HomeMy WebLinkAboutMiscellaneous - 1365 SALEM STREET 4/30/2018 (2) t _
1365 SALEM STREET21W1_06-A-0139-0000-0
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Residential Property Record Card
PARCEL_ID:210/106.A-0139-0000.0 MAP:106.A BLOCK:0139 LOT:0000.0 PARCEL ADDRESS:1365 SALEM STREET
PARCEL INFORMATION Use-Code: 101 Sale Price: 0 Book: 01244 Road Type: T Inspect Date: 05/27/2002
Tax Class: T Sale Date: 12/31/1973 Page: 0602 Rd Condition: P Meas Date: 05/27/2002
Owner: Tot Fin Area: 2364 Sale Type: Cert/Doc: Traffic: M Entrance: D
DOHERTY, RICHARD M Tot Land Area: 1.01 Sale Valid: N Water: Collect Id: RRC
MARGARET A DOHERTY Grantor: Sewer: Inspect Reas: C
Address:
1365 SALEM STREET Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LOW Indust-B/L% 0/0 Open Sp-B/L% 0/0
NORTH ANDOVER MA 01845
RESIDENCE INFORMATION LAND INFORMATION
Style: CL Tot Rooms: 7 Main Fn Area: 1338 Attic: NBHD CODE: 6 NBHD CLASS: 6 ZONE. R1
Story Height: 2 Bedrooms: 4 Up Fn Area: 1026 Bsmt Area: 1338 Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class
Roof: G Full Baths: 2 Add Fn Area: Fn Bsmt Area: 1 P 101 S 43560 1 194,277
Ext Wall: AV Half Baths: 1 Unfin Area: Bsmt Grade: 2 R 101 A 0.01 47
Masonry Trim: Ext Bath Fix: Tot Fin Area: 2364 VALUATION INFORMATION
Foundation: CN Bath Qual: T RCNLD: 245569 Current Total: 464,400 Bldg: 270,100 Land: 194,300 MktLnd: 194,300
Kitch Qual: T Eff Yr Built: 1983 Mkt Adj: 1.1 Prior Total: 444,400 Bldg: 259,200 Land: 185,200 MktLnd: 185,200
Heat Type: HW Ext Kitch: Year Built: 1973 Sound Value:
Fuel Type: G Grade: G Cost Bldg: 270,100
Fireplace: 1 Bsmt Gar Cap: Condition: A Att Str Val1:
Central AC: N Bsmt Gar SF: 610 Pct Complete: Att Str Va12:
Att Gar SF: %Good P/F/E/R: /100/100/89
Porch Tvoe Porch Area Porch Grade Factor
E 20
P 294
SKETCH PHOTO
21
P
244 Sq.R. habAML
14 14 No Picture
14 1 10 40 38 10
610 q.R. 338 5�
B/FM 6 Sq.Ft.
flable
A C4-P-MA 0
25 27 26 26
14 110
y
Parcel ID:210/106.A-0139-0000.0 as of 7/26/05 Page 1 of 1
North Andover Board of Assess Public Access Page 1 of 1
Parcel ID: 210/106.A-0139-0000.0 Community: North Andover
SKETCH PHOTO
Click on Sketch to Enlarge
No Picture
Available
Location: 1365 SALEM STREET
Owner Name: DOHERTY,RICHARD M
MARGARET A DOHERTY
Owner Address: 1365 SALEM STREET
City: NORTH ANDOVER State: MA ZIP: 01845
Neighborhood: 6 - 6 Land Area: 1.01 acres
Use Code: 101 - SNGL-FAM-RES Total Finished Area: 2364 sqft
ASSESSMENTS CURRENT YEAR PREVIOUS YEAR
Total Value: 464,400 444,400
Building Value: 270,100 259,200
Land Value: 194,300 185,200
Market Land Value: 194,300
Chapter Land Value:
LATESTSALE
Sale Price: 0 Sale Date: 12/31/1973
Arms Length Sale Code: N-NO-OTHER Grantor:
Cert Doc: Book: 01244 Page: 0602
http://csc-ma.us/NandoverPubAcc/jsp/Home.jsp?Page=3&Linkld=467503 7/26/2005
ORT
Town of North Andover -0 ,� k
41190 1�1ti
Office of the Health Department
Community Development and Services Division o
400 OSGOOD STREET
North Andover, Massachusetts 01845 �9Ss�cHus�t4y
Susan Y. Sawyer, REHS/RS 978.688.9540-Phone
Public Health Director 978.688.8476-Fax
CE9WFICA2T600(F C09W(L'EGIAi1VCE
As of:
Al-
ovemder 22 2005
This is to cert that
the individual su6surface disposal system was
Fully W. paired
by
,john Soucy �
At
13 65 Salem Street
North Andover, 911,4 01845
Yfas 6een instaffed in accordance with the provisions of Titfe V of the State Sanitary Code and
with the North Andover Board of Yfealth regulations.
