich fill soils, and suitable for crushed concrete placement.
AESI will return as requested by the client and/or grading contractor. Mark Seek and Fury Site Works were notified of all
observations while AESI was on site.
Date Project Name Project No. Report No.
2021-03-19 Bethany Corner 20160674E002 001
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FIELD REPORT
Figure 1: Grading Plan with Observed Area
N
Area excavated 5-7 feet to firm and unyielding
subgrade. Contractor plans to place 1 foot of
imported recycled concrete spalls.