HomeMy WebLinkAboutMiscellaneous - 545 WINTER STREET 4/30/2018 (2)North Andover Board of Assessors Public Access Page 1 of 1
Parcel ID: 210/104.A-0019-0000.0 Community: North Andover
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Location: 545 WINTER STREET
Owner Name: HENGL, DAVID RALPH
Owner Address: 545 WINTER STREET
City: NORTH ANDOVER State: MA ZIP: 01845
Neighborhood: 6 - 6 Land Area: 7.16 acres
Use Code: 101- SNGL-FAM-RES Total Finished Area: 1620 sqft
ASSESSMENTS CURRENT YEAR PREVIOUS YEAR
Total Value: 493,000 433,300
Building Value: 254,100 210,100
Land Value: 238,900 223,200
Market Land Value: 238,900
Chapter Land Value:
LATEST SALE
Sale Price: 220,000 Sale Date: 05/29/1997
Arms Length Sale Code: Y -YES -VALID Grantor: ROSE MARCINUK
Cert Doc: Book: 04765
Page: 0208
http://csc-ma.us/NandoverPubAcc/jsp/Home.jsp?Page=3&Linkld=807681 6/13/2006
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Sawyer, Susan
From: Sawyer, Susan
Sent: Friday, September 09, 20113:28 PM
To: 'd.hengl@verizon.net'
Subject: septic repair
Mr. Hengl,
I reviewed the file and refreshed my memory.
Your system was replaced in December of last year. I was told at that time that both parties agreed the final loaming and
seeding was to be done in the spring. I advised your attorney on Dec. 15, 2010 that to receive a Certificate of
Compliance, prior to doing the seeding, I would need a written letter from you (the owner) stating you understood that
this was your choice.
As far as I can tell there was no communication after that. This is therefore still an open permit. There has been no
request for any final inspection by Mr. Kellett or submission of final documents. There will not be any sign off by this
office until all items are received and approved.
In regards to your comments about conducting a perc test in the cover material of the system. There is no standard for a
perc rate of system cover. Disturbing the system will have no benefit to the system and to work in a septic system one
must be a licensed installer. I highly recommend that you do not continue to disturb the septic system in any way.
At this point we will wait to observe the final grade after Mr. Kellett requests our inspection.
Thank you
Susan
Swan Smmje*
1600 Vagmd Stwd
J'3U# 2U, unit 2.36
,Nadi Qndom, ,MQ 01845
mice 978 688-9540
{ax 978 6884476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the
[ http://www.sec.state.ma.us/pre/preidx.htm ]Massachusetts Public Records Law.
DelleChiaie, Pamela
From:
Sawyer, Susan
Sent:
Wednesday, September 07, 2011 1:18 PM
To:
DelleChiaie, Pamela
Subject:
545 Winter ST
Pam,
Yesterday, Mr. Hengl called. Problems with the final grade. Or lack there of.
I pulled the file and found it missing a lot of information in this installation. I went on my email and pulled a number of
emails about this. (I put with the file)
In Mid December this email below was sent to their lawyer about 545 Winter wanting to wait for the spring. I don't think
it went anywhere from there. Do you recall? Can you check your emails?
Maybe we can check with Jim to find out what happened. There is no as -built in the file or final grade info or sign offs.....
Remember with the new local regs, if this is not cleared up we should hold the next application for a permit until the
information we need is received.
Thanks
S
From: Elizabeth Roth
From: Sawyer, Susan Imailto:ssawyer@townofnorthandover.com1
Sent: Wednesday, December 15, 2010 10:30 AM
To: Elizabeth Roth
Subject: RE: This week's speaker
Ok
On another subject. The installation of the system is complete at 545 Winter Street. The owner and Mr. Kellett, however
want to wait to seed the system until the spring. I told your client verbally that if she needs a Certificate of Compliance
before next spring I will need a letter stating that she understands that this is by her choice. This is not a Title V
requirement however our local Health Dept. likes to make sure the final grade; loaming and seeding is done as a
courtesy to our residents.
Thank you
Susan
Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more
information please refer to: http://www.sec.state.ma.us/ore/preidx.htm.
Please consider the environment before printing this email.
Sawyer, Susan
From: Elizabeth Roth [eroth@rothlawyers.com]
Sent: Wednesday, December 15, 2010 10:40 AM
To: Sawyer, Susan
Subject: RE: This week's speaker
Thank you, Susan for the update. You have been very helpful in bringing this matter to closure!
Beth Roth
Elizabeth A. Roth, Esq.
Roth & Associates, LLC
231 Sutton Street, Suite 1-13
North Andover, MA 01845
(Ph) 978-686-4660
(Fax) 978-686-4603
93 Stiles Road, Suite 201
Salem. NH 03079
(Ph)603-893-5465
(Fax) 978-686-4603
www.rothlawyers.com
This Electronic Message contains information from the law firm of Roth & Associates, LLC, which may be privileged and confidential. The information is intended to
be for the use of the addressee only. If you have received this communication in error, do not read it. Please delete it from your system without copying it, and notify
the sender by reply e-mail, so that our address record can be corrected. Thank you.
Circular 230 Disclosure: To ensure compliance with IRS Circular 230, we inform you that any federal tax advice included in this communication (including
attachments) is not intended or written to be used, and it cannot be used, for the purpose of (i) avoiding the imposition of federal tax penalties or (ii) promoting,
marketing or recommending to another party any transaction or matter addressed herein.
From: Sawyer, Susan[mailto:ssawyer@townofnorthandover.com]
Sent: Wednesday, December 15, 2010 10:30 AM
To: Elizabeth Roth
Subject: RE: This week's speaker
Ok
On another subject. The installation of the system is complete at 545 Winter Street. The owner and Mr. Kellett, however
want to wait to seed the system until the spring. I told your client verbally that if she needs a Certificate of Compliance
before next spring I will need a letter stating that she understands that this is by her choice. This is not a Title V
requirement however our local Health Dept. likes to make sure the final grade; loaming and seeding is done as a
courtesy to our residents.
Thank you
Susan
From: Elizabeth Roth [mailto:eroth@rothlawyers.com]
Sent: Wednesday, December 15, 201010:18 AM
To: Sawyer, Susan
Subject: RE: This week's speaker
Hello Susan:
PRINTED BY: Pamela DelleChiaie - PLEASE LEAVE IN PRINT-OUT TRAY.,.,.., THANK YOU.
DelleChiaie, Pamela
From: Marianne Peters[mpeters@millriverconsulting.com]
Sent: Friday, December 10, 2010 8:16 AM
To: Sawyer, Susan
Cc: elleCfiiale Pamela; I Michele
Subject: RE: 545 Winter Street
This is scheduled for 1:0 on 12/13 (Monday).
Have a great weekend!
From: Sawyer, Susan Imailto:ssawyer@townofnorthandover.com]
Sent: Thursday, December 09, 2010 1:36 PM
To: 'Marianne Peters'
Cc: DelleChiaie, Pamela; Grant, Michele
Subject: 545 Winter Street
Hi,
Please call Jim Kellett and set up a final inspection of the leaching area.
This system was built in 2004, and due to a "failure" and subsequent lawsuit it is being rebuilt.
781953-7146 1
The tank, d -box and old infiltrators are being reused where possible, but some chambers broke so one trench has the
new version. This was ok'd by Ben Osgood the Engineer.
We are getting close. This may be the last system open for 2010!
Thx
Susan Sawy A
16CO Vag"d Stud
Jedg. 20, una 2-36
Noxib endow,%, AW 01845
mice 978 688-9540
fax 978 688-8476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the
[ http://www.sec.state.ma.us/pre/preidx.htm ]Massachusetts Public Records Law.
Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more
information please refer to: http://www.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
I OF I
DelleChiaie, Pamela
Sawyer, Susan
From: jim.kelleftexcavating@comcast.net
Sent: Tuesday, December 07, 201010:59 AM
To: Sawyer, Susan
Subject: Re: 545 Winter
We installed 1 row of quick 4 infiltrators closest row to the house. Everything went perfect. All washed sand
around infiltrators
Sent from my B1ackBerry® smartphone with Nextel Direct Connect
From: "Sawyer, Susan" <ssLvaer e,townofnorthandover.com>
Date: Tue, 7 Dec 2010 10:52:28 -0500
To: 'Osgood, Benjamin C.'<BOsgood@Pennoni.com>
Cc: James Kellett (iim.kellettexcavatina(a comcast.net)<iim.kellettexcavating(n comcast.net>;
'renee.kellett@comcast.net'<renee.kellett@comcast.net>
Subject: 545 Winter
Hi Ben, what was the final result for Winter Street with the infiltrators? I haven't heard.
The season closes this Friday.
Thanks
Susan
Stman Sawyu
Yub& Neaft 01ted"
160C (agood Stwd
Xe4 20, unit 2.36
.NodA Qndom, Ata C1845
office 978 688-9540
f 978 688-8476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the
[ http://www.sec.state.ma.us/pre/preidx.htm ]Massachusetts Public Records Law.
Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more
information please refer to: http:/twww.see.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
PRINTED BY: Pamela DelleChiaie - PLEASE LEAVE IN PRINT-OUT TRAY....... THANK YOU.
DelleChiaie, Pamela
From: Sawyer, Susan
Sent: Thursday, December 09, 2010 7:20 AM
To: DelleChiaie, Pamela; Grant, Michele
Subject: FW: 2 systems
So Jim needs a final grade at 300RTL. He asked for it by Friday, but there is no rush in my mind so if we put it off until
Monday that is fine with me.
Pam. Has Ben called us to have Mill Riv go to 545 Winter St yet? I pe he did. So we can get these done.
Thx
S
From: jim. kellettexcavatingC@comcast.net Lmailto:Lm.kellettexcavating@comcast.netl
Sent: Tuesday, December 07, 2010 11:36 AM
To: Sawyer, Susan
Subject: Re: 2 systems
Thank you very much
Sent from my BlackBerry® smartphone with Nextel Direct Connect
From: "Sawyer, Susan" <ssgMer@townofnorthandover.com>
Date: Tue, 7 Dec 2010 11:24:41 -0500
To: 'jim.kellettexcavating@comcast.net'<jim.kellettexcavating@a,comcast.net>
Subject: RE: 2 systems
545 Winter — After Ben says it is ok, he will call us, then Mill River will set up with you.
300RTL, yes we can do the final grade this week. I will send this request on to Pam.
From: jim.kellettexcavating@comcast.net jmailto:jim.kellettexcavating@comcast.net
l
Sent: Tuesday, December 07, 2010 11:20 AM
To: Sawyer, Susan
Subject: Re: 2 systems
Now I'm confused. Ben is going to 545 to do the asbuilt later today I was told. Now 300 raleigh tavern I am
done with the loam the owner is spreading seed tomorrow. Can you do a final on thursday or friday for 300
raleigh tavern?
Sent from my B1ackBerry® smartphone with Nextel Direct Connect
From: "Sawyer, Susan"<ssgMer(a)townofnorthandover.com>
I OF 2
DelleChiaie, Pamela
PRINTED 6Y: Pamela DelleChiaie - PLEASE LEAVE IN PRINT-OUT TRAY....... THANK YOU.
Date: Tue, 7 Dec 2010 11:04:01 -0500
To: 'jim.kellettexcavating@comcast.net'<jim.kellettexcavatingkcomcast.net>
Subject: 2 systems
I am mixing the two up. To clarify
Ben is doing the as -built for 545 today? Is that correct? Then he needs to call us to get Mill River out there if all is ok.
Bill did 300 RTL, Did Mill River already meet you on that one?
I assume yes, so it is that owner who is loaming, correct?
From: jim.kellettexcavating@comcast.net Lmailto:jim.kellettexcavating@comcast.net]
Sent: Tuesday, December 07, 2010 10:57 AM
To: Sawyer, Susan
Subject: Re: 300 RTL
Hello as we speak just finishing the loam the owner is spreading seed tomorrow. I believe Ben is doing the as
built later today. Have you been out to 545 winter?
Sent from my B1ackBerry® smartphone with Nextel Direct Connect
From: "Sawyer, Susan" <ssaMerktownofnorthandover.com>
Date: Tue, 7 Dec 2010 10:54:37 -0500
To: James Kellett (jim.kellettexcavatinggcomcast.net)<jim.kellettexcavating_ncomcast.net>;
'renee.kellett@comcast.net'<renee.kellettgcomcast.net>
Subject: 300 RTL
Where are we with this one as well?
Susan
Stmatt SaUlxc
J ub& Neaft 0hectan
1600 Uog"d Stwd
JV4 20, unit 2-36
✓ adh Qndou", .MCL 01845
office 978 688-9540
fax 978 688-8476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the
L http://www.sec.state.ma.us/pre/r)reidx.htm ]Massachusetts Public Records Law.
Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more
information please refer to: http://www.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
2 2OF2
DelleChiaie, Pamela
Sawyer, Susan
From: Sawyer, Susan
Sent: Monday, November 29, 2010 1:38 PM
To: 'Osgood, Benjamin C.'; James Kellett aim.kellettexcavating@comcast.net)
Subject: RE: Winter Street
Ben, Jim says he cannot get the infiltrators except by order. They are on order, but may take several days to get in. Do
you recommend he wait or change out one trench to the new version? If he does change, I believe there may be
different inverts even though loading rate is the same, so how would that effect the pipe from the d -box to the new
invert?
Jim and I also discussed the conversation I had with you. In addition to the below items in your email, you and I noted.
1) The d -box is in good condition and can therefore stay if cleaned out thoroughly and the level is verified
2) The pipes from d -box to the trenches have been abused over time with sludge, to reuse they must be jetted to
ensure they are clean
3) The pipes from the d -box should also be exposed so their condition can be verified and the elevations can be
taken by the engineers
Ben does this sound accurate.
Please get this done as soon as possible.
Thank you
Susan
From: Osgood, Benjamin C. jmailto:BOsgoodO)Pennon Lcoml
Sent: Monday, November 29, 2010 11:18 AM
To: James Kellett Uim. kellettexcavating @comcast. net)
Cc: Sawyer, Susan
Subject: Winter Street
Jim,
I looked at winter street yesterday and it looks as if you removed any material which may contribute to clogging from
the area where the trenches are located. I think when you replace the chambers there should be 12" or more of washed
concrete sand below and around the chambers. The chambers also need to be cleaned completely, preferably with a
hose, to remove any sludge or scum buildup from the small openings. I noticed that a good portion of the openings are
clogged with hardened biomat which needs to be removed.
Let me know when you are going to install the new trenches and I will be there to witness the installation.
Ben
Benjamin C. Osgood, Jr., P.E.
Sr. Engineer
PENNONI ASSOCIATES INC.
Suite 120
Suite 201
100 Burtt Road
93 Stiles Road
Andover, MA 01810
Salem, NH 03079
Tel: 978-749-9929 x 3712
Tel: 603-226-1950
Fax: 978-749-9920
Fax: 603-226-3235
Cell: 978-435-1324
Note: use the address 300 Ballardvale
St., Andover, MA for mapping
http://www.pennoni.com I bosgood@pennoni.com
� �1�n�1a
Sawyer, Susan
From: Elizabeth Roth [eroth@rothlawyers.com]
Sent: Thursday, November 18, 2010 10:42 AM
To: Sawyer, Susan
Subject: RE: Thursday's Speaker
Hello Susan:
Sorry to have missed the meeting .... I didn't realize that my secretary scheduled me for an early morning meeting
today .... I now have the rotary meetings in my calendar as reoccurring so that we don't have a conflict going forward. My
guess is that you will not be meeting again until 12/2.
On Kellett: Mr. Kellett called me two days ago and I thought we were agreed that he was taking soil samples on
Tuesday... which he did and would start the work Friday or at the latest on Monday. At that time he asked what would
happen if he did not get the project complete until after December Vt and I assured him that if the project is not
completed by that date we are going to court. The Hengl's are at the end of their ability to cooperate and frankly, I do
not see how (in good faith) he prioritized this other project ahead of the work at Winter Street.
Thank you so much for your assistance with this matter. Please call me on my cell phone to update me on Friday 603-
401-0121.
Best regards,
Beth Roth
Elizabeth A. Roth, Esq.
Roth & Associates, LLC
231 Sutton Street, Suite 1-13
North Andover, MA 01845
(Ph) 978-686-4660
(Fax) 978-686-4603
93 Stiles Road, Suite 201
Salem. NH 03079
(Ph) 603-893-5465
(Fax) 978-686-4603
www. roth lawyers. com
This Electronic Message contains information from the law firm of Roth & Associates, LLC, which may be privileged and confidential. The information is intended to
be for the use of the addressee only. If you have received this communication in error, do not read it. Please delete it from your system without copying it, and notify
the sender by reply e-mail, so that our address record can be corrected, Thank you.
Circular 230 Disclosure: To ensure compliance with IRS Circular 230, we inform you that any federal tax advice included in this communication (including
attachments) is not intended or written to be used, and it cannot be used, for the purpose of (i) avoiding the imposition of federal tax penalties or (ii) promoting,
marketing or recommending to another party any transaction or matter addressed herein.
From: Sawyer, Susan [mailto:ssawyer@townofnorthandover.com]
Sent: Wednesday, November 17, 2010 1:26 PM
To: Elizabeth Roth
Subject: RE: Thursday's Speaker
Ok, I will carry my cell if you get lost call me.
978 490-6678 O
I just spoke to Mr. Kellett. Friday he and I are meeting to hopefully issue the permit and discuss the project for 545
Winter. He is not nearly finished with the first installation so I can't say when he will be at your site.
Susan
From: Elizabeth Roth [mailto:eroth@rothlawyers.com]
Sent: Wednesday, November 17, 201012:19 PM
To: Sawyer, Susan
Subject: RE: Thursday's Speaker
Hello Susan:
I plan to be there .... now if I can just find my way in to the building! O
See you tomorrow.
Beth
Elizabeth A. Roth, Esq.
