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North Andover Board of Assessors Public Acce'ss
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North Andover Board of Assessors
MU4%
�2iProperty Record Card
Location: 268 REA STREET
Owner Name: MALSKY, LISA
Owner Address: 268 REA STREET
City: NORTH ANDOVER State: MA Zip: 01845
Neighborhood: 6 - 6 Land Area: 0.58 acres
Use Code: 101-SNGL-FAM-RES Total Finished Area: 1880 sqft
ASSESSMENTS CURRENTYEAR PREVIOUS YEAR
Total Value: 441,500 454,400
Building Value: 244,800 257,700
Land Value: 196,700 196,700
Market and Value: 196,700
Chapter Land Value:
http://csc-ma.us/PROPAPP/display.do?linkId=145953 I&town--NandoverPubAcc 11/12/2009
jN-aTZ' THIS PLAN & CERTIFICATION IS NOT
A WARRANTY OF THE SUBSURFACE DISPOSAL
SYSTEM. IT IS A RECORD OF THE LOCATION
AND ELEVATION OF THE EXISTING SYSTEM
COMPONENTS.
NE.
i lo, 39- 40
AS BUILT PLAN
OF
SUBSURFACE DISPOSAL SYSTEM
LOCATED IN
NORTH ANDOVER,
AS PREPARED FOR
LISA MAISU
DATE: 4-26-10
SCALE: 1"=.40'
MMS./268 REA STREET
TM: 38
TL: 127
I
0 20 40 80
MERRIMACK ENGINEERING SERVICES
66 PARK STREET
ANDOVER, MASSACHUSETTS 01810
t
PUBLIC HEALTH DEPARTMIRT
CommunitY Development Division
RTJ (FjCqrVF O(F COT(PLTOY(�E
A- &.a A.1 -L
As of-.
April 3 0, 2010
7fil� is to cenify that the individuatsu6surface disposaf system receiveda
SMIST-ACTORTINS(PEC127ONof the:
ftairlftfm- mnt of an
N.Site SMIve ��Osaf
S
By:
WichaedgWffy
t:
268 fta Street i
P6
9Wa �038.0; (Varcef—lJ7
Nbrtfi,Xndover, a"
01$45
The Issuance of this certificate shaff not 6e construed as a gua�antee that the system wiff
f -unction satisfactoii(y.
Siman T 4av6er, gZ�E%
'Pu6fic 9fealth Director
1600 Osgood Street, North Andover, Mossothutetts 01845
Phone 978.688.9540 Fox 978.68,8.8476 Web Www-towaofhorthandover.corn
Ab
'4044
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
TOWN OF NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System ( ) constructed; ( ) repaired;
By: 9ki L'L_%�
(Print Name)
Located at:
Was installed in conformance with the North Andover Board of Health approved plan, originally dated
V – Z��-67 01 and last revised on --------,with a design flow of
95 '��c _ gallons per day. The materials used were in conformance with those specified on the
approved plan; the system was installed in accordance with the provisions of 3 10. CNM 15.000, Title 5 and local
regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on
the As -built which has been submitted to the Board of Health.
Bottom of Bed Inspection Date:
9?1 u. [2LJ
And – Print Name
Final Construction Inspection Date:
&LIz UUEdSXA2d
And – Print Name
Installer:
(Signature)
Enginer: VzX414J Sianature)
22 - Pic -
Engineer Represeltive (Signature)
&Lr7:?' ' r
Engineer Representative (Signature)
Date: !�X-12 Z-'42
V g- pf
I
And – Print Name
Date: 4- &-1 v
And – Print Name
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web http://www.townofnorthandover.com
AS -BUILT CBECKLIST
LOT NUMBER, STREET NAM[E
ASSESSORS MAP & PARCEL NUMBER
LOT LINES & LOCATION OF DWELLINGS
LOCATIONS & DIMENSIONS OF SYSTEM,
INCtbTEqG-RESERVE------
TIES TO LOT LINES & DWELLING, WELLS'
a. FROM SEPTIC TANK
b. FROM LEACH AREA
LOCATIONS OF DEEP HOLES & PERC
TESTS
ELEVATIONS OF DISPOSAL SYSTEM
TOP OF FDN ELEVATION
LOCATIONS OF WELLS, DRAINS, WATERCOURSES
WITTHN 150' OF SYSTEM -
LOCATION OF WATER, GAS, ELECTRIC LINE S, CABLE
DISTANCES FROM CORNER S OF HOUSE TO CENTER OF
TANK & D -BOX
ORIGINAL STAMP & SIGNATURE
IMPERVIOUS AREAS - DRIVEWAYS, ETC.
