HomeMy WebLinkAboutMiscellaneous - 94 SHERWOOD DRIVE 4/30/2018 (2)t
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North Andover Board of Assessors Public Access
Parcel ID: 210/105.C-0064-0000.0 Community: North Andover
SKETCH PHOTO
Click on Sketch to Enlarge _ Click on Photo to Enlarge
,mow
94 SHERWOOD DRIVE
Location: 94 SHERWOOD DRIVE
Owner Name: WEN, JIAN
JUDY HOU
Owner Address: 94 SHERWOOD DRIVE
City: NORTH ANDOVER State: MA ZIP: 01845
Neighborhood: 9 - 9 Land Area: 1.35 acres
Use Code: 101- SNGL-FAM-RES Total Finished Area: 4555 sqft
ASSESSMENTS CURRENT YEAR PREVIOUS YEAR
Total Value: 754,300 722,800
Building Value: 611,100 586,500
Land Value: 143,200 136,300
Market Land Value: 143,200
Chapter Land Value:
LATEST SALE
Sale Price: 570,000 Sale Date: 10/17/1999
Arms Length Sale Code: Y -YES- Grantor: SHERWOOD
VALID DEVELOPMENT
Cert Doc: Book: 05581 Page: 0173
Page 1 of 1
http://csc-ma.us/NandoverPubAcc/j sp/Home.j sp?Page=3&Linkld=467198 7/22/2005
woR*a Commonwealth of Massachusetts Map -Block -Lot
o� ,,4•� ., X400 105.C- 0064 -
-------------------
Board of Health Permit No
BHP -2006-0068
w
North Andover
----------------------
`$, P.I. FEE
®Ser..u5� F.I. $125.00
Disposal Works Construction Permit
Permission is hereby granted Peter Breen
to (Repair) an Individual Sewage Disposal System.
at No 94 SHERWOOD DRIVE
as shown on the application for Disposal Works Construction Permit No. BHP -2006-006 Dated _ March 21, 2006
----------
------------------
Issued On: Mar -21-2006 Board of Health
-----------------------------------------------------
No. THE COMMONWEALTH OF MASSACHUSETTS
Town
BOARD OF HEALTH
North Andover
OF
FEE
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair (X) Upgrade ( ) Abandon ( ) - []Complete System [] Individual Components
94 Sherwood Drive
Location
Map 105C, Parcel 64
Map/Parcel #
Lot #
Installer's Name
Address
Telephone #
Type of Building: Residential
Dwelling — No. of Bedrooms
Other — Type of Building _
Other fixtures
4
Dian Wen & Judy Hou
Owner's Name
94 Sherwood Drive, N. Andover 0181
Address
978 973-9074
Telephone #
The Neve–Morin Grnnp, Inc
Designer's Name
447 Boston Street, Topsfield, MA 1
Address
978 887-8586
Telephone #
of persons
Lot Size 59,022 Sq. feet
Garbage Grinder (NO
Showers ( ), Cafeteria ( )
5
1983
Design Flow (min. required) 440 gpd Calculated design flow 4!a() gpd Design flow provided�jpd
Plan: Date 1/2 0/06 Number of sheets 1 Revision Date None
Title Plan of Land in North Andover, Mass. Showing "Septic Tank Repair"
en
Description ofSoil(s) 9la(KxRjL= N/A PreparPlano54417. l)
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation b
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed
Inspections
Date
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
No. THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
Description of Work: ❑ Individual Component(s) ❑ Complete System
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired ( ), Upgraded ( ), Abandoned ( )
by:
at
has been installed in accordance with the provisions of 310 CMR 1.5.00 (Title 5) and the approved design plans/as-built
plans relating to application No. dated . Approved Design Flow (gpd)
Installer
Designer: Inspector Date
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed.
FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
Commonwealth of Massachusetts
City/Town of NOR-rP A Nf>oVgR
Certificate of Compliance
Form 3
M
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
rab
rerun
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.
This is to Certify that the following work on an On -Site Sewage Disposal System
❑ Construction of a new system
® Repair or replacement of an existing system
❑ Repair or replacement of an existing system component
Has been done in accordance with Title 5 and the Disposal System Construction Permit (DSCP):
DSCP Number
Jian Wen & Judy Hou
Facility Owner
Lot 7, 94 Sherwood Drive
Street Address or Lot #
North Andover
City/Town
Designer Information:
John M. Morin, PE
Name
. n�►.,.
Signatures
Installer Information:
Peter Breen
Name „ I
Signature
DSCP Date
MA 01845
State Zip Code
The Neve -Morin Group, Inc.
Name of Company
3/31/06
Date
Name of Co pany
L/420 /0
Date
Use of this system is conditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as
designed.
