HomeMy WebLinkAboutMiscellaneous - 75 WINDSOR LANE 4/30/2018 (2).-. ( I U,
--41DX4 "
a
_KM 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.
"I HEREBY CERTIFY THE LOCATIONS, ELEVATIONS, TIES, COVER MATERIAL;
EXPOSED COMPONENT COVERS ETC., SHOWN ON THIS AS—BUILT SUBSTANTIALLY
AGREE WITH THE APPROVED PLAN AND HAVE DETERMINED THAT THE BREAK
OUT ELEVATIONS, IF APPLICABLE, HAVE BEEN MET."
APPROVED DESIGNS PLANS.
l/1 �1/GCrQ /li��/�lG�lifollGiC �� 2/ �aAl
SIGNATURE OF DESIGNER DATE
STREET
.al
LANE
AS BtTILT PLAN
OF
SUBSURFACE DISPOSAL SYSTEM
LOCATED IN
NORTH ANDOVER,
AS PREPARED FOR
GREG SMITH
DATE: 11-16-12
SCALE: I"=40'
MASS. /75 WINDSOR LANE
TM: 106D
TL: 67
0 20 40 80
IMERRIMACK ENGINEERING SERVICES
66 PARK STREET
ANDOVER, MASSACHUSETTS 01810
PUBLIC HEALTH DEPARTMENT
Town of North Andover
Community Development Division
CERTIFICATE OF
COMPLIANCE
As of: 11/27/12
This is to certify that the individual subsurface disposal system received a
SATISFACTORY INSPECTION of the:
Complete Repair and Construction of an
On -Site Sewage Disposal System
By: Todd Bateson
At:
75 Windsor Lane Street
Map 106.D Lot 67
North Andover, MA 01845
The Issu ce of this certificate shall not be construed as a guarantee that the system will function satisfactorily.
blic Health Agent
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
f pORTy ,
,SSACMlf+E<
PUBLIC HEALTH DEPARTMENT
Community Development Division
TOWN OF NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System (constructed; ( ) repaired;
By: �0 p b F—A "� n)
(Print Name)
Located at: law� wl?
(Installation Address)
Was installed in conformance with the North Andover Board of Health approved plan, originally dated
RECEIVED
a Nl2
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
17-(P (Z and last revised on 167 —1 !Fp— I Ze , with a design flow of
440 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 310. CMR 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:
P" iw Qury( ►��
v •
And — Print Name
Final Construction Inspection Date: I�
u
And — Print Name
(Signature)
Enginer:I/i�/,V� (Signature)
Engineer Representative (Signature)
a -,Engineer Representative Signature)
Date:����i%
/m1wean,O.
And — Print Name
Date:
kNAVAIII IMIUM
And — Print Name
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com
Blackburn, Lisa
From:
Sawyer, Susan
Sent:
Wednesday, November 28, 2012 3:58 PM
To:
wrdufresne@comcast.net
Cc:
Blackburn, Lisa
Subject:
75 Windsor
Bill,
I received and reviewed the information on 75 Windsor and Noticed there was no clean out on the as built.
I spoke with Todd Bateson and he verified that he did put a clean out, per plan, on the line from the tank to the l x. @
21 feet from the d -box. VV
Can you place that reference on the As -built and send it to us for the file.
Otherwise we are all set to sign off.
Thank you
Susan
Susan Sawyer
Public Health Director
Town of North Andover
1600 Osgood Street
Bldg. 20, Unit 2035
North Andover, MA 01845
Phone 978.688.9540
Fax 978.688.8476
Email mailto:ssawver0townofnorthandover.com
Web www.TownofNorthAndover.com
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: htto://www.sec.state.ma.us/ore/l)reidx.htm.
Please consider the environment before printing this email.
