HomeMy WebLinkAboutMiscellaneous - 122 OLYMPIC LANE 4/30/2018 1220LYMPIC LANE
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.a ,SEP ► 3 2010
Common ealth of Massachusetts
: 'Qi Y76wn''of:NORTH ANDOVER MAS ° DOVER i
System Puini i °
'Form'4' ;
p..ng,Record
DEP has provided this form for use by loyal Boards of Health, The System Pumping Record mu:l
be submitted to the local Board of Health or other approving authority, k
.A,.Facility Information
. r
ui . 1, Syste Location,
f: _
C 3 I
YAd
kd6 r
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CI (Town
tY
State
,� Zip code
} 2. System Owner
f a
}
Name . {
( !Address(If different from location
"Cl down State Zip Code
Telephone Number
B. Pumping Record
1. Date of Pumping 1 2. Quantity Da ty Pu mped: Gallons
`3, Type of system: . ❑ Cesspool(s) Septic Tank ❑ Tight Tank
y� Other(describe):
4, Effluent Tee Filter present? ❑ Yes ❑ No If yes;'vvas it cleaned? ❑ Yes ❑ No
5. Condition of System:
a::. P
ped ,
me. Vehicle License Number
Coompany::- Ywe-
7,'. Locatio where oonten ere disposed:
ipn tore of Ha r ,
3s.gov/deptivater/approvals/t5forms:htm#Inspect '�• �:
t5for 113 w, System Pumping Record•Page 1 of 1
c
North Andover Board of Assessors Public Access Page 1 of 1
N,RTh North Andover Board of Assessors
CHU roperty Record Card
Click Seal To Return Parcel ID :210/106.B-0122-0000.0 FY:2009 Community:North Andover
SKETCH PHOTO
Click on Sketch to Enlarge Click on Photo to Enlar e
Search for Parcels r,
Search for Sales
Summary
Residence
Detached Structure "
Condo
122 OLYMPIC LANE
Commercial
Location: 122 OLYMPIC LANE
Owner Name: HAROIAN,JOHN D
DEBRA Z HAROIAN
Owner Address: 122 OLYMPIC LANE
City: NORTH ANDOVER State: MA Zip: 01845
Neighborhood: 7-7 Land Area: 1.00 acres
Use Code: 101-SNGL-FAM-RES Total Finished Area: 2548 sqft
ASSESSMENTS CURRENT YEAR PREVIOUS YEAR
Total Value: 509,900 524,900
Building Value: 285,000 300,000
Land Value: 224,900 224,900
Market Land Value: 224,900
Chapter Land Value:
LATEST SALE
Sale Price: 310,000 Sale Date: 07/29/1986
Arms Length Sale Code: Y-YES-VALID Grantor: LIGATO WAYNE A
Cert Doc: Book: 02257 Page: 0042
http://csc-ma.us/PROPAPP/display.do?linkld=1465330&town=NandoverPubAcc 11/13/2009
Residential Property Record Card
PARCEL 113:210/106.6-0122-0000.0 MAP:106.13 BLOCK:0122 LOT:0000.0 PARCEL ADDRESS:122 OLYMPIC LANE FY:2009
PARCEL INFORMATION Use-Code: 101 Sale Price: _310,000 -Book: 02257 Road Type:_ - T Inspect Date: 06/10/2002
Tax Class T Sale Date: 0712918.6 Page: 004.2 Rd Condition: P Meas Date: 06/10/2002
Owner: Tot Fin Area: 2548 Sale Type:' P Cert/Doc: Traffic: M Entrance: X
HAROIAN,JOHN D Tot Land Area: 1.00 Sale Valid: Y Water: Collect Id: RRC
DEBRA Z HAROIAN ' -
-
Grantor: LIGATO WAYNE A Sewer: _ Inspect Reas:' C
Address:
OLYMPIC LANE
NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/o Indust-B/L% / Open Sp-B/L% /
NO
RESIDENCE INFORMATION LAND INFORMATION
Style: CL Tot Rooms: 7 Main Fn Area: 1274 Attic: NBHD CODE: 7 NBHD CLASS: 7 ZONE: R1
Story Height: 2.00Bedrooms: 4 Up Fn Area: 1274 Bsmt Area: 1274 Seg Type Code Method Sq-Ft Acres Inf1u-Y/N Value C_lass '
-Roof: H Full Baths: 2 Add Fn Area: Fn Bsmt Area:
1 P 101 S 43767 1.000 - 224,934
Ext Wall: FB Half Baths: 1 Unfin Area: Bsmt Grade: VALUATION INFORMATION
Masonry Trim: 40 Ext Bath Fix: 0 Tot Fin Area: 2548 Current Total: 509,900 Bldg: 285,000 Land: 224,900 MktLnd: 224,900
Foundation: CN Bath Qual: T RCNLD: 284998
I<itch Qual: T Eff Yr Built: Prior Total: 524,900 Bldg: 300,000 Land: 224,900 MktLnd: 224,900
1983 Mkt Adj:
Heat Type: HW Ext Kitch: Year Built: 1979 Sound Value:_
Fuel Type: G Grade: G Cost Bldg: 285,000
Fireplace: 1 Bsmt Gar Cap: Condition: A Aft Str Val 1:
Central AC: N Bsmt Gar SF: Pct Complete: Att Str Val2:
Aft Gar SF: %Good P/F/E/R: /100/100/87
Porch Tyne Porch Area Porch Grade Factor
W 228
SKETCH PHOTO
19
W
12 228 Sg1t 12
G
576 Sq�t F�
2q 24 1274 SgJPt _
28 28 —
24
rix: � M .�'x w• ,
122 OLYMPIC LANE
Parcel ID:210/106.6-0122-0000.0 as of 11/13/09 Page 1 of 1
Commonwealth of Massachusetts MUCUIVED
W City/Town of North Andover ��
System Pumping Record
Form 4 TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority within 14 days from the pumping date in
accordance with 310 CMR 15.351.
A. Facility Information
Important:
When filling out 1. Sys em ocation:
forms the
computer,use
only the tab key Address
to move your N.Andover Ma 01845
cursor-do not
use the return City/Town State Zip Code
key.
2. System Owner:
-HrA
Name
Address(if different from location)
City/Town State Zip Code
Telephone Number
B. Pumping Record
1. Date of Pumping Date 2. Quantity Pumped: Gallons
3. Type of system: ❑ Cesspool(s) ❑ Septic Tank ❑ Tight Tank ❑ Grease Trap
❑ Other(describe):
4. Effluent Tee Filter present? ❑ Yes ❑ No If yes, was it cleaned? ❑ Yes ❑ No
5. Condition of System: IvIi
6. Syptm Pumped
Name Vehicle License Number
Stewart's Septic Service
Company
7. Location where contents were disposed:
Stewart's Pre-treatment Plant 0 So. Mill Bradford, Ma 01835
Signature of au DY .25—
Signature o eceiving Facility Date
t5form4.doc•03/06 System Pumping Record•Page 1 of 1
I
Commonwealth of Massachusetts RECEIVED
N W City/Town of North Andover
0 2 12012
System Pumping Record TOWN OF NORTH ANDOVER
M SV 6 e
Form 4 HEALTH DEPARTMENT
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority within 14 days from the pumping date in
accordance with 310 CMR 15.351.
A. Facility Information
Important:When
filling out forms 1. System Location:
ouse only the tab n the computer, PI
7
key to move your Address
cursor-do not North Andover Ma 01845
use the return
key. City/Town State Zip Code
4
r�
2. System Owner:
Name
Address(if different from location)
City/Town State Zip Code
Telephone Number
B. Pumping Record
1. Date of Pumping Date 2. Quantity Pumped:
Gallons
3. Type of system: ❑ Cesspool(s) [Septic Tank ❑ Tight Tank ❑ Grease Trap
❑ Other(describe):
4. Effluent Tee Filter present? ❑ Yes No If yes, was it cleaned? ❑ Yes ❑ No
5. Condition of System:
6 stem Pumped B
Name Vehicle License Number
Stewart's Septic Service
Company
7. Location where contents were disposed:
-treatment Plant 20 So. Mill Bradford, Ma 01835
� e auler Date ��A&)-
5
re of Receiving Facility Date
t5form4.doc•03/06 System Pumping Record•Page 1 of 1
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;'y'. System Pumping Record r Page 1 of t
Commonwealth of Massachusetts
City(T'own of NORTH ANDOVER MASSACXHU s QTS=a
soyste. m .pumping Record
rm 4 OCT
12 06
DEP has provided this form for use by local Boards of Health. The System= urnpiragNfR�_ °ecord mu:
be submitted to the local Board of Health or other approving authority ILALI HP!