Approving Authority
Signature
Date
t5form3.doc• 06/03 Certificate of Compliance • Page 1 of 1
5
f
r
t,
TOWN OF NORTH ANDOVERf NORTh
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT a p
400 OSGOOD STREET » ^q
NORTH ANDOVER, MASSACHUSETTS 01845
SACHUSE
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORM&, I N �%,
ADDRESS: !P) MAP: LOT:
INSTALLER:
DESIGNER: `Tvi•-/-,�..'-,
PLAN DATE: //7 110k�
BOH APPROVAL E ON PLAN:
INSPECTIONS
INSPECTION: 4zz C3la9
DATE OF BED BOTTOM INSPECTION:
DATE OF FINAL CONSTRUCTION INSPECTION:
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
❑Existing septic tank properly abandoned
❑Internal plumbing all to one building sewer
❑Topography not appreciably altered
Comments:
SEPTIC TANK177
El
r'-� 6'-�)
Bottom of tank hole has 6" stone base
Weep hole plugged
1500 gallon tank has been installed
H-10 loading Monolithic construction
Water tightness of tank has been achieved
(Visual or Vacuum Test or Water held for 24hrs)
Inlet tee installed, centered under access port
Outlet tee (gas baffle or effluent filter) installed,
centered under access port
24" inch cover to within 6" of final grade installed over
one access port, must be over outlet of tank if effluent
filter is present
Hydraulic cement around inlet & outlet
�j .v�-d+-�-�- p ✓apt-" �'�i
O Wastewater System Documentation — Feb 2006
Page 1 of 6
i►�
TOWN OF NORTH ANDOVER NORT1�
Office of COMMUNITY DEVELOPMENT AND SERVICES ,rr�°`���
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845�qss"C US
ACHU
Susan Y. Sawyer, RENS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
Comments:
PUMP CHAMBER
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
❑ Combo Tank installed. Size:
❑ 1000 gallon Pump Chamber installed
H-10 loading
Monolithic construction)
❑ Inlet tee installed, centered under access port
❑ Pump(s) installed on stable base
❑ Alarm float working
❑ . Pump On/Off floats working
❑ Separate on/off floats
❑ Drain hole in pressure line
❑ 24",inch cover to within 6" of final grade installed over
pump access port
❑ Water tightness of tank has been achieved
Visual testing
❑ Hydraulic cement around inlet & outlet
Comments:
ADVANCED TREATMENT TECHNOLOGY
❑ Type of treatment device:
Comments:
❑ Installed per manufacturers requirements
❑ All components working in accordance with
manufacturer's requirements
Wastewater System Documentation — Feb 2006
Page 2 of 6
TOWN OF NORTH ANDOVER NORTH 1
Office of COMMUNITY DEVELOPMENT AND SERVICES 3r06!S yaa ti�oL
HEALTH DEPARTMENT
400 OSGOOD STREET 4.
NORTH ANDOVER, MASSACHUSETTS 01845 39Ss^CN„g�`y
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
•
❑ Installed on stable stone base
❑ Inlet tee (if pumped or >0.08'/foot)
❑ydraulic cement around inlet & outlets
Observed even distribution
[r Speed levelers provided (not required)
Comments:
�- -&, D_ )3 "x
SOIL ABSORPTION SYSTEM
Comments:
I 1P fl� , �,4 , t I,- J -1- 6 e-jr-Q-
s% —
Bottorp of SAS excavated down to soil layer, as
provided on plan
Size of SAS excavated as per plan
Title 5 sand installed, if specified on plan
3/4-1 '/2" double washed stone installed
1/8-1/2" (peastone) double washed stone installed
Laterals installed and ends connected to header
Laterals vented if impervious material above
Orifices @ 5. & 7 o'clock positions
Gravel -less disposal systems: type, number and
location as per plan
Elevations of laterals installed as on approved plan
40 Mil HDPE barrier installed
Retaining wall (boulder / concrete / timber/ block)
Final cover as per plan
Wastewater System Documentation — Feb 2006
Page 3 of 6
TOWN OF NORTH ANDOVER NaRrH
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845 �9Ssq�M„5t`g
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
PRESSURE DISTRIBUTION
-- inch manifold
laterals installed with end sweeps
size:
material:
Squirt test ft in height
Equal distribution to all laterals
orifice size inch as per plan
Comments:
CONTROL PANEL
❑ Alarm & Pump are on separate circuits
❑ Alarm sounds when float is tripped
❑ Location of control panel:
❑ Rated for exterior if placed outside
Comments:
Wastewater System Documentation — Feb 2006
Page 4 of 6
/ TOWN OF NORTH ANDOVER cF NOR7H q
Office of COMMUNITY DEVELOPMENT AND SERVICES 3 'tt�eo NOL
HEALTH DEPARTMENT p
400 OSGOOD STREET
r i d r
rob � r
NORTH ANDOVER, MASSACHUSETTS 01845 �� SgCHUS t�
Susan Y. Sawyer, RENS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
CRITICAL SETBACK DISTANCES
Mark those distances checked in the field against the design plan and regulatory
setback
' Suction line 222(2)
2 10 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02).