North Andover Health Department
Community Development Division
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: 75 Windsor Lane MAP: 106D LOT: 67
INSTALLER: Bateson Brothers
DESIGNER: Merrimack Engineering Services
PLAN DATE: 9/6/12
BOH APPROVAL DATE ON PLAN: 10/16/12
INSPECTIONS
TANK INSPECTION:
DATE OF BED BOTTOM INSPECTION: 11/13/12
DATE OF FINAL CONSTRUCTION INSPECTION: 11/16/12
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
Comments:
SEPTIC TANK
® Contractor reports any changes to design plan
X Existing septic tank properly abandoned
® Internal plumbing all to one building sewer
® Topography not appreciably altered
® Building sewer in continuous grade, on
compacted firm base
n/a Cleanouts per plan
❑ Bottom of tank hole has 6" stone base
® Weep hole plugged
® 1500 gallon tank has been installed
H-10 loading
® Monolithic tank construction
®
Watertightness of tank has been achieved by
visual testing
® Inlet tee installed, centered under access port
® Outlet tee installed, centered under access port
(effluent filter)
® 24 inch cover to finish grade installed over one
access port
® Neoprene boots around inlet & outlet
Comments: See picture. Tank was put in on the holiday. A picture was sent
DISTRIBUTION -BOX
® Installed on stable stone base
® H-20 D -Box
n/a 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 (General)
X Bottom of SAS excavated down to C soil layer,
as provided on plan
X Size of SAS excavated as per plan
® Title 5 sand installed, if specified on plan
n/a 40 Mil HDPE barrier installed
® Laterals installed and ends connected to
header (and vented if impervious material
above)
® Elevations of laterals and chambers installed as on
approved plan
n/a Retaining wall (boulder / concrete / timber/ block)
❑ Final cover as per plan
Comments: Size 24'4" x 42' 73' from house %" deep into C layer
SOIL ABSORPTION SYSTEM (Gravel -less Chambers)
® Brand and Model of Chamber: Standard Quick
4 Low Profile Infiltrator Chambers
® Number of chambers per row: 8
® Number of rows (trenches): 5
Comments: Total Chambers = 40
FINAL GRADE
X Loamed?
X Seeded?
X Cover per plan?
Comments: Looks great
DOCUMENTS NEEDED
[� Certification of Installation Form submitted
By engineer and signed and dated by
Engineer and installer
X As -Built Plan
T 7
BM = 100.00
HR = 4.17
HI = 104.17
SYSTEM ELEVATIONS
ROD
ELEVATION
AS -BLT INVERT
ELEV
DESIGN INVERT
ELEV
Benchmark
Building Sewer OUT
691
96.91
7.6+/-
97.6+/-
Septic
Se tic Tank IN
720
96.62
96.60
Septic Tank OUT
750
96.32
96.35
Distribution Box IN
832
95.50
95.50
Distribution Box OUT
848
95.34
95.33
Lateral 1 TOP
856
Lateral 1 INVERT
95.26
95.28
Lateral 2 TOP
856
Lateral 2 INVERT
95.26
95.28
Lateral 3 TOP
856
Lateral 3 INVERT
95.26
Lateral 4 TOP
857
95.28
Lateral 4 INVERT
95.25
Lateral 5 TOP
857
Lateral 5 INVERT
95.25
Top of Chamber
95.67
95.67
Bottom of Bed/Chamber
917
95.00
95.00
CRITICAL SETBACK DISTANCES
Mark those distances checked in the field against the design plan and regulatory
setback
1 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 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA
wetland bylaws
Tank
SAS Sewer
®
Property line
10
10 --
®
Cellar wall
10
20 --
®
Inground pool
10
20 --
®
Slab foundation
10
10 --
®
Deck, on footings, etc
5
10 --
®
Waterline
10
10 10'
®
Private drinking well
75
1002 50
®
Irrigation well
75
100
®
Surface Water
25
50
®
Bordering Vegetated Wetland ,
Salt Marsh, Inland / Coastal Banka
75
100
®
Wetlands bordering surface
water supply or trib. (in Watershed)
150
150
®
Trib. to surface water supply
325
325
®
Public well
400
400
®
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
1 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 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA
wetland bylaws
Rp-
x�
105
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Commonwealth of Massachusetts Map -Block -Lot
106.D0067
BOARD OF HEALTH - ------ No
Permit N ------------
North Andover - BHP -2012-0752 - -----------
- - -- ------
P.I. FEE
F.I. $250.00
-----------------------
DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted Todd -Bateson
to (Repair) an Individual Sewage Disposal System.