A. Facility Information
Important:
When filling out 1. System Location:
forms on the
computer, use
only the tab key Addressto move your
cursor-do not
use the return cityrrown State - -- Zip Code
key.
2. System Owner:
Name
Address(if different from location)
City/Town State._ ---_ Zip%ode ^— -
Telephone Number - -
B. Pumping Record
1. Date of Pu L
mping Date 2. Quantity Pumped: J L C✓_.._.._. _.
Gallons
Type of system: ❑ Cesspool($) (Septic Tank
/ ❑ Tight Tank
❑ other(describe): _ --_—__._._ _._____._.____.—._------...__—__._–•-----_._.-_.__............ -.
4. Effluent Tee Filter present? ❑ Yes o If yes, was it cleaned? ❑ Yes ❑ No
r ,//
5. Condition of System:
6. Sy em Pumped By:
1�2 I
Name -- -- ...._+_
Q Vehicle License Number
Company �.
7. Location where contents were disposed:
Si ature o(Hau _..---- ---- --
Date
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t5forl 06/03 System Pumping Record -Page ; of ,
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N OF N0,,TH ANDOVER
�IEALTH D=PARTMENT
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>9 SYSTEM PUMPING RECORD
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' (example; left front of house)
1):1'I'E OF PUMPING: (QUANTITY PUMPED /�0,ALLU1.�
C. .-S1'00L: NO YES SEPTIC TANK; NO YES
\'.ATURE OF SERVICE: ROUTINE EMERGENCY
c113.>�RV,�TIONS;
COOD CONDITION_ FULL TO COVER
H.E.AVY CREASE BAFFLES IN PLACE
ROOTS LEACHFIELD RUNBACK
EXCESSI—VE SOLIDS FLOODED
SOLIDS CARRYOVER tO HER (EXPLAIN)
1'.. M PUMPED RY:
C'U N .-M ENTS;
�. UN"I`ENTS TRANSFERRED TO':
,Lt
TOWN QF`NO$TH ANDOVER
SYSTEM PL.wlN(}RECORD
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DATE /oZ / •
SYSTEM OWNER&ADDRESS �
SYSTEM LOCATION
%a a olym• ��� LQrr � �aGi� • .
N aAID6ve
DATE OF PUMPING}_ _ .._QUANTITY Pi1MPED
v/
CESSPOOL No
SEPTIC TANK NO YES , /
NATURE OF SERVICE;,,RQUTINE ' EMERGENCY
OBSERVATIONS;
GOOD CONDITION FULL TO COVER
ROOTSGREASE �; BAFFLES IN LACE
LEACHFIELD RUNBACK
EXCESSIVE SOLIDS—'FLOODED
SOLID CARRYOVER. OTHER EXPLAIN
SYSTEM PUMPED BY
r
COMMENT'S;
CONTENTS TRANSFERRED TO
t
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a
NATURE OF SERVICE; ROUTINE .--X EMERGENCY
u0SERVATIONS:• s'
GOOD CONDJTIOX FULL TO COVEk
HEAVY GREASE BAFFLES IN PLACE
ROOTS LEACHFIELD RUNBAC)t.,.
EXCESSI-VE SOLIDS FLOODED
SOLIDS CARRYOYRR HER (EXPLAJN)
i1'S'1'L•M PUMPED BY:
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SYSTEM COVER
PLWPING RECORD
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Commonwealth. of Massachusetts i ' ECEIV N TM
City/Town of North Andover
����em Pumping Record
se
Form TOWN Ut ct,..,,,. , i0VER'
HEAL i"� .,:.: . .. ::-r4T'. i'.
DEP has provided this form for use by local Boards of Health. ther arms°may this form, check with your
Before us
same as that provided here. 9
tiall the s P
information must be substantially fitted to
local Board of Health to determine the form they use.The System Pumping Record must be submitted
the local Board of Health or other approving authority within 14 days from the pumping,date in
accordance with 310 CMR 15.351.
A. Facility informati®n
important When
filling out forms 1. System Location:
on the computer, j
use only the tab
key to move your Address V Ma 01886
cursor-do not North Andover Zip Code
use the return CityfTown State
key.
2. System Owner:
&a/- yaqz/_�
Name
ramn
Address(if different from location)
State Zip Code
City/Town
Telephone Number
B. Pumping Record r
2. Quantity
1. Date of Pumping Date Pumped: Gallons
/Septic Tank ❑ Tight Tank ❑ Grease Trap
3. Type of system: ❑ Cesspool(s) NJ
❑ Other(describe):
4. Effluent Tee Filter present? ❑ Yes ❑ No If.yes,was it cleaned? ❑ Yes ❑ No
5. Condition of System:
6. S stem Pumped By:
Vehicle License Number
Na Me
Stewart's Septic Service
Company
7. Location where contents were disposed:
Stewart's Pre-treatment Plant, 20 So. Mill Bradford, Ma 01835
f Hauler Date
a ure o
Signature of R aci ity Date
System Pumping Record Page 1 c
t5form4.doc•03/06
Commonwealth of Massachusetts
W City/Town of No Andover �
System Pumping Record
Form 4 Gni C? 2 1T
GM
SV a y,v
T OWN OF NOF<TF .VOOVER
DEP has provided this form for use by local Boards of Healtft?€OtKdr forms rna be used, but the
information must be substantially the same as that provided here Be oref using fhis�form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority within 14 days from the pumping date in
accordance with 310 CMR 15.351.
A. Facility Information
Important:When
filling out forms 1. Syt Location,
on the computer,
use onlythe _
tab
key to move your AddWs'
cursor-do not No Andover Ma _
use the return
key. City/Town State Zip Code
2. System Owner: t �"
Name
Address(if different from location)
City/Town State Zip Code
Telephone Number
B. Pumping Record
r'
1. Date of Pumping Date 2• Quantity Pumped: lions
3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight Tank ❑ Grease Trap
❑ Other(describe):
4. Effluent Tee Filter present? ❑ Yes4 No If yes, was it cleaned? ❑ Yes ❑ No
5. Condition of System:
6. S By:
Name Vehicle License Number
Stewart's Septic Service
Company
7. Location where contents were disposed:
Stewart's Pre-treatment Plant, 20 So. Mill Bradford, Ma 01835
Signature of Hauler Date
Signature of Receiving Facility Date
t5form4.doc•03/06 System Pumping Record•Page 1 of 1
aelleChiaie, Pamela
From: Sawyer, Susan
Sent: Monday, November 16, 2009 9:28 AM
To: DelleChiaie, Pamela
Subject: RE: 122 Olympic Lane- Kitchen Bumpout
Great thx
-----Original Message-----
From: DelleChiaie,Pamela
Sent: Friday,November 13, 2009 4:29 PM
To: John Haroian
Cc: Sawyer, Susan
Subject: RE: 122 Olympic Lane -Kitchen Bumpout
Importance: High
Hello again,
I spoke with Susan about your As-Built.. It is correct that the Foundation must be 10 feet from the tank and 20
feet to the field. If you have footings, it is 5 and 10 feet respectively.
It appears from measuring,based on a 40 foot scale, (1" =40 feet)that the current foundation to the tank,that
you have leeway of about 5 feet out. If you choose to move the tank, you would need to hire an engineer to do
a basic plan to show the new location of the tank, and elevations of the tank to the d-box. The location of the
tank depends on the current slope and other technical issues, so the engineer would need to be consulted for
this.
Also, for any additions,the Health Department requires that a Title 5 report be completed. Therefore, you may
want to have a Title 5 inspection done first to be sure that your system will pass inspection before pursuing the
expense of an engineer and moving the tank, etc. You may find a list of approved Title 5 Inspectors for the
Town of North Andover on our website: www.townofnorthandover.com-town departments -health department
-permits and applications.
If you would still have questions, and would like to meet with Susan,please let me know, and I can usually
schedule something for her in the mornings.