'The Issuance of this certificate shall not 6e construed as a guarantee that the system will
function satisfactorily.
ichele E. Grant
Pu6fic Yfealth Inspector
13O;ARU(.)I ,11'PI'AI S 688-yi l.I IMILDIN(i 688-9545 (UNSIRVA IION 688-053(1 1 IGA1 A'11 r,88-O;40 PI.ANNIN(i 688-1)535
NEW ENGLAND ENGINEERING SERVICES
INC
September 30, 2005
R
ECEIVED
Ms. Susan Sawyer 0 2005North Andover Board of Health
400 Os ood Street TOWNRTH ANDOVERg HEAPARTMENT
North Andover,MA 01810
Re: 1365 Salem Street North Andover, MA
As-Built Septic System Design
Dear Ms. Sawyer,
The following As-Built Plans for the above referenced property are being submitted for
approval.
1. Three(3) Copies of the As-Built Septic System Design Plans.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
)i�mb^e'reB'r'ot_
Assistant to Benjamin C. Osgood Jr.,P.E.
60 BEECHWOOD DRIVE-NORTH ANDOVER,MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099
FINAL GRADE INSPECTION
Date:
Address:
/LOAMED?
E SEEDED?
❑ COVER PER PLAN.
Other:
l
l �J
TOWN OF NORTH ANDOVER t NORTH
Office of COMMUNITY DEVELOPMENT AND SERVICES ° ��� �° p
HEALTH DEPARTMENT
400 OSGOOD STREET 40
NORTH ANDOVER, MASSACHUSETTS 01845 �'ss„c„5 t�
Susan Y.Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.8476—FAX
healthdepttcatownofnorthandover.com
WEBSITE:httD://www.townofnorthandover.com
TOWN OF NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM - INSTALLATION CERTIFICATION
The undersigned certify that the Sewage Disposal System( ).constructed; (\r)repaired;
by 1.o H S�c y
(Prin—t Name)
located at �� L,�_ S IaLe w%. S-a E'
(Installation Address)
was installed in conformance with the North Andover Board of Health approved plan,originally
dated / a 4,L95' and last Revised on ��/ ,with a design flow of
yyD gallons per day. The materials used were in conformance with those
specified on the approved plan;the system was installed in accordance with the provisions of 310
CMR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the
approved plan. All work is accurately represented on the As-built which has been submitted to
the Board of Health.
Bed inspection date:
Engineer Repr a tati ignature)
And-Print Name
Final inspection date: 10 119 L
En-gineir Representative( ignature)
Ce
And-Pr1ht Name
Installe dWl (Signature) Date:
_. JOGC
And-Pri Name
Engineer: (Signature) Date: ,ffCEIVED
NOV 1"8 2005
And-Print Narfie
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
1365 Salem Street- Final Inspection Request Page 1 of 1
O 0
DelleChiaie, Pamela
From: Dan Ottenheimer[info@millriverconsulting.com]
Sent: Monday, September 26, 2005 8:00 AM
To: DelleChiaie, Pamela
Subject: RE: 1365 Salem Street- Final Inspection Request
All set for this morning (Monday 9/26) at 9:00.
Dan
Daniel Ottenheimer,President
Mill River Consulting,Inc.
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsultin2.com
dano@millriverconsulting.com
From: DelleChiaie, Pamela [mai Ito:pdellechia ie@townofnortha ndover.com]
Sent: Friday, September 23, 2005 3:22 PM
To: Daniel Ottenheimer (E-mail); Lisa LeVasseur (E-mail); McBrearty Andrew (E-mail)
Subject: 1365 Salem Street - Final Inspection Request
Hi,
Please schedule the above for a final. Call John Soucy at: 603.216.7175
Bgsf R¢gwtds,
Pa#i¢Bw DaB4040e lalO
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover,MA o1845
978.688.9540-Phone
978.688.8476-Fax
http:/Jwww.townofnorthandover.com
healthdept@townofnorthandover.com
11/18/2005
V
DelleChiaie, Pamela
From: amcbrearty@verizon.net
Sent: Friday, November 18, 2005 4:15 PM
To: DelleChiaie, Pamela
Subject: 1365 Salem Street- Final Inspection Request
�f
1365 Salem Const.
Insp..doc
Hi Pam,
I thought I sent you this. I seem to be missing archived e-mails from
other inspections I sent. . . can you tell me which ones you don't have
from us yet? I have written up all the ones we have done, except for
the last two (Gray & R.Tavern) but don't have a record of sending them
out.
thanks,
-andy
1
�����
, ,o ��e�
����°
0
DelleChiaie, Pamela
From: amcbrearty@verizon.net
Sent: Thursday, October 06, 2005 11:33 AM
To: DelleChiaie, Pamela; Sawyer, Susan; Grant, Michele
Cc: info@millriverconsulting.com; lisal@millriverconsulting.com
Subject: Const. Inspections (tardy)
29 Bradford Cons .Insp.docPamela,
I am sendinon inspections (29 Bradford St & 1365 Salem
St. ) which were done in the last few weeks. No problems on either. I
apologize for the late-ness of these, and will get the reports to you in
a more timely manner in the future.
