From: 	"Dykstra, Trey" <Trey.Dykstra@stantec.com>
To:	"wchadbourne@haleyaldrich.com" <wchadbourne@haleyaldrich.com>
CC:	"Helen Donaldson (HCD@portlandmaine.gov)" <HCD@portlandmaine.gov>, "Jonathan Rioux (JRIOUX@portlandmaine.gov)" <JRIOUX@portlandmaine.gov>
Date: 	7/29/2015 4:52 PM
Subject: 	Stability Analysis - Newbury Street, Portland
Attachments:	Table 1.pdf

Wayne,

Here is the summary table from your report.  I agree with the strength parameters (450 and 700psf) for the undisturbed clay in Profile No. 1.  Under the Ground Improvement column for Profile No. 1, I would like to see the same the parametric study that was performed for Profile No. 3.

Thanks for your help.

Trey

Trey Dykstra, PE
Project Manager/Geotechnical Engineer
Stantec
5 Dartmouth Drive Suite 101 Auburn NH 03032‑3984
Phone: (603) 206‑7552 Direct Line
Cell: (603) 289‑6068
Fax: (603) 669‑7636
Trey.Dykstra@stantec.com<mailto:Trey.Dykstra@stantec.com>

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