Thank you, and enjoy your weekend,
Best regards,
Pamela DelleChiaie
Health Department Assistant
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20; Suite 2-36
North Andover, MA 01845
978.688.9540 - Phone
978.688.8476 -Fax
pdellechiaie@a,townofnorthandover.com -E-mail http://www.townofnorthandover.com/Pages/index - Website
i
Notes::*o
W
If copied to BOH Members—Reference Copy Only—no response requested at this time
-----Original Message-----
From: John Haroian [mailto:jdharoian@msn.com]
Sent: Friday,November 13, 2009 4:01 PM
To: DelleChiaie, Pamela
Subject: Re: 122 Olympic Lane - Kitchen Bumpout
Hi Pam,
Many thanks for your prompt reply,
John
Sent via B1ackBerry by AT&T
-----Original Message-----
From: DelleChiaie Pamela<pdellech@townofnorthandover.com>
Date: Fri, 13 Nov 2009 20:56:55
To: <jdharoian@msn.com>
Subject: 122 Olympic Lane -Kitchen Bumpout
Hello John,
I received your message and forwarded it on to Susan Sawyer, Health Director. I am sorry,but she has been in
and out of meetings all day, and has not had a chance to review your information. I am sure that she will
respond back to you by Monday. Thank you for your patience and your kind words.
Best regards,
Pamela DelleChiaie
Health Department Assistant
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20; Suite 2-36
North Andover, MA 01845
978.688.9540 - Phone
978.688.8476 -Fax
pdellechiaie@,townofnorthandover.com -E-mail http://www.townofnorthandover.com/Pages/index - Website
cid:ima eg 001.png_(c 0IC9A6EB.C8D13910
Notes:
If copied to BOH Members- Reference Copy Only - no response requested at this time
2
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Friday, November 13, 2009 4:29 PM
To: 'John Haroian '
Cc: Sawyer, Susan
Subject: RE: 122 Olympic Lane- Kitchen Bumpout
Importance: High
Hello again,
I spoke with Susan about your As-Built.. It is correct that the Foundation must be 10 feet from the tank and 20
feet to the field. If you have footings, it is 5 and 10 feet respectively.
It appears from measuring, based on a 40 foot scale, (1" =40 feet)that the current foundation to the tank,that
you have leeway of about 5 feet out. If you choose to move the tank, you would need to hire an engineer to do
a basic plan to show the new location of the tank, and elevations of the tank to the d-box. The location of the
tank depends on the current slope and other technical issues, so the engineer would need to be consulted for
this.
Also, for any additions,the Health Department requires that a Title 5 report be completed. Therefore, you may
want to have a Title 5 inspection done first to be sure that your system will pass inspection before pursuing the
expense of an engineer and moving the tank, etc. You may find a list of approved Title 5 Inspectors for the
Town of North Andover on our website: www.townofnorthandover.com-town departments -health department
-permits and applications.
If you would still have questions, and would like to meet with Susan, please let me know, and I can usually
schedule something for her in the mornings.
Thank you, and enjoy your weekend,
Best regards,
Pamela DelleChiaie
Health Department Assistant
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20; Suite 2-36
North Andover, MA 01845
978.688.9540 -Phone
978.688.8476 -Fax
pdellechiaie(atownofnorthandover.com -E-mail http://www.townofnorthandover.com/Pages/index - Website
Notes:
If copied to BOH Members—Reference Copy Only—no response requested at this time
i
-----Original Message-----
From: John Haroian [mailto:jdharoian@msn.com]
Sent: Friday,November 13, 2009 4:01 PM
To: DelleChiaie, Pamela
Subject: Re: 122 Olympic Lane - Kitchen Bumpout
Hi Pam,
Many thanks for your prompt reply,
John
Sent via BlackBerry by AT&T
-----Original Message-----
From: DelleChiaie Pamela<pdellech@townofnorthandover.com>
Date: Fri, 13 Nov 2009 20:56:55
To: <jdharoian@msn.com>
Subject: 122 Olympic Lane -Kitchen Bumpout
Hello John,
I received your message and forwarded it on to Susan Sawyer, Health Director. I am sorry, but she has been in
and out of meetings all day, and has not had a chance to review your information. I am sure that she will
respond back to you by Monday. Thank you for your patience and your kind words.
Best regards,
Pamela DelleChiaie
Health Department Assistant
TOWN OF NORTH ANDOVER
Health Department
1600 Osgood Street
Building 20; Suite 2-36
North Andover, MA 01845
978.688.9540 - Phone
978.688.8476 - Fax
pdellechiaie@townofnorthandover.com -E-mail http://www.townofnorthandover.com/Pai4es/index - Website
cid:ima eg OOl.pnng@O1C9A6EB.C8D13910
Notes:
If copied to BOH Members - Reference Copy Only -no response requested at this time
Tracking:
2
Recipient Delivery
'John Haroian'
Sawyer,Susan Delivered: 11/13/2009 4:29 PM
3
I'r
TOWN OF NORTH ANDOVER
MINIMUM REQUIREMENTS FOR
THE SUBSURFACE DISPOSAL OF
SANITARY SEWAGE
Last Revised: November 19, 2005
w
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
MINIMUM REQUIREMENTS FOR THE SUBSURFACE
DISPOSAL OF SANITARY SEWAGE
These regulations have been promulgated under M.G.L. 111 Section 31 to provide with
310 CMR 15.000 minimum standards for the protection of public health and the
environment when circumstances require the use of subsurface systems for the disposal of
sanitary sewage in areas where municipal sewage systems are unavailable. These
regulations shall be deemed by the North Andover Board of Health to be generally
adequate to protect the public health and the environment in the interests of present and
future citizens of North Andover.
ADOPTED
Sept. 27, 1984
REVISED
March 21, 1991
REVISED
June 1997
REVISED
November 2005
Septic Regulations TOWN OF NORTH ANDOVER, MA
TABLE OF CONTENTS
PART A: GENERAL CONSIDERATIONS
1.00 Definitions p..4
2.00 Process to Obtain a Site System Permit p. 7
3.00 Permits and Licenses p.10
4.00 Administration p.12
PART B: SITING AND DESIGN OF SEPTIC SYSTEMS
5.00 Siting of Systems p.13
6.00 Watershed District p.15
7.00 Field Observation and Soil Testing p.15
PART C: DESIGN
8.00 Plan Specifications p.17
9.00 General Design Requirements p.20
PART D: CONSTRUCTION
10.00 General Construction Requirements p.22
11.00 Building Sewers in Unsewered Areas p.22
12.00 Dosing Chambers and Pumps p.22
13.00 Soil Absorption Systems p.22
14.00 Leaching Trenches p.23
15.00 Leaching Fields p.23
PART E: TRANSPORTATION &DISPOSAL OF SANITARY SEWAGE
16.00 Requirements p.23
PART F: TITLE 5 INSPECTOR REQUIREMENTS p.24
Septic Regulations TOWN OF NORTH ANDOVER, MA
PART A: GENERAL CONSIDERATIONS AND PROVISIONS
SECTION 1.00: DEFINITIONS
The words, terms or phrases listed below for the purpose of these Regulations shall be
defined and interpreted as follows:
1.01 Alterations:
Any change or modification of an existing subsurface disposal system that would change
its physical make-up, components, capacity or location from that initially constructed or
designed.
1.02 Annual Mean High Water Line:
With respect f
p t to surface water, the line that is apparent from visible markings or changes in
the character of soils or vegetation due to the prolonged presence of water which
distinguishes between predominantly aquatic and terrestrial land.
1.03 As-built Plan- Final:
A plan showing the actual lot boundaries, house foundation location and elevation, wells
within 150 feet, utility lines, and the location and elevations of all components of the
completed subsurface sewage disposal system. See Section 8.05
1.04 As-built Plan- Foundation:
A plan showing the actual lot boundaries, house foundation location and elevation of the
top of foundation in the scale of the original approved plan.
1.05 Bedroom:
Single family dwellings shall be presumed to have at least four bedrooms. When there are
more than nine rooms in a dwelling, the total number of rooms shall be added and divided
by two to determine the total number of bedrooms. Deed restriction variances for existing
dwellings with fewer than four bedrooms may be granted by the Board of Health when a
larger disposal system cannot be installed on the site. The higher number of bedrooms shall
prevail for design purposes for new construction.
1.06 Cellar wall:
That portion of the outside surface of the foundation wall enclosing a full basement which
is above the cellar floor and below the ground surface.
Septic Regulations TOWN OF NORTH ANDOVER, MA
1.07 Cesspool:
Cesspools are failed systems and shall be replaced with a system meeting these regulations
and 310 CMR 15.000.
1.08 Disposal System Installer:
A person, licensed in accordance with 310 CMR 15.019 and 15.002 who has passed the
North Andover Disposal Works Installation Test by achieving a score of at least 75%. See
also Section 3.02.
1.09 Failed system
A system which does not protect the public health or the environment.
1.10 Foundation/Footing Drain:
Any underground conduit located along the perimeter of a foundation/footing associated E
with a dwelling, office building, etc., used for the conveyance of water away from the
foundation.