at No -75-WINDS-OR-LANE
as shown on the application for Disposal Works Construction Permit No. BHP -2012-075 Dated October 26, 2012
-----------------------------------------
Issued On: Oct -26-2012 BOARD OF HEALTH
gORTH
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
res
ILEI
Application for Septic Disposal System Vis_
Construction Permit — TOWN OF TODAY'S DATE
�4ORTH ANDOVER, MA 01845 $ 250.00 Full Rep
$125.00 - ent
Application is hereby made for a permit to:
❑ Construct a new on-site sewage disposal system*
&1epair or replace an existing on-site sewage disposal system*
❑ Repair or replace an existing system component — What?
A. Facility Information
Address or Lot #
City/Town
/vx- 1 R
2.- *TYPE OF SEPTIC SYSTEM*:
❑ Pump ravity (choose one)
***If pump system, attach copy of electrical permit to application***
TOWN OF NORTH ANDOVER
HEALTH DEPARTUPKIr
❑ Conventional System (pipe and stone system)
MI-n-filtrator 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
3.
Name
Address (if different from above)
Cityrrown
Installer Information
I'—
Is Wenrdsaa_
1"1.4- a f rqs
State Zip Code
Telephone Number
Name Name of Compan N ENTERPRISES, INC.
lit Ar, d f lk � . F 11��gRGILLA_ ROAD
Address/qj�810
J
Cityrrown /( State Zip Code
4. Designer Information
Name
Address
City/Town
Telephone Number (Cell Phone # if possible please)
� [•�f �c .tiea44.f L �AIGI tAl�� c�Zl
Name of Company
GCS tAi s
StateZip Code
_
? Y J'17! -
Telephone Number (Best # to Reach)
Application for Disposal System Construction Permit • Page 1 of 2
Anuli
Sei
c Disposal Syst
TOWN -OF
M
TODAYS DATE
$.250.00 -- Full Repair
$725.00.- Component
PAGE 2 OF 2
A, Facility. Information continued....
5. Type -of Building:" esidential Dwelling or ❑Commercial
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 lh operation until a Certificate of Compliance has
been Issue y this Board of Health.
Name Date
cati Approved B (Board of Health Representative)
Date
tion Ma roved r the following reasons:
For Office Use Only:
1 -Fee Attached?: Yes No.
2. ProjectMariaget Obligation Form Attached? Yes No
3.: Pum,Svstern? Ifsot Attach conv ofElectrrcal Permit`..; Yes No
4. Fouadadon As Built.? (new construction -ronly); Yrs No
(Same scale as approvedplan) _
e
5. FloorPlaas? (hew construction only): Yes_ No
Appifcation'far•pjspotal Syste6h Oon*uctioh Permit Page 2 4f 2
SEPT IC SYS'TEM.INSTALI�EI PROJECT MANAGEMENT OBLIGATIONS
As the North Andover'licensed in§taller for the.constmtt:iotl for•'the septic system >for.the property at
jild � 5CJ,0_ / M For plans by
(Address of septic system) (Engineer) —T
Relative to the -application of And dated�—
(in'staller's name) ngina a e .
Dated /,0-5-) X . With revisions dated
o n 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' prior to
pI must have the aotiroved glans and the permit on site when any work is
erforming any:work on a site:
Ecing d ne.
2. As the installer;.I must call for any and all inspectibns: I£ homeownef, contractor, .project manager, or any
company schedules -an inspection and the system is not ready, then
other.person not associated with my
item three- shall. b(Z. applicable.