Roth & Associates, LLC
231 Sutton Street, Suite 1-B
North Andover, MA 01845
(Ph) 978-686-4660
(Fax) 978-686-4603
93 Stiles Road, Suite 201
Salem. NH 03079
(Ph)603-893-5465
(Fax) 978-686-4603
www.rothlawyers.com
This Electronic Message contains information from the law firm of Roth & Associates, LLC, which may be privileged and
confidential. The information is intended to be for the use of the addressee only. If you have received
this communication in error, do not read it. Please delete it from your system without copying it, and notify the sender
by reply e-mail, so that our address record can be corrected. Thank you.
Circular 230 Disclosure: To ensure compliance with IRS Circular 230, we inform you that any federal tax advice included
in this communication (including attachments) is not intended or written to be used, and it cannot be used, for the
purpose of (i) avoiding the imposition of federal tax penalties or (ii) promoting, marketing or recommending to another
party any transaction or matter addressed herein.
From: Sawyer, Susan[mailto:ssawyer@townofnorthandover.com]
Sent: Wednesday, November 17, 201010:02 AM
To: Elizabeth Roth
Subject: FW: Thursday's Speaker
Hi Beth,
Hope to see you Thursday AM at our meeting. Here is the speaker information.
Susan
From: Emerson, Scott [mailto:semerson@wm.com]
Sent: Tuesday, November 16, 2010 4:47 PM
To: Bill Crawford; Bob Ford; Bruce Barclay; Carrie Anderson; Chad Pick; Cheryl Tibaudo; Jackie Bannister; Jim Phelan; Joe
Smith ; Judy Carryl-Young ; Kim Hazarvartian and Susan; Mike Pansovoy; Paul Proulx; Scott Emerson; Steve Daly; Susan
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Monday, November 15, 2010 2:24 PM
To: Sawyer, Susan
Subject: 545 Winter Street - Jim Kellett - Need additional $125
I do not have a record from my spreadsheets to date that Jim Kellett paid the balance on 545 Winter Street. Information
received was: $125.00, Receipt #4193, DWC Component only, to date. The deposit for that was in September. I will
send him an e-mail reminder.
&a R09466,
Pamela DelleChiaie
Departmental Assistant I Community Development I Health Department
Town of North Andover
1600 Osgood Street I Bldg 20 1 Suite 2-36
North Andover, MA 01845
2 Office - 978-688-9540
R Fax -978-688-8476
O Email - pdellechiaie(@townofnorthandover.com
'6 Website http://www.townoftiorthandov,2r.vjm/Pages/index
"We can never see the path of our life if we are too busy focusing on the pebbles under our feet. "--Anonymous
From: Sawyer, Susan
Sent: Monday, November 15, 2010 11:45 AM
To: Grant, Michele
Cc: DelleChiaie, Pamela
Subject: 300 RTL
Anyone have info. on this?
Did Jim get a BoB yet on 300 Raleigh Tavern Lane?
I know they had some problems with tank locations.
Also, Pam did Kellett come in and pay for the rest of the 545 Winter St permit yet?
545's lawyer is asking about progress.
thx
Stman Smmju
Yue& XWft !Z)
16CC Uogwvd Sheet
2Ug 20, unit 2-36
✓Vmd andoaen, .Ma 01845
o#ice 973 688-9540
fax 978 688-8476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the
[ http://www.sec.state.ma.us/pre/preidx.htm ]Massachusetts Public Records Law.
Please note the Massachusetts Secretary of State';, office has determined that most emails to and from municipal offices and officials are public records. For more
information please refer to: http:/Avww.sec.state.ma.us/pre/preidx.htm.
DelleChiaie, Pamela
From:
kbrown2525@comcast.net
Sent:
Thursday, October 29, 2009 8:57 AM
To:
DelleChiaie, Pamela
Subject:
Re: 545 Winter Street - Status
Morning Pam,
Winter street in finished I will drive it down tomorrow morning. I cant today my car is in the shop. Too far to
walk to North Andover.:)
See you tomorrow.
Kim
----- Original Message -----
From: "Pamela DelleChiaie" <pdellech cktownofnorthandover.com>
To: kbrown2525gcomcast.net
Sent: Wednesday, October 28, 2009 1:17:29 AM GMT -05:00 US/Canada Eastern
Subject: RE: 545 Winter Street - Status
Thanks Kim. He sent me an e-mail. It's tough to do two jobs!! ;)
From: kbrown2525@comcast.net [kbrown2525@comcast.net]
Sent: Tuesday, October 27, 2009 5:45 PM
To: DelleChiaie, Pamela
Subject: Re: 545 Winter Street - Status
ok pam I forwarded your message to ben i will talk to him tonight. Sorry for the delay.
----- Original Message -----
From: "Pamela DelleChiaie" <pdellech@townofnorthandover.com>
To: "Ben Osgood Jr. (bosgood@pennoni.com)" <bosgood@pennoni.com>
Cc: kbrown2525@comcast.net, "Susan Sawyer" <ssawyer@townofnorthandover.com>
Sent: Tuesday, October 27, 20091:46:40 PM GMT -05:00 US/Canada Eastern
Subject: 545 Winter Street - Status
Hi Ben,
What is the status of the updated information we need for 545 Winter Street? Jim Kellett will most likely be
working in Town in the next couple of weeks for a property on Salem Street, so you may want to coordinate
with him regarding getting the necessary work done on Winter Street. Please let me know the status of
everything. We are anxious to close any work out by November 15th (applications), as the installation season
ends on Nov. 30th. Thank you!
Pam ;)
Teat W9"41
Health Department Assistant
TOWN OF NORTH ANDOVER
DelleChiaie, Pamela
From:
kbrown2525@comcast.net
Sent:
Wednesday, October 28, 2009 8:51 AM
To:
DelleChiaie, Pamela
Subject:
Re: 545 Winter Street - Status
im working on it right now, he has to stamp it so he can do that when he comes home and I will bring it down
tommorow morning.
----- Original Message -----
From: "Pamela DelleChiaie" <pdellech@townofnorthandover.com>
To: kbrown2525@comcast.net
Sent: Wednesday, October 28, 20091:17:29 AM GMT -05:00 US/Canada Eastern
Subject: RE: 545 Winter Street - Status
Thanks Kim. He sent me an e-mail. It's tough to do two jobs!! ;)
From: kbrown2525(�bcomcast.net [kbrown2525@comcast.net]
Sent: Tuesday, October 27, 2009 5:45 PM
To: DelleChiaie, Pamela
Subject: Re: 545 Winter Street - Status
ok pam I forwarded your message to ben i will talk to him tonight. Sorry for the delay.
----- Original Message -----
From: "Pamela DelleChiaie" <pdellech@townofnorthandover.com>
To: "Ben Osgood Jr. (bosgood@pennoni.com)" <bosgood@pennoni.com>
Cc: kbrown2525@comcast.net, "Susan Sawyer" <ssawyer@town of north and over.com>
Sent: Tuesday, October 27, 20091:46:40 PM GMT -05:00 US/Canada Eastern
Subject: 545 Winter Street - Status
Hi Ben,
What is the status of the updated information we need for 545 Winter Street? Jim Kellett will most likely be
working in Town in the next couple of weeks for a property on Salem Street, so you may want to coordinate
with him regarding getting the necessary work done on Winter Street. Please let me know the status of
everything. We are anxious to close any work out by November 15th (applications), as the installation season
ends on Nov. 30th. Thank you!
Pam ;)
Health Department Assistant
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20; Suite 2-36
North Andover, MA 01845
978.688.9540 - Phone
978.688.8476 - Fax
DelleChiaie, Pamela
From:
kbrown2525@comcast.net
Sent:
Monday, nctober 26, 2009 9:58 AM
To:
DelleChiaie, Pamela
Subject:
Re: 545 Winter Street
Hi Pam,
I'll forward this to ben
Kim
----- Original Message -----
From: "Pamela DelleChiaie" <pdellech@townofnorthandover.com>
To: kbrown2525@comcast.net
Sent: Monday, October 26, 2009 9:51:26 AM GMT -05:00 US/Canada Eastern
Subject: 545 Winter Street
Hi Kim,
Will these be coming in soon?
PO
From: Sawyer, Susan
Sent: Monday, October 26, 2009 9:07 AM
To: DelleChiaie, Pamela
Cc: 'd.hengl@verizon.net'
Subject: RE: RE: Re: RE: no subject
Pam, have we received any updated plans from Ben Osgood for Winter Street?
Thx
Susan
From: d.hengl@verizon.net [mailto:d.hengl@verizon.net]
Sent: Saturday, October 24, 2009 7:48 PM
To: Sawyer, Susan
Subject: Re: RE: Re: RE: no subject
Susan,
Could you please provide me the current status on the permit for replacement of my septic system. I have not
had any feedback since your last email. If possible I would still like to complete the installation this year
although that is looking less and less likely. Thank you.
Regards
David Hengl
Oct 8, 2009 02:25:03 PM, ssawyerktownofnorthandover.com wrote:
From: d.hengl@verizon.net [mailto:d.hengl@verizon.net]
Sent: Saturday, October 03, 2009 1:55 PM
To: Sawyer, Susan
Subject: Fwd: Re: RE: no subject
Susan,
I am following up with you regarding the email trail below. Ben Osgood has indicated that the BOH has
approved the variances but there were a few questions that you still needed to have answered. The purpose of
my email is to offer any assistance that may be needed to obtain the permit. I don't know what steps need to be
taken so I would appreciate if you could enlighten me regarding the process. With the board approval is there
some document that I will get from the BOH pursuant to obtaining the permit? An approval letter will be
generated when the final revision is approved. What is needed by your office? Ben knows and says he will
work on it this weekend and submit next week. How and where do I get the permit? The installer will have to
apply and pay for the permit How long is the permit valid and what is the deadline for a septic installation this
year? Installation permits must be requested by Nov. 15 and the installation completed by Dec 1 I appears as if
I will need to go back to court in order to get Kellett the contractor to fulfill his commitments and I am not sure
how long this may take - but certainly a few months. Generally the season opens March 1 depending on weather
If you could reply by email with what steps I need to do in order to complete the permit process or let me know
what would be a good time to meet in person to discuss please let me know. At this point there is nothing for
you to do.
Regards
Dave
Oct 3, 2009 01:37:15 PM, d.hengl@verizon.net wrote:
Ben,
Thank you!!!! Can you provide me with the updated septic drawings and the details on what variances were
approved etc. Will I need to go to the board of health to get / pay for the permit? Is there anything else that I
would need to provide to secure the permit? When and where could I meet with you to obtain the engineering
plans and pay you for your assistance per my telephone offer a while ago. This is very good news and I really
do appreciate your helping me to bring closure.
Regards
dave
Sep 28, 2009 07:52:21 PM, bosgood@neen ing eerinizinc.com wrote:
Dave,
attended the Board meeting last week. The Board approved the variances. Susan has a few comments regarding the
plan which I will address as soon as she sends me a letter detailing what she needs. I suspect we will be all set by some
time next week.
Ben
From: d.hengl@verizon.net [mailto:d.henglOverizon.net]
Sent: Monday, September 28, 2009 6:47 PM
To: bosgood@neenaineeringinc.com
Subject: Re: no subject
Ben,
I am so sorry, I have been working long hours and have not checked email in several days, so I was unaware
that you were prepared for the meeting., I hadn't requested to be put on the September docket with the board as
in our last email you made it sound as if you would not have time to prepare. I have been attempting in the
mean time to secure legal council and to pursue further action through the courts. My offer to you still holds, if
the permit for the septic replacement can be obtained from the NA board of health then I will pursue Kellett
only. Can you provide me with more details - did you attend the meeting? Is the letter with the requested
variances prepared and the engineering drawings updated with the filter etc. completed? May I have a copy of
the documents? Do I need to get on the agenda for the next board meeting in order to present the information
and secure the permit (if so would you be available them?). Is there a time when I could meet with you or have
a telephone conversation to answer the above and other questions I may have. If so please provide me with the
time / date and number to call. Thank you for following up - I had given up hope.
Regards
Dave Hengl
Sep 23, 2009 07:39:15 PM, bosgood@neen ing eeringinc.com wrote:
Dave,
Je are all set for the BOH meeting tomorrow night Thursday September 24, 2009. The meeting is in the
own Hall meeting room at 7:15.
Ben Osgood
C. Osgood Jr. P.E.
President
ew England Engineering Services, Inc.
1600 Osgood Street Suite 2-64
Andover, MA 01845
1768
DelleChiaie, Pamela
From: benjaminosgood@comcast.net
Sent: Wednesday, September 16, 2009 2:31 PM
To: DelleChiaie, Pamela
Subject: Re: Septic - 545 Winter Street - Letters - need to resend
i just faxed them over. let me know if you got them
----- Original Message -----
From: "Pamela DelleChiaie"<Pdellech(a)-townofnorthandover.com>
To: beniaminosgood(cD-comcast.net, "Ben Osgood Jr. (bosgood(D-pennoni.com)" <bosgood(_pennoni.com>
Cc: "Susan Sawyer" <ssawyera-townofnorthandover.com>
Sent: Wednesday, September 16, 2009 2:15:20 PM GMT -05:00 US/Canada Eastern
Subject: FW: Septic - 545 Winter Street - Letters - need to resend
Hi Ben,
Attached is what came through to me. Can you drop off revised/reprinted copies today or tomorrow? Thanks. What
about the plans? Does Susan need to look at those before the meeting?
Pamela DelleChiaie
Health Department Assistant
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20; Suite 2-36
North Andover, MA 01845
978.688.9540 - Phone
978.688.8476 - Fax
pdellechiaie@townofnorthandover.com - E-mail
http://www.townofnorthandover.com - Website
Notes
If copied to BOH Members - Reference Copy Only - no response requested at this time
From: noreply(&townofnorthandover.com[mailto:noreplyC5)townofnorthandover.coml
Sent: Wednesday, September 16, 2009 3:08 PM
To: DelleChiaie, Pamela
Subject: Septic - 545 Winter Street - Letters - need to resend
DelleChiaie, Pamela
From: benjaminosgood@comcast.net
Sent: Monday, September 14, 2009 1:55 PM
To: DelleChiaie, Pamela
Subject: 545 Winter St No Andover
Attachments: LOCAL BYLAW VARIANCE Request.DOC; LUA Request.DOC
Hi Pam,
Enclosed are the letters requesting LUA and Local Bylaw waiver
I will send the originals with the signature by mail.
Ben
DelleChiaie, Pamela
From: Sawyer, Susan
Sent: Tuesday, September 08, 2009 4:12 PM
To: DelleChiaie, Pamela
Subject: RE: Septic - 545 Winter Street
The question is will we have a quorum. Can you put out an email to see who can make it? We need all 3 as I am sure
Larry will not be there.
If not, we'll have to move it. Tell them we'll continue regulation discussions at a time when the chairman can be present
so we don't repeat discussions.
S
From: DelleChiaie, Pamela
Sent: Tuesday, September 08, 2009 3:39 PM
To: Sawyer, Susan
Subject: FW: Septic - 545 Winter Street
Susan
Looks like we are having a Sept. meeting. Closing date is Mon. 9.14 if anything else needs to be added.
P
From: Osgood, Benjamin C. [mailto:BOsguod(&Pennoni.com1
Sent: Tuesday, September 08, 2009 2:44 PM
To: DelleChiaie, Pamela
Subject: RE: Septic - 545 Winter Street
Pam,
I am finishing the plans and required info this week so I would like to be on the agenda.
Ben
From: DelleChiaie, Pamela jmaiIto: pdellechC&townofnorthandover.coml
Sent: Tuesday, September 08, 2009 2:39 PM
To: Osgood, Benjamin C.
Subject: Septic - 545 Winter Street
Hi Ben,
Just following up on this again ..... what is the status on this property? Our next BOH meeting is Sept. 20, but
two, possibly three members will not be there, so unlikely to have a quorum for any decisions. Can it wait
until October, or does your client need to have it addressed ASAP? Next meeting after that is October 22"a
Let me know ASAP, as closing date for an agenda is next Monday. Thank you.
Fame& Ve&e.
Pamela DelleChiaie
Health Department Assistant
TOWN OF NORTH ANDOVER
DelleChiaie, Pamela
From: Sawyer, Susan
Sent: Friday, June 26, 2009 2:02 PM
To: Grant, Michele; DelleChiaie, Pamela
Cc: Rillahan, Deb; tat.boh@comcast.net
Subject: FW: Septic Variance Health Board Approval - 545 Winter St
FYI on that septic that we had to continue
From: d. hen4lCfterizon.net fmailto:d.henal@verizon.netl
Sent: Thursday, June 25, 2009 5:19 PM
To: benjaminosgood@comcast.net
Cc: Sawyer, Susan; d.hengl@verizon.net
Subject: Septic Variance Health Board Approval - 545 Winter St
Mr. Osgood,
I received a voicemail from Susan Sawyer (North Andover Health Dept). After speaking with her about tonight's health
board meeting, she informed me that you had responded via email stating the cover letter and plans were not prepared so
she was going to remove my petition from the docket for this evening. This is a huge disappointment to me. Marked up
plans with the variances requested are a must have for the health board and I need you to provide them. According to
Susan the suggested variances listed in my letter to you are relatively straight forward but they must be included in plans
along with anything else being requested for board approval. You are the expert on this process; I am trying to facilitate
getting my septic work completed and wiii do all I can to avoid further expense for all parties. Please contact me to clarify
what is expected, who is doing it and when so that by the next board meeting in July my petition can be on the docket. I
hate resorting to threats but If this does not happen or we can not arrive at a committed schedule, I am going back to
court for breach of settlement where all of us stand to lose. My contact information — Work phone # 978 379-8132, Home
phone #978 688-5168, email address d. hengl(d)-verizon. net if you can not reach me directly, leave a time and number
where I can reach you. I wish to work out an amicable solution with you and await your reply.
Regards,
David Hengl
DelleChiaie, Pamela
From:
Sawyer, Susan
Sent:
Wednesday, June 24, 2009 8:43 AM
To:
Anne L. Brennan (E-mail); Francis P. MacMillan (E-mail); Joe McCarthy (E-mail); Larry Fixler
(E-mail); Tom Trowbridge (E-mail)
Cc:
DelleChiaie, Pamela; Grant, Michele
Subject:
545 Winter Street
Attachments:
SKMBT_60009062408080.pdf; SKMBT_60009062408080.pdf
Please skim these two documents.