1.11 New Construction:
The construction of a new building for which an occupancy permit is required or an
increase in the actual or design flow to any nonconforming system or to any other system
above the existing approved capacity. New construction shall include upgrade or repair of
a previously existing building if 50% or more of the building has been destroyed or
demolished and the upgrade of a previously nonconforming system.
1.12 Nitrogen Sensitive Area:
An area of land and/or a natural resource area so designated by the North Andover Board
of Health and/or the North Andover Conservation Commission.
1.13 Privy:
A privy by definition is a failed system.
1.14 Riverfront Area:
That 200 foot area on each side of a stream, river, etc. as defined by the Rivers Act.
Septic Regulations TOWN OF NORTH ANDOVER, MA
1.15 Seasonal High Ground Water Table Elevation:
The height of the ground water table when it is at its maximum elevation or the
determination of groundwater using redoximorphic
features (mottles)made by a certified site evaluator.
1.16 Surface Water Supply:
Any lake, pond, reservoir, or impoundment designated as a public water supply in the
Massachusetts Surface Water Quality Standards, 314 CMR 4.00 and Lake Cochiewick.
i
1.17 Tributary to Surface Water Supply:
Any body of running water, including a river stream, brook or creek, including intermittent
streams which may or may not be subject to protection under the Wetlands Protection Act,
which moves in a definite channel in the ground due to a hydraulic gradient and which is
designated as a tributary to Lake Cochiewick or other public water supply as defined, and
is measured horizontally to the mean high water mark or the first break in slope, whichever
i
is higher.
1.18 Watershed:
The land area in North Andover surrounding Lake Cochichewick, the boundaries of which
are shown on the North Andover Zoning map as set forth on a plan entitled to Subdrainage
Areas," Lake Cochichewick Watershed Plan (August 1987), Attachment 1, dated August
1985, prepared by I.E.P., Inc. for the Town of North Andover; and any region or area
measured in a horizontal topographic divide which directs water runoff from precipitation,
normally by gravity, into a stream, a body of impounded surface water, a coastal
embayment or a water supply well.
1.19 Wetland:
Any land area or surface area so defined by the Massachusetts Wetlands Protection Act,
M.G.L. c. 131 S. 40 and regulations promulgated pursuant thereto at 310 CMR 10.00 or
pursuant to s. 404 of the Federal Water Pollution Control Act, 33 U.S.C. 1341 and land so
defined by Chapter 178 of the Code of North Andover, the Town Wetland Bylaw.
1.20 Wetland Delineation:
For the purpose of this regulation this entails approval of wetland boundaries within 150
feet (200 feet in a riverfront area and 400 feet in the Watershed) of a proposed testing area
or septic system by the North Andover Conservation Commission (NACC) in response to a
Request for Determination. Approvals must be current and valid.
Septic Regulations TOWN OF NORTH ANDOVER, MA
e Y
SECTION 2.00 PROCESS TO OBTAIN A SITE SYSTEM PERMIT
2.01 Site Testing: Prior to application for soils testing with the Board of Health, the
applicant shall have a wetlands delineation done. Applicant's Designer then makes
application to the Board of Health to perform and have witnessed percolation tests
and deep holes. This application shall be made on a form obtained from the Health
Department and shall be accompanied with the following:
a) Appropriate fee for each lot according to the current fee schedule. This fee
is non-refundable and shall be valid for two years.
b) Scaled site plan with wetlands delineations and Assessor s Map and Parcel
referenced.
c) Proof of ownership or"permission to test" letter from owner of record.
Once a complete application is received, a date to conduct such tests will be
assigned by the Board of Health. Percolation and deep observation hole testing
shall be witnessed by the Board of Health. Soil testing shall be performed from
March 1 st through November 20th unless soil conditions, such as extreme wetness
or drought, preclude testing. This determination shall be at the discretion of the
Town Health Agent/soil evaluator.
2.02 Site Evaluation Forms: Within 60 days of soil testing, the soil evaluator shall
submit Soil Evaluation Forms with certifications to the Board of Health. These
forms must be received by the Board of Health before or with the filing of the
definitive subdivision plan. Under M.G.L. Ch. 41, S. 81-U of the Subdivision
Control Law, Boards of Health must make recommendations to the Planning Board
within 45 days of the filing date. If the Certified Soil Evaluator Forms have not
been submitted as noted above, the Board of Health shall deny the plan.
2.03 Plan Submittal: A subsurface disposal system plan is submitted to the Board of
Health for design approval along with a Plan Review fee. The plan shall be subject
to a review to determine if the plan is in conformance with local and state
regulations and also subject to a site inspection to determine if conditions appear to
be represented correctly on the plans. Minimum plan requirements are listed in
Section 8.01 through 8.04. Acceptable plans and any variances shall expire two
years from the date approved unless construction on the lot has begun. Expired
plans shall be reviewed prior to the issuance of a new design approval, to insure
conformance with changes in local or state regulations. If changes in regulations
have occurred, expired, expired plans shall comply with new regulations. A fee in
accordance with the current fee schedule shall be submitted prior to reviewing
expired plans for conformance to current regulations. Plans shall be submitted by
Septic Regulations TOWN OF NORTH ANDOVER, MA
October 1 st if system construction is planned for the fall. All systems shall be
installed by December 1 st of each year, unless a waiver is granted by the Board of
Health.
2.04 Review Letters: Approval or disapproval letters will be sent to the designer upon
completion of the review. A resubmittal fec in accordance with the current fee
schedule will be required for resubmission of plans disapproved because of plan
requirement deficiencies.
2.05 Well Construction: A well permit is applied for pursuant to the Town of North
Andover Well Regulations (only when applicable) and the well is constructed and
the water tested. Results of the water analysis are to be submitted to the Board of
Health for review. (For further information, see North Andover Regulations for the
drilling of wells)
2.06 Building Permit: An application for a building permit (Form U) is applied for after
septic system plan and well (where applicable) approval by the Board of Health has
been granted. Actual floor plans of the proposed dwelling shall be submitted prior
to Form U approval.
2.07 Foundation As-Built: Upon completion of the foundation, a certified copy of the
foundation plan is submitted to the Board of Health prior to the request for a
Disposal Works Construction permit. The Board of Health shall review the plan as
to the location and elevation of the foundation. No Disposal Works Construction
Permit (Installer's Permit) will be issued until such plan is approved by the Board
of Health or if not acceptable, until septic system plans have been revised to
address the inconsistencies.
2.08 Construction Permit: A Disposal Works Construction Permit is issued to a
licensed installer after Board of Health approval of the foundation plan. A non-
refundable fee shall be paid to the Town of North Andover pursuant to the current
fee schedule.
2.09 Inspections: Requests for appointments are made by the installer of record with the
Board of Health for inspections of the disposal system with a lead time of 3
business days. Each disposal system will require at least three inspections; Bottom
of Bed, Final, and Final Grading. Additional inspections may be required. A pre-
construction meeting with the Health Agent should be arranged by the installer.
a. Bottom of Bed and Septic Tank Inspection: To be conducted before any fill
is brought on the lot. The installer should have the topsoil and subsoil
excavated for the required area and to the required depth, and the hole for the
septic tank excavated. A minimum of a 6" layer of crushed stone shall be
placed in the bottom of the tank excavation. After the Board of Health has
inspected the excavation and bed location, clean fill may be brought in to bring
Septic Regulations TOWN OF NORTH ANDOVER, MA
1
the system up to grade if fill is required. In situations where fill is not required
for systems (systems below the subsoil) the excavation should be at design
grade at the time of inspection.
The installer should have samples of the stone and fill material available on site
for inspection with a copy of the sieve analysis when necessary. All fill material
shall be subject to a Percolation Test by the Board of Health, and shall meet the
requirements of 310 CMR 15.255.
b. Final Inspection: Conducted after system is installed and the Design Engineer
of record has conducted an inspection for elevations and compliance and
notified the Board of Health that it is complete. An appointment is made by the
installer for a Final Inspection at which all piping shall be complete and water
shall be available to test the distribution box. For dosed systems all wiring shall
be complete and ready for inspection. This includes the pump and the alarm.
The licensed installer is expected to be present at this inspection.
e. Final Grading: Conducted after the system has been approved and has been
backfilled, and the as-built design has been submitted and reviewed by the
Board of Health. The installer shall have the system graded according to the
plan of the disposal system.
