HomeMy WebLinkAboutCorrespondence - 89 MARIAN DRIVE 4/6/2006 Page 1 of 1
elleChiaie, Pamela
From: Dan Ottenheimer[info @millriverconsulting.com]
Sent: Thursday, April 06, 2006 1:44 PM
To: amcbrearty @millriverconsulting.com; Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters;
DelleChiaie, Pamela; Sawyer, Susan
Subject: 69 Marian Drive
We'll have the form to you shortly, but just so you know the issues we found:
Field built correctly.
D-box set level to within 2 1/100ths— nice work, though we did talk about putting in speed levelers in the
event future settling occurs
Y Septic had an effluent filter put in at the outlet end so it requires a manhole cover to grade.
Septic tank was not watertight. Water level was about 6" below the outlet invert. Reilly was going to
figure out what was going on and let us know.
Dan
Daniel Ottenheimer, President
Mill River Consulting, Inc.
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www,niillrivercon ulting.cotII
dais (),niillt-iverconSulting.COITI
4/6/2006