Regards,
-andy
1 '
Q
4 O
TOWN OF NORTH ANDOVER f pOR7N
Office of COMMUNITY DEVELOPMENT AND SERVICES °`''Lte
HEALTH DEPARTMENT
400 OSGOOD STREET ►
� <si.iiw• 4 r
NORTH ANDOVER,MASSACHUSETTS 01845 �'9Ss;;CH„gt�'
Susan Y. Sawyer,.REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
ADDRESS: 1365 Salem Street MAP:106A LOT: 139
INSTALLER: Soucy Septic
DESIGNER: NEES
PLAN DATE:7/27/2005
BOH APPROVAL DATE ON PLAN: 9/7/05
DATE OF BED BOTTOM INSPECTION:
DATE OF FINAL CONSTRUCTION INSPECTION: 9/26/05
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
El Existing septic tank properly abandoned
❑ Internal plumbing all to one building sewer
❑ Topography not appreciably altered
Comments:
SEPTIC TANK
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
El 1500 gallon tank has been installed
H-10 loading 2-piece construction
❑ Water tightness of tank has been achieved
(Visual or Vacuum Test or Water held for 24hrs)
El Inlet tee installed, centered under access port
0 Outlet tee gas baffle installed, centered under access
port
IK 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
IKI Hydraulic cement around inlet & outlet
Comments:
Page 1 of 3
0 a
TOWN OF NORTH AN ORT
DOVER ,► H
Oftao •1ti
Office of COMMUNITY
DEVELOPMENT AND SERVICES _
3 t
N b A
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y.Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
PUMP CHAMBER
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
El 1000 gallon Combo tank installed
H-10 loading - 2 piece construction
El Inlet tee installed, centered under access port
0 Pump(s) installed on stable base
[E] Alarm float working
121 Pump On/Off float working
0 Drain hole in pressure line
El 24" inch cover to within 6" of final grade installed over
pump access port
❑ Water tightness of tank has been achieved
(Visual testing.
El Hydraulic cement around inlet & outlet
Comments:
Combo tank (see Septic notes)
D-BOX
0 Installed on stable stone base
121 Inlet tee (if pumped or >0.08'/foot)
El Hydraulic cement around inlet & outlets
El Observed even distribution
Comments:
SOIL ABSORPTION SYSTEM
❑ Bottom of SAS excavated down to soil layer, as
provided on plan
IRI Size of SAS excavated as per plan
0 Title 5 sand installed, if specified on plan
El laterals installed and ends connected to header (and
vented if impervious material above)
0 Gravelless disposal systems: type, number and
location as per plan
M Elevations of laterals installed as on approved plan
0 40 Mil HDPE barrier installed
❑ Final cover as per plan
Comments:
6 rows of 5 chambers each.
Page 2 of 3
Q0
• TOWN OF NORTH ANDOVER cf NORTH 1
•,,,..• ,• do
Office of COMMUNITY DEVELOPMENT AND SERVICES �? •�d :• �p
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER,MASSACHUSETTS 01845 ��.9 CHUS t
Susan Y. Sawyer,REHS/RS 978.688.9540-Phone
Public Health Director 978.688.9542-FAX
CONTROL PANEL
❑ Alarm & Pump are on separate circuits
0 Alarm sounds when float is tripped
0 Location of control panel: Basement
❑ Rated for exterior if placed outside
Comments:
Could not access Basement-Try to enter at final grade inspection
SYSTEM ELEVATIONS
Benchmark: 100.00
Rod at Benchmark: 4.68
Height of Instrument: 104.68
INVERT ON DESIGN PLAN INVERT ELEVATION
Building Sewer OUT 94.99
Septic Tank IN 93.1 5 94.77
Septic Tank OUT 9290 94.49
Pump Chamber IN 92.85 94.38
Pump Chamber OUT 92.60 ---
Distribution Box IN 99.31 99.34
Distribution Box OUT 99.14 99.16
Lateral 1 TOP 99.50 99.49
Lateral 1 TOP 99.50 99.47
Lateral 2 HIGH 99.50 99.50
Lateral 2 LOW 99.50 99.46
Lateral 3 HIGH 99.50 99.48
Lateral 3 LOW 99.50 99.47
Lateral 4 HIGH 99.50 99.48
Lateral 4 LOW 99.50 99.47
Lateral 5 HIGH 99.50 99.48
Lateral 5 LOW 99.50 99.47
Lateral 6 HIGH 99.50 99.48
Lateral 6 LOW 99.50 99.47
Page 3 of 3
1365 Salem Street - Final Inspection RequestO Page 1 of 1
DelleChiaie, Pamela
From: Dan Ottenheimer[info@millriverconsulting.com)
Sent: Monday, September 26, 2005 8:00 AM
To: DelleChiaie, Pamela
Subject: RE: 1365 Salem Street- Final Inspection Request
All set for this morning (Monday 9/26) at 9:00.