3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland
bylaws
Wastewater System Documentation — Feb 2006
Page 5 of 6
Tank
SAS Sewer
❑
Property line
10
10 --
❑
Cellar wall
10
20 --
❑
Inground pool
10
20 --
❑
Slab foundation
10
10 --
❑
Deck, on footings, etc
5
10 --
❑
Waterline
10
10 10'
❑
Private drinking well
75
1002 50
❑
Irrigation well
75
100
❑
Surface Water
25
50
❑
Bordering Vegetated Wetland ,
Salt Marsh, Inland / Coastal Banka
.75
100
❑
Wetlands bordering surface
water supply or trib. (in Watershed)
150
150
❑
Trib. to surface water supply
325
325
❑
Public well
400
400
❑
Interim Wellhead Prot. Area
❑
Reservoirs
400
400
❑
Drains (wat. supply/trib.)
50
100
❑
Drains (intercept g.w.)
25
50
❑
Drains (Other) Foundation
10 (5)
20 (10)
❑
Drywells
20
25
' Suction line 222(2)
2 10 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02).
3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland
bylaws
Wastewater System Documentation — Feb 2006
Page 5 of 6
TOWN OF NORTH ANDOVER f gORTh
Office of COMMUNITY DEVELOPMENT AND SERVICES
0
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.8476 — FAX
SYSTEM ELEVATIONS
Building Sewer OUT
Septic Tank IN
Septic Tank OUT
Pump Chamber IN
Pump Chamber OUT
Distribution Box IN
Distribution Box OUT
Lateral 1 HIGH
Lateral 1 LOW
Lateral 2 HIGH
Lateral 2 LOW
Lateral 3 HIGH
Lateral 3 LOW
Lateral 4 HIGH
Lateral 4 LOW
Lateral 5 HIGH
Lateral 5 LOW
INVERT ON DESIGN PLAN FIELD INVERT ELEV.
Wastewater System Documentation — Feb 2006
Page 6 of 6
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Neve-MorinT
Group, Inc.
March 3, 2006
Ms. Susan Sawyer, RS/REHS
Health Director Qj
400 Osgood Street f
North Andover, MA 01845
Re: 94 Sherwood Drive (Map 105C, Parcel 64)
Jian Wen, Owner
Dear Ms. Sawyer:
V E D
MAR 0 7 2006
TOVq,i NORTH ANDOVER
HEALTH DEPARTMENT
Please find enclosed a disposal works construction permit for the repair of the existing septic at
the above -referenced property. Also enclosed are three (3) copies of a septic tank repair plan as
well as the required $350 fee ($225 plan review fee & $125 disposal system construction permit
— component fee).
The existing septic tank was installed in 1997 as part of a new septic system installation. Based
on several site inspections it appears that the inlet invert in the tank is lower than the outlet
invert. Our investigation showed that the tank has settled slightly toward the inlet side of the
tank. We believe that it is possible to fix the tank by coring new inlet and outlet invert locations
in the tank. A four foot liquid level from outlet invert to bottom of tank shall be maintained.
The effluent line from the septic tank to the distribution box shall be re -plumbed at a minimum
pitch of 1.0%. The existing effluent line from the septic tank to the house shall be re -plumbed,
as necessary, to maintain a minimum pitch of 2.0%.
On January 3, 2006 Isaac Rowe, of our office, uncovered the distribution box and observed that
the effluent in the distribution box was at the bottom of the outlet of the laterals. Thus,
demonstrating that the leaching facility is operating properly.
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS a LAND USE PLANNERS
447 Old Boston Road (U.S. Route 1), Topsfield, MA 01983 978-887-8586 FAX 978-887-3480
Providing Professional Services Since 1978
www.nevemorin.com
Ms. Susan Sawyer
March 3, 2006
If you have any questions please contact me or Isaac Rowe from our office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
/tel - i'��JO-c.�.►,
John M. Morin, PE
Executive Vice President
JMM/km
Enclosures
cc: Jian Wen
2474_Wen.doc
Page 2
TOWN OF NORTH ANDOVER ,►pRT„
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845
978.688.9540 - Phone
Susan Y. Sawyer, REHS/RS 978.688.8476- FAX
Public Health Director E-MAIL: healthdeotna.townofnorthandover.com
WEBSITE: hqp://www.townofnorthandover.com
SEPTIC PLAN SUBMITTAL FORM
Date of Submission: March 3, 2006
Site Location: 94 Sherwood Drive
Engineer: The Neve -Morin Group, Inc.
RECEIV D
MAR 0 7 2006
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
New Plans? Yes X $225/Plan Check # (includes 1St submission and one re-
review only) + $125 disposal system construction permit fee.
Revised Plans?Yes $75/Plan Check #
Site Evaluation Forms Included? Yes
Local Upgrade Form Included? Yes
Telephone #: 978-887-8586
E-mail: John@nevemorin.com
Homeowner
Name: Jian Wen
No X
No X
Fax#: 978-887-3480
OFFICE USE ONLY
When the submission is complete (including check):
➢ Date stamp plans and letter
➢ Complete and attach Receipt
➢ 4/ Copy File; Forward to Consultant
➢ ;/ Enter on Log Sheet and Database
V
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
r�rtrr
lication for Seotic Di
Construction Permit -TOWN OF
I
t ^)
TODAY'S DATE
$1
— Full Repair
Application is hereby made for a permit to: RECEIVED
❑ Construct a new on-site sewage disposal system*
❑ Repair or replace an existing on-site sewage disposal system* MAR 0 7 2006
® Repair or replace an existing system component TO',"vN Ur- NORTH ANDOVER
HEALTH DEPARTMENT
A. Facility Information
94 Sherwood Drive
Address or Lot #
North Andover
City/Town
2.- *TYPE OF SEPTIC SYSTEM*:
❑ Pump ® Gravity (choose one)
***If pump system, attach copy of electrical permit to application***
® Conventional System (pipe and stone system)
❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system.
❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement)
❑ Pressure Dosed (D -Box Present) S.A.S.
2. Owner Information
Jian Wen
Name
Address (if different from above)
City/Town
State Zip Code
978-973-9074
Telephone Number
3. Installer Information
/'� lee
Name -)
am-) 7 O 60 X�v 2 Name of Company
Address
City/Town
State Zip Code
Telephone Number (Cell Phone # ff possible please)
4. Designer Information
John M. Morin, PE The Neve—Morin Group, Inc.
Name Name of Company
447 Boston Street
Address
Topsfield
City/Town
MA
State
978-887-8586
Telephone Number (Best # to
01983
Zip Code
Application for Disposal System Construction Permit • Page 1 of 2
Application for Septic Disposal Svste
Construction Permit - TOWN OF
NORTH ANDOVER, MA 01845
PAGE 2OF2
A. Facility Information continued....
TODAY'S DATE
$ 250.00 — Full Repair
$125.00 - Component
5. Type of Building: ®Residential Dwelling or ❑Commercial
B. Agreement
The undersigned agrees to ensure the construction and maintenance of the afore -described
on-site sewage disposal system in accordance with the provisions of Title 5 of the
Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of
North Andover, and not to place the system in operation until a Certificate of Compliance has
been issued by this Board of Health.
NL Melvr
mama Date 14
i
Application Appr. ved B (Board of Health Representative)
-1-1 A -,-( '__13 /?-/ le--:) L
Name / f Date
Application isappr ved for the ollowing reasons:
For Office Use Only:
1. Fee Attached.? Yes No
2. Project Manager Obligation Form Attached.
3. Pump Sys ? If so, Attach col2v ofElectrical Permit
4. Foundation As -Built? (new construction ronly):
(Same scale as approved plan)
5. Floor Plans? (new construction only):
Yes No
Yes
Yes
No
No `
No
Application for Disposal System Construction Permit • Page 2 of 2
THE NEVE-MORIN GROUP, INC. 17 016
Wen 2474 — Septic app.
aDEW%E BUSINESS FORMS 1+800-328.0304 w .Eelwefwms.mm
$350.00
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Town of North Andover, Massachusetts
BOARD OF HEALTH
Form N0.4
FP1�r Hary 11 19 98
CERTIFICATE OF COMPLIANCE
This is to certify that
the Individual Soil Absorption Sewage Disposal System constructed (X ) or repaired ( )
by Robert Innes
INSTALLER
at Lot 7 Sherwood D
has been installed in accordance with Board of Health Regulations as described in the Design
Approval Site System Permit No. dated-
The issuance of this certificate shall not be construed as a guarantee that the system will
function satisfactorily.
BOARD of HEALTH
.I:
01
sv
t NORTp
+
A
,Ts CHUSES�
Applicant_
Site Location
A
Town of North Andover, Massachusetts Form No. 3
BOARD OF HEALTH
19
DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted to Construct lel or Repair ( ) an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.
�OF CHAIRMAN, BOARD EALTH
Fee
D.W.C. No. Lb
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: c��/��! % CURRENT INSTALLER'S LICENSE#,
LOCATION:��?
LICENSED INSTALLER:a
SIGNATURE: �w ��..,..� TELEPHONE# --"o � C,�'3 - Co cr6'
CHECK ONE:
I IMF
V 41111,114
NEW CONSTRUCTION:
IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS -BUILT.
$75.00 Fee Attached?
Foundation As -Built?
Approval
Administrative Use Only
Yes No
Yes No
Date: 0
Town of North Andover
OFFICE OF
COMMUNITY DEVELOPMENT AND SERVICES
146 Main Street
North Andover, Massachusetts 01845
June 10, 1996
Thomas Neve
Neve Associates
447 Old Boston Road
Topsfield, MA 01983
Re: Lot 97 Sherwood Drive
Dear Tom:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
.Please show 100 feet wetland buffer zone.
.Not designed on 165 GPD per bedroom nor 660GPD minimum.
.Tank not 25 feet to foundation.
.No wetlands disclaimer.
.No manhole to grade.
.Vent missing.
.No elevations for peres.
.Map & parcel missing.
If you have any questions, please do not hesitate to call the Health Office.
Sincerely,
Sandra Starr, R.S.,
Health Administrator
SS/cjp
cc: Bob Janusz
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540
L-�OO A
"I,.