2.10 Certificate of Compliance: After backfilling and final grading, and prior to the
issuance of the Certificate of Compliance, the Design Engineer of record and the
system installer shall certify in writing on an approved form that the system has
been constructed in compliance with these regulations and 310 CMR 15.000, the
approved design plans and all local requirements, that the materials used were in
conformance with the plan specifications, that the final grading substantially
conforms to the proposed plans, and that any changes to the design plans have been
reflected on as-built plans which have been submitted to the Board of Health by the
designer prior to the issuance of a Certificate of Compliance.
2.11 Repairs: An appointment shall be made with the Health Department by the
consulting engineer for site investigation and soil tests, and a fee in accordance
with the current fee schedule shall be submitted. Any subsequent septic design for
repairs to single family residential systems shall be proposed on plans prepared by
a Massachusetts Registered Professional Civil Engineer or Massachusetts
Registered Sanitarian. For repairs to septic systems other than single family
residences, designs shall be prepared by a Massachusetts Registered Professional
Engineer.
Septic Regulations TOWN OF NORTH ANDOVER, MA
Section 3.00 PERMITS AND LICENSES
3.01 Disposal System Installer's License: No person shall engage in the construction,
alteration, installation or repair of any sewage disposal system without first
obtaining a Disposal Works Installer's License from the Board of Health. In order
to obtain this License, the Applicant must submit evidence of prior relevant work
experience, trade references, etc., and successfully complete the North Andover
Board of Health's Installers Exam by achieving a score of at least 75%. Tests shall
be offered in January, March, May, July, and September, and at least two testing
periods shall elapse before a candidate may be re-tested. If a candidate passes the
exam, qualifications, references and experience will then be reviewed and, if
acceptable, a license granted upon approval of the Board of Health. Licenses are
granted to individuals only, not companies. The licensed installer shall be on-site
at all times while work on a septic system is being done and shall be the
responsible party for requesting inspections from the Health Department and for
being present for those inspections. All licenses shall expire on December 31 st of
each year. A nonrefundable fee for annual licensure shall be paid to the Town of
North Andover pursuant to the current fee schedule.
3.02 License Revocation: The Board of Health may suspend or revoke for cause any
license which has been issued under this regulation. If, on the basis of information
available to it, the Board believes that there is cause for revocation or suspension of
a license, it shall notify the licensee in writing, setting forth the cause and the date,
time and place of a public hearing on the matter. Such notice shall be mailed to the
licensee at least 14 days before the public hearing. In determining whether cause
exists for the suspension or revocation, the Board will consider whether a
continuation of the licensed activities by the licensee may adversely effect the
public health or safety. The Board will consider all relevant facts, including but not
limited to:
1. violation of any section or requirement of these regulations or Title V of the
Environmental Code:
2. deliberate errors or omissions during installations or attempts to mislead;
3. other actions or omissions which result in a substantial adverse effect on
public safety or health.
Septic Regulations TOWN OF NORTH ANDOVER, MA
i
The Board shall render its decision in writing within 30 days of the public hearing
and shall state the grounds for its decision. A copy of the decision shall be mailed
to the licensee. Any person aggrieved by any decision of the Board of Health may
appeal to any court of competent jurisdiction as provided for by the laws of the
Commonwealth.
3.03 Design Review Approval Permit: Plans of the proposed subsurface sewage
disposal facility must be approved by the Board of Health and a Plan Review Fee
paid prior to Design Review approval and prior to an application for building
construction (Form U) being submitted to the Board of Health. Approval of the
plans shall expire two years from the date approved, unless construction of the
individual subsurface sewage disposal system has begun prior to the expiration
date. Such approval shall be invalid if conditions different than those set forth in
the application or on the planes are found.
3.04 Building or Plumbing Permits: No building permit, foundation permit, special
building permit or plumbing permit shall be issued until a Sewer Entrance Permit
or Board of Health approval has first been obtained, unless the Board of Health
determines that the proposed design flow or existing sewage disposal system is
adequate for the dwelling, including any proposed new construction, alteration of
or an addition to an existing dwelling, and a system inspection shows that any
existing septic system is functioning as designed. Any alteration of the footprint of
an existing dwelling, other than that caused by open decks, or increase in design
flow shall require an investigation into the condition and capacity of the existing
septic system.
3.05 Disposal Works Construction Permit: No person shall engage in the
construction, alteration, installation or repair of any individual disposal system
without first obtaining a Disposal Works Construction Permit from the Board of
Health. Such permits shall be valid for 2 years and construction shall begin within
the 2-year period or the permit shall expire along with all approvals and variances.
The North Andover Board of Health may issue a one-year extension to the Disposal
Works Construction permit upon the written request of the original applicant if
such request is filed for Board of Health adjudication prior to the expiration date.
Documentation showing facts as to why completion of the approved system was
prevented within the time frame of the permit shall be submitted with the letter of
request. Only one, one-year extension shall be granted. If during construction it is
discovered that site conditions differ from those stated on the approved plans, the
installer shall cease work and notify the Board of Health. If conditions are
significantly different from those on the approved plan, the Disposal Works
Construction Permit and the design approval shall become void.
Installation of septic systems shall take place between March 1 st and December 1 st,
weather permitting, with all systems completed by December l st of each year. All
Septic Regulations TOWN OF NORTH ANDOVER, MA
applications for septic installations in any given year shall be made prior to
November 15th of that year.
3.06 Certificate of Compliance: No person shall discharge sewage to a new, upgraded
or expanded system without first obtaining a Certificate of Compliance from the
North.Andover Board of Health in accordance with these regulations and with 310
CMR 15.000. Prior to the issuance of a Certificate of Compliance, the Licensed
System Installer and the Design Engineer shall certify in writing on a form
provided by the Board of Health that "the system has been constructed in
compliance with the approved plans, the North Andover Board of Health
regulations and 310 CMR 15.000, that the materials used were in conformance with
the plan specifications, that the final grading substantially conforms to that on the
proposed plans, and that any changes to the design plans have been reflected on an
as-built plan which has been submitted to the Board of Health by the Design
Engineer prior to the final inspection of the system by the Board of Health".
3.07 Connection to Common Sanitary Sewer: Whenever the use of a septic system is
to be discontinued because of a connection to the municipal or a private sewer
system, the Board of Health shall be notified of the application to DPW to connect
to the sewer prior to tie-in. The property owner shall apply to the Board of Health
to abandon the septic system and request an inspection of the septic tank after
abandonment. The following procedure shall be used to abandon a system:
1. A copy of the sewer connection permit shall be submitted to the Board of
Health.
2. Upon receipt of Board of Health approval to abandon, the septic tank shall
be pumped of its entire contents by a licensed septage hauler.
3. The tank shall be excavated and removed from the site, or the bottom of the
tank shall be opened or ruptured after being pumped of its contents so as to
prevent retainage of water and the tank shall be completely filled with clean
sand.
SECTION 4.00 ADMINISTRATION
4.01 Variance Procedures: When a variance to any part of this regulation is sought, a
letter requesting an appearance before the Board of Health should be submitted to
the Board of Health office with 3 plans of the proposed septic system design at
least seven (7) business days prior to the Board of Health meeting. If a design has
been previously reviewed and rejected for reasons other than the items for which a
variance is sought, those items not in compliance shall be addressed in the plan
g � p
Septic Regulations TOWN OF NORTH ANDOVER, MA
I
J +
submitted with the letter requesting a variance. No variances shall be given unless
the proposed plan has been reviewed prior to the Board of Health meeting. No
variances shall be given without a plan.
4.02 Severability: If any paragraph, sentence, clause, phrase, or word of this regulation
is declared invalid for any reason whatsoever, that decision shall not affect any
other portion of this regulation, which shall remain in full force and effect. To this
end the provisions of this regulation are declared severable.
I
PART B: SITING AND DESIGN OF SYSTEMS
i
SECTION 5.00 SITING OF SYSTEMS
i
5.01 General: The location and installation of each subsurface sewage disposal system,
or other means of disposal, shall be such that with responsible maintenance it will
function in a satisfactory manner and will not create a nuisance or discharge into
any watercourse of the Commonwealth. In determining a suitable location for the
systems, consideration shall be given to the size of the lot, slope, natural and
adjusted drainage, existing and known future water supplies, depth to groundwater,
presence of impervious material, soil classifications and reserve areas. The
subsurface sewage disposal system shall be fully contained within the lot proposed
to be served by the system (including any fill or excavation associated with the
system unless one of the requirements of Section 9.02 is met). No subsurface
disposal system shall be proposed within the buffer zone of a planned residential
developement unless a waiver from the Planning Board has previously been
obtained. No subsurface disposal system shall be constructed on any lot where a
well is proposed and wetlands exists unless there exists at least 3/4 acre of
contiguous buildable area and at least one acre total area. Any lot having wetlands
or other limiting factors such as buffer restrictions shall have at least 1/2 acre of
contiguous buildable land free of restrictions. No Building Permit shall be issued
until a representative of the Board of Health has:
a. witnessed Deep Observation Holes
b. witnessed Percolation Tests
C. received and reviewed site evaluation forms
d. performed a Site Inspection
e. approved proposed septic disposal design plans
Septic Regulations TOWN OF NORTH ANDOVER, MA
5.02 Distances: No subsurface sewage disposal system shall be located closer to the
components than the distances stated on the following table. Distances may be
increased where required by conditions specific to the location.