Dan
X
Daniel Ottenheimer,President
Mill River Consulting, Inc.
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millrivercon_sulting.com
daaQ@millriverconsultina.com
From: DelleChiaie, Pamela [mai Ito:pdel lech iaie@townofnorthandover.com]
Sent: Friday, September 23, 2005 3:22 PM
To: Daniel Ottenheimer(E-mail); Lisa LeVasseur (E-mail); McBrearty Andrew (E-mail)
Subject: 1365 Salem Street - Final Inspection Request
Hi,
Please schedule the above for a final. Call John Soucy at: 603.216.7175
i
gag!Ragam(s,
P41*00,a AN&.0401410
Health Department Assistant
Town of North Andover j
400 Osgood Street
North Andover,MA o1845
978.688.9540-Phone
978.688.8476-Fax
http://www.townofnorthandover.com
healthdept@townofnorthandover.com
9/26/2005
e
TOWN OF NORTH ANDOVER Q NORTH
Office of COMMUNITY DEVELOPMENT AND SERVICES ►°3 �''" '�"°�
HEALTH DEPARTMENT
400 OSGOOD STREET
a ..
NORTH ANDOVER, MASSACHUSETTS 01845 �s 4C e
s���s
Susan Y. Sawyer, RENS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
SEPTIC SYSTEM CONSTRUCTION NOTES
ADDRESS: 6-Z /� �r MAP:_ LOT:
INSTALLER:
DESIGNER: S /
PLAN DATE: Oo cj
BOH APPROVAL DA 1 'ON PLAN: ► ` /
DATE OF BED BOTTOM INSPECTION: (' S
DATE OF FINAL CONSTRUCTION INSPECTION:
DATE OF FINAL GRADE INSPECTION:
SELECT SYSTEM
TYPE
GRAVITY DISTRIBUTION
PRESSURE DISTRIBUTION
PRESSURE DOSING
HOLDING TANK
ADVANCED TREATMENT
OTHER
COMPONENT SUMMARY FROM PLAN
GALLON TANK =
LOADING OF SEPTIC TANK =
GALLON PUMP CHAMBER = (}(�
LOADING OF PUMP CHAMBER
TYPE OF SAS =
DIMENSIONS AND DETAILS OF SAS:
SITE CONDITIONS
IBJ Existing septic tank properly abandoned
❑ Internal plumbing all to one building sewer
Comments: ElTopography not appreciably altered
Page 1 of 4
a TOWN OF NORTH ANDOVER O
Office of COMMUNITY DEVELOPMENT AND SERVICES �:•''`_` '1"°0�
HEALTH DEPARTMENT
t
« ;
400 OSGOOD STREET , �• La.
NORTH ANDOVER, MASSACHUSETTS 01845
a�crwsc
Susan Y. Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
SEPTIC TANK
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
❑ gallon tank has been installed
(H-10 or H-20) (monolithic or 2 piece)
❑ Water tightness of tank has been achieved
(Visual or Vacuum Test or Water held for 24hrs)
❑ Inlet tee installed, under access port
❑ Outlet tee (gas baffle or effluent filter) installed, under
access port
❑ 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
Comments:
PUMP CHAMBER
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
11 gallon Pump Chamber Installed
(H-10 or H-20) (monolithic or 2 piece)
❑ Inlet tee installed, under access port
❑ Pump(s) installed on stable base
❑ Alarm float working
❑ Pump On/Off float working
❑ Drain hole in pressure line
❑ inch cover to within 6" of final grade installed over
one access port
❑ Water tightness of tank has been achieved
Visual or Vacuum Test or Water held for 24 hrs
❑ Hydraulic cement around inlet & outlet
Comments:
Page 2 of 4
O TOWN OF NORTH ANDOVER 0 NORT►
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845CH
S�cHus
Susan Y. Sawyer,RENS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
D-BOX
❑ Installed on stable stone base
❑ Inlet tee (if pumped or >0.08'/foot)
❑ Hydraulic cement around inlet & outlets
❑ Observed even distribution
❑ Speed levelers provided (not required)
Comments:
SOIL ABSORPTION SYSTEM/
Bottom of SAS excavated down to C soil layer, as
provided on plan
Size of SAS excavated as per plan
Title 5 sand installed, if specified on plan
❑ 3/4-1 Y2" double washed stone installed
❑ 1/8-1/2" (peastone) double washed stone installed
❑ laterals installed and ends connected to header (and
vented if impervious material above)
❑ Orifices @ 5 & 7 o'clock positions
❑ Gravelless 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)
❑
Comments: Final cover as per plan
PRESSURE DISTRIBUTION
11 inch manifold
❑ laterals installed with end sweeps
size:
material:
❑ Squirt test ft in height
❑
Equal distribution to all
q laterals
Comments: Elorifice size inch as per plan
Page 3 of 4
O TOWN OF NORTH ANDOVER 0 NoarM
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET "►�. .
