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Parcel ID:210/106.A-0064-0000.0 Community: North Andover
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Summary
Residence L Available
Detached Structure
Condo
Commercial
Comparable Sales
Location: 47 BOXFORD STREET
Owner Name: SULLIVAN,PETER J
MARY E SULLIVAN
Owner Address: 47 BOXFORD STREET
City:NORTH ANDOVER State:MA ZIP: 01845
Neighborhood: 5-5 Land Area: 1.07 acres
Use Code: 101 -SNGL-FAM-RES Total Finished Area: 2424 sqft
ASSESSMENTS CURRENT YEAR PREVIOUS YEAR
Total Value: 421,500 394,700
Building Value: 213,200 212,300
Land Value: 208,300 182,400
Market Land Value:208,300
Chapter Land Value:
LATEST SALE
Sale Price: 161,500 Sale Date:08/21/1991
Arms Length Sale Code: Y-YES-VALID Grantor: SNYDER,JOHN M
Cert Doc: Book: 03305 Page: 0181
http://csc-ma.us/NandoverPubAcc/jsp/Home.jsp?Page=3&LinkId=990821 6/29/2007 /�
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NEw IENG� IENGINEEPJNG SERVICES, INC.
1600 Osgood Street
Building 20 Suite 2-64
North Andover, MA 01845
"Ilei: (978) 686-1768 • Fax: (978) 327-6138
www.neengineeringinc.com
July 3,2007
Project# 1405
Ms. Susan Sawyer
North Andover Board of Health
1600 Osgood Street
No. Andover,MA 01845
Re: 47 Boxford Street,No Andover
Local Upgrade Approval Request
Dear Ms. Sawyer,
The purpose of this letter is to request that the above referenced property be included in
the upcoming Board of Health meeting agenda to discuss the following Local upgrade
approval request:
Local Upgrade Approvals Required:
1. Allow a system be designed for 3 bedrooms with a deed restriction in lieu of a 4
bedroom design required by North Andover Health bylaw.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
y
�-7
Benjamin C. Osgood,Jr. P.E.
President
Commonwealth of Massachusetts
City/Town of No. Andover
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
15.404(1), is not feasible.
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 15.415.
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
Important:
When filling out 1. Facility Name and Address:
forms on the
computer, use Peter Sullivan
only the tab key Name
to move your 47 Boxford Street
cursor-do not
use the return Street Address
key. No Andover MA 01845
City/Town State Zip Code
rab
2. Owner Name and Address(if different from above):
Same as Above
Name Street Address
Citylrown State
Zip Code Telephone Number
3. Type of Facility (check all that apply):
® Residential ❑ Institutional ❑ Commercial ❑ School
4. Describe Facility:
Single Family Dwelling
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) ® Conventional ❑ Other(describe below):
6. Type of soil absorption system (trenches, chambers, leach field, pits, etc):
Leach Field
Form 9A Application for Local Upgrade Approval revised.doc•rev. Application for Local Upgrade Approval*Page 1 of 4
Commonwealth of Massachusetts
City/Town of No. Andover
Form 9A - Application for Local Upgrade Approval
s 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)
7. Design Flow per 310 CMR 15.203:
Design flow of existing system: 330
gpd
Design flow of proposed upgraded system 330
gpd
Design flow of facility: 330
gpd
B. Proposed Upgrade of System
1. Proposed upgrade is(check one):
❑ voluntary ❑ Required by order, letter, etc. (attach copy)
® Required following inspection pursuant to 310 CMR 15.301: Unknown
date of inspection
2. Describe the proposed upgrade to the system:
Replace leach field and system components
3. Local Upgrade Approval is requested for(check all that apply):
® Reduction in setback(s)—describe reductions:
Please See Attachment
❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction
® Reduction in separation between the SAS and high groundwater:
Separation reduction 1
ft.
Percolation rate 15 min per inch
min./inch
Depth to groundwater 4
ft.
Form 9A Application for Local Upgrade Approval revised.doc•rev. Application for Local Upgrade Approval* Page 2 of 4
I
Form 9A—Application for Local Upgrade Approval
(continued)
Reduction in setback(s):
1. Reduction in offset distance between a septic tank and foundation wall from 10
feet required by Title 5, Section 15.211(1)to 5 feet.
