HomeMy WebLinkAboutMiscellaneous - 514 WINTER STREET 4/30/2018 (3)J
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RECEIVED
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AS BUILT PLAN iAJ aET
OF
SUBSURFACE DISPOSAL SYSTEM
LOCATED IN
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AS PREPARED FOR
DATE:
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MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS
66 PARK STREET • ANDOVER. MASSACHUSETTS 01810 O TEL (417) 475-3553. 37}5721
NORTh
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PUBLIC HEALTH DEPARTMENT
Lommunity Development Division
C'E12�1'IFICA�IE OF' C0_11PLT�4YCE
As of:
Yovemder 8, 2006
This is to cert that the individuafsu6surface dtsposa(system received a
SAg7S(FACT0RT1YSPECg70Yof the:
Complete Septic System Replacement
By.
ToddBateson
At:
514 Winter Street
North Andover, w q 01845
rhe Issuance of this certificate shalt not 6e construed as a guarantee that the system wiff
function satisfactorify.
Susg� 7 Sawyer, R S,
Mik' IfeaCth Inspector
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com
4 Nor�rry
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ysSRCHUSER
PUBLIC HEALTH DEPARTMENT
Community Development Division
RECEIVED
NOV - 8 2006
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
TOWN OF NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System ( ) constructed; ( epaired;
By: --T 1'V 7 Pl':-r W- )
Name)
Located at. `7 ( Lt 1 A )I -e I?/ 411L�I �
(Installation Address)
Was installed in conformance with the North Andover Board of Health approved plan, originally dated
�l 10- and last revised on �'j -' ?�Z �t , 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: 6' zo -0("'
?21L -L- RL r S nl e
And - Print Name
Final Construction Inspection Date: 9`"11019-&;4
Engineer Representative (Signature)
V
Engineer Representative (Signature)
LLQ 1/6
And - Print Name
Installer: �? f� (Signature)
Date:
H OF
VI.ADIMIR L. And - Print Name
! S E � N r'
Enginer: U� (Signature) Date: /% - 06 - O(
v No.3984Q
A�o� 9FG1ST���
VSs/ONAL
And - Print Name
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com
,4 t
TOWN OF NORTH ANDOVER Ot NORTM 7
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT p
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 w ��IP
NORTH ANDOVER, MASSACHUSETTS 01845 3958 CH Std
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: -
INSTALLER:
DESIGNER:
PLAN DATE: / z P -
BOH APPROVAL DATE ON PLAN:
MAP: %O 1! 14 LOT: %,T
-7/3IZ4.
INSPECTIONS /
TANK INSPECTION: Y12- y /CV=-
DATE OF BED BOTTOM INSPECTION: y 1 lr Z-
DATE OF FINAL CONSTRUCTION INSPECTION:
DATE OF FINAL GRADE INSPECTION: fi I aal 0j„
SITE CONDITIONS
xisting septic tank properly abandoned
[]internal plumbing all to one building sewer
❑Topography not appreciably altered
Comments:
SEPTIC TANK
Bottom of tank hole has 6" stone base
❑
Weep hole plugged -
❑
1500 gallon tank has been installed
H-10 loading Monolithic construction
❑
Water tightness of tank has been achieved
(Visual or Vacuum Test or Water held for 24hrs)
❑
Inlet tee installed, centered under access port
❑
Outlet tee (gas baffle or effluent filter) installed,
centered under access port
❑
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
Wastewater System Documentation — Feb 2006
Page 1 of 6
TOWN OF NORTH ANDOVER a N°RTN
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT4.