�� a
PLANNING 688-9535
PLAN REVIEW CHECKLIST
ADDRESS �j`' v��=,Dp.A �,e ENGINEER Q�G
GENERAL
3 COPIES STAMP LOCUS NORTH ARROW v SCALE
CONTOURS t/ PROFILEy' SECTION // BENCHMARK L-/ SOIL &
PERCS ELEVATIONS WETS. DISCLAIMER WELLS & WETS
WATERSHED?/t/O DRIVEWAY L----(Elev) WATER LINE te� FDN DRAIN
SCH40 f TESTS CURRENT? SOIL EVAL
SEPTIC TANK
MIN 150OG C,-' .17 INVERT DROP
25' TO CELLAR MANHOLE
D -BOX
a GARB. GRINDER(+200% EDF)
ELEV GW # COMPS.
SIZE # LINES FIRST 2' LEVEL STATEMENT
INLET - OUTLET (2" OR .17 FT) TEE REQ'D?lyd
LEACHING
MIN 660 GPD? ) RESERVE AREA ""�' 4' FROM PRIMARY?� 2% SLOPE
100' TO WETLANDS L---100' TO WELLS 4' TO S.H.GW`= '>2M/IN)
35' TO FND & INTRCPTR DRAINS 1-� 325' TO SURFACE H2O SUPP Gam_
4' PERM. SOIL BELOW FACILITY L-� MIN 12" COVERT-� FILL?ice (45'
if above natural elev; 101if below) BREAKOUT MET? 4--'
TRENCHES
MIN 660 gpd i� SLOPE (min .005 or 611/1001) SIDEWALL DIST. 3X EFF.
W OR D (MIN 6') (/ RESERVE BETWEEN TRENCHES? v IN FILL?cl--, MUST
BE 10MIN. ✓ 4" PEA STONE?`'' NT? (>3' COVER; LINES >501)
BOT + SIDE J X LDNG '74- = TOT OSU --666
(L x W x #) (DxLx2x#) (G/ft,2)
Copyright ® 1995 by S.L. Starr
DATE Jr �6 Sheet of
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEEy PERMIT # DATE RECEIVED
APPLICANT ---00Q JAVv5 z, ASSESSOR'S MAP
ADDRESS
ENGINEER /v ; U
PARCEL #
LOT # 7
STREET bK
ADDRESS
PLAN DATE 41x9196 REVISION DATE
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED
olL� . �c�sc �h�Ow ADD
4)07-/76-51G�v&.� DitJ 16,3-3,rA,�ooM yp/e 460 �D �CiA/iMUiy
(fC/UT p�55�NG
7
Town of North AndoverNORTh
OFFICE OF 3? Oy ,,, t o .." 0
COMMUNITY DEVELOPMENT AND SERVICES
146 Main Street
F 09 #
North Andover, Massachusetts 01845 90 4,.,0
April 17, 1996
Mr. Thomas Neve
Neve Associates
447 Old Boston Road •
Topsfield, MA 01983
Re: Lots 3,4,5,7,14,15,16,12,& 19 Sherwood Drive
The above named lots at Sherwood Drive have been incompletely submitted. The
submission of new designs after January 1, 1996 requires the inclusion of soil evaluation
forms. Until these forms have been received, the above mentioned plans will not be
considered submitted.
Should you have any questions, please call me at the number below.
Sincerely,
i
Sandra Starr, R.S.
Health Administrator
SS/cjp
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Town of North Andover
i
OFFICE OF,
3�O`,t `a° ,e•°SOL
COMMUNITY DEVELOPMENT AND SERVICES
°-.
p
146 Main Street
North Andover, Massachusetts 01845
WILLIAM J. SCOTT
SSAcwus�
Director r
September" 11, 1996
Neve Associates
447 Old Boston Road
Topsfield, MA 01983
Re: Lot # 7,12, 14, 16 Sherwood Drive
Dear Tom:
This is to inform you that the proposed plans for the sites referenced above have been
approved.
If you have any questions, please do not hesitate to call the Board ofHealth.Office at the
number below.
Sincerely,
Sandra Starr, R.S.,
" Health Administrator
SS/cjp
cc: Bob Janusz
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
r s Qe�Q,i
.FORM U VERIFICATION FORM
INSTRUCTIONS: This form is used to verify that all necessary
approvals/permits from Boards and Departments having jurisdiction
have been obtained. This does not relieve the applicant and/or
landowner from compliance with any applicable local or state law,
regulations or requirements.