2. Reduction in offset distance between a leach field and a foundation wall from 20
feet required by Title 5, Section 15.211(1)to 15 feet.
3. Reduction in offset distance between a leach field and a property line from 10 feet
required by Title 5, Section 15.212(b)to 4 feet.
I
Commonwealth of Massachusetts
Cityfrown of No. Andover
Form 9A - Application for Local Upgrade Approval
w� 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):
❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater
❑ Use of only one deep hole in proposed disposal area
F Use of a sieve analysis as a substitute for a perc test
❑ 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)(h)(1). The soil evaluator must be a
member or agent of the local approving authority.
High groundwater evaluation determined by:
Randy Burley 6/28/07
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:
No other location on the lot
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible:
N/A
Form 9A Application for Local Upgrade Approval revised.doc•rev. Application for Local Upgrade Approval*Page 3 of 4
Commonwealth of Massachusetts
NOMW City/Town of No. Andover
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:
No other adjacent is available
4. Connection to a public sewer is not feasible:
Public sewer is not available in the area.
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."
Facili Owner's Signature V Date
Benjamin C. Osgood Jr. P.E. (Agent for Owner)
Print Name
New England Engineering Services, Inc.
Date
1600 Osgood Streeet No. Andover, MA
Preparer's address City/Town
01845 (978)686-1768
State/ZIP Code Telephone
Form 9A Application for Local Upgrade Approval revised.doc•rev. Application for Local Upgrade Approval* Page 4 of 4
Commonwealth of Massachu$etts
- City/Town of J\)o r'rH f
= Form 11 - Soil Suitability Assessment for ®n-Site Sewage Disposal
DEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the information must
be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use.
A. Facility Information
1. Facility InformationJ
�IefQr Su 1 I�da
Owner Name �1 -(� r� S� Map/Lot 100.7 6�
Street Address A 4y\ A1C it Dl ya `
1, oyeP /�� 4`�----
City/Town State Zip Code
B. Site Information
1. (Check one) New Construction ❑ Upgrade ❑ Repair g ��--
?. Published Soil Survey available? Yes � No El If yes: 11 8I l' 0�r8��
Yearr/Published Publication Scale Soil Map Unit
A'%nc�C�e.j jbawt•� sAvld mer fih
Soil Name Soil limitations
3. Surficial Geological Report available? Yes ❑ No K_ If yes: --------
Year Published Publication Scale Map Unit
Geologic Material Landform
4. Flood Rate Insurance Map:
Above the 500 year flood boundary? Yes P< No ❑ Within the 100 year flood boundary? Yes ❑ No ❑
Within the 500 year flood boundary? Yes ❑ No ❑ Within a Velocity Zone? Yes ❑ No ❑
ti. Wetland Area: National Wetland Inventory Map
Map Unit Name
Wetlands Conservancy Program Map
Map Unit Name
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal • Page 1 of 7
\ Commonwealth of Massachu etts
City/Town of f�at-�� A=er
- = Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
6. Current Water Resource Conditions (USGS) a c?UO Range: Above Normal 4N� Normal ❑
Below Normal ❑
Month/Year
7. Other references reviewed:
C. On-Site Review (minimum of two holes required at every proposed disposal area)
Deep Observation Hole Number: -T�?V _ 6 11X06 ��c�rcas� 8Sa
Date Time Weather
1. Location
Ground Elevation at Surface of Hole
Location (Identify on Plan ) �rOi1� yok4
2. Land Use: Re 51'' P
r o�(e. slo e
g.woodland, agricultural field,vacant lot,etc.) Surface Stones p ( )
r s
a ` Q
S �
Vegetation Landform Poston 6n landscap
(attach sheet)
3. Distances from: Open Water Body 180 Drainage Way 2-oa Possible Wet Area 206
feet feet feet
Property Line IQ Drinking Water Well 1101 Other
feet feet
4. Parent Material: PICO Q hU 5j� Unsuitable Materials Present: Yes ❑ No '
Ili
If Yes: Disturbed Soil❑ Fill Material❑ Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock❑
5. Groundwater Observed: Yes ❑ No ®'
If Yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: i"i rpOj:�
161, 01
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Page 2 of 7
I
Y t
\ Commonwealth of Massachusetts
City/Town of �Jor4l� AkL)er
Form 11 - Soil Suitability Assessment for ®n-Site Sewage Disposal
inches elevation
Deep Observation Hole Number- Tp9
Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil
Horizon/ Color-Moist (mottles) Texture % by Volume Consistence Other
Depth Layer (Munsell) (USDA) (Moist)
(I n.) Depth Color Percent Gravel Cobbles
&Stones
0-r9-9
010(-Sq Caw lDYR
b r
5-4—tto L S 15 % 2c>010
J
Additional Notes o .sII ELIha fedDx A t>rvec�
--
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal • Page 3 of 7
Commonwealth of Massactier
setts
- City/Town of A).4 ,�
Foran I I - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Cont.)