NORTH ANDOVER, MASSACHUSETTS 01845
� s�cNusa�
Susan Y. Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
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:
SYSTEM ELEVATIONS
Benchmark:
Rod at Benchmark:
Height of Instrument:
INVERT ON DESIGN PLAN ELEV @ TOP OF PIPE INVERT ELEVATION
Building Sewer OUT
Septic Tank IN
Septic Tank OUT
Pump Chamber IN
—Pump Chamber OUT
Distribution Box IN
D-Box OUT Manifold
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
Page 4 of 4
6043 Date.......
. .. ... .. .........
TOWN OF NORTH ANDOVER
0
PERMIT FOR WIRING
"SeL
ACHUS
... .................................................
This certifies that ..................................
7
ission to perform ............. ..
has perm
wiring in the building of....... ........ .........................
at...........r/ 9 � ........... ............ .North Andover,Mass.s.
....................... s
Lic.No. ........
C 7 1INSPECTOR*1� .......... ..
ELE
Check #
`Commonwealth of Massachusetts Map-Block-Lot
f *.�y�a• ,aa# 106A- -139
Board of Health -----------------------
Permit No
s
North Andover BHP-2005-Q268
�► .�., P.I.
ti"rgr d''�i - FEE
s F.I. $250.00
-----------------------
i
Disposal Works Construction Permit
I
Permission is hereby granted John Soucy
i
--------------------------------------------------------------------------
j to(Repair)an Individual Sewage Disposal System.
at No 1365 SALEM STREET
------------------------ --
---------- ------------- - - - -
------- ---- -------- ------------------------------------------- ---
---------------------------
as shown on the application for Disposal Works Construction Permit No. BHP-2005-026 Dated August 24,2005
------------------ - -----
Issued On:Aug-24-2005 U FB
------ ------ --------
--------------------------------------- ---- oar of Health
........t...............................................to...............t........■....i��.t.■...... ...................... ........... ..................................
o�a.�ae Commonwealth of Massachusetts 106A-
Block- of
Board of Health --------------------
�� • North Andover
w �
.,.� Certificate of Compliance
THIS IS TO CERTIFY,That the Individual Sewage Dispo em (Repair)
j
by John Soucy _
- - - ------- ------- ------- ------- - ------- ------ -------- ---------
Installer
at No 1365 SALEM STREET-----
i -- - ----- --- --- ----------------------------------------------------- -
has been installed in ance with the provisions of TITLE 5 of the State Environmental Code as described in the
application f posal Works Construction Permit No. BHP-2005-026 Dated Aust 24,2005
----- --- ----------------------------------------
Printed On:Aug-24-2005 Board of Health
------ -------------------- - -
-------------------•----------- ----- --
Town of North Andover
Health Department Date:
Location:
esident 1,or Name of Business)
(Indicate Address, if R
Check#: F;7
cL Type of Permit or License:(Circle)
> Animal $
➢ Dumpster
> Food Service-Type.- $
> Funeral Directors $
f > Massage Establishment $
> Massage Practice $
> Offal(Septic)Hauler $
> Recreational Camp $
> SEPTIC PERMITS:
El Septic-Soil Testing
Ll Septic-Design Approval $
0 4Stic Disposal Works Construction(DWO$_
o Septic Disposal Works Installers(DWI) $
> Sun tanning $
> Swimming Pool $
> Tobacco $
> Trash/Solid Waste Hauler
> Well Construction
> OTHER:(Indicate)
497 Health Agent Initials
White-Applicant Yellow-Health Pink-Treasurer
0 0
TOWN OF NORTH ANDOVER "OR711
iOffice of COMMUNITY DEVELOPMENT AND SERVICES �r°e',
HEALTH DEPARTMENT p
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845
SwCHUs
978.688.9540—Phone
Susan Y.Sawyer,REHSIRS 978.688.9542—FAX
Public Health Director healthdept@townofnorthandover.com-e-mail
www.townofnorthandover.com-website
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: � {,Zt-� 0,J>P'0
m
LOCATION:
HOMEOWNER NAME: )00 hen
LICENSED INSTALLER NAME:
PLEASE PRINT
SIGNATURE: 6fs TELEPHONE# q-7ko'
CHECK ONE:
FULL SYSTEM REPAIR: ($250)
COMPONENT REPAIR(indicate what parts): ($125)
* NEW CONSTRUCTION:
* If NEW CONSTRUCTION, please attach the Foundation As-Built Plan.
$250.00 or$125 Fee Attached? Yes No
Project Manager Obligation From Attached? Yes No
Foundation As-Built? Yes No
Floor Plans? Yes No + e
Approval of Health Agent Date:
0 . Q
y Y
'4 INSTALLER PROJECT MANAGEMENT OBLIGATIONS
A
As the North Andover licensed installer for the construction of the septic system for the
property at S:, relative to the application
Of-TI/6. �T dated 8- X11/ 6�- for plans by 41. and
s
dated.-7 a-2– with revisions dated
I understand the following obligations for management of this project:
1. As the installer I am obligated to obtain all permits and Board of Health approved plans prior
to performing any work on a site. I must have the approved plans and the permit on site
when any work is being done.