NORTHARROW.
LOCATION & ELEVATIONS OF BENCHMARK USED
46
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: 268 Rea Street MAP: 38 LOT: 127
INSTALLER: Mike Reilly
DESIGNER: Vladimir Nemchenok
PLAN DATE: 10/22/09
BOH APPROVAL DATE ON PLAN: 12/21/09
INSPECTIONS
TANK INSPECTION: qjjqj)0
DATE OF BED BOTTOM INSPECTION:
DATE OF FINAL CONSTRUCTION INSPECTION: 4/26/10
DATE OF FINAL GRADE INSPECTION: lag I 10
SITE CONDITIONS
Comments:
SEPTIC TANK
NA Contractor reports any changes to design plan
Existing septic tank properly abandoned
internal plumbing all to one building sewer
Z Topography not appreciably altered
Z Building sewer in continuous grade, on compacted
firm base
Z Cleanout added at bend
Z 1500 gallon tank has been installed
H-10 loading mono construction
Z Water tightness of tank has been achieved by
Visual testing
Z Inlet tee installed, centered under access port
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
t%ORTII
,1-0-10 16.,
0
0
44'
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
Outlet tee installed, centered under access port
(effluent filter)
24" inch cover to within 6" of final grade installed over
one access port
Hydraulic cement around inlet & outlet
Comments: No cleanout proposed on plan but Installer added a cleanout at the bend in
the building sewer line. 24" C.I. covers to finish grade above the inlet and outlet tees.
PUMP CHAMBER
Z 1000 gallon Pump Chamber installed
Z H-10 loading monolithic construction)
Z Inlet tee installed, centered under access port
Z Pump(s) installed on stable base
Z Alarm float working
Z Pump On/Off floats working
Z Separate on/off floats
Z Drain hole in pressure line
Z 24" cover at final grade installed over pump access
port
Z Water tightness of tank has been achieved by
Visual testing
Z Hydraulic cement around inlet & outlet
Comments:
CONTROLPANEL
Z Alarm & Pump are on separate circuits
Z Alarm sounds when float is tripped
Z Location of control panel: basement
Z Alarm signal located inside: basement
Comments:
DISTRIBUTION -BOX
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
t%ORTi4
6
6 0
0
C C..
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
Z installed on stable stone base
Z Inlet tee (if pumped or >0.08'/foot)
Z Hydraulic cement around inlet & outlets
Z Observed even distribution
Z Speed levelers provided (not required)
Comments: Even flow into D -box, 90 bend on 2" force main in D -box.
SOIL ABSORPTION SYSTEM (General)
Z Size of SAS excavated as per plan
Z Title 5 sand installed, if specified on plan
Z 40 Mil HDPE barrier installed
Z Laterals installed and ends connected to header (and
vented if impervious material above)
Z Elevations of laterals and chambers installed as on
approved plan
NA Retaining wall (boulder / concrete / timber/ block)
Final cover as per plan
Comments:
SOIL ABSORPTION SYSTEM (Gravel -less Chambers)
Z Brand and Model of Chamber: Standard Quick 4
Infiltrator Chambers
Z Number of chambers per row: 13
Z Number of rows (trenches): 4
Comments: Total Chambers =.52
1600 Osgood Street, North Andover, Mosso(husetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.(om
Inspection Form June 2008
tkORTH
'j't%.20 '6
0
0
C.