p
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSETTS 01845 "ss„CH sty
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
Comments:
PUMP CHAMBER
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
❑ Combo Tank installed. Size:
❑ 1000 gallon Pump Chamber installed
H-10 loading
Monolithic construction)
❑ Inlet tee installed, centered under access port
❑ Pump(s) installed on stable base
❑ Alarm float working
❑ Pump On/Off floats working
❑ Separate on/off floats
❑ Drain hole in pressure line
❑ 24" inch cover to within 6" of final grade installed over
pump access port
❑ Water tightness of tank has been achieved
Visual testing
❑ Hydraulic cement around inlet & outlet
Comments:
ADVANCED TREATMENT TECHNOLOGY
❑ Type of treatment device:
Comments:
❑ Installed per manufacturers requirements
❑ All components working in accordance with
manufacturer's requirements
Wastewater System Documentation — Feb 2006
Page 2 of 6
4
TOWN OF NORTH ANDOVER °E NORTH 7
Office of COMMUNITY DEVELOPMENT AND SERVICES
°
HEALTH DEPARTMENT ~ 00 0-
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSETTS 01845 s";CH„g
Susan Y. Sawyer, RENS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
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 oil layer, as
�/� rovided on plan
f Size of SAS excavated as per plan
[LL
itle 5 sand installed, if specified on plan
❑
3/4-1 Y2" double washed stone installed
❑
1/8-1/2" (peastone) double washed stone installed
❑
Laterals installed and ends connected to header
❑
Laterals vented if impervious material above
❑
Orifices @ 5 & 7 o'clock positions
❑
Gravel -less disposal systems: type, number and
Comments:
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
Wastewater System Documentation — Feb 2006
Page 3 of 6
i
TOWN OF NORTH ANDOVER t HORTN 7
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT 14 00, 0 p
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSETTS 01845 �9SS^CNUg�''
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
PRESSURE DISTRIBUTION
-- inch manifold
laterals installed with end sweeps
size:
material:
Squirt test ft in height
Equal distribution to all laterals
orifice size inch as per plan
Comments:
CONTROL PANEL
❑ Alarm & Pump are on separate circuits
❑ Alarm sounds when float is tripped
❑ Location of control panel:
❑ Rated for exterior if placed outside
Comments:
Wastewater System Documentation — Feb 2006
Page 4 of 6
TOWN OF NORTH ANDOVER Ot NORTFI
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT p
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36o
►
NORTH ANDOVER, MASSACHUSETTS 01845 �4SSUSS`g
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
CRITICAL SETBACK DISTANCES
Mark those distances checked in the field against the design plan and regulatory
setback
Suction line 222(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
Wastewater System Documentation — Feb 2006
Page 5 of 6
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
Suction line 222(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
Wastewater System Documentation — Feb 2006
Page 5 of 6
TOWN OF NORTH ANDOVER cf NORTH 1
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSETTS 01845 ��SS,,,SEt�
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
SYSTEM ELEVATIONS
Building Sewer OUT
Septic Tank IN
Septic Tank OUT
Pump Chamber IN
Pump Chamber OUT
Distribution Box IN
Distribution Box OUT
Lateral 1 HIGH
Lateral 1 LOW
Lateral 2 HIGH
Lateral 2 LOW
Lateral 3 HIGH
Lateral 3 LOW
Lateral 4 HIGH
Lateral 4 LOW
Lateral 5 HIGH
Lateral 5 LOW
INVERT ON DESIGN PLAN FIELD INVERT ELEV.
Wastewater System Documentation — Feb 2006
Page 6 of 6
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514 Winter Street - Final Construction Inspection Page 1 of 1
DelleChiaie, Pamela
From: Marianne Peters[mpeters@millriverconsulting.com]
Sent: Wednesday, August 30, 2006 1:50 PM
To: DelleChiaie, Pamela; 'Daniel Ottenheimer (E-mail)'; 'Lisa LeVasseur (E-mail)'; 'McBrearty Andrew
(E-mail)'
Subject: RE: 514 Winter Street - Final Construction Inspection
THIS HAS BEEN SCHEDULED FOR TOMORROW A.M. AT 8:00 A.M.
From: DelleChiaie, Pamela[mailto:pdellechiaie@townofnorthandover.com]
Sent: Wednesday, August 30, 2006 11:43 AM
To: Daniel Ottenheimer (E-mail); Lisa LeVasseur (E-mail); Marianne Peters (E-mail); McBrearty Andrew (E-mail)
Subject: 514 Winter Street - Final Construction Inspection
Importance: High
Hello,
Bill Dufresne and Todd Bateson called re: this site. It is ready for a Final Construction Inspection. Please call
Todd at: 978.886.8698. He will be at the site all day. Thank you.
8¢81 Raga, -,ds,
pq#1004 nee01011O ajB
Health Department Assistant
Town of North Andover
1600 Osgood Street
Building 20, Suite 2-36
North Andover, MA o1845
978.688.9540 - Phone
978.688.8476 - Fax
httpwww. toymofhorthandover.com
healthdept@townofnorthandover.com
8/30/2006
i
V4ORN Commonwealth of Massachusetts Map -Block -Lot
of,,.+o s.+4C 104A- -79
4.
Board of Health Permit No
North Andover_BHP-2006-0245-___
__-_-______ --
P.I. FEE
SSACWUsEt F.I. $250.00
--------------------
Disposal Works Construction Permit
Permission is hereby granted Todd Bateson
to (Repair) an Individual Sewage Disposal System.
at No 514 WINTER STREET
as shown on the application for Disposal Works Construction Permit No. BHP -2006-024 Dated Au -gust -14,-2-006
-----
I - ssued On: Aug -14-2006
----------------------------------------------
Board of Health
...............................................................................................................................................................................