Deep Observation Hole Number: 7P
ri mei`t
oo Weather
rost 85'
Date
1. Location
Ground Elevation at Surface of Hole ��•�a
Location (Identify on Plan \44
2. Land Use: PS��put�a 9 rface Stones Slope
(e.g.woodland,agricultural field,vacant lot,etc.) �—,
v+�vasl. �C��n
i ,� S �
Vegetation Landform Position on landscape fattah sheet)
3. Distances from: Open Water Body i doe Drainage Way 3-OD. _ Possible Wet Area VC)
feet feet feet
Property Line U Drinking Water Well la3 Other
feet feet
4. Parent Material: (Qq��iG6a� ��� -�►45� Unsuitable Materials Present: Yes ❑ No ?S:-
If Yes: Disturbed Soil❑ Fill Material❑ Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock❑
5. Groundwater Observed: Yes ❑ No
If Yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: .�
inches elevation
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal • Page 4 of 7
Commonwealth of Massach setts
_ City/Town of JJoS��n
Form 11 - Soil Suitability Assessment for On
Sewage Disposal
Deep Observation Hole Number: 1-Pck
SoilSoil
Soil Soil Matrix: Redoximorphic Features Soil Texture Coarse VoFralume
me is Structure Consistence Other
Horizon/ Color-Moist (mottles) (Moist)
Depth Layer (Munsell) (USDA)
(In,) Depth Color Percent Gravel Cobbles
&Stones
a(4-,S-y y�b SL
Sha I o2SY 6�b (ter L-5
Additional Notes ;Rums 4,
e o ,pryerf
E S 1} c,-w cam{ ('oats
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Page 5 of 7
Commonwealth of Massachusetts
City/Town of )k)arJirt\ Avdc,%,er
Form °I 1 - Soil Suitability Assessment for ®n-Site Sewage Disposal
D. Determination of High Groundwater Elevation
1. Method used: ❑ Depth observed standing water in observation hole A. inches B inches
❑ Depth weeping from side of observation hole A. inches B inches
❑- Depth to inches inches
❑ Groundwater adjustment (USGS methodology) A. B.
inches inches
2. Index Well Number Reading Date Index Well Level
Adjustment Factor Adjusted Groundwater Level
E. Depth of Pervious Material
1. Depth of Naturally Occurring Pervious Material
a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the
soil absorption system? Yes pSt No❑ 5 Lf CTp l 1 1/0 (TP 1\>
b. If yes, at what depth was it observed? Upper boundary: S14TPd) Lower boundary: 16achess (TP1�
inches
F. Certification
I certify that I have passed the soil evaluator examination`approved by the Department of Environmental Protection and that the above
analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017.
3107
Siigrnya-ture of Soil E IV
uator Date n '
1 \O11n �Pelor Ov. ��O��O�
'Date oo
Typed or Printed Name of Soil Evaluator f Soil Evaluator Exam
nuator
ALr
Name of Bolard of Health Witness Board of Health
Note: This form must be submitted to the approving authority with Percolation Test Form 12
DEP Form 11 Soil Suitability Assessment for on-Site Sewage Disposal • Page 6 of 7
Commonwealt of Massa husetts
City/Town of Aa4� vlover
Form 11 - Soil Suitability Assessment for ®n-Site Sewage [disposal
Use this sheet for field diagrams: See P
DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 7 of 7
Commonwealth of Massachusetts
City/Town of
Percolation Test
Form 12
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important:
When filing out A. Site Information
forms on the
computer,use Peter Sullivan
only the tab key Owner Name
to move your 47 Boxford Street
cursor-do not Street Address or Lot#
use the return
key. North Andover MA 01845
City/Town State Zip Code
978-686-1768
Contact Person(if different from Owner) Telephone Number
B. Test Results
6-28-07 12:00
Date Time Date Time
Observation Hole# PT1
Depth of Perc 52'/20"
Start Pre-Soak 12:00
End Pre-Soak
Time at 12"
Time at 9"
Time at 6" 25 gallons
Time(9"-6") <15 minutes
Rate (Min./Inch)
< 2 min per inch
Test Passed: ® Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
Thomas Hector
Test Performed By:
Randy Burley, Mill River Consultants
Witnessed By:
Comments:
t5form12.doc•06/03 Perc Test•Page 1 of 1
Commonwealth of Massachusetts
City/Town of
Percolation Test
Form 12
' M
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here. Before using this form, check with
the local Board of Health to determine the form they use.