****************Applicant fills out this section*****************
APPLICANT: �,oe e_Q: �t,3 us-?— Phone 5-0&- 393- %6 ,37
LOCATION: Assessor's Map Number 10 SC Parcel
Subdivision Lot (s)
Street ct4 8oEe.W00C3 19- St. Number q
************************Official Use Only************************
RECOMMiENDATIONS OF TOWN AGENTS:
Date Approved
Conservation Administrator Date Rejected
Comments
Town Planner
Comments
Food Ins ctor-Health
-c Inspector -Health
Comments
Date Approved
Date Rejected'
Date Approved
Date Rejected
Date Approved 3 �'
Date Rejected
ublic Works - sewer/water connections ��%3-/9-577
- driveway permit LJ. -/-
Fire Department
Received by Building Inspector
Date
A
REPORT OF SEPTIC TANK FUNCTION
44,SHERWOOD DDRIVE;TNORTH ANDOVER, MA
11/28/05
INTRODUCTION:
On Thursday November 17, 2005 Ms. Judy Hou, 94 Sherwood Drive, North Andover
consulted New England Engineering Services, Inc. regarding the existing condition of the
septic tank located at her house on 94 Sherwood Drive, North Andover. It is her opinion
that something was installed improperly during the construction of the septic system at 94
Sherwood Drive, North Andover, causing frequent clogging of the building sewer pipe
leading from the house to the septic tank(building sewer). The following is a summary of
the events leading up to the November 17, 2005 meeting, as told to Benjamin C. Osgood,
Jr. by Ms. Hou.
Ms. Hou contends that since she and her family moved in to the home they have had to
have the building sewer cleaned by a sewer cleaning service once or twice per year.
During the latest cleaning the workmen informed her that the pipes into and out of the
septic tank were installed improperly. The pipe entering the tank from the foundation
(inlet) is lower than the pipe exiting the tank (outlet).
Upon learning of this condition Ms. Hou contacted the builder from whom she purchased
the house. It was his contention that since the septic system was installed prior to his
purchasing the partially completed home he was not responsible.
Ms. Hou then contacted the Neve Morin Group. The Neve Morin Group is a group of
engineers, surveyors, environmental consultants and land planners. The Neve Morin
Group (formerly known as Thomas E. Neve Associates, Inc.) designed the septic system
in question and provided an "As -Built" plan to the Town of North Andover, which
certifies that the system was installed properly. The Neve Morin Group investigated the
existing condition of the septic tank and determined that the septic tank had settled 10
inches on the inlet side of the tank, thus causing the problem. The Neve Morin Group
prepared a plan for the repair of the tank, but has not taken any responsibility for the
problem.
PAGE 2
At the conclusion of the November 17, 2005 meeting between Ms. Hou and Benjamin C.
Osgood, Jr. , Ms. Hou retained New England Engineering Services, Inc. to review the
current condition of the septic tank and any information available to determine the
validity of the conclusion of the Neve Morin Group.
INVESTIGATION:
Several documents were supplied to New England Engineering Services Inc. by Ms. Hou
which include the following.
1. Plan entitled " plan of land in North Andover, Mass showing "As -Built" Sanitary
Disposal System Lot 7 — 94 Sherwood Drive prepared for Timberland Builders,
Inc, scale 1" = 20', dated May 31, 1997" Prepared by Thomas E. Neve
Associates, Inc. and stamped by John M. Morin.
2. Plan entitled " Plan of land in North Andover, Mass showing "Septic Tank
Replacement" 94 Sherwood Drive prepared for Jian Wen, scale 1" = 20', dated
September 14, 2005" Prepared by The Neve -Morin Group and stamped by John
M. Morin.
3. Survey notes dated 6/21/05 entitled 94 Sherwood Drive, North Andover which
were transmitted by facsimile to Ms. Hou on 6/22/05.
The documents supplied by Ms. Hou, as listed above, were reviewed by Benjamin C.
Osgood, Jr. Several inconsistencies were noted which required an on site investigation
that was performed on Saturday November 19, 2005 by Benjamin C. Osgood, Jr. The
septic tank inlet and outlet inspection ports were exposed at the time of the inspection and
additional hand excavation was performed to acquire additional measurements. The
following observations were made.
1. The distance from the sill elevation of the dwelling to the invert of the building
sewer pipe at the inside face of the foundation wall is 24.25 inches.
2. The vertical distance from the top of the septic tank to the top of the building
sewer pipe inlet is 9.5 inches.
3. The vertical distance from the top of the septic tank to the top of the outlet pipe is
6 inches.
4. The water depth in the tank is 54 inches.
5. The points where the pipes protrude from the tank pass through the wall of the
tank via pre cast openings in the tank which are provided by the tank
manufacturer.
.►
PAGE 3
CONCLUSION
Upon review of the documentation and the information obtained from the on site
inspection the following facts can be determined.
i. The invert of the building sewer pipe where it passes through the foundation is 2
inches lower than shown on the as built plan dated May 31, 1997.
2. The invert of the septic tank inlet pipe is 10 inches lower than the invert shown on
the as built plan dated May 31, 1997.
3. The invert of the septic tank outlet pipe is 1/4 inch lower than the invert shown on
the as built plan dated May 31, 1997. (This difference is so small that it would be
considered to be the same.)
4. The septic tank is not level. The inlet side of the tank is 2 inches lower than the
outlet side of the tank.
5. The septic tank inlet pipe enters the septic tank at a point that is lower than the
septic tank outlet pipe in relation to the top of the tank.
What the Neve Morin Group concluded as a result of their investigation is the septic tank
has settled, on the inlet side of the tank only, 10 inches since the time the tank was
installed and their "As -Built" plan was issued. This settlement, in their opinion, had
caused the inlet pipe to the septic tank to be located 6.8 inches feet below the outlet pipe,
causing the frequent clogging.