COMPONENTS SEPTIC LEACHING
TANK FACILITY
(FT) (FT)
Well or Suction Line 75 100 (l)
Deck, etc. on footings 5 10
Tributaries to Surface
water supplies 325 325
Wetlands bordering Surface
Water Supply or trib. (in
the Watershed) 150 150
Subsurface or Foundation
Drains(to surface water 50 (2) (3) 100 (1) (2) (3)
supplies)
Watercourses or Wetland
(131 Sec. 40 & Ch. 178 of
Code of North Andover) 75 (3) 100 (3)
Subsurface or Street
Drains 25 50
Foundation Drains 10 20 .
Interceptor Drains 25, 50
Leaching Catch Basin or Dry Well 20 25
Down Hill Slope 15
1. 100 feet is a minimum acceptable distance and no variance shall be granted
for a lesser distance.
2. All distances shall be measured from the average of the mean annual flood
elevation in inland areas and from Mean High Water in coastal areas.
3. The applicant should be aware of his obligation to comply with the
requirements of the Wetland Protection Act, M.G.L. C 131, S 40 and
Chapter 178 of the Code of North Andover.
4. All foundations shall be assumed to have a foundation drain unless
otherwise stated on the design plan.
Septic Regulations TOWN OF NORTH ANDOVER, MA
l
Y
5. In certain situations interceptor drains may be required to be installed
around the leaching facility.
5.03 Existing systems: No well, drainline or property line shall be constructed or
placed within the distances specified in Section 5.02 from the component of an
existing septic system.
5.04:,. Floor Evaluation: No cellar or basement floor of a building to be serviced by a
subsurface disposal system shall be constructed less than one (1) foot above the
maximum ground water elevation in that area.
SECTION 6.00 WATERSHED DISTRICT
6.01 General: Any lot that shall require the use of a subsurface sewage disposal system
and the location of such system is proposed wholly or partially in the Watershed
District as defined in this regulation and the Town of North Andover Zoning Bylaw
shall be subject to the following regulations pertaining to the subsurface sewage
disposal system.
6.02 Distances: No part of the leaching facility shall be less than 400 feet measured
horizontally to the mean high water mark of Lake Cochickewick and 325 feet to
any tributary to the lake. No leaching facility shall be less than 150 feet measured
horizontally to any open or subsurface drains, including foundation drains, and to
any wetland or watercourse or Lake Cochickewick.
6.03 Failed Systems: Existing dwellings with failed subsurface disposal systems shall
be connected to municipal sewer if the sewer is available to their property. If
municipal sewer is not available, then alternative technology shall be employed to
pre-treat effluent prior to discharge into the soil.
SECTION 7.00 FIELD OBSERVATION AND SOIL TESTING
7.01 General Considerations: Prior to testing, the front and sideline boundaries for
each lot shall be staked or marked. In field conditions warrant, the Board of Health
representative may require further delineation of lot boundaries. Soil testing shall
take place between March 1 st and November 20th, weather permitting.
After tests have been conducted and witnessed by the Board of Health, and within
60 days, a scaled plan (no smaller than F'- 60') shall be submitted with site
evaluation forms to the Board of Health showing the location of and identifying all.
tests (including aborted tests). Actual locations of Deep Observation Holes and
Septic Regulations TOWN OF NORTH ANDOVER, MA
Percolation Tests shall be provided on the design plan and the lot boundaries shall
be staked as in the method above before design approval is given.
7.02 Deep Observation Holes: The purpose of the Deep Holes is to determine the
character of the soil in the primary and reserve leaching areas and specifically to
determine the seasonal high ground water elevation and the presence of bedrock or
impervious material in the four feet of soil below the system as described in 310
CMR 15.102-103. The Deep Observation Holes shall be examined to a depth of at
least four feet below the bottom of the proposed leaching facility but in no case less
than ten feet, unless this depth is unattainable because of bedrock, etc. The seasonal
high ground water table shall be determined during the period specified in Section
2.01.
7.03.1 Number: There shall be at least two Deep Observation Holes on each lot for both
new construction and repairs, plus any additional number which, in the opinion of
the Board of Health will be necessary to determine the consistency (or lack thereof)
of the character of the soil in the areas to be used for primary and reserve leaching.
7.04 Filling: All Deep Observation Holes shall be filled before the end of the day and
not left open overnight.
7.05 Expiration: The results of the Deep Observation Holes shall expire two years from
the date conducted unless the Board of Health or its agent determines that the
existing soil logs are sufficiently comprehensive so as to not require additional
testing, and the site has not been 1
altered.
Retesting of expired results shall require a new testing fee pursuant to the current
fee schedule.
7.06 Percolation Tests: The purpose of the Percolation Test is to determine the
suitability of the soil at the leaching elevation and to a depth four feet below the
leaching elevation (five feet where the percolation rate is 2 minutes or less). In
cases where the soil varies with depth as indicated by the Deep Observation Holes
and soil logs, Percolation Tests at various elevations may be required by the Board
of Health representative or Soil Evaluator. All Percolation Tests shall be made in
the most restrictive parent soil material of the proposed leaching area as determined
by the Soil Evaluator with concurrence by the Board of Health representative.
7.07 Number: At least two Percolation Tests shall be required for each lot. This
includes repairs unless waived by the Board of Health representative in the field.
These tests at minimum shall be conducted in the area to be used for primary
leaching and in the reserve leaching area.
Septic Regulations TOWN OF NORTH ANDOVER, MA
a 3
7.08 Expiration and Location: The results of Percolation Tests shall not expire.
Percolation Tests should be marked clearly in the field so as to eliminate confusion
as to the location of such tests in the event such tests will be used for design at a
much later date. The Board of Health representative may require the area
previously tested to be reperced if there is some question as to the results, elevation
or location of previous tests.
PART C: DESIGN
SECTION 8.00 PLAN SPECIFICATIONS:
8.01 General: Three copies of all plans and specifications must be submitted to the
Board of Health for review. All plans must be stamped and signed by a
Massachusetts Registered Professional Engineer or Massachusetts Registered
Sanitarian. This stamp and signature shall serve as the certification that the plans
and specifications (including data complied in support thereof) reasonably
represent existing and proposed conditions and the plans and specifications have
been completed in accordance with local and state regulations.
8.02 Minimum Requirements: Plans and specifications will be accepted for review by
the Board of-Health only if the plans are complete and at least include the
following:
a. Lot Number, Street Name, Assessor's Map Number and Parcel Number.
b. A site plan drawn to a scale no smaller than J)'-40'
C. A profile of the disposal system drawn to an appropriate scale.
d. A section of the disposal system.
e. A layout plan of the leaching facility.
f. A locus plan.
g. Direction of North
h. Lot area and dimensions
i. Number of bedrooms, design calculations and calculations showing
required leaching area.
j. Names of abutters from recent tax map.
i
Septic Regulations TOWN OF NORTH ANDOVER, MA
k. Name and address of the record owner and applicant if different from the
owner.
1. Name and address of the designer
In. Date upon which plan was drawn and date of any revisions.
n. Accurate location & elevation of Deep Observation Holes and Percolation
Tests (including aborted tests) along with logs. Location & Elevations of
soil tests shall be determined by an actual field survey.
o. Location and dimensions of disposal system including reserve area
P. Location and dimensions of dwellings or buildings
q. Existing and proposed contours at two foot contour intervals of the disposal
area with reference to a fixed benchmark located on the lot within 75 feet of
the leaching area.
r. Existing detail (streams, open and subsurface drains, wetlands, wells, stone
walls, etc.) within 150 feet of the disposal system, whether on the lot or on
adjoining lots. (In the Lake Cochichewick Watershed this distance shall be
400 feet.)
S. Disclaimer stating "No wetland or watercourse exists within 100 feet from
the leaching facility or reserve area'.
t. Location and elevation of proposed driveway to serve building.