0 coc.'. 5 -
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
SYSTEM ELEVATIONS
BM = 100.00
HR = 0.90
HI = 100.90
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
ROD ELEVATION
AS -BLT INVERT ELEV
DESIGN INVERT ELEV
Benchmark
0.90
Building Sewer OUT
4.50
96.05
96.0+/ -
Septic Tank IN
6.06
94.49
94.70
Septic Tank OUT
6.37
94.18
94.45
Pump Chamber IN
6.44
94.11
94.40
Pump Chamber OUT
93.86
-----
Distribution Box IN
4.96
95.77
95.67
Distribution Box OUT
4.99
95.56
95.50
Lateral 1 TOP
5.04
Lateral 1 INVERT
95.51
95.47
Lateral 2 TOP
5.04
Lateral 2 INVERT
95.51
95.47
Lateral 3 TOP
5.04
Lateral 3 INVERT
95.51
95.47
Lateral 4 TOP
5.04
Lateral 4 INVERT
95.51
95.47
Top of ChamberF-
5.04
on
95.86
9580
Boftom of Bed/Chamberl
6.04
94.86
94..80
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
tAORT#1
06,
0
0
0
C' - .." a .. .
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
CRITICAL SETBACK DISTANCES
Mark those distances checked in the field against the design plan and regulatory
setback
' Suction line 222(2)
2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02).
3 As defined in 3 10 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland
bylaws
1600 Osgood Street, North Andover, Massa(husetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
Tank
SAS Sewer
Z
Property line
10
10
ED
Cellar wall
10
20
Z
Inground pool
10
20
Slab foundation
10
10
Deck, on footings, etc
5
10 --
Waterline
10
10 101
Private drinking well
75
1002 50
Irrigation well
75
100
Z
Surface Water
25
50
Z
Bordering Vegetated Wetland
Salt Marsh, Inland / Coastal Bank3
75
100
Wetlands bordering surface
water supply or trib. (in Watershed)
150
150
Trib. to surface water supply
325
325
Public well
400
400
Z
Interim Wellhead Prot. Area
Reservoirs
400
400
Drains (wat. supply/trib.)
50
100
Drains (intercept g.w.)
25
50
Drains (Other) Foundation
10(5)
20(10)
Drywells
20
25
' Suction line 222(2)
2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02).
3 As defined in 3 10 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland
bylaws
1600 Osgood Street, North Andover, Massa(husetts 01845
Phone 978.688.9540 Fox 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
DelleChlaie, Pamela
From: Marianne Peters [mpeters@millriverconsulting.com]
Sent: Monday, April 26, 2010 8:17 AM
To: Sawyer, Susan; DelleChiaie, Pamela; Grant, Michele
Cc: 'Isaac Rowe'; dano@millriverconsulting.com
Subject: Final Inspection: 268 Rea will be this morning at 11:00
This final inspection for 268 Rea Street w/Mike Riley will be done this a.m. at 11:00 with Isaac.
7M a
Milimxiveir..-,
consulting
Civil Enrtcr.�' fing 0 Cnvi7t5nmP!;itml Niniffing
M1Jfli.-JP.-.l Erivirommental flerlin CansultinR
Marianne Peters
Office Manager
6 Sargent Street
Gloucester, MA 01930-2719
Phone: 978-282-0014
Fax: 978-282-1318
www.millriverconsultine.com
mpeters(a,millriverconsultin3z.com
I
Commonwealth of Massachusetts Map -Block -Lot
038.00127
-----------------------
Board of Health Permit No
BHP -2010-0524
North Andover -----------------------
FEE
P.I.
$250.00
F.I. -----------------------
DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted -Mike-Rei-Ily ----- ---------------------------------------------------------------------------------------
to (Repair) an Individual Sewage Disposal System.
atNo-268-REA-S-TREE-T --------------------------------------------------------------------------------------------------------------------------
as shown on the application for Disposal Works Construction Permit No. BBP--201-0-05-2 --- Dated --- March -24,20-1-0 ------
-----------------------------------------------------------------
Issued On: M- ar-24-20 10 ---------- -------------------------------------- Board of Health
vtORT" Application for Septic Disposal System
-Construction Permit —TOWN OF
4 t'N113"V"Ll AXT""XTIUD ALMA 111QAC
429�
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
4:1
Applicationis hereby made for a permit to:
[9'Construct a new on-site sewage disposal system*
TODAY'S DATE
<: � �$l 2 �- o imp one �nt
F1 Repair or replace an existing on-site sewage disposal system*
Ej Repair or replace an existing system component — What?