Important:
When filling out A. Site Information
forms on the
computer,use Peter Sullivan
only the tab key Owner Name
to move your 47 Boxford Street
cursor-do not Street Address or Lot#
use the return
key. North Andover MA 01845
Cityfrown State Zip Code
978-686-1768
Contact Person(if different from Owner) Telephone Number
B. Test Results
6-28-07 12:00
Date Time Date Time
Observation Hole# PT1
Depth of Perc 52"/20"
Start Pre-Soak 12:00
End Pre-Soak
Time at 12"
Time at 9"
Time at 6" 25 gallons
Time(9"-6")
<15 minutes
Rate (Min./Inch)
<2 min per inch
Test Passed: ® Test Passed: ❑
Test Failed: ❑ Test Failed: ❑
Thomas Hector
Test Performed By:
Randy Burley, Mill River Consultants
Witnessed By:
Comments:
t5form12.doc•06/03 Perc Test•Page 1 of 1
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�SSAC HUS��
PUBLIC HEALTH DEPARTMENT
Community Development Division
Date: May 8, 2006
Address: 47 Boxford Street
Re: Application for: addition
Dear: Mr. And Mrs. Sullivan,
Your application for a deck at has been reviewed by the Health Department. The application
was denied on, May 8,2007 for the following reasons:
1. x Missing information
2. x Passing Title 5 inspection of septic system required
3. ❑ Location of structure not acceptable
4. ❑ Undersized septic system
To address the problem(s):
If#1 is checked, please supply:
a. Floor plan of existing and proposed addition—all rooms
b. Certified plot plan showing house, septic system and proposed project in scale
H#2 is checked:
a. Have the septic system inspected by a certified Title 5 inspector to determine
whether it is operating properly: OR
b. Tie-in to municipal sewer
If#3 is checked:
a. Relocate the project
If#4 is checked:
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
1
I+
a. Provide additional information proving that the existing septic system meets
current capacity requirements. Please consult an engineer to determine the flow
capacity of the septic system.
Please feel free to call the Health Office at 978-688-9540 with any questions you may have.
Sincerely,
u Sawyer,Public Hd@th Dir r
Cc: Building Department
File
1600 Osgood Street, North Andover, Massachusetts 01845
Rhone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
TOWN OF NORTH ANDOVER
Office of COM MUNI TYDEVELOPMENT AND SERVICES
F� •; . °gip
HEALTH DEPARTMENT
16000SGOOD STREET; BUILDING 20; SUITE 2-36
NORTH ANDOVER, MASSACHUSETTS 01845
sSNGHUSE
Susan Y. Sawyer, REHS, RS 978.688.9540 _Phone
Public Health Director 978.688.8476 _FAX
heal thdept dtownof northandover.com
www.townofnorthandover.ccii, RECEIVED
APPL I CA`TI ON FOR SOI L TESTS
DATE-.— 1pMAP& PARCEL: JUN 13 2007
II��•� ,JF NORTH
LOCATION OF SOIL TESTS. �I / U TOWN
HEALTH DEPARTM ANDOVER
OWNER: r e l e r &L I[( ya✓o Contact#. 179" –125-RW—_
APPLICANT: SW>- Contact#.