2. As the installer I must call for any and all inspections. If homeowner, contractor, project
manger, or any other person not associated with my company schedules an inspection and the
j system is not ready then item three shall be applicable.
3. As the installer I am required to have the necessary work completed prior to the applicable
inspections as indicated below. I understand that requesting an inspection, without
completion of the items in accordance with Tile 5 and the Board of Health Regulations may
result in a$50.00 fine being levied against my company.
a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done
first. Installer must request the inspection but does not have to be present.
b Final inspection — Engineer p g eer must first do their inspection for elevations, ties, etc. As-built or
verbal OK from engineer must be submitted to Board of Health, after which installer calls for
inspection time. Installer must be present for this inspection. With pump system all electrical
work must be ready and able to cause pump to work and alarm to function.
c) Final Grade—Installer must request inspection when all grading is complete. Does not have to be
on site.
4. As the installer I understand that only I may perform the work (other than simple excavation)
required to complete the installation of the system identified in the attached application for
installation. I further understand that work by others unlicensed to install septic systems in
North Andover can constitute reasons for denial of the system, and/or revocation or
suspension of my license to operate in the Town of North Andover; significant fines to all
persons involved are also possible.
5. As the Installer I understand that I must be on site during the performance of the following
construction steps:
a) Determination that the proper elevation of the excavation has been reached.
b) Inspection of the sand and stone to be used.
c) Final inspection by Board of Health staff or consultant.
d) Installation of tank, D-box, pipes, stone, vent, pump chamber, retaining wall and other
components.
6. As the installer I understand that I am
solely responsible for the installation of the system as
per the approved plans. No instructions by the homeowner, general contractor, or any other
persons shall absolve me of this obligation.
Unde ned Licensed Septic staller
`ogDate: z = �tI— Ji
i
Di osal Works Const ction P it#
Town of North Anov r
Health-Depirrtment Date:
Location:
(Indicate Address, if Residential,or Name of Business)
Check#: 111'e17 / �45ti
Type of Permit or License: (Circle)
`. ➢ Animal $
➢ Dumpster $
➢ Food Service-Type.--
>
ype:➢ Funeral Directors $
➢ Massage Establishment $
➢ Massage Practice $
➢ Offal(Septic)Hauler $
➢ Recreational Camp $
➢ SEPTIC PERMITS:
❑ Septic-Soil Testing $
❑ Septic-Design Approval $
eptic Disposal Works Construction(DWC)$
❑ Septic Disposal Works Installers(DWI) $
➢ Sun tanning $
➢ Swimming Pool $
➢ Tobacco $
➢ Trash/Solid Waste Hauler $
➢ Well Construction $
➢ OTHER:(Indicate)
i
Health Agent Initials
536
White-Applicant Yellow-Health Pink-Treasurer
o 0
Commonwealth of Massachusetts
= City/Town of
Number
Application for Septic Disposal System �
Construction Permit - TOWN OF 1250.00—Full Repair
$125.00 -Component
NORTH ANDOVERMA 01845 Fee
Form 1 A
DEP has provided this form for use by local Boards of Health if they choose to do so. Before using
the form, check with your local Board of Health to make sure that they will accept it.
A. Facility Information
Important:
When filling out Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system
forms on the Repair or replace an existing on-site sewage disposal system
computer, use
only the tab key ❑ Repair or replace an existing system component
to move your
cursor-do not 1. Location of Facility:
use the return
key. I
Adds 67 Lot#
City/Town ( State Zip Code
recon
2. Owner Information
N e
1 C'
Addr s((if different from above)
City/Town State Zip Code
Telephone Number
3. Installer Information
/ DLV LA a7 `S
Name Name of Compa
OA-,
Add ss
00 V'01
City own L State Zip Code
T phone N ber
4. Designer Information
Name Name of Company
�oaedlL
Address
/U -, 014 et/S
City/Town State Zip tode
t5form1a.doc•06/03 Application for Disposal System Construction Permit•Page 1 of 3
Commonwealt of Massachusetts a
F City/Town of
a
U� Application for Septic Disposal System Number
Construction Permit - TOWN OF $250.00—Full Repair
$125.00- Component
NORTH ANDOVER, MA 01845 Fee
Form 1 A
Telephone Number
A. Facility Information (continued)
5. Typ of Building:
Dwelling ❑ Garbage Grinder(check if present)
Other: Type of Building �"``
Number of Persons Served
2/showers Number of showers ElCafeteria ElOther fixtures
Specify other fixtures:
6. Design Flow: q LID p4��
Gallons per Da
Calculated Daily Flow:
Gallons
7. Plan:
Date of Original
Number of Sheets Revision Date
Title of Plan
8. Description of Soil:
9. Nature of Repairs or Alterations if applicable):
p (
t5form1a.doc•06/03 Application for Disposal System Construction Permit•Page 2 of 3
Commonwealt9of Massachusetts
Q
City/Town of
�W Application for Septic Disposal System Number
a o
Construction Permit — TOWN OF $250.00– Full Repair
$125.00-Component
NORTH ANDOVER, MA 01845 Fee
Form 1 A
10. Date last inspected: Date
B. Agreement
The undersigned agrees to ensure the construction and maintenance of the afore-described on-site
sewage dispos system in accordance with the provisions of Title 5 of the Environmental Code and
not to place system in operation until a Certificate of Compliance has been issued by this Board
of Health.