A. Facility Information
or Lot #
&r,111 "o vev--
City/Town
2.-�TYPE OF SEPTIC SYSTEM':
9Pump El Gravity (choose one)
***If pump system, attach copy of electrical permit to application***
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
0 V Co ventionall System (pipe and stone system)
0
nfiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system.
F� Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement)
R Pressure Dosed (D -Box Present) S.A.S.
2. Owner Information
/_ I
Name -.1
� b � P, eo_ 9r"/_
Address (if different from above)
tvoo-h Agdoote
City/Town State Z Code
Telephone Number
3. Installer Information
michato-I kealu r e. er-illy" SM_�, In z
Name J N�me'of Company/
101, ,_Woy6K
Address
Andtw&,- JIVO
City/Town State Zip Code
— (919 ) 276' 9 ?JJ
Telephone Number (Cell Phone # if possible please)
4. Desianer Information
Name Name of Company
(—(-- 0,,�
City/Town State Zip Code
Telephone Number (Best # to Reach)
Application for Disposal System Construction Permit - Page 1 of 2
14ORT4
Application for Septic Disoosal System
TODAY'S DATE
sConstruction Permit -TOWN OF
$ 250.00 - Full Repair
ORTH ANDOVER, MA 01845 $125.00 - Component
PAGE 2 OF 2
A. Facility Information continued....
5. Type of Building: /Residential Dwelling or FlCornmercial
B. Agreement
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 place the system in operation until a Certificate of Compliance has
been issued by this Board of Health.
AW 00A 7,J) 3 )1 o
Name U Date
Approved By: (B Pd of Health Representative)
-3/
Date
DisaDaoi-t�ved for the f rfloWinq reasons:
For Office Use Only:
L
FeeAttacbed?
Yes
No
2.
Obb, bed?
Project Manager on Torn; Atiacbed?
Yes
No
3.
Pump S _ctncWpc it
so
_ys ? so, Attach cQpy ofEleatical Permit
Yes
No
4.
Bu t
Foundatdion As -Bu h new cohstrucW ronlyy)):
Yes
No X
(Same scale as approvedplan)
9.
Floor Plans? (new construction only):
Yes
N40
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:
AA ReA
(Address of septic system) For plans by
Relative to the application of Mla"aell A4 (Engineer) 0
qnstaller's name) And dated -0 C�
�urigmw date)
Dated 31231/0 With revisions dated
� I oday's date) (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 piioi to
performing any work on a site. I must have the approved 121ans and the 12errnit on site when aLly 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 reauesting an insDection. without cotnDledon of the items in accordance
with Tide 5 and the Board of Health RegiAgdons m;a)L result in a $50.00 fine being levied against me and/or
My co=aLiy.
a. Bottom of Bed — Generally, this is the first (ls� 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 Inspectio — 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 perform the work (otber than sit*le 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 sQtic systems in North Andover can constitute
reasons for denial of the system and/or revocation or sumension of mv license to oDerate in the Town of
North Andover, siggificant 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 12er the
approved 121ans. No instructions by the homeowner, p_,eneral contractor, or any other persons shall absolve
me of this obligation.
Undersigned Licensed Septic Installer: 31)3)16, (Today's Date)
7ame — Print) (Nah-le-- Signed)
I J
Date .......
TOWN OF NORTH ANDOVER
PERMIT FOR WIRING
This certifies that ..... L)
L
-1 ........................ ....................
has permission to perform ..........
wiring in the building of .....
..................
at.......
. ..... 5" ............................... o dove,, M s.
rth An as
Fee ... Lic. No. (.Z
..........
Check # iN--S-P . E .. W. -.7 .....