U. Location of water line and gas line to serve building on lot.
V. Profile of disposal system with elevations of top of foundation, basement
floor, building sewer, septic tank, distribution box inlet and outlets,
beginning and end of distribution lines, existing and final grades and other
elevations where changes in grade occur drawn to scale.
W. Cross section of leaching facility showing at least two segments of the soil
absorption system when trenches are proposed.
X. Where a pump is required, details must include dosing tank dimensions,
H.W.L. and L.W.L. together with pump details and specifications. All
pumping systems must be equipped with check valve, bleeder hole, alarm
and manual operating switch.
Y. Location and elevation of foundation drain.
i
Sept c Regulations TOWN OF NORTH ANDOVER, MA
y.y. Location, elevation and details of interceptor drains (where applicable).
Z. Limits of the topsoil and subsoil excavation detailed on site plans.
zz. List of all variances sought in conjunction with the plan.
8.03 Distances: Drawings shall show the following distances:
a. From septic tank, leaching and reserve areas to subsurface, interceptor and
foundation drains, and catch basins.
b. From septic tank, leaching and reserve areas to property line and dwelling.
C. From septic tank, leaching and reserve areas to wells or edge of watercourse
or wetland.
8.04 Benchmark: The drawings shall also show the following:
a. A fixed benchmark located on the lot within 75 feet of the disposal system,
not subject to dislocation or removal during construction. If a spike in a tree
is used, the height of the spike from the ground surface shall be noted in the
description of the benchmark on the plan.
b. Seasonal highwater table elevation referenced to the above fixed
benchmark. The slope of the existing topography along with the results of
the Deep Observation Holes should be taken into consideration in the
determination of the seasonal high water table. No part of the leaching
facility shall be closer than 4 feet to the seasonal high water table (5 feet in
soils 2 minutes per inch or less.)
C. Any interceptor drains required to divert surface water away from leaching
facilities.
8.05 As-Built: Before final approval of the subsurface sewage disposal system is
granted, an as-built plan shall be submitted to the Board of Health drawn to the
same scale as the proposed design. This plan shall show as a minimum:,
a. Lot lines and location of dwellings (including ties to lot lines) on the lot
from foundation plan or certified plot plan.
b. Dimension of system with ties to lot lines and existing dwelling.
Septic Regulations TOWN OF NORTH ANDOVER, MA
C. Location of disposal system with relation to deep holes and percolation
tests.
d. Elevations of disposal system including top of foundation elevation.
e. Location of any wells, drains or watercourses within 150 feet of the disposal
system and the relative distances to the disposal system shown.
f. Lot number and location.
g. Location of water, gas and electric lines and any other subsurface utility
lines.
h. Distances from the corners of the house to the center of the tank and
distribution box.
i. The As-built Plan shall be prepared by a Massachusetts Registered
Professional Engineer, Massachusetts Registered Sanitarian or
Massachusetts Registered Land Surveyor.
SECTION 9.00: GENERAL DESIGN REQUIREMENTS
9.01 Size: The minimum size subsurface sewage disposal system for new construction
shall in no case be less than the following:
1. a minimum of a 900 sq.ft. leaching bed
2. a minimum of two (2) leaching g
trenches having a minimum area of 500
square feet shallow seepage pits (13'x 16')
3. a minimum of two (2) shalllow seepage pits at least(13'X 16w)
4. For a single family dwelling: A minimum capacity to accommodate an
average daily flow of 440 gallons.
9.02 Construction in Fill: See 310 CMR 15.255
The excavation of topsoil, subsoil, and other impervious materials shall extend at
least 6 inches into the natural pervious material. This should be noted on all design
plans.
I
Septic Regulations TOWN OF NORTH ANDOVER, MA
All fill material utilized to comply with these regulations shall be fully contained
within the lot to be served by the disposal system or as in the case of one of the
following:
A Shared System which meets all criteria of 310 CMR 15.290.
A Subsurface Sewage Disposal System Which ReQuires Excavation and/or Fill on
Abutting Lots of Continuous Ownership: Plans shall show the fill required, the
limit of excavation on abutting lots and the following note, "Owner of abutting lots
shall provide construction easements to accommodate fill and excavation for this
disposal system where necessary". Plans of abutting lots on which fill and
excavation is to be conducted, shall show the continuation of fill and the limit of
excavation for the disposal system which requires such construction and be
accompanied by the following note, "Owner shall provide construction easements
to accommodate fill and excavation from the disposal system(s) of abutting lots
where necessary".
A Subsurface Sewage Disposal System Which Requires.Excavation and/or Fill on
Abutting Lots of Non-Continuous Ownership: Plans shall show the fill required,
the limit of excavation on abutting lots. Accompanied with the plan the applicant
shall submit to the Board of Health written proof of a permanent construction
easement located on the abutting lot(s). Such an easement shall be shown on the
disposal system plan with appropriate distances shown.
A copy of all easements required under this section shall be submitted to the Board
of Health prior to final plan approval. Evidence of recording at the Registry of
Deeds shall also be submitted.
Retaining walls used to make breakout according to 310 CMR 15.255(2) shall be
reinforced poured concrete.
9.03 Multiple Use: The use of a subsurface sewage disposal system by more than one
lot shall follow requirements of 310 CMR 15.290 through 15.293.
9.04 Reserve Area: A reserve area of at least equal capacity, suitable for subsurface
sewage disposal and upon which no permanent structure will be constructed, shall
be provided for all subsurface sewage disposal systems, including repairs. This
reserve area shall be located in such a manner that it may be available for
construction of a new leaching facility and shall be separated by at least 4 feet from
the active leaching area. When reserve areas are proposed in locations at different
elevations than active leaching facilities, the designer shall indicate on the plans the
proposed elevations of the inverts of the lines and the bottom of the system to be
installed in the reserve areas at a later date. The septic tank should be proposed at
an elevation to accommodate both the active or reserve leaching facilities. No part
of the active or reserve leaching facilities shall be less than four feet to the seasonal
Septic Regulations TOWN OF NORTH ANDOVER, MA
a
high water table or impervious material (five feet when percolation rate is two
minutes per inch or less).
9.05 Flood Hazard Avoidance: New or replacement sanitary sewage systems shall be
designed to minimize or eliminate infiltration of flood waters into such systems or
discharges from the systems into flood waters in the event of flooding to the Base
Flood Elevation. The bottom elevation of the leaching facility shall be a minimum
of one foot above the Base Flood Elevation.
Septic Regulations TOWN OF NORTH ANDOVER, MA
i
PART D CONSTRUCTION
SECTION 10.00 GENERAL CONSTRUCTION REQUIREMENTS
10.01 Pipe: All piping shall be a minimum of Schedule 40 PVC.
SECTION 11.00 BUILDING SEWERS IN UNSEWERED AREAS
11.01 Distances: The minimum distance between the building sewer and a water
supply line shall be ten feet. The minimum distance of a building sewer from a
private well shall be at least fifty feet.
11.02 Material: The building sewer shall be constructed completely of cast-iron or
schedule 40 P.V.C. with watertight joints.
11.10 Compliance: All building sewers shall be constructed in accordance with the State
Plumbing Code, 248 CMR 2.00.
SECTION 12.00 DOSING CHAMBERS AND PUMPS
12.01 General: All pumping systems must be equipped with a check valve, bleeder
hole, alarm on a separate circuit and a manual operating switch.
SECTION 13.00 SOIL ABSORPTION SYSTEMS
13.01 Minimum design: All soil absorption systems designed to
serve a single dwelling shall be designed to serve a minimum of four bedrooms
unless a waiver by the Board of Health permitting a deed restriction limiting use to
three bedrooms is granted for sites where the larger system cannot be installed.
13.02 Vehicular traffic: No driveway, parking or turning area or other impervious area
shall be located above a soil absorption system.
13.03 Cover Material: The soilY
laced as backfill over the system shall be a minimum of
p
nine inches excluding topsoil soil which shall be a minimum of three inches, in
lifts and sufficiently compacted to prevent depressions due to settling which may
intercept or collect surface water runoff above the system.
Backfill material shall be clean and free of stones greater than six inches in size.
Tailings, clay or similar materials are prohibited.
Septic Regulations TOWN OF NORTH ANDOVER, MA
J t ry
SECTION 14.00 LEACHING TRENCHES
14.01 Spacing: When more than one leaching trench is installed, the distance between
sidewalls shall be no less than three times the effective width or three times the
effective depth of the trench, whichever is greater. In no case, shall the distance
between excavation sidewalls be less than 6 feet. In no case, shall the distance
between excavation sidewalls be less than 10 feet for trenches designed to be in fill,
or when the reserve area is proposed between the active trenches.