This is an unusual case which is described in the Engineering letter sent by Atlantic Engineering. This system apparently
prematurely failed after only 2 years. The owner sued Ben Osgood Jr. and Jim Kellet, (Engineer and installer)
The compromise was to remove and reinstall the system to remove the lawsuit.
Then I found out about it. We are not bound by the judge, rather the code. Much time has past and I have met with the
owner and made recommendations also found in an attached letter.
Mr. Osgood and the owner should be at the meeting to address his specific requests. Having not been informed that
there was ever a problem, never seen the problem or been a part of the investigation that was done by an engineer
hired by the owner, I do not necessarily agree with the findings, however if they would like to reinstall this system, they
may do so if they meet the code and variances you may issue.
Thank you
Susan
DelleChiaie, Pamela
From:
Sent:
To:
Subject:
I left 2 messages this week.
Just an FYI in case he calls.
S
Sawyer, Susan
Friday, October 31, 2008 10:39 AM
DelleChiaie, Pamela
RE: 545 Winter Street
The 2nd was at 10:30 this AM
From: DelleChiaie, Pamela
Sent: Monday, October 27, 2008 2:08 PM
To: Sawyer, Susan
Subject: 545 Winter Street
Please call Dave Hengl - 978.688.5168 re: 545 Winter Street. He stopped by the office on Friday, 10/24/08 at 3:15
p.m.. to speak with you. Thanks.
Pamela DelleChiaie
Commonwealth of Massachusetts
City/Town of N)f4 NdOVO-A
System Pumping Record
Facility Information:
System Location:
5 -
Address
State
System Owner:
Name:
Adress (if different from location of pump)
City/Town State
Pumping Record
RECEIVED
MAY 2 0 2013
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
V 1 6v
Zip Code
Zip Code
C-
19 7�(,� - ��% coo
Telephone Number
Date of Pumping (3 Quantity Pumped I � gallons
Type of System-A—Septic Tank Grease Trap Other (what)
System Pumped by: u'e 7( .
Company: ROOTER -MAN 46 Portland Street Lawrence, MA 01843
Location where contents were disposed:
Signature of Hauler Date _ -L(41 3
�LN Commonwealth of Massachusetts
_ W City/Town of North Andover
a System Pumping Record CBCT I a zo11
Form 4 TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority within 14 days from the pumping date in
accordance with 310 CMR 15.351.
ma
State
State
Telephone Number
01845
Zip Code
Zip Code
B. Pumping Record
1. Date of Pumping Dae 2. Quantity Pumped: Gallons
3. Type of system: ❑ Cesspool(s) eptic Tank ❑ Tight Tank ❑ Grease Trap
❑ Other (describe):
4. Effluent Tee Filter present? ❑ Yes ❑ No
5. Condition of System:
6. stem Pumped By:
ioruce
Name
Stewart's Septic Service
Company
7. Location where contents were disposed:
Stew 's Pre-treatment�la�t, 20 So. Mill
I AJ____
Signature eceiving Facility
If yes, was it cleaned? ❑ Yes ❑ No
Vehicle License Number
Ma 01835
Date
Date
t5form4.doc• 03/06 System Pumping Record • Page 1 of 1
A. Facility Information
Important:
When filling out
1. System Location:
forms on the
(i1
computer, use
only the tab key
Address
to move your
No.Andover
cursor - do not
City/Town
use the return
key.
2. System Owner:
Q
Name
Address (if different from location)
City/Town
ma
State
State
Telephone Number
01845
Zip Code
Zip Code
B. Pumping Record
1. Date of Pumping Dae 2. Quantity Pumped: Gallons
3. Type of system: ❑ Cesspool(s) eptic Tank ❑ Tight Tank ❑ Grease Trap
❑ Other (describe):
4. Effluent Tee Filter present? ❑ Yes ❑ No
5. Condition of System:
6. stem Pumped By:
ioruce
Name
Stewart's Septic Service
Company
7. Location where contents were disposed:
Stew 's Pre-treatment�la�t, 20 So. Mill
I AJ____
Signature eceiving Facility
If yes, was it cleaned? ❑ Yes ❑ No
Vehicle License Number
Ma 01835
Date
Date
t5form4.doc• 03/06 System Pumping Record • Page 1 of 1
Commonwealth of Massachusetts
City/Town of NORTH ANDOVER
System Pumping Record
Form 4
❑ Other (describe):
4. Effluent Tee Filter present? ❑ Yes Z_'No If yes, was it cleaned? ❑ Yes ❑ No
5. Condition of System:
X10 •� �-, la j L `%� a � C�-K e / y�a' � � � s / � aC� C.
c 5 7r dJ u -m J4 Al %9-c6e4-d.a� io hie •x e. c � A -e 2
6. System Pumped By: `�4 C/fee S ?A-) 0/�
66 81? V4
Name Vehicle License Number
Company
7. Location where contents were disposed:
!1
Signature of Hauler Date
http://www.mass.gov/dep/water/approvals/t5forms.htm#inspect
t5form4.doc• 06/03 System Pumping Record • Page 1 of 1
MASSAC
� 7 �0��
DEP has provided this form for use by local Boards of Health. They
Op A►pg ust
be submitted to the local Board of Health or other approving author
. HEALTH DEPARTMENT
A. Facility Information
Important:
When filling out
1. System Location:
forms the
computer, use
only the tab key
to move your
Address
ND Axto d G /-
cursor - do not
use the return
City/Town State
Zip Code
key�I.�I
2. System Owner:
Name
Address (if different from location)
City/Town State
Zip Code
Telephone Number
B. Pumping Record
1. Date of Pumping Date 0 2. Quantity Pumped: Gallons
3. Type of system: ❑ Cesspool(s) Septic Tank
❑ Tight Tank
❑ Other (describe):
4. Effluent Tee Filter present? ❑ Yes Z_'No If yes, was it cleaned? ❑ Yes ❑ No
5. Condition of System:
X10 •� �-, la j L `%� a � C�-K e / y�a' � � � s / � aC� C.
c 5 7r dJ u -m J4 Al %9-c6e4-d.a� io hie •x e. c � A -e 2
6. System Pumped By: `�4 C/fee S ?A-) 0/�
66 81? V4
Name Vehicle License Number
Company
7. Location where contents were disposed:
!1
Signature of Hauler Date
http://www.mass.gov/dep/water/approvals/t5forms.htm#inspect
t5form4.doc• 06/03 System Pumping Record • Page 1 of 1
RECEIVED
Commonwealth of Massachusetts AUG 0 3 2015
City/Town of NX4 &4" TOWN OF NORTH ANDOVER
System Pumping Record HEALTH DEPARTMENT
Facility Information:
System Location:
Address
wrn w,',I
City/TState Zip Code
System Owner:
Name: i I
Adress (if different from location of pump)
City/Town
Pumping Record
State Zip Code
Telephone Number
Date of PumpingJkS Quantity Pumped D gallons
Type of System)C Septic Tank Grease Trap Other (what)
System Pumped by: a
4
Company: ROOTER- 46 Portland Street Lawrence, MA 01843
Location where contents were disposed:
Signature of Hauler Date
Important: When
filling out forms
on the computer,
use only the tab
key to move your
cursor - do not
use the return
key.
ream
Commonwealth of Massachusetts
City/Town of North Andover
System Pumping Record
Form 4
RECEIVED
JUL Q 7 2014
TOWN OF NORTH AND('')VER
HEALTH DEPARTME,'T
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority within 14 days from the pumping date in
accordance with 310 CMR 15.351.
A. Facility Information
1. System Location:
54'5 r S
Address
North Andover Ma 01886
City/Town
2. System Owner:
Name
Address (if different from location)
City/Town
B. Pumping Record
1. Date of Pumping
State
State
Telephone Number
Date
2. Quantity Pumped
Zip Code
Zip Code
16a�
Gallons
3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight Tank ❑ Grease Trap
❑ Other (describe):
4. Effluent Tee Filter present? ❑ Yes ❑ No
5. Condition of System:
6. System Pumped By:
Name
Stewart's Septic Service
Company
7. Location where contents were disposed:
If.yes, was it cleaned? ❑ Yes ❑ No
Vehicle License Number
Stewart's Pre-treatment Plant, 20 So. Mill Bradford, Ma 01835
Signature of Hauler
Signature of Receiving Facility
Date
Date
t5form4.doc• 03/06 System Pumping Record • Page 1 of 1
Facility Information:
System Location:
Address
City
System Owner:
Name:
Adress (if different from location of pump)
City/Town
State
Zip Code
State Zip Code
C?7g_LP(5Ud-S—rLo�
Telephone Number
Pumping Record
Date of Pumping // / Quantity Pumped % , SU C� gallons
Type of System�Septic Tank Grease Trap Other (what)
System Pumped by: VG t/i e
Company: ROOTER -MAN 46 Portland Street Lawrence, MA 01843
Location where contents were disposed: 6, L Jb
Signature of Hauler 1 c Date
3,
LU12
Commonwealth of Massachusetts
Aj
City/Town of N Uhl
("i4�!'GJ 11',ie�R7Fi ANDOVER .
N4 -f%l TH 07 PART'�;ENT_ ,
System Pumping Record
Facility Information:
System Location:
Address
City
System Owner:
Name:
Adress (if different from location of pump)
City/Town
State
Zip Code
State Zip Code
C?7g_LP(5Ud-S—rLo�
Telephone Number
Pumping Record
Date of Pumping // / Quantity Pumped % , SU C� gallons
Type of System�Septic Tank Grease Trap Other (what)
System Pumped by: VG t/i e
Company: ROOTER -MAN 46 Portland Street Lawrence, MA 01843
Location where contents were disposed: 6, L Jb
Signature of Hauler 1 c Date
'�—,0111MODWealth of Massachusetts
Cb y , own of ��y � .Acv
d%seem Pumping Record
S., stem l ocatior:
_.. V
Town state
r �'-
'.1 stet C)-vner.
t cair Brent from location, Of pump)
t--
tj state
J lirl ping Record
RECEIVED
MAY NQ
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
n: 1.
of Pumping Quantity FurnpeZR� <. _
- °oe Of System>C Septic Tank Grease Trap Oth
yster, oumped bv:-►
jsZ
many." ROOTER -NMN 46 Portland street Lawrence, MA 0 i 94i
�catiojl wber e. contents Were disposed:�L,-,�b
Date
KORTH Commonwealth of Massachusetts Map -Block -Lot
104.A0019
do Board of Health - ------
Permit No
North Andover BHP -2010-0772
P.I. FEE
�S a�uufg F.I.
$250.00
-----------------------
DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted James -Kellett
-----------------------------------------------------------------------------------------------------
to (FULL SYSTEM REPAIR) an Individual Sewage Disposal System.
at No 545 WINTER STREET
as shown on the application for Disposal Works Construction Permit No. BHP -2010-077 Dated November 23, 2010
------ mFlr,,— ' � ---------------------
Issued On: Nov-23-2010ark dealt
fl• " a�`�� Commonwealth of Massachusetts Map -Block -Lot
ed 104_A0019
Board of Health
North Andove
a'�'+a�4 •�``; CERTIFICATE OF OM IANCE
CMS1�i4�
T S IS TO TIFY, That the Individual S wage Disposal tem (FULL SYS M REPAIR)
by James Kell
---------------------- ----------------------------- ----------------------
------------------------------------- ----------------------------------------
taller
at No 545 WINTER STREET
has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the
application for Disposal Works Construction Permit No. 131HP-20107077 Dated November 23 2010
------------------------------- -------------------
Printed On: Nov -23-2010 Board of Health
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
VQ
RM
Application for Septic Disposal Svstem q -2,7 -ID
Construction Permit -TOWN OF TODAY'S DATE
$qORTH ANDOVER, MA 01845 $ 250.00 — Full Repair
$125.00 - Component
Application is hereby made for a permit to:
❑ Construct a new on-site sewage disposal system*
❑ Repair or replace an existing on-site sewage disposal system* /
® Repair or replace an existing system component — What? 4 i#�l����3
A. Facility Information
Address or Lot #
aril /9
City/Town
2.- *TYPE OF SEPTIC SYSTEM*:
❑ Pump JS Gravity (choose one)
***If pump system, attach copy of electrical permit to application***
❑ Conventional System (pipe and stone system)
❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system.
❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement)
❑ Pressure Dosed (D -Box Present) S.A.S.
2. Owner Information
Name
m 4CL–
(if different from above)
5 b hI-e—
City/Town State
Telephone Number
3. Installer Information
Zip Code
�� ti//, t-1- /l //C P c,.-,
Name Name of Company
X44 5=74
Address
G--, /10��
City/Tdwn State Zip Code
?J/- D53- `7/Y-(-
Telephone Number (Cell Phone # if possible please)
a. Designer Information
C- S
Name Name of Company
Address
A
City/Town State
Zip Code
Telephone Number (Best # to Reach)
Application for Disposal System Construction Permit • Page 1 of 2
oR.h Application for Septic Disposal System
41. 1�� ~Q
00
Q
=Construction Permit - TOWN OF
h' ORTH ANDOVER. MA 01845
PAGE 2 OF 2
A. Facility Information continued....
5. Type of Building: Residential Dwelling or ❑Commercial
B. Agreement
YAZ112
TODAY9 DATE
$ 250.00 - Full Repair
$125.00 - Component
The undersigned agrees to ensure the construction and maintenance of the afore -described
on-site sewage disposal system in accordance with the provisions of Title 5 of the
Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of
North Andover, and not to plac he system in operation until a Certificate of Compliance has
b en sued by this Boaraf He
7plicattion
Date w Approved By: (Board of Health Representative)
Name Date
Application Disapproved for the following reasons:
For Office Use Only:
1. Fee Attached.
Z. Project Manager Obligation Form Attached.
3. Pump S sy tem? If so, Attach copy ofElectrical Permit
4. Foundation As -Built? (new construction ronly):
(Same scale as apptoved plan)
5. Floor Plans? (new construction only):
Yes_v
No
Yes '"
No
Yes �/
No
Yes
No
Yes
No
Application for Disposal System Construction Permit • Page 2 of 2
SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction for the septic system for the property at:
10!�RIL�Ier3V_ . ES
(Address of septic system) '! For plans by ,
(Engineer)
Relative to the application ofy/%_� �L, � 7/
(Installer's name) And dated
(Original ate
Dated
�— o ay s ate
With revisions dated
(Last revised date)
I understand the following obligations for management of this project:
1. As the installer, I am obligated to obtain all permits and Board of Health approved plans piLor to
performing any work on a site. I must have the approved plans and the permit on site when anv work is
being done.
2. As the installer, I must call for any and all inspections. If homeowner, contractor, project manager, or any
other person not associated with my company schedules an inspection and the system is not ready, then
item three shall be applicable.
3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as
indicated below. I understand that requesting an inspection, without completion of the items in accordance
with Title 5 and the Board of Health Regulations may result in a $50.00 fine being levied against me and/or
my company
a. Bottom of Bed — Generally, this is the first (VS inspection unless there is a retaining wall, which
should be done first. The installer must request the inspection but does not have to be present.
b. Final Construction Inspection — Engineer must first do their inspection for elevations, ties, etc.
As -built of verbal OK (or e-mail to: healthdel2t@townofnorthandover.com) from the engineer must
be submitted to the Board of Health, after which installer calls for an inspection time. Installer must
be present for this inspection. With a pump system, all electrical work must be ready and able to
cause pump to work and alarm to function.
c. Final Grade — Installer must request inspection when all grading is complete. Installer does not
have to be on-site.
4. As the installer, I understand that only I may perforin the work (other than simple excavation) and I am required
to complete the installation of the system identified in the attached application for installation. I further
understand that work done by others unlicensed to install septic systems in_North Andover can constitute
reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of
North Andover, significant fines to all persons involved are also possible.
5. As the installer, I understand that I must be on-site during the performance of the following construction
steps:
a. Determination that the proper elevation of the excavation has been reached.
b. Inspection of the sand and stone to be used.
c. Final inspection by Board of Health staff or consultant.
d. Installation of tank, D -Box, poes, stone, vent, pump chamber, retaining wall and other
components.
6. As the installer, I understand that I am solely responsible for the installation of the system as per the
apmoved plans. No instructions by the homeowner`aeneral contractor. or anv other uersons shall absolve
me of this obligation.
Undersigned Licensed Septic Installer:
(me— print e —Signe
4
(Today's Date)
Town of North Andover
HEALTH DEPARTMENT NORTF1
Community Development and Services Divi
1600 OSGOOD STREET
Building 20; Suite 2-36A°
North Andover, Massachusetts 01845 ,SSACMUs�`
http:/ /www.townofnorthandover.cout
Susan Y. Sawyer (978) 688-9540
Public Health
th Director F (978) 688-8476
INFORMATION REQUEST
Health Department
Please use this form if the Health Inspector or Health Director are unavailable to provide
immediate assistance to you.
Please fill out this form in its entirety to ensure an accurate and
for information will be handled as soon as possible.
CONTACT INFORMATION SEP 27 Z1Q10
TOWN OF NORTH ANDOVgR
Date: "i ' I lJ HEALTH DEPARTMENT
Name: Chi m J , J l fl --
Phone number: !81— q,53- -7) y (p
Fax number: �6) -- S 95-.3330}
Address: C)
INQUIRY - Property in question: (Please include as much information as possible)
Subject: 5 5 V U f Iii �i,+ S-� WM 1
WE
Inquiry:
You will receive a call back within 24 hours. Thank you.
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
r11 iiia
tti ikioft
LE77FR OF TRANSIVMAL — SOIL TESTING RESULTS
S"PLE NO. S -7 S
PROJECT: DAY'S:
LOCATtON. * PROJECT CO.
Sam;!Ic Submiticd By
u UTS Representative: __ D�te_ Submitted:
0 other: s, Q -- - of 1 t� ev c pJ :
SOURCE Q� s neL owj3 N4(.