f ._
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Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
rab
rewn
M
Application is hereby made for a permit to:
❑ Construct a new on-site sewage disposal system*
"epair or replace an existing on-site sewage disposal system*
❑ Repair or replace an existing system component
A. Facility Information
Address or Lot #
-. �/// /D�---
TODAY'S DATE
0 —Full Re
$125.00 - Component
RECEIVEM
IS et 4 01 ITOWN OF NORTH ANDOVER
Citylfown �- — HEALTH DEPARTMENT
2.- *T)WE OF SEPTIC SYSTEM*:
N-fu_mp ❑Gravity (choose one)
***If pump system, attach copy of electrical permit to application***
❑C ventional 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 l
Info`rmation/
(,%e /,j ,j S U .0- 4 r. -e. t- 4 -
Name
Address (if different from above
City/Town
State Zip Code
-
Telephone Number
3. Installer Information
_ e -5a v r Lace, _ �Q T�2 Se �✓ _
Name Name of Company
Address '
City/Town t State Zip Code
Telephone Number (Cell Phone # if possible please)
a. Desianer Information
r�l✓.C.Q07:
Name Name of Company
Address
City/Town State Zip Code
Telephone Number (Best # to Reach)
Application for Disposal System Construction Permit - Page 1 of 2
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,
INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction of the septic system for the
�r--1 �� V/c't Jt r 5 ° relative to the application
property at
-------� �(,- 4 for plans by � 1FA0 and
Of T" �4� dated
dated, %'a (` with revisions dated
I understand the following obligations for management of this project:
}. As the installer I am obligated to obtain all ptthe Board
ro ed plans Health
and the permitno prior
to performing any work on a site. Imust
have app
when any work is being done.r, contractor, project
2. As the installer I must call for any and all
i hpmct ompan sochedulesean inspection and the
manger, or any other person not associatedY
system is not ready then item three shall be applicable.
3. As the installer I am required to have the necessary r tiieted ng an ri ior to an on,ppwithout
cable
inspections as indicated below. I understand that requesting
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. or
ir
b) Final inspection – Enginer neeremust be submifirst itttedeto tBoard ttof Health, after on for nwhich installers allstfor
verbal OK from enggir
inspection time. Installer must be present for this inspection. With pump system all electrics
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 n of the I may sy0st midentified in the attached application for
rm the work (other than simple xcavation)
required to complete the installationin
installation. I further understand that �f by others unlto icensed
stall septic systems
North Andover can constitute reasons n of thesystem, and/or revocationor
suspension of my license to operate in the Town of North Andover; significant fines to all
persons involved are also possible.
I must be on site during the performance of the following
5. As the Installer I understand that
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.
Undersigne ee`jnsed Septic Installer
Date:—l�—o
isposal Works Construction Permit #
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Date.& e 1.6 .. A;rp .....
TOWN OF NORTH ANDOVER
PERMIT FOR WIRING
This certifies that... /:-7 ....
has permission to perform A L-A ... . .............
wiring in the building of .491 .........................................
...... Cnaer�i�oe .......... ................. . North Andover, Mass.
Fee.<,'...0 ...... Lic. No.JJV3.1�7 ............................... 1z .................
ELECTRICAL INSPECTOR
Check # 1-16(e.
6875
Qnly -
�. ..N Officiel:
Permit No.
?.TE xriF.�� � 7X�SS�G>�71S877s
V#*w.e e 4 i> s.00 Occupancy & Fee checked
BOARD OF FIRE;PREVENTION REGULATIONS.527 CMR 12:00
APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK
All work to be performed in accordance with the Massachusetts Electrical Code 527 CMR 1200
(Please Print in ink or type all information)
Town of North Andover
The undersigned applies for a permit to perform the electrical work described below.
Location (Street &
Owner o
•C'T!".>3
Date -
To the Inspector of Wires:
Date . �. f.;... .
.....
TOWN OF NORTH ANDOVER
PERMIT FOR WIRING
This certifies that
4
has permission to perform
4.... .,. /�} 4
.......v��............. ...............................
wiring in t/h�e building of . .l. j, c
.......... ,'....U..i'%
.............. . North Andover, Mass.
Fee..S�C...... Lic. No.
.573 �":..........................
ELECriucAL ItvspicroR
eck # —�
Appropriate Bax)
Ally Authorization No.
Undgmd ❑ No. of Meters
Undgmd ❑ No. of Meters
INSURANCE COVERAGE. Pursuant to the requiremenets of Massachusetts General Laws
I have a current Liability Insurance Policy includi ompleted Operations Coverage or its substantial equival t NO =
h ubmitt valid proof of same to the NO = 0 you have checked YES please indicate the by checking the appropriate box
CS,URAN';
— OND = OTHER = (Please Specify) (� Ddte)
ated Value of Electrical Workj 16
ZZ 00
Work to Start r Z 1 Inspection Date Resquested Rough Final
Signed undert a Pe alta�j of perjury:
FIRM NAME ci_( vd w S UC. NO.