Based upon the information obtained, New England Engineering has derived a different
conclusion. The fact that the pipe entering the septic tank passes through the tank at a
point which is 3 inches lower in relation to the top of the tank than the pipe exiting the
tank passes through the wall indicates that the septic tank was installed improperly. As
previously mentioned septic tanks are designed with pre -cast holes for installing the inlet
and outlet pipes. These holes are cast in such a manner so that the inlet pipe enters the
tank at an elevation which is 3 inches higher than the outlet pipe. This 3 inch difference is
important because it allows the water to flow by gravity out of the inlet pipe, through the
tank, and out the outlet pipe without clogging or backing up. In this case, at 94 Sherwood
Drive the septic tank inlet pipe was installed in the pre -cast hole which was meant to be
used for the outlet pipe. The outlet pipe was installed in the pre -cast hole which was
meant to be used for the inlet pipe. Simply put, the septic tank was installed backwards.
PAGE 4
The result of this improper installation is the inlet pipe was installed at an elevation
which was 3 inches lower than the outlet pipe instead of the required 3 inches above the
outlet pipe. To further exacerbate the situation the tank is 2 inches out of level causing an
even larger discrepancy in the relationship of the elevations of the inlet pipe and the
outlet pipe. Based upon the fact that the outlet invert of the septic tank is the same now as
when the as built plan was issued, it is unlikely the tank settled. If a tank is installed
properly it may experience some minor settlement, however this settlement would most
likely be consistent on both ends of the tank and would not be limited to one end or the
other.
Therefore, it is the opinion of New England Engineering that the "As- Built" plan done
by ThomasE. Neve Associates on May 31, 1997 is erroneous. The inlet elevation of the
septic tank and the foundation invert elevation were not reported properly. Discrepancies
such as the ones found on the "As- Built" plan prepared by Neve Associates and
described above should have been identified by the certifying engineer who should have
required corrections to be made. Had these elevations been reported properly, the North
Andover Board of Health would not have issued a certificate of compliance for the septic
system installation and would have required the septic tank be removed and installed
properly. Furthermore, the As -Built plan contains a statement which certifies that the
system as constructed conforms to the design intent of the original design plan and the
system has been installed in accordance with 310 CMR 15.0, the regulations which
govern the installation of septic systems. Since the system has not been installed in
accordance with 310 CMR 15.00, this certification is also invalid.
Respectfully submitted
Benjamin C. OJr., P.E.
14 OF �..., , K4
�A BENJAMIN C. �
OSGOOD, JR.
CIVIL.
k NO. 458$" /
Property Owners:
Engineers:
Property:
Date:
RELEASE AGREEMENT
Jian Wen & Judy Hou of 94 Sherwood Drive, North Andover, MA
The Neve -Morin Group, Inc. (Ma Thomas E. Neve Associates, Inc.) 447
Old Boston Road, Topsfield, MA
94 Sherwood Drive, North Andover, MA
1. re -b>- (n , 2006
The Property Owners have allegedthatcertain engineering and surveying work performed by the
Engineers related to the septic system serving the Property was done improperly and negligently
and that, as a result, the Property's Septic System is not functioning properly.
The Engineers deny.. that their work was improper or negligent or that they are liable in
connection with the -Property's septic system.
However, the Engineers and Property Owners have agreed that in consideration of the Engineers
providing certain services, work and materials in connection with a repair of the Property's
septic system, the Property Owners will release the Engineers from all claims and liability.
shall provide the following:
Re -core new invert and outlet locations in existing septic tank and install new inlet a U
outlet tees with rubber boots, re -plumb eluent line from the existing septic tank to the
existing distribution box & re -plumb effluent line from septic tank to dwelling as
necessary. Obtain all applicable approvals- from the North Andover Board of H th
th
(BOH) and provide an as -built plan to the BOH and Property Owners once work is
completed. Engineers shall be responsible for all fees and costs associated with this
In consideration, the Property-Owne-rs-4ieroby release tfie Engineers, their officers, directors,
agents and employees including, without limitation, Thomas Neve and John Morin, from any and
all causes of action, expressed or implied warranties, damages, contracts, covenants, liability and
claims, of whatever name, kind and nature, both in law and in equity, both common law and
statutory, both state and federal, both known and unknown, which the Property Owners now
have, which accrue in the future, or which they ever had, whether past, present, or future
asserted, including, without limitation, all claims and warranties related to the Property.
The Property Owners acknowledge that in making this release, in which they have had the
opportunity, at all times, to seek counsel of their own choosing, they are relying on their own
judgment, belief and knowledge as to all aspects of any claims; they are acting voluntary and
without coercion or duress; and are not relying upon any representation or statement made by the
parties hereby released.
Witness our hands and seals this day of , 20
CAWINIDOWSUEMMe(ease Agreement.doc
Town of North Andover, Massachusetts Form No. 2
f 14011?" BOARD OF HEALTH
.0_�,...
iy
F �
DESIGN APPROVAL FOR
�SS1C14US � SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant Test No.