W-1 On -Site L•xlsdag @ Location:
o Off -Site Borrow from:
PROFUSED USE:
MATERUL SUBbiTPi`ED AS
m StructurallGranular Fill:
a Ordinary Borrow. MHD M144, (Shall be approved by the.Architect)
a Gray>erBorrow: MHD MI. 03.0 We: A - B - C
a Processed Gravel for Base Course: MHD M1.03.1
0 Sand Borrow: MHD All, 04.0 Tyvc. A • B
to Rcclaimed Pavement Borrow for Base Course. MHD M1.11.0
13' Crushed Store: MHD M2 01.0
a Deme Graded Crushed Stone for Base Course: l✓HD M2.01.7
Q Common Borrow.
c Dra' biaae rill:
V(' 011ier: : c, �•► -
MAftRIAL CLASSMCATION: cz: � c�
94 Does conform;
4 Doe, NdT conform...
osis:
c Marginally docs not*conform... Basis:
gri outs CED TTSTQiG
Yradation Analysis
ash Sieve Analysis
o Modifred Proctor
o AtterbergLimits
o Pcrmcabdity
o Other:
* We suggest Me sidtability of this soil be reviewed far approval by the Architect and Engineers -of -Record.
to No Specification provided to our office.
7 Specifkations provided to our office but sample not submitted to a specific use.
Sample submitted without indication of intended use and without 5peciBeatiom.
o REMARKS.
Geotechnical Dept, Mgr -
5 Richardson lane, Stoneham, Massachusetts 02180 (781) 438-7755 Pax (7911438-6216
10 39td sin 9Z0o-058-i8L 99:60 OYOZ/OE/Tt
J UL{ X UUL4�?4 " '' . YLj I PaAL '" d
IQ.
a
Particle Size Distribution Report
GRAIN SIZE - mm
% COBBLES % GRAVEL % SAND % SILT I % CLAY
SIEVE
SIZE
94
PERCENT I
FINER
100.0
SPEC'
PERCENT
ii 2= i
i w a
i710
x)4.7
aQa,* wr 4. A] E
FNNIPORWYADCODETITLEV 41 M0)
•
040
I
I
,
450
38,2
I
,
I, 1
)o ,
Ono
1.6
i
0.5
1
s4
�
; �
;
..'.' . �.
, is !
� �
! ,
,
j•-
i } !.
40
3020
10
500
100
10
1
0.1
001 0.001
GRAIN SIZE - mm
% COBBLES % GRAVEL % SAND % SILT I % CLAY
SIEVE
SIZE
94
PERCENT I
FINER
100.0
SPEC'
PERCENT
PASS?
(%=NO)
too- 100
i710
x)4.7
#20
13I 2
040
57'a
450
38,2
10- 100
.4100
13.5
0-20
Ono
1.6
i
0.5
1
Material Description
SEPTIC SAND
Attertierg Umits
PL= LLe PI-'
Cocfrocients
085- 1,01 D60= 0.450 D50= 0.371
D30= 0,253 D15= 0 M Dio= 0,132
Cu= 3.40 cc= 1.08
Classification
USCS= SP AASHTO=
Remarks
2,90/a BY WIXi11 I' OF THE SAMPLE RETAINED ON THE
NO 4 SIEVE.
StTATC L' i4VIRONNILN 1 A1, (*01)1-- !, 1'4.1; V 1. 23. 1,i
Sample No,, 875 Source of Sample: ON SITE Date: 11/20/10
Lanation, Flev.IDepth:
i UTS OF MASSACHUSETTS, INC. client:
5 Richardson Lane Project'. s4S WIN1•ER ST.-;,IORTI•I A 'DOVP-R, UA
Stoneham, MA 02180 Project No: Figure 8
Z0 MVd Siff 9200-058-18L 56:60 6TGZ/0E/TT
of V1Q6MAChUWM We
'The Constructer Testing
LETTER OF TRANSM17TAL s S011, TESTING RESULTS
SAMPLE NO. '11 _�
Stl�✓ W�n�e t S cep, DATE:-- " 5 vt
PROJECT:. ,
LOCAtI.ON: PROTECT N0.
Sample Subtnitted By
o UTS Representative. Date Submitted:
A Other- ' ; v.. of
SOURCE OF SAMPLE
. Un -bite byist rig 0 Locatlon: _
o Off -Siete Borrow from; -- --
PROPOSED L'SE:
t+ X 'KlttA.lC. S>nsivIIUUED A5
Structural/Granular Fill:
a, ordinary narrow.' 90-M1.01.0 (Shall be approved by the Architect)
+Crravet'Borrrnv: MHD M1, 03.0 &Pe: .A B - C
o Processed Gravel for Base Course: MOD MI. 03.1
o Sand. Borrow: MFiD Ml Od 0 Tuve: A --- R
a Reclaimed Pavement Borrow for Base Course: 992 M1.1 L 0
M Crushed Stone: MHD M2.01.0
to Dense Graded Crushed Stade for Base Course: A1HD M2_Ql._7
o Common Borrow:
a Dratr.age Fill:
of, Other;
MATERIAL, CL,ASSIFICATTON: S co%
$ .OtJFSTED 'tESMG
iradation Analysis
P Wash Sieve Anab,.sis
o. Modified Proctor
p Arterberg Limits
o Permeubili[y
o Other.
PRMT STECMCATION CE RESULTS
Does conform: 1;n t!V.A: k enQ'1'_' Me V
u Dots NOT conform... Basis:
u Marginally does not*conform... Basis:
* Are suggest the suitability a{rtiis soil be reviewed far approval by the Architect and Engineets-3f-Record.
o No Specification provided to our office•,
a Specifications provided to our office but sample not submitted to a specific use.
0 Sample submitted without indication of intended u3c and without Spacifimaticous.
o REMi .
Geotechnical Dept: Al.o.
5 Richardson Lade, Stoneham, Massachusetts 02180 (781) 438-7785 Fax (781) 438.6216
Ee mod sin 9Z08 -058-T8/ SS=S® MZ/0E/H
GJ'i Dui1 [d x H h . XP4 Pa=�
Per tele Size Distribution Report
c
(;RAIN SIZE - mm
% COBBLES 1 °JD {TRAVEL I % SAND % SILT '% CLAY
SIEVE
PERCENT
SPEC.'PASS?
SIZE
FINER
PERCENT , 1X=NO)
�(�:
IWO
100- 100
. , • i -
sper:rnran _A Ef+UA� DE 7,t1 V t5 '
I
#20
47.7
040
21.4
#50
11 1
10.10()
4100
3.4
0.20
x200
1.7
I
i
1 ,
y
I
i
go
70
Z
so
,
U
,I'
Iif
� •
I
i
� � If
t�L
40
Q.
30
1
20
l
0
y
1
Soo
too 10
i
01 0 01 0
(;RAIN SIZE - mm
% COBBLES 1 °JD {TRAVEL I % SAND % SILT '% CLAY
SIEVE
PERCENT
SPEC.'PASS?
SIZE
FINER
PERCENT , 1X=NO)
44 (
IWO
100- 100
flo
84.5
I
#20
47.7
040
21.4
#50
11 1
10.10()
4100
3.4
0.20
x200
1.7
I
i
Material Description
SEPTIC SAND
Remarks
7.3% BY WEIGHT OF THE SAMPI.F RFTA rN'Ft) ON -rHE
V0.4 SIEVC.
b'"i`ATCi.^aviut�r+ 9Lr�Ini..Cxnn 1 LE 1i 1?2^N7
Sample No.: 917 Source of Sample: ON SITE Date: 11/29/2010
Location: Elev./Depth:
UTS OF MASSACHUSETTS, INC. Ci;cnt:
5 Richardson Lane
Proj mt: 545 WIN I L13 ST, -NORTH AN1)UVf R, N0,A
Stoneham, MA 02180 yrs+ ect No: Figure 917
00 3 Vd 51st 9290-058-18L 99:50 OT0Z/0E/TT
Atterbem Limits
PL=
LL= PI=
0$5= 2.03
Loetticients
DSO= 1.1 i D50= 0,895
030= 0.544
Cu= 3.40
015= 0,348 010® 0.285
CC= 0,93
I I.Ars=
CUSSification
AASHTO—
Remarks
7.3% BY WEIGHT OF THE SAMPI.F RFTA rN'Ft) ON -rHE
V0.4 SIEVC.
b'"i`ATCi.^aviut�r+ 9Lr�Ini..Cxnn 1 LE 1i 1?2^N7
Sample No.: 917 Source of Sample: ON SITE Date: 11/29/2010
Location: Elev./Depth:
UTS OF MASSACHUSETTS, INC. Ci;cnt:
5 Richardson Lane
Proj mt: 545 WIN I L13 ST, -NORTH AN1)UVf R, N0,A
Stoneham, MA 02180 yrs+ ect No: Figure 917
00 3 Vd 51st 9290-058-18L 99:50 OT0Z/0E/TT
310 (:MR: DEPAR l Ml. N'I UI`f`BVI!?(5ulvlEn`I�AL ►'ltU7'GC l'IUN
I
,
15.253: cxa»inoed .
i ..
t _
(1) where a returning wall tv stabilize the slnp, is required and also is pruposwd tts all
impervious barrio. in additiun to meeting the icquircriieuts in 31 Q GHR 15.255(2), it shell
be atnslructed ot'suitablc structurnt material and hp 406iigned by a Wistwhusetus Rcglstcrcd
VrolCs+,unul I;ngnwer.
(3) Fill material Iirr'systems constructed in fill 0;41l ni)ntict pi elect un•aite ui Irnponut $ore
nt ttertu!• 11h; lift ilmll be comprised of'cican gtbnular sand, be tiec from organic matter and
dulrtcriatls substances, and shall not c:ont;tin Renlcdimion WOW U that terns is octifrLtl in
31U (MIs 30.IN►UU. Uixtures and lurerN of'rUM-c.nt claut;ac o 300 sstull ,wi be used. I he till
Smell not wntuin boy maters;0 larger than two int acs. R sieve na(ysi,, u9ing b #4 sieve, shall be
perristtned on a rclJrescntativC sample of the till, Up to 45% b; weight of the fill sample may be
rutainod un 111t; v4 sieve. Sit 361 Aide (+e pciturmcd ten thr traction ot'thc fill sample
Passing thu 04 sirve, Stich anulyses mu:,t demonstrate that the material meets each of the
fbIlowing specilivalinns:
Mp'VL SIZE EFFL'b' l'IVE "K, 'f'FIA t' MUS'!•
H A
PAR NUE Jl2E PASS 51LVt
�s �§
050 n►ni I UV/fl
W100 0,30 mm 10%• 100%
11300 0.15 men U%- 7.110/,
U.075 min 0%_ 5%
A plot M'the ,icvc anal)ics nl'the portion cif the sample �
jiitssin>Z the >d4 sieve. 1+td1 fell ori or
b -t vn the 1inco on the luno"ing gvapfl:
SIZEDISTRIBUTION
44 Srcum Site
. � I , I,.j� 1 � 1.I 1.1•....� t 1. ..I 11.�1.�.. �
'10 ' i i¢'II`
tt. 30
�.I � ' ,•� r'! l l j i ' r l l! l i � l
t�M.an
00 '"o
tt) MM
90 3E)Vd sill 9600-OSS-Tez SS:60 0i0L/0E/11
V JJtr'1--UL41. 1c 1 U1Jt+ rti k P 4 HN .w) 'I "i; it*_ AUNT Xc'•{ )a li3d.
1 .
sting.
express
express
a subsidiary of Geocamp Corporation
Client:
Atlantic Engineering Survey
Project Name:
545 Winter Street
Project Location:
North Andover, MA
GTx #:
6800
Start Date:
7/7/06 Tested By: ahh
End Date:
7/10/06 Checked By: rmt
Boring #:
-- Test #: k
Sample #:
Fill
Depth:
---
Visual Description:
Moist dark brown silty ravel with sand
Hydraulic Conductivity of Saturated Porous Materials
Using a Flexible Wall Permeameter by ASTM D 5084
Constant Volume
Sample Type: Remolded Permearit Fluid: de -aired tap water
Orientation: Vertical Cell #: ---
Sample Preparation: Compacted Moderate Effort at the As Redeved Moisture Content. Trimmings moisture content = 9.0%
Parameter
Initial
Final
Height, in
2.20
2.13
Diameter, in
2.88
2.83
Area, int
6.51
6.29
V6lume, ins
14.3
13.4
Mass, g
416
452
Bulk Density, pcf
110
128
Moisture Content, %
9
18
Dry Density, pcf
101
108
Degree of Saturation %
---
98
B COEFFICIENT DETERMINATION
Cell Pressure, psi: 94.4 Pressure Increment, psi: 4.9
Sample Pressure, psi: 88.5 B Coefficient: 0.98
FLOW DATA
Elapsed
Permeability
Permeability
Trial
Pressure, psi
Manometer Readings
Time,
K,
Temp,
K @ 20 °C,
Date
#
sec
Gradient
cm/sec
°C
Rt
cm/sec
Cell
Sample
Z,
Z2
Z1 -Z2
7/10
1
90
85
13.0
9.0
4.0
19
30.3
6.5E-06
20
1.000
6.5E-06
7/10
2
90
85
13.0
9.0
4.0
18
30.3
6.8E-06
20
1.000
6.8E-06
7/10
3
90
85
13.0
9.0
4.0
17
30.3
7.3E-06
20
1.000
7.3E-06
7/10
4
90
85
13.0
9.0
4.0
20
30.3
6.2E-06
20
1.000
6.2E-06
PERMEABILITY AT 20° C: 3.7 x 10.6 cm/sec (@ 5 psi effective stress)
i f' y VYl Ir�
N
pORTH
0 �tLEO 16 q�
i�� : �� - ^ •6 O
O
T
�Q_ COCMIC MI WICM �'
PUBLIC HEALTH DEPARTMENT
fommunity Development Division
October 30, 2009
David Hengle
545 Winter Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System Plan for 545 Winter St., Map 104A, Lot 19
Dear Mr. Hengle,
The North Andover Board of Health has completed the review of the septic system design plans,
for the above referenced property. These plans submitted by New England Eng. Services., dated
July 12, 2004 final revision October 28, 2009, have been approved for a four (3) bedroom,
maximum seven -room home. This approval includes a Local Upgrade Approval for the request
to allow the placement of a subsurface disposal system in an area with only one test pit. "To
allow the use of existing septic sand in lieu of removing all material down to the receiving area
as required, with strict over sight of the engineer". As well as a local bylaw variance "to allow
the use of deep observation test pits which are older than two years". Please keep a copy of the
attached form 9b document for your records.
In accordance with local subsurface disposal regulations "Acceptable plans and any variances
shall expire two years from the date approved unless construction on the lot has begun". During
this time a licensed septic system installer must obtain a permit and complete this work, and a
Certificate of Compliance must be endorsed by the installer, designer and the Town of North
Andover.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the
design plan and/or soil evaluation, the originally issued Disposal System Construction
Permit is void, installation shall stop, and the applicant shall reapply for a new
Disposal Systems Construction Permit (3 10 CMR 15.020(1)).
2. It is the responsibility of the applicant and/or the applicant's septic system designer,
septic system installer or other representative to ensure that all other state and
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
municipal requirements are met. These may include review by the Conservation
Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector
and/or Electrical Inspector. The issuance of a Disposal System Construction Permit
shall not construe and/or imply compliance with any of the aforementioned
requirements.
Your effort to provide a properly functioning septic system for your dwelling is greatly
appreciated. The Health Department may be reached at 978-688-9540 with any questions you
may have.
Sincerely,
2-71
AanS wyer, RE /RS
Public Health Director
Encl: list of licensed septic system installers
Form 9b
Cc: Ben Osgood, Jr., NE Eng. Services
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
r
Commonwealth of Massachusetts
City/Town of
Local Upgrade Approval
Form 913
DEP has provided this form for use by local Boards of Health if they choose to do so.
The Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided
to the system owner.
A. Facility Information
Important: When
filling out forms
1. Facility Name and Address
on the computer,
_.
use only the tab
David Hengle
key to move your
Name
cursor - do not
545 Winter Street
use the return
key.
Street Address
North Andover
City/Town
2. Owner Name and Address (if different from above):
Name
City/Town
Zip Code
3. Type of Facility (check all that apply):
® Residential ❑ Institutional
4. Design flow per 310 CMR 15.203:
5. System Designer:
PO Box 932
Address
MA
State
Street Address
State
Telephone Number
❑ Commercial ❑ School
330
01845
Zip Code
gpd
Ben Osgood Jr. ®pE ❑ RS
Name
Newburyport MA, 01950
City/Town State, ZIP
B. Approval
1. Local Upgrade Approval is granted for:
❑ Reduction in setback(s) — specify:
❑ Reduction in SAS area of up to 25%:
SAS size, sq. ft. % reduction
545 Winter St. Plan 9b 10.29.09 • rev. 7/06 Local Upgrade Approval* Page 1 of 2
r Commonwealth of Massachusetts
City/Town of
lug .
Local Upgrade Approval
Form 9B
B. Approval (continued)
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction f
Percolation rate min./inch
Depth to groundwater ft.
❑ Relocation of water supply well (explain):
❑ Reduction of 12 -inch separation between inlet and outlet tees and high groundwater
® Use of only one deep hole in proposed disposal area
❑ Use of a sieve analysis as a substitute for a perc test
List local variances granted not requiring DEP approval per 310 CMR 15.412(4):
To allow use of test pits over 2 years old.
List variances granted requiring DEP approval:
N. Andover Health
Approving Authority
Susan Sawyer, Health Dir
Print or Type Name and Title
Signatu
Date
30.2009
545 Winter St. Plan 9b 10.29.09 • rev. 7/06 Local Upgrade Approval• Page 2 of 2
X
RECEIVED
DE
TOV, N OF NORTH ANDOVER
HEALTH DEPARTMENT
Date: November 30, 2008
Benjamin Osgood
C/O New England Engineering Services
1600 Osgood St.
Building 20 Suite 2-64
North Andover, Massachusetts 01845
X
David Hengl
545 Winter Street
North Andover, Massachusetts 01845
Regard: Town of North Andover Health Department Permit.