__ -- _ % LIC. NO.�
Tel No. —�
Address Z.00 - �, r Alt Tel. No. 9 7 X 6 1-2 X'7 L
OWNER'S INSURANCE WAIV( R: I am aware that the ses does not haye.the Insurance coverage or its substantial equivalent as required by Massachusetts
General Laws. And that my ¢ignature on this permit application waives this requirement. Owner Agent (Please Check one)
Telephone No. PERMITTEE ;
(Signature of Owner or Agent)
Total
No. of Transformers KVA
Generators KVA
No. of Emergency Lighting
Battery Units
FIRE ALARMS No. of Zone
No. of Detection and
Initiating Devices
No. of Sounding Devices
No.1 of Self Contained
Detection/Sounding Devices
❑ Municipal ❑ Other
Local Connection
Low voltage
Wiring
INSURANCE COVERAGE. Pursuant to the requiremenets of Massachusetts General Laws
I have a current Liability Insurance Policy includi ompleted Operations Coverage or its substantial equival t NO =
h ubmitt valid proof of same to the NO = 0 you have checked YES please indicate the by checking the appropriate box
CS,URAN';
— OND = OTHER = (Please Specify) (� Ddte)
ated Value of Electrical Workj 16
ZZ 00
Work to Start r Z 1 Inspection Date Resquested Rough Final
Signed undert a Pe alta�j of perjury:
FIRM NAME ci_( vd w S UC. NO.
__ -- _ % LIC. NO.�
Tel No. —�
Address Z.00 - �, r Alt Tel. No. 9 7 X 6 1-2 X'7 L
OWNER'S INSURANCE WAIV( R: I am aware that the ses does not haye.the Insurance coverage or its substantial equivalent as required by Massachusetts
General Laws. And that my ¢ignature on this permit application waives this requirement. Owner Agent (Please Check one)
Telephone No. PERMITTEE ;
(Signature of Owner or Agent)
PUBLIC HEALTH DEPARTMENT
fommunitq Deveiopmeot Division
July 3, 2006, 2006
Nicholas Guerrera
514 Winter Street
North Andover, MA 01845
RE: Septic System Design, 514 Winter Street, North Andover, Map 104A, Lot 79
Dear homeowner,
The North Andover Board of Health has completed the review of the septic system design plan for the above
referenced property, submitted on your behalf by Merrimack Engineering Services, last revision dated May 22,
2006, and received May 31, 2006.
The Board of Health approved a variance to N. Andover's regulations and a local upgrade as listed on the proposed
plan on June 22, 2006. With these variances and approval, the 4 -bedroom (9 -room maximum) design has been
approved for a replacement onsite septic system. This approval is valid for two years from the date of the approval
in accordance with current local regulations and 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.
Local upgrade approval
Distance from SAS to wetland from 50 ft to 40 ft
Local BOH variance approvals
Distance from SAS to wetland from 100 ft to 40 ft
Distance from septic tank and pump tank to wetland from 7511 to 31 ft, 27ft respectively
It is also noted by a board member that the pump specified is too large for the application. It was recommended that
a'/ hp be utilized. Please have installer verify that this pump is appropriate prior to installation by checking with the
engineer if a change is necessary.
This approval is subject to the following conditions:
The attached DEP Form 9b must be .submitted 'by the homeowner to the appropriate Regional Office of the
Department of Environmental Protection, as described. MassDEP NERO, 205B Lowell Street, Wilmington, MA
01887
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.
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 or imply
compliance with any of the aforementioned requirement
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 fax 978.688.8476 Web www.townofnorthandover.com
I I
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health
Department may be reached at 978-688-9W with any questions you may have.
Since ,
usan Y. Sawyer, REHS/RS
Public Health Director
Encl: list of licensed septic system installers
Cc: Merrimack Engineering Services
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688:9540 fax 978.688.8476 Web www.towoolnorthandover.com
W
Commonwealth of Massachusetts
City/Town of
Local upgrade Approval
x
Form 913
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key
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. The system owner shall provide a copy of the Local Upgrade Approval to the
appropriate Regional Office of the Department of Environmental Protection, 'Bureau of Resource
Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before
commencement of construction.
A. Facility Information
1. Facility Name and Address
Nicholas Guerrera
Name
514 Winter Street
Street Address
North Andover _
Cityrrown
2. Owner Name and Address (if different from above):
Name
Cityrrown
Zip Code
3. Type of Facility (check all that apply):
X Residential [] Institutional
4. Design flow .per 310 CilllR 15.203:
5. System Designer:
66 Park Street
MA 01845
State Zip Code
Street Address
State
Telephone Number
❑ Commercial ❑ School
440
gpd
Anthony Donato X PE ❑ RS
Name
North Andover MA
Address Cityrrown
B. Approval
1. Local Upgrade Approval is granted for:
State, ZIP
X Reduction in setback(s) — specify:
Reduction in setback. distance between SAS and wetland from 50 feet to 40 feet
El Reduction in SAS area of up to 25%:
514 Minter Street 9b 7.3.06.doc • rev. 5/02
SAS size, sq. ft. % reduction
Local Upgrade Approval* Page 1 of 1
..