Site Location -7M 1 -XU/"k I A A A Imo.
Reference Plans and Specs
ENGINEER
DESIGN
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
S
Fee
CHAIRMAN, BOARD OF HEALTH
Site System Permit No. q A
0
FORti1 11 - SOIL EVALUATOR FORM
Page 1 of 3
No.
144D --i Date: 4 zj..PQnr.Commonwealth of Massachusetts
ptacxwev- , Massachusetts
A n•onc•c v",o»t fnr, nn-,zitp .SPwage Disposal
J
Performed Bv, ,. 1'��lJ►- ._. -... .,,
_.
.)Date:-.
S 1-►��3
Witnessed By:
Lo=uan Addrus or J '
ew Construction Repair
Owner's4amc. TtM�.�`.A�'� Qi1..L1�A�(/�j� 11.��,,,•
Address, zndne - `
Telepho1
�iAi'�0�, t-lA 01'810
t5ng� X15 - 8� �5
Office Review
Published Soil Survey Available: No F-1 Yes EV
Year Published�5�... Publication Scale �-..13�� Soil Map Unit
E.x C�SSivEI..'i E (,,SUPE,_.
Drainage Class � �� - -Soil Liim-,itaions - - _ -
Surficial Geologic Report Available: No a/tYes ❑
Year Published _... Publication Scale _...........
......................................
GeologicMaterial (Map Unit)...............................................................................................................................- --
LandformS y--!�....................................................................... :..-.�._.
Flood Insurance Rate Map: �- 1
Above 500 -year flood boundary.No Yes' ❑
Within 500 year flood boundary No DKes ❑
Within 100' year•flood boundary NO • DIes ❑
Wetland Area: - . i
National Wetland Inventory Map (map unit) ..............................
Wetlands Conservancy Program Map (map unit)...................................................................... .............................
Current Water Resource Conditions (USGS): Month
Range :Above Normal ❑Normal ❑Belcw Normal
Other References Reviewed:
iiDEP APPROVED FOR.'N - 12/07/95
Lo�4tion ,address aor.rLoe:;J0.
On-site Review
Deep Hole Number.pj3-12 Date::, 51.71 Time: M,' Weather
Location (identify on site plan) ��-'� `�Ati1t"rA2�P. C��SPpsA�� s�fS-tt=_tii vEsty�
Land Use Slope M Surface Stones
Vegetation ; c--tZpVSS
Landform ...ASK-ESL- .
Position on landscape (sketch on the back)
Distances from:
Open Water Body Drainage way kJGOG feet
Possible Wet Area' feet" Property Line 40'F1 feet, "�-V::T L- FT t-t�
Drinking"Water Well feet Other 4 a
DEEP OBSERVATION HOLE LOGS
Depth from
Surface (Inches)
Soil Horizon
Soil Texture
(USDA) .
Soil rColor
(Munsell)
Soil.
Mottling
+ Other
(Structure, Stones, Boulders, Consistency, %
Gravel)
12b0
�b6�
�>ArtD E c-�►eAv�
.
j�10 C�►�wa-�r62.
' MINIMUM OF 2 HULtb KLUUIHtU A tv tnt rnurwcu uiar VJrL/in C/i
Parent Material (geologic) (=x—A-TwAvA 'DepthtoBedrock:
,`
Depth to Groundwater: Standing Water in the Hole: NC- Weeping from Pit Face:
Estimated Seasonal High Ground Water: iso we
DEP APPROVED FOR,Nt - 12/07!95
FORM 11 - SOIL LVALliATOR FORM
Page 3 of 3
Location Address or Lot No. S�fl jj�2 \vim
Determination for Seasonal High - Water Table {
Method Used:
CND C�-��eW�-�� �� ► �� �oU �n�
❑ Depth observed standing. in observation hole......... inches
❑ Depth weeping from side' of observation hole inches
❑ Depth to.soil mottles inches ,
❑ Ground water adjustment .................. feet
Index Well Number ............... Reading Date ............... ' Index well level ......
Adjustment factor .................. Adjusted ground waterf'level .........................................
Deoth of Naturally Occurrina Pervious Material
Does at least four feet of naturally occurring pervious material exist inII areas
observed throughout the area proposed for the soil absorption system? YE—S
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on x,!11/94 (date) 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.
Signature Date 5/1/96
W. DEP APPROVED FOF01 - 12/07/95
03-21-1996 14:36 617 932 7615 DEP NORTHEAST PEGICN,:L
P.02
FORM 12 - PERCOLATION TEST
Location Address or Lot No. SN��p1V�
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test'
Date; �j 13 �9yj Time: (.o ?Nf
Observation Hole
Depth of Perc
Start Pre-soak
3: 4(c,PN1
End Pre-soak
Time at 12"
Time at 9"
Time at 6"
Time (9"-6")
Rate Min./inch
G- Z
Minimum of 1 percolation test must be performed in bath the primary area AND
reserve are
Site Passed Site Failed
Performed By:
Witnessed sy:�•
S�Sr�
Comments:
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