A hile
Signature Date
I' io"A proved B
Na Date
Application Disapproved for the following reasons:
t5formla.doc•06/03 Application for Disposal System Construction Permit•Page 3 of 3
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FOQA - U - LOT RELEASE FOIr
INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from
Boards and Departments having jurisdiction have been obtained. This does not relieve the
applicant and or landowner from compliance with any applicable requirements.
APPLICANT ��� f- G ��n� PHONE(/7,
ASSESSORS MAP NUMBER LOT NUMBER
SUBDIVISION LOT NUMBER .�
STREET� � �!� '�'� STREET NUMBER 1� ^J
OFFICIAL USE ONLY
RECOMMENDATIONS OF TOWN AGENTS
DATE APPROVED
CONSERVATION ADMIN14TRATOR
DATE REJECTED
COMMENTS
DATE APPROVED
TOWN PLANNER
DATE REJECTED
COMMENTS
DATE APPROVED
FOOD INSPECTOR-HEALTH DATE REJECTED J
DATE APPROVED
SEPTIC INSPECTOR-HEALTH
c DATE REJECTED
COMMENTS
PUBLIC WORKS—SEWER I WATER CONNECTIONS
DRIVEWAY PERMIT
DATE APPROVED
FIRE DEPARTMENT
DATE REJECTED
CONAENTS
RECENED BY BUILDING INSPECTOR DATE
t r ,
y LETTER OF TRANSMITTAL NORTH
North Andover Health Department o�
400 Osgood Street 3� e•.` _ '_ '"b.d ooL
North Andover,MA 01845 0 p
978.688.9540 -Phone i ! L
978.688.8476 - Fax
healthdent(&,townofnorthandover.com- E-mail
www.townofnorthandover.com - Website Page ofSS�CHUS�
TO: DATE:
Benjamin C. Osgood, Jr., P.E. 1,19s,
g
COMPANY: FROM:Pamela DelleChiaie, Health Dept. Assistant
New England Engineering Services, Inc.
RE: /
Phone: 978.686.1768
Fax: 978.685.1099 91-
We
-We are sending you: Wlan Review Letter CAPPROVED NOTA PROVED
OSystem Construction Follow-Up Vther
These are transmitted as checked below:
Zktlor your File ®'As Required OAs Requested L'11'or Your Use
REMARKS:
COPY TO: Fax#
or
Mailed
COPY TO: Fax#
or
Mailed
COPY TO: Fax#
or
Mailed
0 0
ACTIVITY REPORT
TIME 09/09/2005 15:26
NAME HEALTH
FAX 9786888476
TEL 9786888476
SER.# 000B4J120960
N0, DATE TIME FAX NO./NAME DURATION PAGE(S) RESULT COMMENT
09/01 15:17 978 458 8994 01:12 02 OK RX ECM
#087 09/02 08:11 816038930733 19 01 OK TX ECM
#088 09/02 11:21 812032848514 40 02 OK TX ECM
#089 09/02 12:38 817818903223 25 02 OK TX ECM
#090 09/06 12:27 819782820012 36 02 OK TX ECM
#091 09/07 09:11 819782820012 19 01 OK TX ECM
09107 09:46 39 04 OK RX ECM
09/07 10:05 978 557 8633 01:04 03 OK RX ECM
09107 14:15 17756281633 02:28 03 OK RX ECM
#092 09/07 14:55 819784588994 54 03 OK TX ECM
#093 09/07 16:23 816175561049 38 04 OK TX ECM
0094 09/08 15:52 819783721130 58 02 OK TX
09/09 12:47 01:25 00 NG RX
#095 09/09 14:56 819784091269 02:35 07 OK TX
#096 09/09 15:21 89786851099 05:17 18 OK TX ECM
BUSY: BUSY/NO RESPONSE
NG POOR LINE CONDITION / OUT OF MEMORY
CV COVERPAGE
POL POLLING
RET RETRIEVAL
PC PC-FAX
Q 0
TOWN O NORTH AND F N VER NORTH
O
Office of COMMUNITY DEVELOPMENT AND SERVICES o? •` `�'°
HEALTH DEPARTMENT
s i + ►
400 OSGOOD STREET " ° •'
NORTH ANDOVER, MASSACHUSETTS 01845 �SSACH115�
Susan Y. Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
September 7, 2005
Margaret Doherty
1365 Salem Street
North Andover, MA 01845
Re: Subsurface Sewage Disposal System Plan for 1365 Salem Street, Map 106A, Lot 139
Dear Ms. Doherty:
The North Andover Board of Health has completed review of the septic system design plans for
the above referenced property submitted on your behalf by New England Engineering Services
dated April 27, 2005, received by this office on April 28, 2005.