Dear Mr. Osgood,
p ' i-NED
DEC 0 4 2008
741.-rtk ij NORTH ANDOVER
1AW,0-H DEPARTMENT
After many attempts Ms. Sawyer Director of the North Andover Health Department and I
were able to meet on November 25th to discuss the steps and items needed to obtain a
permit for replacement of my septic system.
A synapses of the meeting:
• I provided background information as to the status of the septic system since
installation and compliance to Tile 5 by the health inspector.
• I provided evidence of pumping of the system with dates and observations noted.
• I provided a copy of the engineering report from Atlantic Engineering.
• Ms. Sawyer reviewed the letter sent on October 16, 2008 to you, Mr.Jim Kellett
and myself with the salient points being:
o Replacement of the system will require a permit and compliance with state
and local regulations.
o Since the system is relatively new a petition for variance to the Health
Department is the recommended course of action in obtaining said permit.
o The petition with variances must be presented to the Board or Health for
review at one of their regular meetings. The next one is planned for Dec
11 t' but with the last date of septic installation for 2008 having past any
board meeting between now and March would suffice.
o Suggested variance requests:
0 Soil tests — use test data from 2004
0 Local upgrade to allow use of one test hole inside the field area
from the 2004 test data.
0 Add filter to the existing as built drawings and provide to board
along with filled out local upgrade request form (application).
0 Local upgrade for excavation depth (removal of sand as necessary)
inspection by health inspector and testing of sand to Title 5.
0 Request for relief from fees.
As I was unable to meet with Ms Sawyer prior to our brief meeting, I wish to request
your assistance with more than just an updated installation drawing. With the new
knowledge provided by Ms. Sawyer I would appreciate your assistance in preparing the
variance request and local petition referenced above and accompanying me at one of the
meetings of the health board to review the requests. I can not make the Dec 11" meeting
date but will try and accommodate any date after that which is most convenient for you,
just let me know when so that i may be prepared. I look forward to your reply and the day
when this issue can be closed.
Regards
David Hengl
CC: Susan Sawyer
Public Health Director
c/o Town of North Andover
Health Department
1600 Osgood St.
Bldg. 20, Suite 2-36
North Andover, MA 01845
October 16, 2008
OO* NORTH q
�tVED �611/O t�/J
.i'? y� ��- F, a OL
O 1�
O�Q_ COCNII lwKM 7'
PUBLIC HEALTH DEPARTMENT
Community Development Division
Ben Osgood, Jr., PE
New England Engineering Services
1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 01845
Re: 545 Winter Street, subsurface disposal system
Dear Mr. Osgood,
The Health Department has received your letter of October 6, 2008 in regards to the address
above. This letter details a problem with the system at this property. The letter was also in
response to a communication sent to Mr. Jim Kellett of Kellett Construction regarding the above
address. Until recently, the Health Department was unaware of the specific concerns outlined in
your letter.
A review of the file of 545 Winter Street showed no indication of problems. There are neither
reports submitted by engineers regarding their observations nor any pumping reports identifying
issues of concern. Your letter states that approximately 18 months ago the owner experienced
serious problems with the septic system, and after some passage of time an agreement was
reached by all parties. How any problems or determinations were made have been not verified in
writing by any of these parties to the Health Department.
As this is a most unusual situation, this office will need more information to allow such a
request. As a licensed engineer, you are aware of the typical way a septic system repair is
addressed as described in the brief list below.
1) Soil testing is requested and executed. A $360 fee is submitted for this (NA reg. 2.01,
2.11)
2) A plan is submitted for review by the engineer with a fee of $225(NA 2.03)
3) A review is conducted within 45 days and its findings are sent to the parties
4) Once the approval is obtained, the septic system installer applies for and obtains a
Disposal Works Construction Permit. A $250 fee is submitted
5) The permit is issued by the health office and an approved stamped plan is given to the
installer
6) The engineer stakes out the system and the installer excavates the hole 6 inches into the
parent material (N.A. 2.09)
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com
0 .0
1) The hole is reviewed by the Health Staff on a Bottom of Bed inspection
8) The area is filled with Title V approved sand
9) The installer completes the installation, the engineer checks the work and the Town
Consultant verifies the elevations (the fee covers the consultants work) (N.A.2.09b)
10) The installer completes the final grade as per plan
11) A final grade inspection is conducted by the Health Staff. (N.A. 2.09c)
12) A signed Installation Certification is submitted with the engineer's and the installer's
signature. (N.A. 2.10) A Certificate of Compliance will then be issued.
The above procedure is per state and local regulations. The procedure you describe as reached by
"all parties" does not meet the minimums set by these regulations. The Health Department
cannot allow simple removal and replacements without proper documentation, review and
approvals and installation oversight.
When requests deviate from the regulations, the Board of Health reviews these specifics and
cited requests for variances at their regular meetings. Your request is to allow the use of an
expired plan to be used in the second installation of a system that appears to have been in failure
at one point. Without information relating as to the conclusions that led to the request, I have
concerns for the property that this old plan may not meet the minimum needs of this property and
believe it needs to be looked at again.
The Health Office has no issue if the client chooses to go through the full approval and
installation process. However, after you communicate with the owner and other parties, if it is
decided that the full proper procedure is not wished to adhere to, then the specific items that do
not meet the minimum standards must be agreed to by the Board of Health. At minimum, there
must be a plan submitted and approved prior to any DWC issuance and prior to any action by the
installer. You may resubmit the old plan for review with any requests you may have.
This office has no documentation that this is an active failure to date. In the best interest of the
homeowner, the Health Office would have to receive all pertinent information and requests and
have time to be sure that the Town agrees with the variances requested. Approvals may be
needed by the Board of Health. Also note that the system installation season for non active
failures will end as of November 15, 2008.
It is unfortunate that this issue has come to light this late in the installation season, however it is
important to not simply allow the replacement of a system without being assured the system will
serve the needs of the occupants. I am copying all parties in hopes that this can be jointly
responded to so that this important issue of public health may be addressed as soon as possible.
Thank you for your cooperation.
SincerelY..san
yer, HS/RS
Public Health Director
Cc: David Hengl, owner of 545 Winter Street
Jim Kellett, Kellett Construction
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
NEw ENGiANDENGINEERING S ERVI CES, INC.
1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 01845
"lel: (978) 686-1768 • Fax: (978) 327-6138
www.neengineeringinc.com
October 6, 2008
Susan Sawyer, Director
North Andover Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: 545 Winter Street
Septic system replacement
Dear Susan:
OCT - 6 2008
i .1N°)OVER
HE:AL f' i J-PAttT MCNT
In regards to our conversation last week I am writing to give you a brief background of
events relating to 545 Winter Street, North Andover and to ask that the Board of Health
allow the existing system to be replaced in the same location as originally constructed.
Approximately 1 '/2 years ago the owner experienced problems with the septic system
which included flooding of the infiltrators and breakout of effluent to the ground. The
owner contacted the installer, Jim Kellett, who had the tank and chambers pumped. Jim
was unable to determine a reason for the failure but did note that the septic tank contained
excessive amounts of scum and sludge.
Several months later the owner filed a lawsuit against New England Engineering
Services, Inc and Kellett Excavating looking for unspecified monetary damages for the
re -design and replacement of the system and for his legal and other costs. The short story
is that an agreement was reached by all parties which included Kellett Excavation and
New England Engineering replacing the chambers in the same location as they are in
now.
At this point in time Kellett and New England Engineering are ready to replace the
system. New England Engineering is asking the Board of Health to issue an installation
permit for a new system which would be constructed in the same manner as the originally
approved system. The procedure would include removal of the backfill material, removal
of the infiltrator chambers, and removal of any contaminated sand around the chambers.
New chambers would be purchased and sufficient new septic sand would be used to
construct the system at the same elevations and in the same configuration as the
originally approved system. The system would be backfilled, the site graded and seeded.
Lel
If you have any questions or would like to discuss this issue please do not hesitate to give
me a call.
Sincerely,
j� C---
Benja- C. Osgoo , Jr., PE
President
,, o
October 16, 2008
NORT►i
O� tL.Eo , qti
0 c
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
Ben Osgood, Jr., PE
New England Engineering Services
1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 01845
Re: 545 Winter Street, subsurface disposal system
Dear Mr. Osgood,
The Health Department has received your letter of October 6, 2008 in regards to the address
above. This letter details a problem with the system at this property. The letter was also in
response to a communication sent to Mr. Jim Kellett of Kellett Construction regarding the above
address. Until recently, the Health Department was unaware of the specific concerns outlined in
your letter.
A review of the file of 545 Winter Street showed no indication of problems. There are neither
reports submitted by engineers regarding their observations nor any pumping reports identifying
issues of concern. Your letter states that approximately 18 months ago the owner experienced
serious problems with the septic system, and after some passage of time an agreement was
reached by all parties. How any problems or determinations were made have been not verified in
writing by any of these parties to the Health Department.
As this is a most unusual situation, this office will need more information to allow such a
request. As a licensed engineer, you are aware of the typical way a septic system repair is
addressed as described in the brief list below.
1) Soil testing is requested and executed. A $360 fee is submitted for this (NA reg. 2.01,
2.11)
2) A plan is submitted for review by the engineer with a fee of $225(NA 2.03)
3) A review is conducted within 45 days and its findings are sent to the parties
4) Once the approval is obtained, the septic system installer applies for and obtains a
Disposal Works Construction Permit. A $250 fee is submitted
5) The permit is issued by the health office and an approved stamped plan is given to the
installer
6) The engineer stakes out the system and the installer excavates the hole 6 inches into the
parent material (N.A. 2.09)
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
7) The hole is reviewea'by the Health Staff on a Bottom of BedinsP ection
8) The area is filled with Title V approved sand
9) The installer completes the installation, the engineer checks the work and the Town
Consultant verifies the elevations (the fee covers the consultants work) (N.A.2.09b)
10) The installer completes the final grade as per plan
11) A final grade inspection is conducted by the Health Staff. (N.A. 2.09c)
12) A signed Installation Certification is submitted with the engineer's and the installer's
signature. (N.A. 2.10) A Certificate of Compliance will then be issued.
The above procedure is per state and local regulations. The procedure you describe as reached by
"all parties" does not meet the minimums set by these regulations. The Health Department
cannot allow simple removal and replacements without proper documentation, review and
approvals and installation oversight.
When requests deviate from the regulations, the Board of Health reviews these specifics and
cited requests for variances at their regular meetings. Your request is to allow the use of an
expired plan to be used in the second installation of a system that appears to have been in failure
at one point. Without information relating as to the conclusions that led to the request, I have
concerns for the property that this old plan may not meet the minimum needs of this property and
believe it needs to be looked at again.
The Health Office has no issue if the client chooses to go through the full approval and
installation process. However, after you communicate with the owner and other parties, if it is
decided that the full proper procedure is not wished to adhere to, then the specific items that do
not meet the minimum standards must be agreed to by the Board of Health. At minimum, there
must be a plan submitted and approved prior to any DWC issuance and prior to any action by the
installer. You may resubmit the old plan for review with any requests you may have.
This office has no documentation that this is an active failure to date. In the best interest of the
homeowner, the Health Office would have to receive all pertinent information and requests and
have time to be sure that the Town agrees with the variances requested. Approvals may be
needed by the Board of Health. Also note that the system installation season for non active
failures will end as of November 15, 2008.
It is unfortunate that this issue has come to light this late in the installation season, however it is
important to not simply allow the replacement of a system without being assured the system will
serve the needs of the occupants. I am copying all parties in hopes that this can be jointly
responded to so that this important issue of public health may be addressed as soon as possible.
Thank you for your cooperation.
SincerelY..san
yer, HS/RS
Public Health Director
Cc: David Hengl, owner of 545 Winter Street
Jim Kellett, Kellett Construction
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
NEw IENGLAm ENGINE EIS NG SERVI , INC.
1600 Osgood StreetV
g rV k
Building 20 Suite 2-64
North Andover, MA 01845
Tel: (978) 686-1768 • Fax: (978) 327-6138
www.neengineeringinc.com
October 6, 2008
Susan Sawyer, Director
North Andover Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: 545 Winter Street
Septic system replacement
Dear Susan:
0 C T - 6 2008
In regards to our conversation last week I am writing to give you a brief background of
events relating to 545 Winter Street, North Andover and to ask that the Board of Health
allow the existing system to be replaced in the same location as originally constructed.
Approximately 1 %2 years ago the owner experienced problems with the septic system
which included flooding of the infiltrators and breakout of effluent to the ground. The
owner contacted the installer, Jim Kellett, who had the tank and chambers pumped. Jim
was unable to determine a reason for the failure but did note that the septic tank contained
excessive amounts of scum and sludge.
Several months later the owner filed a lawsuit against New England Engineering
Services, Inc and Kellett Excavating looking for unspecified monetary damages for the
re -design and replacement of the system and for his legal and other costs. The short story
is that an agreement was reached by all parties which included Kellett Excavation and
New England Engineering replacing the chambers in the same location as they are in
now. .
At this point in time Kellett and New England Engineering are ready to replace the
system. New England Engineering is asking the Board of Health to issue an installation
permit for a new system which would be constructed in the same manner as the originally
approved system. The procedure would include removal of the backfill material, removal
of the infiltrator chambers, and removal of any contaminated sand around the chambers.
New chambers would be purchased and sufficient new septic sand would be used to
construct the system at the same elevations and in the same configuration as the
originally approved system. The system would be backfilled, the site graded and seeded.
I
If you have any questions or would like to discuss this issue please do not hesitate to give
me a call.
Sincerely,
j3 L/ ---o
Benj C. Osgoo , Jr., PE
President
p10RT11 q
4 O % a �6
rY + b� 1' ' *6 OL
L F0-
a
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
October 16, 2008
Ben Osgood, Jr., PE
New England Engineering Services
1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 01845
Re: 545 Winter Street, subsurface disposal system
Dear Mr. Osgood,
The Health Department has received your letter of October 6, 2008 in regards to the address
above. This letter details a problem with the system at this property. The letter was also in
response to a communication sent to Mr. Jim Kellett of Kellett Construction regarding the above
address. Until recently, the Health Department was unaware of the specific concerns outlined in
your letter.
A review of the file of 545 Winter Street showed no indication of problems. There are neither
reports submitted by engineers regarding their observations nor any pumping reports identifying
issues of concern. Your letter states that approximately 18 months ago the owner experienced
serious problems with the septic system, and after some passage of time an agreement was
reached by all parties. How any problems or determinations were made have been not verified in
writing by any of these parties to the Health Department.
As this is a most unusual situation, this office will need more information to allow such a
request. As a licensed engineer, you are aware of the typical way a septic system repair is
addressed as described in the brief list below.
1) Soil testing is requested and executed. A $360 fee is submitted for this (NA reg. 2.01,
2.11)
2) A plan is submitted for review by the engineer with a fee of $225(NA 2.03)
3) A review is conducted within 45 days and its findings are sent to the parties
4) Once the approval is obtained, the septic system installer applies for and obtains a
Disposal Works Construction Permit. A $250 fee is submitted
5) The permit is issued by the health office and an approved stamped plan is given to the
installer
6) The engineer stakes out the system and the installer excavates the hole 6 inches into the
parent material (N.A. 2.09)
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.84.76 Web www.townofnorthandover.com
7) The hole is reviewed by the Health Staff on a Bottom of Bed inspection
8) The area is filled with Title V approved sand
9) The installer completes the installation, the engineer checks the work and the Town
Consultant verifies the elevations (the fee covers the consultants work) (N.A.2.09b)
10) The installer completes the final grade as per plan
11) A final grade inspection is conducted by the Health Staff. (N.A. 2.09c)
12) A signed Installation Certification is submitted with the engineer's and the installer's
signature. (N.A. 2.10) A Certificate of Compliance will then be issued.
The above procedure is per state and local regulations. The procedure you describe as reached by
"all parties" does not meet the minimums set by these regulations. The Health Department
cannot allow simple removal and replacements without proper documentation, review and
approvals and installation oversight.
When requests deviate from the regulations, the Board of Health reviews these specifics and
cited requests for variances at their regular meetings. Your request is to allow the use of an
expired plan to be used in the second installation of a system that appears to have been in failure
at one point. Without information relating as to the conclusions that led to the request, I have
concerns for the property that this old plan may not meet the minimum needs of this property and
believe it needs to be looked at again.
The Health Office has no issue if the client chooses to go through the full approval and
installation process. However, after you communicate with the owner and other parties, if it is
decided that the full proper procedure is not wished to adhere to, then the specific items that do
not meet the minimum standards must be agreed to by the Board of Health. At minimum, there
must be a plan submitted and approved prior to any DWC issuance and prior to any action by the
installer. You may resubmit the old plan for review with any requests you may have.
This office has no documentation that this is an active failure to date. In the best interest of the
homeowner, the Health Office would have to receive all pertinent information and requests and
have time to be sure that the Town agrees with the variances requested. Approvals may be
needed by the Board of Health. Also note that the system installation season for non active
failures will end as of November 15, 2008.
It is unfortunate that this issue has come to light this late in the installation season, however it is
important to not simply allow the replacement of a system without being assured the system will
serve the needs of the occupants. I am copying all parties in hopes that this can be jointly
responded to so that this important issue of public health may be addressed as soon as possible.
Thank you for your cooperation.
SincerelYsan
yer, HS/RS
Public Health Director
Cc: David Hengl, owner of 545 Winter Street
Jim Kellett, Kellett Construction
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
David Hengl
545 Winter Street
North Andover, Massachusetts 01845
Date: November 30, 2008
Benjamin Osgood
C/O New England Engineering Services
1600 Osgood St.
Building 20 Suite 2-64
North Andover, Massachusetts 01845
Regard: Town of North Andover Health Department Permit.
Dear Mr. Osgood,
RECEIVED
APR 0 7 2009
T;,'DOM OF NORTH ANDOVER
HEALTH DEPARTMENT
After many attempts Ms. Sawyer Director of the North Andover Health Department and I
were able to meet on November 251` to discuss the steps and items needed to obtain a
permit for replacement of my septic system.,
A synapses of the meeting:
• I provided background information as to the status of the septic system since
installation and compliance to Tile 5 by the health inspector.
• I provided evidence of pumping of the system with dates and observations noted.