9295
.1
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
AT.0 o
NORTH ANDOVER, MASSACHUSETTS 0 1845 C U
Susan Y. Sawyer, REHS/RS
Public Health Director
SEPTIC PLAN SUBMITTAL FORM
Date of Submission:- lo -,Z6,, &I
SiteLocation: V26 99—A !!kTrola�
978-688.9540 — Phone
978.688.8476— FAX
E-MAIL: healthdept@townofnorthandover.coin
WEBSITE: http://www.townofnorthandover.com
RECETIVM
CT 2 7 2UO9
TOWN OF NORTH AMMiR
I C)O
.M
HEALTH DEPARTMENT
Engineer:__ WACZ, 1540 4 1 OEV-
New Plans? Yes V $225/Plan Check # (includes 0 submission and one re-
review only)
Revised Plans?Yes $75/Plan Check #
Site Evaluation Forms Included? Yes V"' No
Local Upgrade Form Included? Q4 Yes No
Telephone 36� )(-20 Fax #:
L4 qO
E -mai 1:—& 0- o
Homeowner
Name:
OFFICE USE ONLY
When the submission is complete (including chet
Date stamp plans and letter
Complete and attach Receipt
)0. Co File; Forward to Consultant
py
'$0. L'_
Enter on Log Sheet and Database
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.0 DelleChiaie, Pamela
From: Isaac Rowe [irowe@millriverconsulting.com]
Sent: Monday, April 26, 2010 4:23 PM
To: 'Daniel Oftenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters';
DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan
Subject: 268 Rea Street
Attachments: 268 Rea Street - Construction Inspection 4-26-10.doc
Susan,
Please find attached the construction inspection for the above referenced property. The installer did add a cleanout on the
building sewer line in order to get the pipe to the proposed tank location. Looking at the proposed plan there should have
been a cleanout on the plan from the start. All in all the installation looked good.
I am sure they received approval from the Conservation Commission but I was not sure about the exact distance from the
wetland to the SAS. You may want to compare this when the as -built plan is submitted. The original design plan did not
show any wetlands.
Please let me know if you have any questions.
Thank you,
Isaac
Isaac M. Rowe, R.S.
Project Manager
Mill River Consulting
6 Sargent Street
LETTER OF TRANSMITTAL
Bill Dufresne
Merrimack Engineering Services, Inc.
-66 Park Street- - 907 Ocean Blvd.
-Andover, MA 0 18 10 - Hampton, NH 03842
lky/0)4/3-3333 Ext. /-u - Cew ky/is) Duz-ozuo
Fax: (978) 475-1448
Email: brdufresne@comcast.net
(x )PLANS SPECIFICATIONS )COPY OF LETTER
TOWN OF NPRTH 4NPQV�R
I HgA�t'H'JOARTMENT,
DESCRIPTION
TO: Board of Health
DATE: 2-1-fU'-
RE: 268 Rea Street
ITOV'N
WE ARE SENDING YOU: ( )PRINTS
(x )PLANS SPECIFICATIONS )COPY OF LETTER
COPIES DATE NO.
DESCRIPTION
3 Revised
1-28-10
Upgrade Plan of Subsurface Sewage Disposal System
ITOV'N
0 NORTH ANC OVER]
:Ar- I P1 DEPARTMEftT ,
THESE ARE TRANSMITTED as checked below
(x )FOR APPROVAL ) FOR YOUR USE AS REQUESTED
( ) FOR REVIEW AND COMMENT APPROVED AS SUBMITTED RESUBMITTED
REMARKS
Flag 6A has been moved 8ft. upgradient, loam stockpile area added and de -watering detail added to the plan per the Cons. Com
SIGNED: q;
14ORTH
16
0
PUBLIC HEALTH DEPARTMENT
Community Development Division
December 22, 2009
Lisa Malsky
268 Rea Street
North Andover, MA 0 1845
ELLE]COPY
RE: Septic System Design, 268 Rea Street, North Andover, Map 38, Lot 127
Dear Ms. Malsky,
The North Andover Board of Health has completed the review of the septic system design plans,
for the above referenced property, submitted on your behalf by Merrimack Engineering Services,
dated October 22, 2009, last revised December 5, 2009. This plan has been approved. The
approval includes a variance granted by the North Andover Board of Health at a regularly
scheduled meeting held on December 18, 2009;
1) A variance from the North Andover Subsurface Disposal System regulations requiring a
Soil Absorption System to be 100 feet from a wetland, to be reduced to 60 feet.
The design has been approved for use in the construction of an onsite septic system for a 5 -
bedroom house (maximum I I -room). 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 be endorsed by the
installer, designer and the Town of North Andover. In the event an imminent 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 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 Pen -nit is void,
installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Pen -nit.
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
To: 268 Rea Street SAS approval letter 12/22/2009
Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector.
The issuance of a Disposal System Construction Permit shall not construe or imply
compliance with any of the aforementioned requirement.