.` As t6 irJistaller, I ate• required to. have .the necessary work completedptiot:to the applicable inspections as
itidicated below., J. t1tt&tgand that red ies� spe��n without comtiletion'of the items in accordanc+
. .. _ . . _ - _ - . ,.. .. ._A---!-- ern nn•..G...e l_.e,.,.- lo�..e.a nrsnln cl•.m fani �Lli
vTpany:
a, . Botfotn sof Bede -Generally, this is the fist.�1"): im'specttom vnless:there is a retaining wall, which
shoulc •be diti ie first: The nstalla stiwt]f quest die inspecti6o but does not have to be present. .
b. Final .ons' etori.Inspeetiori - Engineer riiust firs: do then~ inspection for elevations; 'ti'es, etc.
As -built of vefbal OK (or e-mail -to: townofnorthandover.com): from the engineer must
be stibtnitted to .the.Board-ofHealth, aftexsvliich:installer.ca3ls for -an inspection time. Installer must
bepresent for this inspection, With a pump system, 4 electrical -work must be ready and- able to
cause p=t p .to a ork grid• alartri .to f nktion. .
C. :Finaf Grade •- installer must 3requestinspection when s1l grading is complete... Installer does not
have to be on=site.
4. As -the installer, I undeisitand that only I;day perform the work* (other than iimple excavation) and I atri required
to complete the -installation of the system identified in the: attached application for. installation: _I further
North Andover siom-ficant fines.,to .all tiersons.ihI1ved'ire also ssible.
5. As the.instilletJ understand that:I xnWt'be.on-size during the.perfcistriance of the following construction,
steps:..
a: Det&mLaadmi that.theproper elevation of the a rrcatration has beer: reached
A Inspeetion ofthe`sand and stone -to be used.
c. Finalinspectioa by Board of ealth staffor consultant.
d. Installation oftanly D Box pipes, stone, vent, pump chamber, retaining walland other
ComDonents.
G.
Undersigned 11ceased Septic -Installer. oda $ Dgte .:
atne: t 4 _Qq'i• 4f F
4 -
sir
North Andover Health Department
(ommunity Development Division
October 16, 2012
Gregory and Nancy Smith
75 Windsor Lane
North Andover, MA 01845
Re: Subsurface Sewage Disposal System Plan for 75 Windsor Lane Map 106D Lot 67
Dear Mr. and Mrs. Smith:
The proposed wastewater system design plan for the above site dated September 6, 2012 and
received on September 25, 2012 has been reviewed and the final revision dated October 15, 2012
has been approved.
The design has been approved for use in the construction of a replacement onsite septic 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 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 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)).
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
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
75, Windsor Lane October 16, 2012
shall not construe and/or imply compliance with any of the aforementioned
requirements.
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.
Sincer ,
Su an Y. Sa , REH
Public Hea Direct
cc: Merrimack Engineering
File
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
TOWN OF NORTH ANDOVER °f "� o• ooh
Office of COMMUNITY DEVELOPMENT AND SERVICES of •' ` • °°�
HEALTH DEPARTMENT ;
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSETTS 01845
978.688.9540 — Phone
Susan Y. Sawyer, RENS/RS 978.688.8476— FAX
Public Health Director E-MAIL: healthdept@townofnorthandover.com
SEPTIC PLAN SUBMITTAL FORM
Date of Submission:
'roWN or
fiEALTIJ
Site Location: S W I Q12S T, L Ars&
Engineer:
New Plans? Yes v--$225/Plan Check # 6;4�4 (includes 1St submission and one re-
review only)
Revised Plans?Yes $75/Plan Check #/
Site Evaluation Forms Included? Yes V No
.Local Upgrade Form Included? 10VA Yes No
Telephone #: ('170)q75'-je55-5 X/-7aFax #: (A2ej `fi7s- lqqle�
E-mail: JA i"(-%
Homeowner
Name: 6
OFFICE USE ONLY
When the submission is complete (including check):
➢ Date stamp plans and letter
➢ Complete and attach Receipt
➢ Copy File; Forward to Consultant
➢ Enter on Log Sheet and Database
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Commonwealth of Massachusetts
City/Town of North Andover
Percolation Test
Form 12
1M
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. 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
the local Board of Health to determine the form they use.