Commonwealth of Massachusetts
City/1-own of
Local Upgrade Approval
Form 9B
B. Approval (continued)
0 Reduction in separation between the SAS and high groundwater:
Separation reduction
Percolation rate
Depth to groundwater
El Relocation of water supply well (explain):
ft.
min./inch
ft.
List local variances granted not requiring DEP approval per 310 CMR 15.412(4):
,Local bylaw variance to allow reduction in offset distance between the leach bed and wetlands from
100 feet to 40 feet
Distance from septic tank and pump tank to wetland from 75ft to 31 ft, 27ft respectively
List variances granted requiring DEP approval:
Susan Sawyer
Approving Authority
Public Health Director A O ober 25, 2004
Print or Type Name and Title Signpure Date
514 Winter Street 9b 7.3.06.doc - rev. 5/02 Local 'Upgrade Approval* Page 2 of 2
MERRIMACK ENGINEERING SERVICES, INC.
PROFESSIONAL ENGINEERS LAND SURVEYORS PLANNERS
66 PARK STREET • ANDOVER, MA 01810 • (978)475-3555,373-5721 • FAX (978) 475-1448 • E-MAILinfo@merrimackengineering.com
May 24, 2006
Ms. Susan Sawyer
Director of Public Health
1600 Osgood Street
Building 20, Suite 3-64
North Andover, MA 01845
Re: 514 Winter Street
Dear Ms. Sawyer:
MAY 3 1 Zqf
TQWN OF P
HF.AI,TH
We are in receipt of your review letter dated 4-17-06 regarding the above referenced
proj ect.
The plans have been revised to address your comments. Also submitted is an attachment
addressing pump curves and buoyancy calculations as insufficient space exists on the
plan. Also enclosed is a revised copy of the L.U.A. Form.
With regard to the wetland issue, Epsilon Associates, Inc. performed the delineation and
involved the conservation agent so as to have agreement on the delineation.
Requiring a conservation filing for the sole purpose of the delineation would be an
unreasonable requirement of the homeowner in a process which is already financially
overwhelming, especially when a subsequent filing with the Conservation Commission is
necessary.
We hope we have adequately addressed your comments and respectfully request the plan
be approved as re -submitted.
Very truly yours,
MERRIMACK ENGINEERING SERVICES
William Dufresne
Project Manager
tl
i
01'eq-c,
(4 e F Ie TAO1G) BOUYAwNCY f r ) B DUYANCY CA C'S
VOL OF W . TE Q)$ ACED VOL. OF WATER QwF CED
SWI x I0, J LZ
G x `S' DP a A C.F. 5,1- Wi x &.n LG .x ;DIR .7r C.F
X HT. } I R � '1$ ER WE1GFfT OF m s f ��/j P1 1 E0
i �• C.F. x 62.4 LBS / C.F. a �� LBS ; l C.F. x 62.4 LBS / I.F. a &-�Z= LBS
WGT. OF115�aO GAL TANK - LBS I WGT. OF GAL TANK - 6760 7 LBS
{
WGT. OF SOIL GPM WGT, OF SOI VER OAR TANK
LG x WI x >'? DP Lli-2 C.F. LG x WI x %X DP - �C.F
C.F. x 110 LE / C.F. '5026 LBS C.F. x 110 LBS / C.F. _ �� `2 LBS
MIAL NI, F K AND WL
10914 + LBS
THEREFORE - TANK WILL NOT FLOAT
PWMA;V CURIE L9 50 (k-zHr-',)
1� RP
a
0 6
4
2
u
U.S. Gallons Per Minute
U 2.1 4.2 6.3 8.4
Liters Per Second.'
TOTAL WGT, OF IM ANS SM
LBs
THEREFORE - TANK WILL NOT FLOAT
U
Commonwealth of Massachusetts
Citylfown of
_ a Form 9A - Application for Local Upgrade Approval
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.
Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming
septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR
5.404(1), is not feasible.
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
310 CMR 15.403(4) requires the system owner to provide a copy of the local upgrade approval to the
appropriate Regional Office of the Department of Environmental Protection, Bureau of Resource
Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before
commencement of construction.
System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full
compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410
through 15.417.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of
a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved
capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000.
A. Facility Information
1. Facility Name and Address:
c E kv
Name
514 w I
Street Address
1.Jow r it A w c7oy i2,
City/Town State Zip Code
2. Owner Name and Address (if different from above):
Name e-
City/Town
Zip Code
3. Type of Facility (check all that apply):
Street Address
State
(wo"1 &? - 'T0r��
Telephone umber
residential ❑ Institutional ❑ Commercial ❑ School
4. Describe Facility:
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) Conventional
Septic -Form 9A -Local Upgrade Applicationl - rev. 5/02
❑ Other (describe below):
Application for Local Upgrade Approval, Page 1 of 1
commonwealth of Massachusetts
City/Town of
Form 9A - Application for Local
a . pp Upgrade Approval
' M
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.