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,
FILE
Susan Y. Sawyer, REHS/RS
Public Health Director
Encl: list of licensed septic system installers
Cc:
Sawyer, Susan
From:
brdufresne@comcast.net
Sent:
Thursday, December 17, 2009 9:37 AM
To:
DelleChiaie, Pamela
Cc:
Sawyer, Susan
Subject:
Re: 268 Rea Street
Pam & Susan
Thank you for the heads up on that. I did not know about the change in location.
I have a conflict with the meeting tonight and am not sure I can attend. The owner, Lisa Malsky, will
be there.
The current system and sewer pipe are in the rear of the house. Relocation of the system to the front
of the house would be costly and difficult because it would result in crossing the driveway and/or
relocation of the water service and a create an overall greater area of disruption, grading and site
replication.
We revised the design in the rear of the house to maximize the offset from the s.a.s. to the wetland to
be 60 ft. which is greater than the Title 5 requirement of 50 ft. but less than the local requirement of
75 ft., as such, a variance is being requested.
Considering the site conditions, we feel this design is an improvement and represents a degree of
environmental protection inteneded by the code and full enforcement of the local reaulations would be
manifestly unjust.
We appreciate your serious consideration of this matter at the Hearing tonight.
Thank you,
Bill Dufresne
----- Original Message -----
From: "Pamela DelleChiaie" < pd el lech@townofnorth and over. com >
To: brdufresne@comcast.net
Sent: Wednesday, December 16, 2009 3:03:34 PM GMT -05:00 US/Canada Eastern
Subject: RE: 268 Rea Street
Hi Bill,
I just wanted to make sure that you know that our meeting is being held at our office tomorrow night..... 1600
Osgood Street. See you then.
FW W94idd,
P4me& Ve&z&aa
"We can never see the path of our life �f we are too busyfocusing on the pebbles under ourfieet. "--Anonymous
Health Department Assistant
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LETTER OF TRANSMITTAL
Bill Dufresne
Merrimack Engineering Services, Inc.
-66 Park Street 907 Ocean Blvd.
-Andover, MA 0 1810 Hampton, NH 03842
-(978) 475-3555 Ext. 20 Cell: (978) 502-6206
Fax: (978) 475-1448
Email: brdufresne@comcast.net
TO: North Andover
DATE: 12-8-09
Board of Health
RE: 268 Rea Street
DESCRIPTION
3
Revised 12-
5-09
WE ARE SENDING YOU: (x )PRINTS PLANS SPECIFICATIONS )COPY OF LETTER
COPIES
DATE
NO.
DESCRIPTION
3
Revised 12-
5-09
Upgrade Plan of Subsurface Sewage Disposal System
REMARKS
PEC 1 0 2009
-eN
Susan,
&OR 17A, NODOO V4E-,R,,
04� 40'N'
HEALTH DEPARTMENT
The plan requires a variance from your local regulations to allow the s.a.s. to be 60ft, from a wetland where 75ft. is required.
Please consider this request at your next Board of Health meeting.
SIGNED:
Z156(-A71,"(R_t&h0, 67017Z
THESE ARE TRANSMITTED as checked below
x )FOR APPROVAL ) FOR YOUR USE )AS REQUESTED
FOR REVIEW AND COMMENT APPROV
W2AS SUBMITTED
RESUBMITTED
1'%L- 1'V 4_Lj
REMARKS
PEC 1 0 2009
-eN
Susan,
&OR 17A, NODOO V4E-,R,,
04� 40'N'
HEALTH DEPARTMENT
The plan requires a variance from your local regulations to allow the s.a.s. to be 60ft, from a wetland where 75ft. is required.
Please consider this request at your next Board of Health meeting.
SIGNED:
LT
0
coc
4L
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
November 23, 2009
Vladimir Nemchenok
Merrimack Engineering Services
66 Park Street
Andover, MA 0 18 10
Re. 268 Rea Street (Map 38. Lot 127
Dear Mr. Nemchenok:
This letter is an addendum to the review letter sent to you on November 6, 2009. According to the North Andover
Conservation Administrator, there is an outstanding issue not addressed by the designer. As it is still within the 45
days of review I feel it is still appropriate to raise this question. Although the plan notes state that "no wetlands exist
within I 00feet of theproposed system ", a site inspection conducted by the Conservation Administrator on October
8, 2009 determined that there was concern that the neighboring property contained a wetland that could be an issue.