• I provided a copy of the engineering report from Atlantic Engineering.
• Ms. Sawyer reviewed the letter sent on October 16, 2008 to you, Mr.Jim Kellett
and myself with the salient points being:
o Replacement of the system will require a permit and compliance with state
and local regulations.
o Since the system is relatively new a petition for variance to the Health
Department is the recommended course of action in obtaining said permit.
o The petition with variances must be presented to the Board or Health for
review at one of their regular meetings. The next one is planned for Dec
11 th but with the last date of septic installation for 2008 having past any
board meeting between now and March would suffice.
o Suggested variance requests:
0 Soil tests — use test data from 2004
0 Local upgrade to allow use of one test hole inside the field area
from the 2004 test data.
0 Add filter to the existing as built drawings and provide to board
along with filled out local upgrade request form (application).
0 Local upgrade for excavation depth (removal of sand as necessary)
inspection by health inspector and testing of sand to Title 5.
0 Request for relief from fees.
As I was unable to meet with Ms Sawyer prior to our brief meeting, I wish to request
your assistance with more than just an updated installation drawing. With the new
knowledge provided by Ms. Sawyer I would appreciate your assistance in preparing the
variance request and local petition referenced above and accompanying me at one of the
meetings of the health board to review the requests. I can not make the Dec 11 Ih meeting
date but will try and accommodate any date after that which is most convenient for you,
just let me know when so that I may be prepared. I look forward to your reply and the day
when this issue can be closed.
Re ards n
avid He 1
CC: Susan Sawyer
Public Health Director
c/o Town of North Andover
Health Department
1600 Osgood St.
Bldg. 20, Suite 2-36
North Andover, MA 01845
r..
Atlantic Engineering & Survey Consultants, Inc.
97 Tenney Street • Georgetown, MA 01833
978-352-7870 • 978-352-9940 (fax) • atlantic84@cs.com
July 13, 2006
Attorney Nancy Barbour
Property Law Associates
P.O. Box 268
Methuen, MA 01844
RE: Property located at 545 Winter Street, North Andover, MA
John B. Paulson, P.L.S. President
. George I Zambouras, P.E.
Dear Ms Barbour:
In accordance with the terms of our contract with Mr. Hengl dated May 24, 2006 and
signed by him on June 7, 2006, Atlantic Engineering and Survey Consultants, Inc. is
providing the following report on our findings related to the property referenced above.
Conditions Relating to the Existing Septic Svstem
On July 27, 2004, the Town of North Andover Health Department (the Department)
issued a letter stating that the septic system design plans prepared by New England
Engineering Services (NEES) for the property located at 545 Winter Street had been
reviewed and approved by the Department. A septic system as -built plan dated
November 8, 2004 was prepared by NEES, which states that "the system has been
constructed in compliance with 310 CMR 15. 00, the approved design plans dated
7/12/04, and local requirements". A Certificate of Compliance for the septic system was
issued by the Board of Health on November 12, 2004.
This, less than 2 year old, septic system at 545 Winter Street was found to be in a state of
failure, by the owner in or around March of 2006. On April 18, 2006, the septic tank was
pumped out by A. B. Septic of Andover, MA. The invoice for this service indicates that
there was a one -foot layer of sludge and a two -foot layer of scum in the septic tank at the
time of pumping. The invoice also indicates that 3,000 gallons were pumped from the
system and that solids were observed flowing from the leaching field into the distribution
box. The pumping contractor did not indicate finding any damage to the septic tank,
distribution box, or any other system component.
According to NEES a soil sample of the septic sand installed in the leaching field was
recently obtained and sent to the University of Massachusetts Soil and Plant Nutrient
Testing Lab to determine its suitability for use in the system. A letter from NEES dated
May 26, 2006 states that the soil sample was found to be in compliance with the
Page 1 of 5
applicable requirements, which are outlined in the Massachusetts Department of
Environmental Protection (MA -DEP) 310 CMR 15.255 (Title 5).
Copies of water bills for the site were provided to this office, by the client, covering the
dates between July 2004 and March 2006. Water usage at this site was found to be an
average of 281 gallons per day for this time period.
Personnel from this office initially visited the site on Wednesday June 14, 2006. An
approximately 12" -deep hand -dug hole was observed in the leaching field area at the site.
It was noted that this hole was filled with standing water. During the time period from
Saturday, June 10'' to Wednesday, June 14n', there was no rainfall in the vicinity of the
site.
Conditions Relating to the Possible Causes of System Failure
There are several potential causes for the early failure of a newly installed septic system.
The following paragraphs will review the 9 most likely causes of failure of this system.
They are:
1. Crushing of the system components.
2. Design Failures.
3. Bad or failing materials provided by component manufacturers.
4. Over burdening the system with a higher volume of flow than the system
was designed for.
5. Improper maintenance and pumping of the system.
6. Introducing substances into the leaching system, such as grease, that will,
cause the anaerobic function of the system to fail.
7. Improper construction slopes of the system components.
8. Improper leaching system material either placed or existing below the
leaching field.
9. Improper venting of the system that will cause the anaerobic function of
the system to fail.
Failure Cause Review
1. There is no visual indication that any of the septic system components have
been damaged or crushed.
2. We have reviewed the design plans prepared by NEES dated July 12; 2004
and while we see no design failures we offer the following comments.
a. The system design data parameters appear to meet the required codes.
b. We would note that 2 of the actual test pits used as a basis of the design
are outside of the actual leaching system. This does not comply with
Title 5.
c. The percolation test was also performed outside of the actual leaching
field area. According to the plan it took 5 attempts to obtain a successful
test result. The final result was 19 minutes per inch. Given that all the
percolation tests were in the same approximate location we would
question the result of 19 min/in after several aborted attempts.
Page 2 of 5
3. The septic tank and distribution box are not in question with this system
failure. The leaching field was constructed with Infiltrator brand chambers. If
the chambers were improperly made it could result in a failure of the system.
We have heard from one supplier that Infiltrator did have a manufacturing
defect for a period of time. We inspected 1 small section of Infiltrator and did
not observe any problem but we cannot state with any certainty that the
infiltrators are functioning properly.
4. The system has not been overburdened with flow. The water records provided
to us show that the house water usage, prior to failure, averaged 281 gallons
per day. The actual flow to the leaching field would be lower than this to
account for such things as watering lawns, washing cars and personal
consumption. The leaching field was designed to accept a 4 bedroom daily
flow of.440 gallons per day. Based upon the actual size of the field it was
physically laid out. to accept a flaw of 469 gallons per day. The actual average
daily flow is only between 55% and 65% of the allowable design flow. We
disagree with the letter from NEES dated April 29, 2006 that. "the premature
failure was most probably caused by a -lack of pumping the septic tank with
the required frequency to maintain proper functioning of the system under the
high level of use of the system.."
5. The system at the time of failure was less than 2 years old. The certificate of
compliance was issued by the Board of Health on November 12, 2004.
General note #2 on the design plans indicates that the pumping schedule
would be every 2 years. This is an acceptable schedule for this size system.
Even as the date -of this letter it has not been 2 years. Again we disagree with
the letter from NEES dated April 29, 2006 that "the premature failure was
most probably caused by a lack of pumping the septic tank with the required
frequency to maintain proper functioning of the system under the high level of
use of the system."
6. This system was not designed for a garbage grinder. This greatly reduces the
chances of inappropriate substances entering the system. There was no
evidence of grease in the system. We do not believe that this item is a cause
of the system failure.
7. We have viewed the site, the design plans and the as -built information. The
system slopes appear to comply with Title 5. This item does not appear to be
a cause of the system failure.
8. We have looked at the septic sand that was used below the leaching field. We
have also reviewed the soils analysis provided by the University of
Massachusetts dated May 22, 2006. We concur with the opinion that this
material is appropriate for use under the leaching field. We do not believe
that this item is a cause of the system failure.
9. 310CMR 15.000 (Title 5) specifies how septic systems are to be designed and
constructed. Section 15.240 provides detailed design information for
leaching fields and Section 12.241 provides information regarding system
venting. Section 15.240(7) states that: "Systems to be located either in whole
or in part under driveways, parking or turning areas or other areas of
impervious material shall be designed to achieve proper venting of the
Page 3 of 5
system..." Venting is required because the biological processes which take
place within a septic system require air to operate effectively. Although the
leaching area is not located under a parking area, it was noted that water did
not drain from a small hole observed during our site visits, even after several
days during which the area received no rainfall. If standing water does not
drain into the backfill cover material placed over the top of the septic system
during a dry -weather spell, this suggests that this soil has a low permeability
rate and may in fact be an impervious barrier.
We used two methods to test this theory. The first was to.perform a basic
percolation test in the fill material on the leaching area and the second was to
collect a sample of the same material and send it out for testing at a soils
testing facility. The percolation test was run on June 30, 2006. The test was
run over a 23 hour period. During this period the total water drop in test hole
was 4.17 inches. This translates into a percolation rate of 330 minutes per
inch. It should be noted that this soil is un -compacted placed fill. This
percolation rate is unacceptable to Title 5 requirements. The second was to
send a soil sample to a soils testing lab for analysis. Our sample was sent to
GeoTesting Express and was tested using a ASTM D 5084 — Flexible Wall
Permeability test. The sample was found to have a permeability (K) equal to
3.7 x le cm/sec. This equals 0.000087 inches/minute (0.12 inches/day).
In our professional opinion these test results clearly show that the backfill
material covering the top of the septic system is unsuitable material. It has
i" created an impervious barrier of the top of the leaching area and is the only
reason left available to explain the early failure of this system. Without an
adequate air supply the normal biological processes have been suffocated.
Proposed Solutions to Repair the Failure
This system has been damaged. There are 3 potential means to repair the system.
1. Expose the ends of the 3 infiltrator lines and vent them in accordance with
Title 5. Due to the amount of solids that have formed in the leaching area this
solution may not be sufficient to revive the system and cannot be
recommended by Atlantic Engineering. It would also leave the problem of
having impervious material over the system.
2. Remove the material covering the system and thoroughly clean the outside of
the infiltrator chambers. Open the ends of the chambers and leave them
exposed to the air for up to 10 days. If the system is not too badly damaged
the biological process will reactivate and revive the system. The system can
then be closed up and backfilled in accordance with Title 5 requirements. We
r ' do not recommend this solution. It is time and labor intensive and requires the
system to be exposed for many days.
3. Remove the material covering the system, the infiltrator units and 6 inches of
sand below the infiltrator units and replace these items with new materials in
accordance with Title 5. We recommend this option. This will resolve any
Page 4 of 5
1
damage to the leaching area and will allow the system to receive adequate air
providing good backfill material is used.
This system was not installed in compliance with Title 5 and in our professional opinion
failed because the system was not adequately vented or backfilled with materials meeting
Title 5 requirements. This conclusion is based upon the extremely low permeability of
the fill material placed over the leaching system, and the lack of proper ventilation which
the system requires in order to function.
If you have any questions regarding this report please feel free to contact us.
Sincerely, /
Karen Westphalen, P.E.
7 aulson, L. S.E.
Page 5 of 5
sting
.express
a subaidiery of Geocomp GorporeUOh
Client:
Atlantic Engineering Survey
Project Name:
545 Winter Street
Project Location:
North Andover, MA
Gnc #:
6800
Start Date:
7/7/06 Tested By: ahh
End Date:
7/10/06 Checked By: rmt
Boring #:
--- Test #: k
Sample #:
Fill
Depth:
452
Visual Description:
Moist dark brown silty ravel with sand
Hydraulic Conductivity of Saturated Porous Materials
Using a Flexible Wall Permeameter by ASTM D 5084
Constant Volume
Sample Type: Remolded Permearit Fluid: de -aired tap water
Orientation: Vertical Cell #: ---
Sample Preparation: Compacted Moderate Effort at the As Recieved Moisture Content. Trimmings moisture content = 9.0%
Parameter
Initial
Final
Height, in
2.20
2.13
Diameter, In
2.88
2.83
Area, int
6.51
6.29
Volume, fns
14.3
13.4
Mass, g
416
452
Bulk Density, pcf
110
128
Moisture Content, %
9
18
Dry Density, per
101
108
Degree of Saturation %
---
98
B COEFFICIENT DETERMINATION
Cell Pressure, psi: 94.4 Pressure Increment, psi: 4.9
Sample Pressure, psi: 88.5 B Coefficient: 0.98
FLOW DATA
Elapsed
Permeability
Permeability
Trial
Pressure, psi
Manometer Readings
Time,
K,
Temp,
K @ 20 °C,
Date
#
sec
Gradient
c n/sec
°C
Rt
cm/sec
Cell
Sample
Zl
ZZ
Zl-Z2
7/10
1
90
85
13.0
9.0
4.0
19
30.3
6.5E-06
20
1.000
6.5E-06
7/10
2
90
85
13.0
9.0
4.0
18
30.3
6.8E-06
20
1.000
6.8E-06
7/10
3
90
85
13.0
9.0
4.0
17
30.3
7.3E-06
20
1.000
7.3E-06
7/10
4
90
85
13.0 ,
9.0
4.0
20
30.3
6.2E-06
20
1.000
6.2E-06
PERMEABILITY AT 200 Q 3.7 x 10-6 cm/sec (@ 5 psi effective stress)
•
pORTy q
PUBLIC HEALTH DEPARTMENT
Community Development Division
October 1, 2008
Jim Kellett
Kellett Excavating
400 Salem Street
Lynnfiield, MA 01940
Re: 545 Winter Street
Dear Mr.Kellett,
This correspondence is in regards to the subsurface wastewater disposal system servicing the property listed above.
This system was engineered by Ben Osgood of New England Engineering, installed by you and received a
Certificate of Compliance dated November 12, 2004. Since that time, the Health Office has, not been formally
requested to review any plans for construction at this site. I have had brief discussions with Mr. Osgood regarding
possible issues at this location that indicated there may be future need for review by the Health Stasi The Health
Department also received a request for information from an attorney rig Mr. Heng in June of 2007. Tinea
this week, I personally observed Kellett Excavation equipment at this propeity..This observation has prompted this
1
etoer.
Please be advised that you have no authority to work on the system at this she. To do so would be a violation of the
MA DEP 310 CMR 15.020 and the North Andover Regulations regarding the construction of Subsurface -disposal
systems, section 3.04, "No person shall engage in the mon, alteration, installation or repair of any.ndividaal
disposal system without first obtaining a Disposal Works Construction Permit from the Board of Health". `In
addition, the installer must be provided an approved plan to follow in any repair of a system.
The Health Department has not received any formal information regarding the fimction of this system or problems
that may be occurring at this site. The sites' official file has no septic pumping slips since 2004, therefore there is no .
record of problems. There has been no plan or requests formally submitted, hence there is no approved plan. It is
clear you have not conducted any work to date, however, please note that as a licensed installer, any violation to the
stateor local regulations could result in disciplinary action
Thank you -for cooperation in tris important matter of public liealtt�: raid'foiwardmg a copy of the leiter-to the
owner of the property and the original engineer on the project so they are aware of the concerns. Feel flee to.contact
me if you have any additional questions.
I
Atlantic Engineering & Survey Consultants, Inc• John B. Paulson. P.L.S. President
97 Tenney Street • Georgetown, MA 01833 George J. Zambouras, P.E.
978-352-7870 • 978-352-9940 (fax) • atlantic84@cs.com
July 13, 2006
Attorney Nancy Barbour
Property Law Associates
P.O. Box 268
Methuen, MA 01844
RE: Property located at 545 Winter Street, North Andover, MA
Dear Ms Barbour:
In accordance with the terms of our contract with Mr. Hengl dated May 24, 2006 and
signed by him on June 7, 2006, Atlantic Engineering and Survey Consultants, Inc. is
providing the following report on our findings related to the property referenced above.
Conditions Relating to the Existing, Septic System
On July 27, 2004, the Town of North Andover Health Department (the Department)
issued a letter stating that the septic system design plans prepared by New England
Engineering Services (NEES) for the property located at 545 Winter Street had been
reviewed and approved by the Department. A septic system as -built plan dated
November 8, 2004 was prepared by NEES, which states that "the system has been
constructed in compliance with 310 CMR 15. 00, the approved design plans dated
7/12/04, and local requirements". A Certificate of Compliance for the septic system was
issued by the Board of Health on November 12, 2004.
This, less than 2 year old, septic system at 545 Winter Street was found to be in a state of
failure, by the owner in or around March of 2006. On April 18, 2006, the septic tank was
pumped out by A. B. Septic of Andover, MA. The invoice for this service indicates that
there was a one -foot layer of sludge and a two -foot layer of scum in the septic tank at the
time of pumping. The invoice also indicates that 3,000 gallons were pumped from the
system and that solids were observed flowing from the leaching field into the distribution
box. The pumping contractor did not indicate finding any damage to the septic tank,
distribution box, or any other system component.
According to NEES a soil sample of the septic sand installed in the leaching field was
recently obtained and sent to the University of Massachusetts Soil and Plant Nutrient
Testing Lab to determine its suitability for use in the system. A letter from NEES dated
May 26, 2006 states that the soil sample was found to be in compliance with the
Page 1 of 5
o
N
applicable requirements, which are outlined in the Massachusetts Department of
Environmental Protection (MA -DEP) 310 CMR 15.255 (Title 5).
Copies of water bills for the site were provided to this office, by the client, covering the
dates between July 2004 and March 2006. Water usage at this site was found to be an
average of 281 gallons per day for this time period.
Personnel from this office initially visited the site on Wednesday June 14, 2006. An
approximately 12" -deep hand -dug hole was observed in the leaching field area at the site.
It was noted that this hole was filled with standing water. During the time period from
Saturday, June l0a' to Wednesday, June 14a', there was no rainfall in the vicinity of the
site.
Conditions Relating to the Possible Causes of System Failure
There are several potential causes for the early failure of a newly installed septic system.
The following paragraphs will review the 9 most likely causes of failure of this system.
They are:
1.
Crushing of the system components.
2.
Design Failures.
3.
Bad or failing materials provided by component manufacturers.
4.
Over burdening the system with a higher volume of flow than the system
was designed for.
5.