ADDRESS: �,� f (�
ENGINEER: lnI('Ifn10 C'D woc �r •ILContact#. q /-7ab-6Ro-17(e�
CERTIFIED SOIL EVALUATOR:
Intended Use of Land: Residential Subdivision SingleFamily Home Commercial
IsThis: Repair Testing: t, Undeveloped Lot Testing: Upgradefor Addit' n:
Inthe LakeCochichewickWatershed? Yes No
THE FOLLOWING MUST BE INCLUDED WITH THISFORM
Proof of land ownership(Ta(bill,or letter from owner permitting test)
➢ 8.5_x 11 Plot plan& Location of Testing(please indicate test pit sites on the plan)
Fee of$425.00 per lot for new construction. Thiscoverstheminimum two deep holes and
two percolation testsrequired for each disposal area. Feeof$360.00 per lot for repairsor upgrades.
GENERAL INFORMATION
➢ Only Certified Soil Evaluators may perform deep hole i nspecti ons.
➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans.
➢ At least two deep holes and two percolation tests are required for each septic system disposal area
➢ Repairs require at least two deep holes and at least one percolation test, at the discreti on of the BOH
representative.
➢ Full payment will be required for all additional testswithin twoweeksof testing.
➢ Within 45 days of testing, a sc it ed plan(no smal I er than 1=100 shall be submitted to the Board of Health
showing the location of all tests(including aborted tests).
➢ Within 60 days of testing soil evaluation formsshall besubmitted.
Please Do Not Write BelowThisLine
N.A. Conservation Commission Approval Date.
Signature of Conservation Agent:
Date back to Health Department: (stamp in):
12 5' 1501,511
22
�Z
23 11
4 6
24 � 2
l
6 25 113
114 0 200,
Ln 2�g 151
ci 182' 1-7 0 123
1
14914 133' 138 168 1
67 17 � 1
16 18 17
O55�QC 15 70 0 100 ac
6613 69 c
06 6B Q
0� V S 12
SQc 1.745ac
/� 11
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6 3 10
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629 4 56
7 Y,�
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zt Bac 5 46
0 61
4Sac 6 j g 5 c 1 4a� 126 0,512a 0 g0
7 v C 112 a 1 100, a c,
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60 5 9 cn 133 a 12g 12g,
t'ok BOARD OF HEATTH
3 �" TOWN OF NOFL'H ANLOVEli p MASS.
7�o �,Q�17" 1
� s
tc
faof 17���0'L
1. NAME . : `. DATE
. c / �' ••
2. ADDRESS . �. �. . LOT N0. !" A TELA'.
3. N0. OF BEDROOPlS . DEN YES , ^`�. N0. . . . .
!r. GARBAGE GRINDER. YES . . . . . NO.
5. SHOW DI,+,ENS IONS OF HOUSE
b. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES
7. SHOW DIhENSIOlZ OF LOT
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM
10. SHOW LOCATION OF BROOKS, STREAKS, DITCHES, LEDGE OUTCROP, ETC.
11., SHOVE DISTANCE OF SEPTIC TANK OR CESSPOOL FROT4 HOUSE
NOTE: LOCAL REGULAT IOAB SHOULD BE READ CAREFULLY.
rt
f _
' MORTGAGE PLOT PLAN
47 BOXFORD STREET
NORTH ANDOVER, MASSACHUSETTS
SCALE: 1" = 40'
OCTOBER 18, 1983
s7o �T
3Q • ��5•o0 0
o
All
�.� i✓.. ' Z �y�FAY
N
�' StiOI�/iUG A P(,PTl6lj OF
L.DT 1"1 �
46,922 5.F'
n
Plan 3204
NOTE: THIS IS NOT A SURVEY AND IS TO BE USED FOR MORTGAGE
,o+ PURPOSES ONLY.
own » N.B.- DO NOT USE OFFSETS FOR ESTABLISHING LOT LINES FOR THE
.Ila ERECTION OF FENCES, WALLS, HEDGES, ETC.
O�iT���
I HEREBY CERTIFY THAT THE BUILDING ON THIS PROPERTY IS
LOCATED AS SHOWN ON PLAN AND COMPLIES WITH THE ZONING SET
BACK REQUIRE4IENTS OF THE TOWN OF NORTH ANDOVER. I FURTHER
CYR ENGINEERING SERVICES INC. CERTIFY THAT THE ABOVE PROPERTY IS NOT LOCATED IN A FLOOD
300 CANAL STREET PLAIN ZONE.
LAWRENCE.MASSACHUSETTS