The plan submitted for review shows no indication of the name of the wetlands specialist that determined the
wetland was not a concern. Therefore it is requested;
1. Please confirm that delineation was conducted by a wetlands scientist. If needed;
a. Confirm wetland line by meeting with Jennifer Hughes, Conservation Administrator (978 688-
9530) or
b. Please show the edge of the wetland resource area if found to be different than the proposed plan
(NA 8.02r), with the contact information listed for the person who confirmed its location.
Thank you for your anticipated cooperation. The resubmission is in the process of being reviewed and the results
will be communicated to you as soon as possible. If a wetland line and information is necessary to be added to the
plan, please submit revision to the Health Department for review.
Sincere
ZH�_usan Sawyer, SIRS
Public Health Director
Cc: Jennifer Hughes, Conservation Administrator
Lisa Malsky, homeowner
1600 Osgood Street, North Andover, Massochusetts 01845
Phone 978.688.9540 Fox 918.688.8476 Web www.townofnorthandover.com
Bill Dufresne
Merrimack Engineering Services, Inc.
-66 Park Street
-Andover, MA 0 18 10
-(978) 475-3555 Ext. 20
* 907 Ocean Blvd.
* Hampton, NH 03842
* Cell: (978) 502-6206
Fax: (978) 475-1448
Email: brdufresne@comcast.net
LETTER OF TRANSMITTAL
RECEIVIE-0
NOV j 9 2009
;p5fd/s.
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
TO: Pam
DATE: 11-19-09
North Andover BOH
RE: 268 Rea Street
NO.
DESCRIPTION
3
Revised I I-
17-09
WE ARE SENDING YOU: ( )PRINTS
x) PLANS SPECIFICATIONS )COPY OF LETTER
COPIES
DATE
NO.
DESCRIPTION
3
Revised I I-
17-09
Septic System Upgrade Plan
THESE ARE TRANSMITTED as checked below
(x FOR APPROVAL ) FOR YOUR USE AS REQUESTED
( FOR REVIEW AND COMKd��T APPROVED AS SUBMITTED RESUBMITTED
REMARKS
Plans have been revised to address comments on review letter dated 11 -6-09
SIGNED: 4 �
DelleChlaie, Pamela
From: DelleChiaie, Pamela
Sent: Thursday, November 12, 2009 2:14 PM
To: 'brdufresne@comcast.net'
Subject: FW: Septic - 268 Rea Street - Plan Disapproval
Attachments: SKMBT60009111215030.pdf
Attached is the plan disapproval letter. Please resubmit corrected plan as soon as possible if the homeowner wants to
install for this season. Thank you.
From: noreply@townofnorthandover.com [mailto:noreply@townofnorthandover.com]
Sent: Thursday, November 12, 2009 3:04 PM
To: DelleChiaie, Pamela
Subject: Septic - 268 Rea Street - Plan Disapproval
November 6, 2009
Vladimir Nemchenok
Merrimack Engineering Services
66 Park Street
Andover, MA 0 18 10
Health Department
Re: 268 Rea Street (May 38, Lot 127), North Andover
Dear Mr. Nemchenok:
The proposed wastewater system design plan for the above site dated October 22, 2009 and received on October 27,
2009 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The
specific section in Title 5: 3 10 CMR 15.000, or North Andover regulation that is not met by this design follows each
item.
I . Please indicate that the septic shall be watertight (3 10 CMR 15.22 1 (1)).
2. Buoyancy calculations are not provided for the septic tank, which appears to be below the ESHWT (3 10
CMR 15.221(8)).
3. Please indicate that there shall be a riser above the distribution box to within 6" of finish grade (3 10 CMR
15.221(13)).
4. Please provide the performance curve for the proposed pump (3 10 CMR 15.220(4)(r)).
5. Excavation below the leaching facility must extend 6" into the natural soil (NA 9.02).
6. The plan proposes a Geo -Membrane around the leaching facility to meet the breakout requirements. Please
provide documentation that this Geo -Membrane is equivalent to a 40 mil. HDPE impervious barrier.