Improper maintenance and pumping of the system.
6.
Introducing substances into the leaching system, such as grease, that will
cause the anaerobic function of the system to fail.
7.
Improper construction slopes of the system components.
8.
Improper leaching system material either placed or existing below the
leaching field.
9.
Improper venting of the system that will cause the anaerobic function of
the system to fail.
Failure Cause Review
1. There is no visual indication that any of the septic system components have
been damaged or crushed.
2. We have reviewed the design plans prepared by NEES dated July 12,. 2004
and while we see no design failures we offer the following comments.
a. The system design data parameters appear to meet the required codes.
b. We would note that 2 of the actual test pits used as a basis of the design
are outside of the actual leaching system. This does not comply with
Title 5.
c. The percolation test was also performed outside of the actual leaching
field area. According to the plan it took 5 attempts to obtain a successful
test result. The final result was 19 minutes per inch. Given that all the
percolation tests were in the same approximate location we would
question the result of 19 min/in after several aborted attempts.
Page 2 of 5
3. The septic tank and distribution box are not in question with this system
failure. The leaching field was constructed with Infiltrator brand chambers. If
the chambers were improperly made it could result in a failure of the system.
We have heard from one supplier that Infiltrator did have a manufacturing
defect for a period of time. We inspected 1 small section of Infiltrator and did
not observe any problem but we cannot state with any certainty that the
infiltrators are functioning properly.
4. The system has not been overburdened with flow. The water records provided
to us show that the house water usage, prior to failure, averaged 281 gallons
per day. The actual flow to the leaching field would be lower than this to
account for such things as watering lawns, washing cars and personal
consumption. The leaching field was designed to accept a 4 bedroom daily
flow of 440 gallons per day. Based upon the actual size of the field it was
physically laid out to accept a flow of 469 gallons per day. The actual average
daily flow is only between 55% and 65% of the allowable design flow. We
disagree with the letter from NEES dated April 29, 2006 that "the premature
failure was most probably caused by a lack of pumping the septic tank with
the required frequency to maintain proper functioning of the system under the
high level of use of the system."
5. The system at the time of failure was less than 2 years old. The certificate of
compliance was issued by the Board of Health on November 12, 2004.
General note #2 on the design plans indicates that the pumping schedule
would be every 2 years. This is an acceptable schedule for this size system.
Even as the date of this letter it has not been 2 years. Again we disagree with
the letter from NEES dated April 29, 2006 that "the premature failure was
most probably caused by a lack of pumping the septic tank with the required
frequency to maintain proper functioning of the system under the high level of
use of the system."
6. This system was not designed for a garbage grinder. This greatly reduces the
chances of inappropriate substances entering the system. There was no
evidence of grease in the system. We do not believe that this item is a cause
of the system failure.
7. We have viewed the site, the design plans and the as -built information. The
system slopes appear to comply with Title 5. This item does not appear to be
a cause of the system failure.
8. We have looked at the septic sand that was used below the leaching field. We
have also reviewed the soils analysis provided by the University of
Massachusetts dated May 22, 2006. We concur with the opinion that this
material is appropriate for use under the leaching field. We do not believe
that this item is a cause of the system failure.
9. 310CMR 15.000 (Title 5) specifies how septic systems are to be designed and
constructed. Section 15.240 provides detailed design information for
leaching fields and Section 12.241 provides information regarding system
venting. Section 15.240(7) states that: "Systems to be located either in whole
or in part under driveways, parking or turning areas or other areas of
impervious material shall be designed to achieve proper venting of the
Page 3 of 5
system..." Venting is required because the biological processes which take
place within a septic system require air to operate effectively. Although the
leaching area is not located under a parking area, it was noted that water did
not drain from a small hole observed during our site visits, even after several
days during which the area received no rainfall. If standing water does not
drain into the backfill cover material placed over the top of the septic system
during a dry -weather spell, this suggests that this soil has a low permeability
rate and may in fact be an impervious barrier.
We used two methods to test this theory. The first was to perform a basic
percolation test in the fill material on the leaching area and the second was to
collect a sample of the same material and send it out for testing at a soils
testing facility. The percolation test was run on June 30, 2006. The test was
run over a 23 hour period. During this period the total water drop in test hole
was 4.17 inches. This translates into a percolation rate of 330 minutes per
inch. It should be noted that this soil is un -compacted placed fill. This
percolation rate is unacceptable to Title 5 requirements. The second was to
send a soil sample to a soils testing lab for analysis. Our sample was sent to
GeoTesting Express and was tested using a ASTM D 5084 — Flexible Wall
Permeability test. The sample was found to have a permeability (K) equal to
3.7 x 1e cm/sec. This equals 0.000087 inches/minute (0.12 inches/day).
In our professional opinion these test results clearly show that the backfill
material covering the top of the septic system is unsuitable material. It has
' created an impervious barrier of the top of the leaching area and is the only
reason left available to explain the early failure of this system. Without an
adequate air supply the normal biological processes have been suffocated.
Proposed Solutions to Repair the Failure
This system has been damaged. There are 3 potential means to repair the system.
1. Expose the ends of the 3 infiltrator lines and vent them in accordance with
Title 5. Due to the amount of solids that have formed in the leaching area this
solution may not be sufficient to revive the system and cannot be
recommended by Atlantic Engineering. It would also leave the problem of
having impervious material over the system.
2. Remove the material covering the system and thoroughly clean the outside of
the infiltrator chambers. Open the ends of the chambers and leave them
exposed to the air for up to 10 days. If the system is not too badly damaged
the biological process will reactivate and revive the system. The system can
then be closed up and backfilled in accordance with Title 5 requirements. We
do not recommend this solution. It is time and labor intensive and requires the
system to be exposed for many days.
3. Remove the material covering the system, the infiltrator units and 6 inches of
sand below the infiltrator units and replace these items with new materials in
accordance with Title 5. We recommend this option. This will resolve any
Page 4 of 5
damage to the leaching area and will allow the system to receive adequate air
providing good backfill material is used.
This system was not installed in compliance with Title 5 and in our professional opinion
failed because the system was not adequately vented of backfilled with materials meeting
Title 5 requirements. This conclusion is based upon the extremely low permeability of
the fill material placed over the leaching system, and the lack of proper ventilation which
the system requires in order to function.
If you have any questions regarding this report please feel free to contact us.
Sincerely,
Karen Westphalen, P.E.
J 4aulson, L.S.E.
Page 5 of 5
o
j Git'oTesting.
j express
a aubeldiery of deocomp C01por60011
Client: Atlantic Engl4C g Survey
Project Name:
545 Winter Street
Final
Project Location:
North Andover, MA
2.13
enc #:
6800
2.83
Start Date:
7/7/06
Tested By: ahh
End Date:
7/10/06
Checked By: rmt
Boring #:
---
Test #: k
Sample #:
Fill
128
Depth:
Visual Description:
Moist dark brown silty
ravel with sand
Hydraulic Conductivity of Saturated Porous Materials
Using a Flexible Wall Permeameter by ASTM D 5084
Constant Volume
Sample Type: Remolded Permeant Fluid: de -aired tap water
Orientation: Vertical Cell #: ---
Sample Preparation: Compacted Moderate Effort at the As Recieved Moisture Content. Trimmings moisture content = 9.0%
... _I- . .
Parameter
Initial
Final
Height, In
2.20
2.13
Diameter, in
2.88
2.83
2
Area, in.
651 _ -- --
- ------...__6.29------..__.
V61ume, ins -
14.3
13.4
Mass, g
416
452
Bulk Density, pcf
110
128
Moisture Content, %
9
18
Dry Density, pd
101
108
Degree of Saturation, %
---
98
0 COEFFICIENT DETERMINATION
Cell Pressure, psi: 94.4 Pressure Increment, psi: 4.9
Sample Pressure, psi: 88.5 B Coefficient: 0.98
FLOW DATA
Elapsed
Permeability
Permeability
Trial
Pressure, psi
Manometer Readings
Time,
K,
Temp,
K @ 20 °C,
Date
#
sec
Gradient
cm/sec
°C
Rt
cm/sec
Cell
Sample
Zl
Z2
Zl-Z2
7/10
1
90
85
13.0
9.0
4.0
19
30.3
6.5E-06
20
1.000
6.5E-06
7/10
2
90
85
13.0
9.0
4.0
18
30.3
6.8E-06
20
1.000
6.8E-06
7/10
3
90
85
13.0
9.0
4.0
17
30.3
7.3E-06
20
1.000
7.3E-06
7/10
4
90
85
13.0 ,
9.0
4.0
20
30.3
6.2E-06
20
1.000
6.2E-06
PERMEABILITY AT 200 Q 3.7 x 10-6 cm/sec (@ 5 psi effective stress)
�t
C,CC`r�L'L
JUN-c2-2QIJ1 FF.1 04:0 Ph,I
0
FAX No. 19181911911
0
Harvey, Kleger & Thomas �
184 Pleasant Valley Street, Suite 1-204 • Methuen, MA 01844
978.686,9800 - Fax 978.686,1919 - www.gecklaw.com
Linda A. Harvey, atty
Jean Stoller K.leger, atO4
Robert R. Thomas, atiy.
,John A. Beal, atty.
SENT VIA FAX: 978-688-8476
June 22, 2007
Susan Sawyer
Town. of Nofth Andover
Re: David Hengl
545 Winter Street
N, Aat,dover, MA 01345
Re: septic system
Dear Susan,
P. 001
Kimberly Mldolo, paralegal
Adale Kearny, legal assistant
Milt Schwartzberg, arty. of counsel
Bradley Pinta, att t of counsel
It was a pleasure to speak with you on the phone this afternooll. As I explained, T
represent Dave Hengl, and I'm trying to hid out who from the To1va or the State
i spected Hengl's new Title 5 septic system in early November, 2004, either at bottom of
bed; construction; final grade; or completion.
Please fax this information to me at 978-794-79411 or feel free to :forward my
request to aux consultants you may have used.
That* you for your assistance.
%Regards
Robert R. Thomas
1,J R
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES o?�'ti^� °°A
HEALTH DEPARTMENT
27 CHARLES STREET �,>.`4
NORTH ANDOVER, MASSACHUSETTS 01845 'SSACHUSEt
Susan Y. Sawyer, REHS/RS
Public Health Director
July 27, 2004
David Heng]
545 Winter Street
North Andover, MA 01845
978.688.9540 — Phone
978.688.9542 — FAX
healthdeptna,townofnorthandover.com
http://www.townofiioilliandover.com
RE: Subsurface Sewage Disposal System Plan for 545 Winter Street, Map 104A, Lot 19, North Andover,
Massachusetts
Dear Mr. Hengl,
The North Andover Board of Health has completed review of the septic system design plans for the above referenced
property submitted on your behalf by New England Engineering Services dated July 12, 2004 and received by this
office on July 13, 2004. The design has been approved for use in the construction of a replacement onsite septic
system. This approval is valid for three years from the date of this letter and during this time a licensed septic system
installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the
installer, designer and the Town of North Andover. The time period for which this plan is valid is reduced to two
years from the date of a septic system inspection which did not meet the acceptable criteria in the state regulations.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil
evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop,
and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)).
2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer
or other representative to ensure that all other state and municipal requirements are met. These may
include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector,
Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction
Permit shall not construe and/or imply compliance with any of the aforementioned requirements.
3. The plan does not call for installation of a septic tank effluent filter but one is recommended. Please be
advised that only certain brands of filters are permitted for use in Massachusetts and each is required to
follow certain approval criteria. Your designer or installer should work with you to assure a licensed
brand is selected for use, if you choose to install one.
4. The plan calls for a 2:1 slope for final grading of the soil adjacent to the soil absorption system. This
should be 3:1.
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health
Department may be reached at 978-688-9540 with any questions you might have.
Sincerely,
,f "Su Y. Sawyer, REHS/RS
Public Health Director
encl: List of licensed septic system installers
cc: file
New England Engineering Services
0 0
NEW ENGLAND ENGINEERING SERVICES
lk INC
July 12, 2004
Susan Sawyer
North Andover Board of Health
27 Charles Street
North Andover, MA 01845
Re: 545 Winter Street, North Andover
Septic System Design
Dear Susan:
JUL 13 2004
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
The following plans and enclosures for the above referenced property are being submitted
for approval.
1. (5) Copies of the Septic System Design Plans.
2. (1) Copy of the soil evaluator sheets.
3. (1) Check for payment of the Town approval fee.
If you have any comments or questions please do not hesitate to contact this office.
Sincere y,
V-/��"
Steven E. Pouliot
Project Manager
60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099
rHi.:C_ t:ll
FORM D.1.SOIL EVALUATOR FORM
Page I of 3
No. tj Date:
Commonwealth of Massachusetts
/' ',, '�,tr• i� , Massachusetts
Baal suita Assessmerat� �_On-site -SewaeeDis
,v. -o sal
Performed By: gate.
Witnessed By:.... _�.�y'�1.�"� Q� / �/ •r'� , ,
LOW 00 004,c s V �j'�j y/ , Owtert !Yams. � jdf,%) •,/�+ �v`"�.
1AV r / A6�ress, nM •✓ f G/�F7�
JQw construction 1 Repair KI - 1�
U111ce Review
Publishes Soil Survey Available: No Yes
Year Pu'�lished% ........... Publication Scale
6
l:�-� Soil Map unit�wlv,rl
/
Drair ase Class A�4 L-........... Sol! Limitations
G
Surfcial Geolcgic Report Available: No ELI Yes L
Y..a, Published Publication Scale
l•%
Geologic Material 014ap unit) —'
�.ndform_............:....... .............................._........,...
Flood Insurance Rate Map:
Above 500 Year, flood boundary No O�,es
Within 500 year flood boundary No 0—Yes CD
Within 100 year fm4 bound&wy Nc E]Yzs El
Wetland Area:
National Wetland Irventory Map (reap unit)
Wetlands Conservancy Program Map (map unit)
................. ... ..
Current Water Resource Conditions (USGS), Month AYZOWE
r—
Rargr.:Above Normal Norrnal Normal
Other Rcfcrencas Reviewed:
t,Fr APPIkOVED F'QRMM - 1:101195
RECEIVED
JUL 13 200A
TOW ..:;Y; n ANDD
HEH.L I ri DEPARTMEN!
tOGi LCA r.14 4_1U.- r -i0
1 10.1-311/--,\.J
I AM"NUN
. r'Au* u t
O
FORM # l - SOIL EVALUATOR 1, OW�t
Wage 7 of 3
Location Address or Lot IJo...����
On. -site Review
Deep Hole Number ` Datei'.�/` Time:
Location tide ify on site plan) AWN f7"0.
Land Use f��/.�� Slope M �� Surface Stones
Vegetational',':'
Landform 1G %Krill /7:�44, el
R."Sition on landscape -
Distances from:
Open Water Body /)IFS' feet Drainage way f�41 feet
Possib?e VVet Area 25�� feet Property Line /0'
feet
Drinking Water Weil>/4 -"> fee? Other
r�
Weather
DEEP OBSERVA,TION'HOLF- LOC
Deotr, frorn
Surface tinchesl
Soil Horizon
Soil Texture
(USDA)
50 GQ:or
iMunS610
Soil
Mottiing
Other
iStruct,.rre. StoneS, Boulders, Consivency. 7a
Gravel)
t 1
Parent Material (geologic) _ �` /�it%�. 1� �/�r�._ CepthtoBadrock:
De th to Groundwater: Standing Water in the HQIg: �! ��JL Weepinq frorn Pit Face;
rar�y, N
Estimated Seasonal High Ground Water:__
DEP A.Fpsovrn FID"ll . 12:07M
I HiAQHMJ�Tl� r"'PIAr- Q
. J
'VALUATOR FORNI
• FORM I I - SOIL E
Page 2 of 3
Localion Address or L.a(,;Ao,
Qn-liteRe6ew
Date: AMOY WeatMr
Deep Hole Number A
Location ;iqgti V on site plan)
Land Use d,-&7( 4 77"f4 Slope 1%) Surface Stones
Vegetation 4`��Jko"
Landform6-174,-rl5ewf W,
Position or landscapp, -,;;Z-
D;stances from:
Open Water Bojvl4p-4 feet Drainage way feet
Po"ible Wet Area feet ProVerTy Line feet,
7
Drinkinq Water Ire feet Other
DEEP 013SERVATION HOLE LOG
Dpotn Iro,.r, 7---s:)il Horizon Soil Texlure 5-ol". —Colo,r Soil I Other
Sur -lace (Inches)NfoREing (Structure: Stones, Boulders, UnEis"ency.
Gravel)
��� I7'—/�.�
Z—
AW
?13 y
zlev*&—1
c4e5o ,
?aver; fADtvioi (qeoioo;_)
Npthio6edrock,
Standing Water in thi Hole!Wolping from Pit Face*
Est:rrved $ea.-,innal High Mound Water:
WO)at"gs
KU, arf i rr 1 IA t[ar NUH HA(�E U4
` O
FORM 11 -SOIL EVAL11"ATOR FORM
Page 2 of 3
Location Addrt,
x'zv. 'A
Qn-site Review
Deep Hole Number Date,T' e-'frWeather
e C7Z
Location (1cipentify on site Dian)
Land Use z Slope (%) Surface Stones
Vegetation
Lanoform '�vv
Positior, on landscape
Distances frorn-,
Open water Body f -et Drainage way feet
Possible Wet Area Zt576 feet Property Line feet
77
Drinking Water Well/ feet Other
DEEP OBSERVATION HOLE LOG
oev'.t' fro -n
Sv,f are Onch'-rsi
I SO korixcn
(USDA)
S;3 I Color
(Munsell)
soil
Mionfin 9
Other
{Structure, Stones, Boulders, Cnnsimienr:y, %
7 e -
Z
LE I/
0(
Parent M I
Capp'.!, standing watet in ttv Hole:
Weeping f,,Crr Mt Free:_
F'stir-wed SeFIS0131 High Cirr.Arind Water;
/W
a
uor acir.:C[w t 0 1 t, 013�A � IWNUAIMI'< r'ptat U:i
Fda%M 11 - SOIL hV4LUATOR 1�0p,'N
Page 3of3
Location Address or Lot No. 1r, Ala
1��ter�rtainc 'ori �r Sen onalI. h rater ` ble
L�!ethod used.