Important: A. Site Information
When filling out
forms on the
computer, use Greg Smith
only the tab key Owner Name
to move your 75 Windsor Lane
use the return Street Address or Lot #
key. North Andover MA 01845
Cityrrown State Zip Code
VQ (978) 979-0927
ok '# Contact Person (if different from Owner) Telephone Number
B. Test Results
Observation Hole #
Depth of Perc
Start Pre -Soak
End Pre -Soak
Time at 12"
Time at 9"
Time at 6"
Time (9"-6")
Rate (Min./Inch)
William Dufresne
Test Performed By:
Isaac Rowe
Witnessed By:
Comments:
Date Time
P-1
51"
9:55
10:10
10:10
10:23
10:45
Test Passed:
Test Failed: ❑
Date Time
Test Passed: ❑
Test Failed: ❑
t5form12.doc• 06/03 Perc Test • Page 1 of 1
TOWN OF NORTH ANDOVER
Of ,r,�ao ,•'�.y
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; BUILDWG 0; SUITE 2-36'
NORTH A R,7VIASSACHUS TTS 01845 cmusEta
Susan Y. Sawyer, RENS, RS 1 78.688.9540 —Phone
Public Health Director ► L 78.688.8476 —FAX
althde townofnorthandover.com
TOVV�� �•'
?'' ?R ww.townofnorthandover.com
HE, I H CEi'<>RTM[ NT
APPLICATION FOR SOIL ESTS
DATE: e - Z --j %-1_ MAP & PARCEL: 106
LOCATION OF SOIL TESTS: to hM _ C2i— 41GL!/L2�
OWNER: Contact #: 6W) f%f — ea 7
APPLICANT: �¢,filii•Pi Contact #:
ADDRESS:
ENGINEER: ce Contact #: _ 51 52 - 355V X zo
CERTIFIED SOIL EVALUATOR: >�� % i/�!'JIf cif/e�
Intended Use of Land: Residential S ivision Single Family Home Commercial
Is This: Repair Testing: Undeveloped Lot Testing Upgradafor Addition:
In the Lake Cochichewick Watershed? Yes No
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
➢ Proof of land ownership (Tax bill, or letter from owner permitting test)
➢ 8.5"x 11 "Plot plan & Location of Testing (please indicate test Pit sites on the Dian
➢ Fee of $425.00 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
➢ 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 Approval
Signature of Conservation Agent.
Date back to Health Department: (stamp in):
x
Grant, Michele
To: plally@millriverconsulting.com
Cc: Sawyer, Susan
Subject: FW: 75 Windsor - Soil test
Attachments: 20120824102021281. pdf
Hi Pam,
Attached please find a copy of the Soils Application for 75 Windsor Road. Please
schedule and let us know when you confirm.
Many Thanks
Michele E. Grant
Public Health Agent
Town of North Andover
1600 Osgood St I Suite 2035
North Andover, MA 01845
Phone 978.688.9540
Fax 978.688.8476
Email mgrant(townofnorthandover.com Web
-----Original Message -----
From: Rillahan, Deb
Sent: Friday, August 24, 2012 10:46 AM
To: Grant, Michele
Subject: FW:
Debra Rillahan R.N.
Public Health Nurse
Town of North Andover
1600 Osgood Street
North Andover, MA 01845
Phone 978.688.9543
Fax 978.688.8476
Email drillahan@townofnorthandover.com Web
www.TownofNorthAndover.com
www.TownofNorthAndover.com
-----Original Message -----
From: noreply(@townofnorthandover.com fmailto:noreply(@townofnorthandover.coml
Sent: Friday, August 24, 2012 10:20 AM
To: Rillahan, Deb
Subject:
This E-mail was sent from "RNPOA428C" (Aficio MP C5000).
Scan Date: 08.24.2012 10:20:21 (-0400)
1