Although not an item for disapproval you may want to consider raising the bottom elevation of the proposed barrier
6" above the ESHWT in order to avoid ponding of the groundwater within the area of the leaching facility.
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.
Sincerely,
Susan Y. Sawyer, REHS;:���
Public Health Director
cc: Lisa Malsky
File
1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1
Building 20; Suite 2-36 E -Mail: healthdept@townofnorthandover.com
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSE TS01845
Susan V. Sawyer, REHS, RS
Public Health Director 9 8.688.9540 - Phone
9 .688.8476 - FAX
APPLICATION FOR SOIL
DATE: _k-5; --�49,j
OC� he,
WV
-?-THt,,ND0\/ER
rst`101 I -MEN7
a P PI -R C-- —I'
MAP& PARCEL:
LOCATION OF SOIL TESTS:
OWNER:
Contact In) �-7
APPLICANT:— Contact #:
ADDRESS: 14 -P52 -
ENGINEER: Ho�-KjrWjr- Cal0MVp3ra Contact -t -7 5: -
. Lf,��
CERTIFIED SOEL EVALUATO%-..
Intended Use of Land: Residential Subdivision -iaiR --
CSFngie -TIY—Hom
:;�) Commercial
is This: Repair T esting: Undeveloped Lot Testing:_ Upgrade for Addition:
In the Lake Cochichewick Watershed? Yes
THE FOLLOWING KUST BE INCLUDED WITII THIS FoRm
No V --
f�E—CEIVED
- 9 Z009
Wom
TOWN -JVER
HEALT.rl.LJ'- V15NT
> Proof of land ownership (Tax bill, or letter from owner permitting test) -
> 8-5"x 11 " Plot plan & Location Of Lestin indicate test -s on the Plan)
> Fee of $A25.00 per lot for n e h7lease zift site
ew const"actiOu. 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 upgyrades
GENERAL INFORMATION
> Only Certified Soil Evaluators may perform deep hole inspections.
> Only Mass. Registered Sanitarians and Professional Engineers can design septic plans.
> At least two deep holes and two percolation tests are required for each septic system disposal area.
> Repairs require at least two deep holes and at least one percolation test at the discretion of the BOH
representative.
> Full payment will be required for all additional tests within two weeks of testing.
> 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).
> Within 60 days of testing soil evaluation forms shall be submitted.
Please Do Not Write Below This Line
N.A. Conservation Commission Apjrovall Date."
Signature of Conserpadon A
Date back to Health Depadment (SWP in):
0(
I
(51
129.56 0
AREA=25,214 S.F. (PLAN)
AREA=24,806 S.F. , (CALC)
=0.5695 AC.
12�
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I DECK
1 1/2 STORY
W.F.D.
#268
133. &-37"
REA S-rREET
"I HEREBY CERTIFY To MERRIMACK VALLEY FEDERAL
CREDIT UNION THAT THE DWELLING IS LOCATED ON THE
LOT AS SHOWN AND THAT IT DOES CoNpoRm prITH
THE TOWN OF NORTH AArDOV
ER ZONING U TION
REG LA
REGARDING SETBACKS FROM STREETS & LOT LINES.�
"I FURTHER CERTIFY THAT THIS DWELLING IS NOT
LOCATED IN 7HE FEDERAL FLOOD HAZARD AREA SHOWN
ON FEMA COMM #250098 0006 C
JUNE 2, 19,9
!�1126109
5ilF DA TV
PLOT PLAN
IN
NORTH ANDOVER, MA
DRAWN FOR
USA MALSKY
SCALE: 1"=40' JANUARY 26, 2009
THIS PLAM-mik, �
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BOUNDARY 1) ATION. BOUNDARY IIVFORMATION MERWMACK ENGINEERING SERUM
TAKEN FROM EXISTING RECORDS. 66 PARK STREET
M20679 11ANDOVER, MASSACHUSETTS 01810
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TO: NOR I TH ANDOVER, MASS 19 7e
BOARD OF HEALTH
FROM: DESIGN ENGINEER Re: Soil Absorption Sewage
System Inspection
This is to certify that I have inspected the construction of the said disposal system at
/-,n RE'q 57— North Andover, Mass.
" 17 SITE LOCATION
The grades and construction are as specified in my plans and specifications dated
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