Depth observed standing in observation hole--...... -...... inches
Depth weeping from side of observation hole inches
Depth to soil mottles inches; —�
Ground water
adjustment .......... ..... feet
a4c
'ndex Well Number- .............. Reading Date .............. Index well level.
Adjustment factor .............. Adjusted ground water ieve) .......
Death of Naturally Ccc�trrinvg pervious material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system, „�-
If not, what Is the depth of naturally occurring pervious material?
,Zi7'5
�-ertific�tion
I certify that on'/�1 �_�datel I have gassed the soil evaivater examination
approved by theep[3 artment of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 310 Ghrlfi 15.017.
Signatur `r' Date le 4
DEP Ak'PROWT) FORM - 12107,45
Page 1 of 1
Dellechiaie, Pam
From: Dan Ottenheimer [info@millriverconsulting.com]
Sent: Wednesday, July 28, 2004 2:01 PM
To: Susan Sawyer; amcbrearty@millriverconsulting.com; 'Pamela Dellechiaie'
Subject: perc test results
Sue and Pam,
Attached please find the percolation test results for three prop rti s: 545 Winter Stree , 42 Penni Lane, 43 Mill
Road. These were completed a few weeks ago and the results ed o you. Scanned images
are now attached which should be clearer to read than the faxes.
Dan
Mill Riv er
t,/ consulting
Daniel Ottenheimer, President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.m_i_llriverc.onsulting. com
info@millriverconsulting.com
7/28/2004
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Page 1 of 1
f �
Dellechiaie, Pam
From: Dan Ottenheimer [info@millriverconsulting.com]
Sent: Tuesday, July 27, 2004 8:19 AM
To: Susan Sawyer; amcbrearty@millriverconsulting.com; 'Pamela Dellechiaie'
Subject: 545 Winter Street
Sue and Pam,
We finally got a percolation test on this site (after three tries), and now we have an approved plan too. Things
are looking up.
Dan
Millno
Euver
>consulting<
Daniel Ottenheimer, President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsultin2.com
info@millriverconsulting.com
7/27/2004
0 Page 1 of 1
DelleChiaie, Pamela
From: Sawyer, Susan
Sent: Wednesday, June 23, 2004 4:00 PM
To: DelleChiaie, Pamela
Subject: FW: perc tests
-----Original Message -----
From: Dan Ottenheimer[mailto:info@millriverconsulting.com]
Sent: Tuesday, June 22, 2004 4:14 PM
To: Susan Sawyer; amcbrearty@millriverconsulbng.com; 'Pamela Dellechiaie'
Subject: perc tests
Sue and Pam,
We are going to try tackle three sites which New England Engineering Services has been designing a septic
system urmpt
an w . are in need of percolation tests only (soils already completed). On Wednesday July 7
M will att 545 Winter S et, 42 Penni Lane, and 43 Mill Road.
Dan
0
Daniel Ottenheimer, President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.com
info(aDmillriverconsulting. corn
6/23/2004
0 0
Page 1 of 1
DelleChiaie, Pamela
From: Dan Ottenheimer [info@millriverconsulting.com]
Sent: Thursday, May 06, 2004 11:35 AM
To: Susan Sawyer; 'Pamela Dellechiaie'
Subject: changes
Sue and Pam,
Perc testing from this morning at 545 Winter Street was cancelled by NEES due to wetness at site. They will call
to reschedule.
Soil testing for 193 Lacy Street for tomorrow has been moved by the designer to next Thursday 5/13.
Dan
0
Daniel Ottenheimer, President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.com
info@millriverconsultin2.com
5/6/2004
Page 1 of 1
DelleChiaie, Pamela
From: Dan Ottenheimer [info@millriverconsulting.com]
Sent: Thursday, April 15, 2004 3:14 PM
To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie'
Subject: schedule
Once again the wet weather did us in for the percolatioest at 545 Winter St r t s morning. It also caused
NEES to cancel the soil test at 69 Oakes Drive. I will let are re -scheduled.
We have arranged.soil testing for 193 Lacy Street with Mill Stone Engineering for Thursday May 6t' at 10:00 am.
Dan
a
Daniel Ottenheimer, President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsultin .corn
info@.millrivercon5qlting.com
4/15/2004
Page 1 of 1
f ,
DelleChiaie, Pamela
From: Dan Ottenheimer [info@millriverconsulting.com]
Sent: Wednesday, March 17, 2004 1:28 PM
To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie'
Subject: soil tests
Sue, Brian and Pam,
Attached please find the soil and percolation test results from 35 Hollow Tree Lane and 545 Winter Street. Both
sites had a percolation test result which required an overnight soak. Due to the s ow, we -could not,�er-f"mit
today. We have scheduled both sites for Thursday April 1 beginning at 7:00 a.m. ""
Happy shoveling.
Dan
Daniel Ottenheimer, President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.com
info@millriverconsulting.com
millriverconsulting_com
3/17/2004
NAN
ITS-
S1.
NAN
ITS-
NAN
0
'r BOARD OF HEALTH
NORTH ANDOVER, MASS. 01845
978-688-9540
APPLICATION FOR SOIL TESTS
DATE: 1S 0 Lj MAP & PARCEL: JO y A
LOCATION OF SOIL TESTS: J` 4 s W T . re e �
Aj
Nye
OWNER:_ H t: N G L TEL. NO.: 7 -% g
ADDRESS: S4 "'p, S c re e�'
r-� � v,, cc
ENGINEER: 10— ETEL. NO.: `% 7 c�r 6 0 6 l 7 (�
CERTIFIED SOIL EVALUATOR: n 6SC—'0 n
K lci-1 1 `�"� e --,'L
Intended use of land: Residential Subdivision
Single Family Home j Commercial
Is This: k
Repair testing /X_ Undeveloped lot testing Upgrade for addition
In the Lake Cochichewick Watershed? Yes
No.
THEr FOLLOWING MUST BE INCLUDED WITH THIS FORM:
1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests)
2. Plot plan
3. Fee of 1425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests
required for each disposal area. Fee of $360.00 per lot for repairs or upgrades.
GENERAL INFORMATION
1. Only Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans.
3. At least two deep holes and two percolation tests are required for each septic system disposal area.
4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of testing.
6. Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the
location of all tests (including aborted tests).
7. Within 60 days of testing soil evaluation forms shall be submitted.
N.A. Conservation Commission Approval:
Date Received: Check Amount:
Check Date:
' mnRm�rc�� •, ■nom - -ate®
h v `
y
Z
1
7:53 � O G, •�
POP 6,4
335•
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oe
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NCRTp Commonwealth of Massachusetts Map -Block -Lot
104.A- 0019 -
Board of Health Permit -No
` North Andover BHP -2004-0659
• P.I.
�i.°...,� .✓' FEE
�ss�tMustt F.I. - - $250.00
Disposal Works Construction Permit
Permission is hereby granted _JAMES KELLETT
to (Repair) an Individual Sewage Disposal System.
at No 545 WINTER STREET
as shown on the application for Disposal Works Construction Permit No. BHP -2004-065 Dated September 27, 2004
,.
Issued On: Sep -27-2004 Boa l0ea4
"°"'" Commonwealth of Massachusetts Map -Block -Lot
x.,41
�+ • °c9 104.A- 0019 -
Board of Health
• North Andover
` •' � .�.,ti Certificate of Compliance
tJs�cMugt�
THIS IS TO CERTIFY, That the IAdMdual Sewage Disposal System (Repair)
by JAMES KELLETT
Installer
at No 545 WINTER STREET
has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the
application for Disposal Works Construction Permit No. BHP -2004-065 Dated September 27, 2004
Printed On: Sep -27-2004 Board of Health
C
0
TOWN OF NORTH ANDOVER O� NORTH q
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT n
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845s^T�°'°E<�y
AL HUS
Susan Y. Sawyer, REHSIRS 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
h ealthdept(utownofnortliandover. com
www.townofnorthandover.com
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: o 1 2d Qly
LOCATION: S- 'Ir W jri t6rZ Sr1t�C-f
LICENSED INSTALLER NAME: i In , /��Ilc ?y
PLEASE PRINT
SIGNATURE:
4 CHECK ONE:
FULL SYSTEM REPAIR:
COMPONENT REPAIR (indicate what parts):
TELEPHONE# 7fl ` 5-r-3 _ 71L16
($250)
($125)
* NEW CONSTRUCTION:
* If NEW CONSTRUCTION, please attach the Foundation As -Built Plan.
$25 00 or $125 Fee Attached? Yes No
Project Manager Obligation From Attached? Yes No
Foundation As -Built? Yes No
Floor Plans? Yes No
17
Approval of Health Agent✓- Date:
INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction of the septic system for the
property at 5— V -�_ S -reC E t relative to the application
dated 7 — Z _v Y for plans by /l/� /� ��� and
dated l — 12 -- o 4 with revisions dated
I understand the following obligations for management of this project:
1. As the installer I am obligated to obtain all permits and Board of Health approved plans prior
to performing any work on a site. I must have the approved plans and the permit on site
when any work is being done.
2. As the installer I must call for any and all inspections. If homeowner, contractor, project
manger, or any other person not associated with my company schedules an inspection and the
system is not ready then item three shall be applicable.
3. As the installer I am required to have the necessary work completed prior to the applicable
inspections as indicated below. I understand that requesting an inspection, without
completion of the items in accordance with Tile 5 and the Board of Health Regulations may
result in a $50.00 fine being levied against my company.
a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done
first. Installer must request the inspection but does not have to be present.
b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As -built or
verbal OK from engineer must be submitted to Board of Health, after which installer calls for
inspection time. Installer must be present for this inspection. With pump system all electrical
work must be ready and able to cause pump to work and alarm to function.
c) Final Grade — Installer must request inspection when all grading is complete. Does not have to be
on site.
4. As the installer I understand that only I may perform the work (other than simple excavation)
required to complete the installation of the system identified in the attached application for
installation. I further understand that work by others unlicensed to install septic systems in
North Andover can constitute reasons for denial of the system, and/or revocation or
suspension of my license to operate in the Town of North Andover; significant fines to all
persons involved are also possible.
5. As the Installer I understand that I must be on site during the performance of the following
construction. steps:
a) Determination that the proper elevation of the excavation has been reached.
b) Inspection of the sand and stone to be used.
c) Final inspection by Board of Health staff or consultant.
d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other
components.
6. As the installer I understand that I am solely responsible for the installation of the system -as
per the approved plans. No instructions by the homeowner, general contractor, or any other
persons shall absolve me of this obligation.
Undersigned Licensed Septic
Date: ��r /1?J _20TY
Disposal Works Construction Permit #
0
Town of North Andover
Office of the Health Department
Community Development and Services Division
400 OSGOOD STREET
North Andover, Massachusetts 01845
Susan Y. Sawyer, REHS/ RS
Public Health Director
978.688.9540 - Phone
978.688.9542 - Fax
C'E1�7I�FICA7E OAF COUDI- T ONCE
As of:
November 12, 2004
This is to cert that
the individual subsurface d�.sposafsystem
repaired (X) — Eull'System
6y
James Ive
ett
at
545 WinterStreet
North Andover, 5WA 01845
has been instalfed in accordance with the provisions of Title v of the State Sanitary Code and
with the North Andover (Board of ,7fealth regulations.
The Issuance of this certftate shall not be construed as a guarantee that the system will
function satisfactorily.
iV n T Sawyer
public Yfealth Director
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
C�:
TOWN -OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System () constricted;
`/,'lrepaired;
located at��y,S �1N�2 %, e i
was installed in conformance with the North Andover Board of Health approved plan,
System. Design Permit* . plan dated with a design now
of gallons per day. The materials used were in conformance with those specified
-on the approved pica; the system wasinstalied iu accordance-With.the provisions of 310
C1 R.15.000, tido 5 and local re ations,. and the final
regulations, • grading agcues substantially with
the. approved plan. All work is, accurately represented on the As built which has been
submitted to the Board of Health. .
Bed inspection date: 1-/
Engineer Representative
Final inspection date•
Engineer Representative
Installer.
Engineer.
Lie.#: Date: //--/ U,
Date: It to 0
��'_. , :.J
NOV 1 0 2004
TOWN CF 1',)F , , ANDOVER
0 0
TOWN OF NORTH ANDOVER NORTH
I.kD
Office of COMMUNITY DEVELOPMENT AND SERVICES a? •`�' ��'� °��
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawyer, REHS/RS
Public Health Director
ADDRESS: 545 Winter Street MAP: 104A
INSTALLER: Jim Kellett
DESIGNER: NEES
PLAN DATE: 9/30/2004
BOH APPROVAL DATE ON PLAN: 10/4/2004
DATE OF BED BOTTOM INSPECTION:
DATE OF FINAL CONSTRUCTION INSPECTION: 11/5/2004
DATE OF FINAL GRADE INSPECTION:
SELECT SYSTEM TYPE Gravity Distribution
COMPONENT SUMMARY FROM PLAN
GALLON TANK = 1500
LOADING OF SEPTIC TANK = H-10
TYPE OF SAS = Infiltrator Trenches
DIMENSIONS AND DETAILS OF SAS: 7 chambers per trench
SITE CONDITIONS
f A
CHU
978.688.9540 — Phone
978.688.9542 — FAX
LOT: 19
®Existing septic tank properly abandoned
®Internal plumbing all to one building sewer (see note)
®Topography not appreciably altered
Comments:
11/5/04 — Did not enter house - told by installer that plumbing correct. Waterline
Relocated, Riser cemented onto septic tank.
SEPTIC TANK
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
® 1500 gallon tank has been installed
H-10 loading 2 -Piece construction
® Water tightness of tank has been achieved
(Visual)
® Inlet tee installed, centered under access port
® Outlet tee (gas baffle or effluent filter) installed,
centered under access port
Page 1 of 3
0
TOWN OF NORTH ANDOVER O E NGRTN
o ,�,o , ti
Office of COMMUNITY DEVELOPMENT AND SERVICES 3? `^ ° '• °�1
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawyer, REHS/RS
Public Health Director
�,SS1CHUg
978.688.9540 — Phone
978.688.9542 — FAX
24" inch cover to
within 6" of final grade installed over one access port,
must be over outlet of tank if effluent filter is present
® Hydraulic cement around inlet & outlet
Comments:
Riser sealed with Hydraulic cement.
D -BOX
® Installed on stable stone base
❑ Inlet tee (if pumped or >0.08'/foot)
® Hydraulic cement around inlet & outlets
® Observed even distribution
® Speed levelers provided (not required)
Comments:
SOIL ABSORPTION SYSTEM
❑ Bottom of SAS excavated down to soil layer, as
Comments:
provided on plan
❑ Size of SAS excavated as per plan
® Title 5 sand installed, if specified on plan
® laterals installed and ends connected to header (and
vented if impervious material above)
® Gravelless disposal systems: type, number and
location as per plan
® Elevations of laterals installed as on approved plan
❑ 40 Mil HDPE barrier installed
❑ Retaining wall (boulder / concrete / timber/ block)
❑ Final cover as per plan
Page 2 of 3
N
TOWN OF NORTH ANDOVER f NaR*N
Office of COMMUNITY DEVELOPMENT AND SERVICES a? �•' °��
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845 'ss""°'�e��'
wCMUs
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
SYSTEM ELEVATIONS
Benchmark: 100.00
Rod at Benchmark: 3.71
Height of Instrument: 103.71
INVERT ON DESIGN PLAN INVERT ELEVATION
Building Sewer OUT 9948
99.61
Septic Tank IN 9928
99.30
Septic Tank OUT 99.03
99.06
Distribution Box IN 98.90
98.95
Distribution Box OUT 98.73
98.71
Manifold
Lateral 1 Invert 98.63
98.61
Lateral 1 Chamber top 99.09
99.13
Lateral 2 Invert 98.63
98.61
Lateral 2 Chamber top 99.09
99.11
Lateral 3 Invert 98.63
98.61
Lateral 3 Chamber top 99.09
99.13
Page 3 of 3
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Dellechiaie, Pamela
From: Andrew McBrearty[amcbrearty@millriverconsulting.com]
Sent: Monday, November 08, 2004 12:47 PM
To: pdellechiaie@townofnorthandover.com
Cc: 'Daniel Ottenheimer (E-mail)'; Lisa LeVasseur (E-mail); Sawyer, Susan; Grant, Michele
Subject: Re: FW: 22 Tiffany Lane - Bottom of Bed Inspection Report
Hi Pamela,
Yes, we did do the construction Inspection for 22 Tiffany Ln as well a. 545 Winter street o11/5. Both sites
looked pretty good (chambers a little uneven, but elevations were OK). ort out to you shortly.
Made sure to mention to Jim that all stones >6" needed to be removed from fill.
-andy
Pamela DelleChiaie wrote:
See attached
-----Original Message -----
From: Pamela DelleChiaie [mailto_Adell_ech[aie@townofnorthandover.com_]On Behalf Of
Dellechiaie, Pamela
Sent: Monday, November 08, 2004 11:48 AM
To: 'Daniel Ottenheimer (E-mail)'; Lisa LeVasseur (E-mail); 'McBrearty Andrew (E-mail)'
Cc: Sawyer, Susan; Grant, Michele
Subject: 22 Tiffany Lane - Bottom of Bed Inspection Report
Importance: High
Sensitivity: Private
Hi Lisa,
Here is the report. I think it got lost in the shuffle of the move. Ready for Final Inspection by
Andy. This is the one closing on Friday, so we need everything done before Thursday.
Just now received a call from Steve @ New England Engineering. Jim Kellett, septic installer
said that Andy was there last week for a final???? Please let me know so we can straighten this
out. I know our phones/computer were not working for awhile, so I may not have received notice
on this one.
Tx!
P
Pamela DelleChiaie, Health Dept. Assistant
Town of North Andover
Community Development & Services
27 Charles Street
North Andover, MA 01845
pdellechiaie@townofnorthandover. com
Tel. 978-688-9540
Fax 978-688-9542
11/8/2004