HomeMy WebLinkAboutCorrespondence - 296 RALEIGH TAVERN LANE 4/23/2015 J
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North Andover Health Department
Community Development Division
April 23, 2015
Dan McQuaide
296 Raleigh Tavern Lane
North Andover, MA 01845
Re: Subsurface Sewage Disposal System Plan for 296 Raleigh Tavern Lane
(Map 1060,Lot 1121
Dear Mr. McQuaide:
The proposed wastewater system design plan for the above site dated December 4, 2014 with a
final revision date of April 13, 2015 and received on April 21, 2015 has been approved.
The design has been approved for use in the construction of a replacement onsite septic system
for a 4-bedroom(max 9-room)home utilizing an Infiltrator Chamber system. This plan is
generally good for 3-years from the date of approval however, as this is for a repair system, this
is reduced to 2- years.
During this time, a licensed septic system installer must obtain a permit and complete this work,
and a Certificate of Compliance be endorsed by the installer, designer and the Town of North
Andover. In the event an inuninent health problem, such as sewage backup into the dwelling is
occurring,the North Andover Board of Health may reduce the time period for which this plan is
valid.
This approval is also 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)).
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
Z96 Raleigh Tavern Lane April 13, 2015
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. A cleanout is required in the building sewer pipe at the proposed connection to
the existing building sewer pipe. Alternatively, if there is a cleanout in the
building sewer pipe inside the building/cellar this would be acceptable. The
cleanout inside the building shall be in close proximity to the building sewer pipe
location in the foundation wall.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a wastewater treatment and dispersal system which will be in
compliance with all regulations and assure protection of public health and the environment of
North Andover.
Si� cdrely,
ti r
Michele Grant ...
Health Inspector
Encl. Installers list
cc: Vladimir Nemchenok
File
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North.Andover, MA 0 11345 Phone: 978.688.9540 Fax: 978.688.8476
North Andover Health Department
Community Developnnent Division
January 29, 2015
Vladimir Nemchenolc
Merrimack Engineering Services
66 Park Street
Andover, MA 01810
Re: Subsurface Sewage Disposal System Plan for 296 Raleigh Tavern Raad, lVIap 10GC,Lat
1.12
Dear Mr. Nemchenok;
The proposed wastewater system design plan for the above site dated December 4, 2014 and
received on January 5, 2015 has been reviewed. Unfortunately,the plan cannot be approved
until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or
N rth Andover regulation that is not met by this design follows each item where applicable.
71. The proposed contour elevations are incorrect on the southern side of the leach field.
2. Since the Infiltrator Chamber system is proposed as an alternative soil absorption system
the "Standard Conditions for Alternative Soil Absorption Systems with General Use
Certification and/or Approved for Remedial Use" will apply. Please provide the
following as required by the approval conditions
Section II(7):
e) The record drawings, approved by the LAA, must clearly indicate an area.for
the best feasible replaceinent system that could be installed in the event that the
proposed Alternative Soil Absorption System fails or it is determined that it is not
capable of providing equivalent environmental protection;
Section II(1$):
a) proof that the Designer has satisfactorily completed any required training by
the Company for•the design and installation of the Technology;
c) a certification, signed by the Owner oj*i-ecordfor the proper•ty to be served by
the Technology, stating that the property Owner:
Page 1 of 2
'North Andover I-lealth Department, 1600 Osgood. Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
1. has been provided a copy of the Title 5 EA technology Approval,
the 0ivner's Manual, and the Operation and Maintencnnce Manual,
and the Owner agrees to comply with all terms and conditions;
2. for°Systems installed under a Remedial Use Approval, the owner
agrees to fulfill his responsibilities to provide written notification
of the Approval to any new Owner, as required by 310 CMR
15.287(5),
3. if'the design does not provide for the use of garbage grinders, the
restriction is understood and accepted; and
4. whether or not covered by a warranty, the System Owner
understands the requirement to repair, replace, modify or tape any
other action as,required by the Department or the LAA, if the
Department or the LAA determines the System to be failing to
protect public health and safety and the environment, as defined in
310 CMR 15.303.
Please feel free to contact the office with any questions you may have. We loot{ forward to
working with you to obtain a wastewater treatment and dispersal system which will be in
compliance with all regulations and assure protection of public health and the environment of
North Andover.
Sincerely,
f r
l
Michele Grant
Health Inspector
cc: Dan McQuaide
File
Page 2 of 2
North Andover 1 lealth Department, 1600 Osgood Street, Suite 2035,
C orth Andover, MA 01 845 Phone: 978.688.9540 Fax: 97 .688. 4'76
WIMERRIMACK ENGINEERING SERVICES, INC;.