A. Facility Information (continued)
6. Type of soil absorption system .(trenches, chambers, leach field, pits, etc):
,rI EL.o
7. Design Flow per 310 CMR 15.203:
Design flow of existing system:
Design flow of proposed upgraded system
Design flow of facility:
B. Proposed Upgrade of System
1. Proposed upgrade is (check one):
gpd
O
gpd
gpd
�/oluntary ❑ Required by order, letter, etc. (attach copy)
❑ Required following inspection pursuant to 310 CMR 15.301:
2. Describe the proposed upgrade to the system:
A �ZTA 141!�-
3. Local Upgrade Approval is requested for (check all that apply):
[Reduction in setback(s) — describe reductions:
❑ Reduction in SAS area of up to 25%:
SAS size, sq. ft.
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction
Percolation rate
Depth to groundwater
Septic -Form 9A -Local Upgrade Applicationl • rev. 5/02
ft.
min./inch
ft.
date of inspection
% reduction
Application for Local Upgrade Approval* Page 2 of 2
Commonwealth of Massachusetts
City/Town of
a
o
Form 9A — Application for Local Upgrade Approval
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.
B. Proposed Upgrade of System (continued).
❑ Relocation of water supply well (explain):
❑ Other requirements of 310 CMR 15.000 that cannot be met — describe and specify sections of the
Code:
If the proposed upgrade involves a reduction in the required separation between the bottom of the soil
absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the
high groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1). The soil evaluator must be a member
or agent of the local approving authority.
High groundwater evaluation determined by:
Evaluator's Name (type or print) Signature Date of evaluation
C. Explanation
Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be
completed)
1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible:
L I y !rc o 1-7, r /� /_`iL�� � Prn F-5 e
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible:
Septic -Form 9A -Local Upgrade Applicationl • rev. 5/02 Application for Local Upgrade Approval- Page 3 of 3
Commonwealth of Massachusetts
City/Town of
M o Form 9A — Application for Local Upgrade Approval
' M
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.
C. Explanation (continued)
3. A shared system is not feasible: A/4.
4. Connection to a public sewer is not feasible:
5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the
appropriate boxes):
❑ Application for Disposal System Construction Permit
Complete plans and specifications
[/Site evaluation forms
❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines.
Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2).
❑ Other (List):
D. Certification
"I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my
knowledge. and belief, are true, accurate, and complete. I am aware that there may be significant
consequences for submitting false information, including, but not limited to, penalties or fine and/or
imprisonment for deliberate violations."
X J/R
Facility Owner's Signature
Print Name
Date
ice- VW 6 Nk_ VkK i N ,40 � j
Name of Preparer f Date
.arm- 6L AJ J22
Preparer's address City/Town
tn�W�a 1g2Pj-
State/ZIP Code Telephone
Septic -Form 9A -Local Upgrade Applicationl • rev. 5/02 Application for Local Upgrade Approval* Page 4 of 4
TOWN OF NORTH ANDOVER NORTH
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET `► ^, _ ,"
NORTH ANDOVER MASSACHUSETTS 01845
S{CYltt`+
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
April 17, 2006
Anthony Donato, P.E.
Merrimack Engineering Services
66 Park Street
Andover, MA 01810
Re: Subsurface Sewage Disposal Plan for 514 Winter Street, Map 104A, Lot 79
Dear Mr. Donato:
The proposed wastewater system design plan for the above site dated March 10, 2006 and received on March 20,
2006 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 North Andover regulation that is not met by this design follows each
item.
1. The septic tank and pump chambers are both in the groundwater. Please provide buoyancy calculations for
each tank.
2. Volume calculations including flow back were not included in the calculations. Please note that the Health
Department requests that this be done on all systems. As this run would be a negligible result it is not
requested for this site, however in an effort of consistency please include flow back in all calculations.
3. Please provide pump performance curves in order to verify the calculated flow against the head.
4. It is noted that the North Andover Conservation Commission has not approved the wetland boundary depicted
on the plan as the Commission has not reviewed this plan to date. If this wetland line is changed by the
Commission a plan must be submitted to this office with the changes. In addition, it would be best to submit
verification of the wetland line prior to the Board of Health meeting so that the members may be sure they are
voting on an accurate variance.
5. Please clarify or correct the Application for Local Upgrade Approval which was submitted. Part B of the
Application requests information about relocating a water supply well and you provided information in this
section, though the design plan does not indicate a water supply well is present for this dwelling. It is assumed
that there is no on site water well and this request should be under "other" as it relates to a town water supply,
on the line below, rather than well.
Additionally, you might wish to consider the following in your revised plan:
• Using an effluent filter in the primary (septic) tank
• Adding a note to the Notes section regarding the required relocation of the waterline
Please submit the written request to be on the next available Board of Health meeting agenda for the purpose of the
variances found listed on the plan. The May meeting will be held on May 25, 2006.