14.02 Impervious Material: Excavations into or fill upon impervious material shall not
be allowed. Excavations through impervious material may be allowed if at least 4
feet of naturally occurring pervious material, as determined by a soil evaluation and
a percolation test, remains beneath the lowest point of excavation,
14.03 Sloping Ground: See 310 CMR 15.251(3) and 15.246(1). In situations where there
is more than a foot difference in elevation between adjacent trenches or trenches
are designed to be in fill, there shall be at least 10 feet between excavation
sidewalls of each trenches.
For systems proposed in an area where the existing grade has a slope of 10% or
greater and top and subsoil removal is required, the excavation shall remove all
topsoil, subsoil and any additional parent material so that the bottom of excavation
is level. The bottom shall not be made level by the cutting and filling of the parent
material.
14.04 Piping: All piping shall have a minimum diameter of 4 inches, except when
trenches areart of a dosed system, and shall be schedule 40 P.V.C. orequal.
P Y �
SECTION 15.00 LEACHING FIELDS
15.01 Construction:
(1) The ends of the distribution lines shall be tied together with solid pipe.
15.02 Pi in : All piping shall be schedule 40 PVC.
PART E TRANSPORTATION AND DISPOSAL OF SANITARY SEWAGE
SECTION 16.00 REQUIREMENTS
16.01 Permits: See 310 CMR 15.502(1, 2, 3)
16.02 Fees: An annual fee shall be charged for each truck operating within the Town
pursuant to the current fee schedule.
Septic Regulations TOWN OF NORTH ANDOVER, MA
16.03 Transfer of Septage: Transfer of septage from one truck or tanker to another for
transport except in cases of emergency shall be prohibited.
16.04 Equipment: No person or firm shall use equipment to remove or transport the
contents of privies, cesspools, septic tanks or tight tanks unless such equipment has
first been inspected and approved by the Board of Health. Inspections shall take place
annually in the fall prior to licensing, unless new or additional equipment is added
before this period. Also see 310 CMR 15.505 (2,3,4,5)
f PART F Title V System Inspectors
Y P
17.00 Title V System Inspector License: No person shall conduct a System Inspection
in the Town of North Andover without first obtaining a license with the Board of
Health. To be eligible to obtain the license the applicant must first be certified by
the MA Department of Environmental Protection (MA DEP). Inspections
performed by inspectors not licensed by the North Andover Board of Health will
not be accepted. A nonrefundable fee for annual licensure shall be paid to the Town
pursuant to the current fee schedule.
17.01 Application for licensing shall include a copy of the MA DEP's System Inspector
certification or equivalent documentation.
17.02 There will be a fee for each Title 5 inspection submitted to the Health Department
by a system inspector licensed by the town. The amount of the fee shall be pursuant
to the current fee schedule.
17.03 All Title 5 inspection submittals must be completed and submitted in accordance
with MA DEP 310 CMR 15.301(10)
17.04 A Title 5 system inspection is required when an addition or renovation to an
existing building, excluding decks and screened in porches, is proposed that
increases the footprint of the building and requires a building permit from the
building inspector. The inspection requirement shall be waived if a Certificate of
Compliance was issued or a Title 5 System Inspection was completed within the
previous 5 years or if the system is under an operation and maintenance contract.
17.05 Any Title V inspection that identifies the septic tank, pump tank or distribution box
at an elevation of greater than 36 inches below grade, without an access riser, shall
have a riser and cover installed within 9 inches to grade,by a N. Andover licensed
installer.
17.06 Any septic system that conditionally passes a Title 5 inspection due to a component
failure, which has resulted in the leaching area having not received usual effluent
flow, is required to have a second inspection conducted 6 months later. A MA
licensed septic inspector must conduct this inspection and a proper report must be
submitted to the Health Department.
17.07 Inspector License Revocation: The Board of Health may suspend or revoke for
cause any license as stated in 3.02 License Revocation of this regulation.
Septic Regulations TOWN OF NORTH ANDOVER, MA
An advertised public hearing was held by the North Andover Board of Health on October
27, 2005. These revised regulations were adopted at a subsequent meeting on December
15, 2005, and are effective upon signature of Board of Health members.
i
BOMW OIFYIE,4L
Signature On Tire 12/15/05
ThomasA. Trow&dge, Chairnman Date
Signature On FiCe 12/15/05
Jonathan Markey, Wem6er Date
Signature On Me 12/15/05
CheryCBarmak Wem6er (Date
i
Septic Regulations TOWN OF NORTH ANDOVER, MA
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API.- OVED WPE PROVIDED DISAPPROVED DATE TIME REASON
Title 5
Reg. 2. 5 Fail OK T submitted plan must show as a minumum:
(a) the lot to be served (area,dimensions ,lot //,abutters)
(Planning Board files)
(b - location and log of deep observation holes-distance
to ties
(c) location and results of percolation tests-distance
to ties
(d) design calculations & calculations showing required
leaching area
(e) location and dimensions sf system (including reserve
area)
existing and proposed contours
g location of any wet areas within 100' of the sewage
disposal system of- disclaimer (check wetlands mapping)
(h) surface and subsurface drains within 100' of sewage
disposal system or disclaimer
(i) location of any drainage easements within 100' of
sewage disposal system or disclaimer (planning board
files)
(j ). known sources of ,rater- supply __within- -200'--- of sewage
disposal system or disclaimer
(k) location of any proposed well to serve the lot (100'
from leaching facility)
(1) location of water lines on property (10' from. leaching
facilities)
m) location of benchmark
n) driveways
"o) garbage disposers
p) no PVC is to be used in construction
(q) a profile of the system (elevations of basement , plumbe
pipe septic tank, distribution box inlets and outle- s,
distribution field piping and any other elevations)
(r,)- maximum ground water elevation in area of sewage dispot
system
(s) plan must be prepared by a Professional Engineer or
other professional authorized by law to prepare such
plans
e tic Tanks
Reg. 6 , (a) Capacities - 150% of flow, water table , tees , depth
of tees , access, pumping,
b Cleanout
c) 10' from cellar wall or inground swimming pool
(d) 25' from subsurface drains
North Andover Subsurface dis)osal system check list Page 2 _--
?ail OK Distribution Boxes
Rcog.10.2 �� Slope greater than 0.08
Reg.10.4 (b� " Sump
Leaching Pits
Leaching pits are p erred where the installation is
possible
Reg.11 .2 (a) Calcul- tions of leaching area (minimum 500 S.F. )
Reg.11 .4 b Spading
Reg.11 .1 c Surface drainage 2%
Reg.11 .11 dCover material
2',�2'r¢" plash pc d \
Ire e or el o.a (q) .{t, „ �,, p ,u ... f-t
Leaching Fields `J
Reg.15.1 /(ate NloGreater than 20 minutes/inch
Reg.15.1 )� Area (minimum_.900 S.F.)
Reg.15.4 /(-c) Construction of field
Reg.15.8Surface drainage 2%
Reg. 3.7 (e� 20' from- cellar wall or inground swimming pool
Leaching Trenches
Reg.14.1 (a Calculations of leaching area (min. 500 S.F.)
Reg.14.3 (b Spacing (4 ft. in. 6 ft. with reserve between)
Reg.14.4 (c Dimensi
14.5 -
Reg:14.6 - (d C nstruction
Reg.14.7 (e5/Stone
Reg.14.1 Xfc) Surface drainage 2%
Downhill Slop.e�'
(a) S1 - e y/x to be shown
(b) /x X 150 = to be shown
Pump a
Reg. 9.1 (a) �o val
Reg. 9.6 (b)Ap by power
PAGE II STEWART'S SEPTIC TANK SERVICE (CONT'D)
04-22-96 A 31 STONE CLEAVE ROAD 1,800
201 BRADFORD STREET 11000
04-23-96 585 BOXFORD STREET 1,500 HEAVY
A 175 GREAT POND ROAD 2,000
04-24-96 1615 OSGOOD STREET 500 FLOODED
A T22 OLYMPIC LANE 1,500
A 1116 SALEM STREET 750
04-25-96 A 75 FORREST STREET 11000
04-26-96 550 BOSTON STREET 2,000 2-1,000 TANKS
04-27-96 A 1015 JOHNSON STREET 11000
175 FOREST STREET 11000
350 SHARPNER'S POND ROAD 1,500
04-29-96 A 18 STEVENS STREET 1,250
A 100 FOREST STREET 1,500
A 82 PADDOCK LANE 1,500
04-30-96 A 133 SUMMER STREET 11000
A 347 HILLSIDE ROAD 11000
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