PROFESSIONAL ENGINEERS - LAND SURVEYORS PLANNERS
66 PARK STREET - ANDOVER,MA 01810 e (978)475-3555,373-5721 - FAX(978)475-1448 0 E-MAILlnfo@merrimackengineering.com
Michelle Grant
Health.Inspector
1.600 Osgood Street
Suite 2035
Not Andover, MA 01845
RE: 296 Raleigh Tavern Lane
Dear Michelle,
We are in receipt of your review letter dated 1-29-I5 for the above referenced site.
We have revised the plans with regard to all items I through 2 of your letter.
Enclosed herewith are 3 copies of the revised plans.
We feel we have adequately addressed you concerns.
On behalf of the owner, we respectfully request the plans be approved for construction as
re-submitted.
Yours truly,
RECEIVED
, .
William Dufresne, Project Manager
MERRIMACK ENGINEERING SERVICES �'� 9 ,I ?0 1
TOWN OF NORTH ANDOV R
HE; L"G'&-9 DEPARTMENT
6ran'c, Michele
From: Gaffney, Heidi
Sent: Wednesday, February 25, 2015 3:01 PM
To: Grant, Michele
Subject: FW: 296 Raleigh Tavern Lane - Septic
From: wrdaafresne()cen c st.net [m it e wr �afr sneCc ccrmc trr� t]
Sent: Tuesday, February 24, 2015 4:04 PM
To: Gaffney, Heidi
Subject: Re: 296 Raleigh Tavern Lane - Septic
Yes, everything I am working on is in holding pattern due to this dam snow.
It's killing me!
.....
From: "Heidi Gaffney" <HGaffnter towroonnrthndover.ccm>
To: "wrdufresne c com a t net" <wrdufresne @cg_M cast.n et>
Cc: "Michele Grant" <m, rant ctowriofnorthandover.com>, "Jennifer Hughes"
<`hu h s townofnor!:haridover.com>
Sent: Tuesday, February 24, 2015 2:32:25 PM
Subject: RE: 296 Raleigh Tavern Lane - Septic
Hi Bill, I'm,glad she was able to delineate 1353 Salem before all the snow(I haven't seen the flags yet, but was out there
when the test pit app came in). I haven't been to 296 Raleigh Tavern and with the snow of course I won't be getting
there for a bit, but it will likely need to be delineated when the weather allows.
Heidi Gaffney
Conservation Field Inspector
Town of North Andover
1600 Osgood Street,Suite 2035
North Andover,MA 01845
Phone 978-688-9530
Fax 978-688-9542
Email hgaffney�fnorthan dove r_.corn
Web www.TownofNortliAndover.com
From: wrdufresne(@comca t.net [!Da i Ito:w rd uf`resne cor11eastj1gt]
Sent: Tuesday, February 24, 2015 3:01 PM
To: Gaffney, Heidi
Subject: Re: 296 Raleigh Tavern Lane - Septic
1
Heidi
had Leah Sasbanes check out this site the same time she did 1353 Salem Street.
See attached GIS overlay.
asked her to confirm the presence of wetlands within 150 feet of the westerly property line where I
intended to do the test pits.
I have the review from the SOH that requires revisions, I will look at the GIS overlay and confirm with
her and show any wetlands or buffer zones on the revised drawings.
Thanks
Sill
..� .......
From: "Heidi Gaffney" <InlGaffney. �ownofnorttliandover.com>
To: "wrdufresne(acomcast.net" <wrdufre ne comcast.n t>
Cc: "Michele Grant" <m ranl@townofnorthandov r.com>, "Jennifer Hughes"
<Lhu hes tovrn fnorthandover.com>
Sent: Tuesday, February 24, 2015 1:20:28 PM
Subject: 296 Raleigh Tavern Lane - Septic
Hi Bill, The septic plan for 296 Raleigh Tavern.Lane does not have any wetlands shown on it and Note#15
states "no wetlands exist within 150ft. of the proposed system." Please see the image below showing the GIS
wetlands layer and a measurement I did on the GIS system. Did a wetland scientist check this area out and
determine that it isn't wetland?
2
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Blackburn, Lisa
From: Blackburn, Lisa
Sent Monday,January U5i2O1S2i0PK4
To: Dan Ottenheimer;Isaac Rowe; Pam Lally
Subject: 296 Raleigh Tavern Lane
Happy New Year,
U'rnrMaihog out plans and paperwork for 296 Ral6gh Tavern Lane today.
Lisa Blackburn
Health Department
Town of North Andover
16OO Osgood Street,Suite 3O35
North Andover, MA 01845
Phone 978-688-9540
Fax 978-688-8476
Email
Web www.TownofNortliAildover.com