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/RS
Public Health Director
cc: Owner
File
TOWN OF NORTH ANDOVER „oRth
_O��twao •t4y
Office of COMMUNITY .DEVELOPMENT AND SERVICES M: -` f ° `• °D
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawyer, RENS/RS
Public Health Director
SEPTIC PLAN SUBMITTAL FORM
Date of Submission: 40—
078.688.9540 — Phone
078.688.8476— FAX
E-MAIL: healthdeptr).townofilorthandover.com
WEBS.IT'E: http://www.town.ofnorthandover.coni
Site Location: c5 [ 1,4 1 Kff�Eie 4�►2g- q-1—
Engineer: F-tC j2. M �.(.,e 64C_
RECEIVED
MAR 2 0 2006
TOHEALTH DEPARTMENT N OF NORTH ER
New Plans? Yes t/ $225/Plan Check # 1(L 1_(includes I" submission and one re-
review only)
Revised Plans?Yes $75/Plan Check #
Site Evaluation Forms Included? Yes --"' No
Local Upgrade Form Included? Yes ✓ No
Telephone '4_7 6- 35- 5'S Fax #: &zb) +T5, 144&
E-mail: k cl&"o Ce A0 L". e'o"
Homeowner
Name: �j Lt C 0-A
OFFICE USE ONLY
When the submiss' n is complete (including check):
➢ 7/ Date stamp plans and letter
➢ y/ Complete and attach Receipt
➢ 1/jam' Copy File; Forward to Consultant
➢ ✓ Enter on Log Sheet and Database
d
XLoc
ation:
:IJ i -Z:
7
on-
ners
Name:Lap/Parcel: QLA Address:
InstnIjat
Tel ve Newmsq__. Repair
Wetlands k�LZone l]=—Sall Symbol (Soil ftme.L�
g.n C3.k
Deep Observation Hole Logs
Elevation Depth son Soil U---WMAM
MM OU TeVure Soil Color Son Mottling. 1,16 Gravel, Stones•etc�.
,
--- sun
A (Ir
g
Eg
1P-7-59, A
Performed BI-. V) �Th 9 -
A Witnessed Br
V- 717—
W -A4, -V
trot/ -4 ILAa,
M
r.T.�6�OK
7
H*tl u P
125
L4,
jr
ILt
9L Wgwba the
Date:,.
'Percolation Tests
ObserradomHole#
Depth of Pert
Start Pre4ail-
Time at 124
Tune at 91,
AL
_2-J(_(4
Time at 6W_ -
Time (9 "- 6'7 ,
-Rate AMnflnrh --.
..d. 'el. ,
Performed BI-. V) �Th 9 -
A Witnessed Br
Commonwealth of Massachusetts
City/Town of
Form 9A - Application for Local Upgrade Approval
,M
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.
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
rad
Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming
septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR
5.404(1), is not feasible.
310 CMR 15.403(4) requires the system owner to provide a copy of the local upgrade approval to the
appropriate Regional Office of the Department of Environmental Protection, Bureau of Resource
Protection, Title 5 Permitting Program, upon issuance by the local approving authority and before
commencement of construction.
System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full
compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410
through 15.417.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of
a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved
capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000.
A. Facility Information
1. Facility Name and Address:
Name
5144 tj l UT" " y-rr2c
Street Address
KJO "-r"� A Nr7oVOir,
City/Town State Zip Code
2. Owner Name and Address (if different from above):
e e.
Nam
City/Town
Zip Code
3. Type of Facility (check all that apply):
Street Address
State
072'21
Telephone umber
residential ❑ Institutional ❑ Commercial ❑ School
Describe Facility:
+ 0W r2W ESIr.16
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) [Conventional
❑ Other (describe below):
Septic -Form 9A -Local Upgrade Applicationl • rev. 5/02 Application for Local Upgrade Approval, Page 1 of 1
Commonwealth of Massachusetts
City/Town of
Form 9A -Application for Local Upgrade Approval
' M
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.
A. Facility Information (continued)
6. Type of soil absorption system .(trenches, chambers, leach field, pits, etc):
7. Design Flow per 310 CMR 15.203:
Design flow of existing system:
Design flow of proposed upgraded system
Design flow of facility:
B. Proposed Upgrade of System
1. Proposed upgrade is (check one):
--L b.�K jV (rte ,jai
gpd
O
gpd
gpd
Q/oluntary ❑ Required by order, letter, etc. (attach copy)
❑ Required following inspection pursuant to 310 CMR 15.301:
2. Describe the proposed upgrade to the system:
date of inspection
3. Local Upgrade Approval is requested for (check all that apply):
Reduction in setback(s) — describe reductions:
4'AS 4Z5 go'
❑ Reduction in SAS area of up to 25%:
SAS size, sq. ft.
❑ Reduction in separation between the SAS and high groundwater:
Separation reduction
Percolation rate
Depth to groundwater
ft.
min./inch
ft.
% reduction
Septic -Form 9A -Local Upgrade Applicationl • rev. 5/02 Application for Local Upgrade Approval, Page 2 of 2
Commonwealth of Massachusetts
City/Town of
Form 9A - Application for Local Upgrade Approval
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.
B. Proposed Upgrade of System (continued)
Vr Relocation of water supply well (explain):
TP. ha� %pz, A-. min. or
Eo frog �aL s,ns
❑ Other requirements of 310 CMR 15.000 that cannot be met — describe and specify sections of the
Code:
If the proposed upgrade involves a reduction in the required separation between the bottom of the soil
absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the
high groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1). The soil evaluator must be a member
or agent of the local approving authority.
High groundwater evaluation determined by:
Evaluator's Name (type or print) Signature
C. Explanation
- Date of evaluation
Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be
completed)
1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible:
LI M mH 50a e/ tA)41 a nd 5 fl re_�P,n i n >i m u Ck W 16t
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: W
Septic -Form 9A -Local Upgrade Application1 • rev. 5/02 Application for Local Upgrade Approval* Page 3 of 3
Commonwealth of Massachusetts
agam City/Town of
Form 9A - Application for Local Upgrade Approval
M
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.
C. Explanation (continued)
3. A shared system is not feasible: A44.
4. Connection to a public sewer is not feasible:
i0a00- a7I&IL-4-:0246
5. The Application for Local Upgrade Approval must be accompanied by all of the following (check the
appropriate boxes):
❑ Application for Disposal System Construction Permit
[}/Complete plans and specifications
[Site evaluation forms
❑ A list of abutters affected by reduced setbacks to private water supply wells or property lines.
Provide proof that affected abutters have been notified pursuant to 310 CMR 15.405(2).
❑ Other (List):
D. Certification
"I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my
knowledge. and belief, are true, accurate, and complete. I am aware that there may be significant
consequences for submitting false information, including, but not limited to, penalties or fine and/or
imprisonment for deliberate violations."
X ✓ 1� Q�
Facility Owner's Signature
dy--y-'LA�2 6k
Print Name
31 )-V iia
Date
Name of Preparer Date
C741 0I4tZ-t--
Preparer's address
p-�t.,�019 Io
State/ZIP Code
A �J a y'wi
Cityrrown
&727% 1fiZ 57-
Telephone
7 -Telep one
Septic -Form 9A -Local Upgrade Application1 • rev. 5/02 Application for Local Upgrade Approval, Page 4 of 4
vl
BOARD OF HEALTH
NORTH ANDOVER, MASS. 01845
978.688-9540
APPLICATION FOR SOIL TESTS
MAP & PARCEL: —1-0 Q 7
OCATION OF SOIL TESTS:
OWNER: IJ ii' !-Ir CC%U Ca TEL. NO.:
ADDRESS:2i L
ENGINEER:. r-�1.T,e'") TEL. NO.:�
CERTIFIED SOIL EVALUATOR: e
Intended use of land: Residential Subdivision Ingle Family me Commercial
Is This:
Repair testing Undeveloped lot testing Upgrade for addition
In the Lake Cochichewick Watershed? Yes
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM:
No A----"
1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests)
2. Plot plan
3. 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 360.00per lot for repairs ori rg ades.
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 t
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:
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DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Friday, September 09, 2005 2:03 PM
To: 'Daniel Ottenheimer (E-mail)'; 'Lisa LeVasseur (E-mail)'; 'McBrearty Andrew (E-mail)'
Cc: Sawyer, Susan; Grant, Michele; Merrill, Pamela
Subject: 514 Winter Street - Soil Test Feedback
Importance: High
Hello,
RE: Soil Test Application received and sent on 9/6/05. Upon testing, here are the Conservation notes to keep in mind
from Pamela Merrill on this site:
"Wetlands are on both sides of the house, just beyond the stonewall. Will need to file with NACC if septic fails."
FYI CC: S. Sawyer
M. Grant
&W Ro#Wds,
Putiy¢�w D¢Bl�¢L�l6iwi¢
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover, MA o1845
978.688.9540 - Phone
978.688.8476 - Fax
http://www.townoffiorthandover.com
healthdept@townofnorthandover.com
4
DelleChiaie, Pamela
From: Merrill, Pamela
Sent: Friday, September 09, 2005 2:03 PM
To: DelleChiaie, Pamela
Subject: Out of Office AutoReply: 514 Winter Street - Soil Test Feedback
I will be out of the office today, Friday, Sept 9, 2005 and will return
Monday, September 12th.
If you need to talk to someone, please call the Conservation Department
at 978.688.9530 to speak with either Alison McKay,.Conservation
Administrator or Donna Wedge, Conservation Secretary.
Have a great weekend!
Have a great weekend!
1
TO: NORTH ANDOVER, MASS 17 19 77
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
�'-ly FA '5'T ' North Andover, Mass.
T SITE LOCATION
The grades and construction are as specified in my plans and specifications dated
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