This approval generally is valid for three years from the date of this letter and during this time a
licensed septic system installer must obtain a permit and complete this work, and a Certificate of
Compliance must be endorsed by the installer, designer and the Town of North Andover. The
time period for which this plan is valid is reduced to two years from the date of a septic system
inspection that did not meet the acceptable criteria in the state regulations.
The 4-bedroom(9-room maximum)design has been approved for use in the construction of a
replacement onsite septic system. At a regularly scheduled Board of Health meeting held on
August 25, 2005 the following local variances were approved regarding the proposed septic
system.
1) A reduction in offset distance between the leach bed and a wetland from 100 feet to 81
feet.
2) A reduction in offset distance between the leach bed and a septic tank from 75 feet to 51
feet
3) A reduction in offset distance between the leach bed and a septic pump chamber from 75
feet to 53 feet
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design
plan and/or soil evaluation, the originally issued Disposal System Construction Permit is
void, installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit(3 10 CMR 15.020(1)).
2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic
system installer or other representative to ensure that all other state and municipal
requirements are met. These may include review by the ConseeQation Commission,
Zoning Board, Planning.Board, Building Inspector, Plumbing Inspector and/or Electrical
Inspector. The issuance of a Disposal System Construction Permit shall not construe
and/or imply compliance with any of the aforementioned requirements.
Additionally, though not a reason for disapproval, you might wish to consider the following. Pleas '
submit revised plans if you choose these options:
• Using an effluent filter in the septic tank
• Raise the septic tank, if possible, to provide a slope of between 2% and 8%. A slope greater
than 8% may allow the water to run ahead of the solids potentially causing a backup in the
sewer line
• Explicitly specify the control panel to be used in order to ensure installation of pump
controls which are in compliance with regulatory requirements
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a septic system that will be in compliance with all regulations and
assure protection of public health and the environment of North Andover.
YSmcerelyer, REHS/RS
Public Health Director
cc: Ben Osgood Jr.,New England Engineering
File
OTOWN OF N ORT NORTH ANDOVER ,<
Office of COMMUNITY DEVELOPMENT AND SERVICES o? •'�o-
HEALTH DEPARTMENT
*
400 OSGOOD STREET " °• --- '
NORTH ANDOVER, MASSACHUSETTS 01845 'sS,�M�stt
Susan Y. Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
September 7, 2005
Margaret Doherty
1365 Salem Street
North Andover, MA 01845
Re: Subsurface Sewage Disposal System Plan for 1365 Salem Street, Map 106A, Lot 139
Dear Ms. Doherty:
The North Andover Board of Health has completed review of the septic system design plans for
the above referenced property submitted on your behalf by New England Engineering Services
dated April 27, 2005, received by this office on April 28, 2005.
This approval generally is valid for three years from the date of this letter and during this time a
licensed septic system installer must obtain a permit and complete this work, and a Certificate of
Compliance must be endorsed by the installer, designer and the Town of North Andover. The
time period for which this plan is valid is reduced to two years from the date of a septic system
inspection that did not meet the acceptable criteria in the state regulations.
The 4-bedroom(9-room maximum)design has been approved for use in the construction of a
replacement onsite septic system. At a regularly scheduled Board of Health meeting held on
August 25, 2005 the following local variances were approved regarding the proposed septic
system.
1) A reduction in offset distance between the leach bed and a wetland from 100 feet to 81
feet.
2) A reduction in offset distance between the leach bed and a septic tank from 75 feet to 51
feet
3) A reduction in offset distance between the leach bed and a septic pump chamber from 75
feet to 53 feet
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design
plan and/or soil evaluation, the originally issued Disposal System Construction Permit is
void, installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit(3 10 CMR 15.020(1)).
2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic
system installer or other representative to ensure that all other state and municipal
i
✓ requirements areOZ- These ma include review b the Conservation Commission,
requ ey y
Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical
Inspector. The issuance of a Disposal System Construction Permit shall not construe
and/or imply compliance with any of the aforementioned requirements.
Additionally, though not a reason for disapproval, you might wish to consider the following. Please
submit revised plans if you choose these options:
• Using an effluent filter in the septic tank
• Raise the septic tank, if possible, to provide a slope of between 2% and 8%. A slope greater
than 8%may allow the water to run ahead of the solids potentially causing a backup in the
sewer line
• Explicitly specify the control panel to be used in order to ensure installation of pump
controls which are in compliance with regulatory requirements
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a septic system that will be in compliance with all regulations and
assure protection of public health and the environment of North Andover.
Sincerel ,
Sus Y. Sawyer, REHS/RS
Public Health Director
cc: Ben Osgood Jr.,New England Engineering
File
I
North Andover Board of Asses Public Access Page 1 of 1
� o
MATCHING PARCELS
Fiscal Parcel ID Address Owner Name
Year
2005 210/106.A-0052-0000.0 1132 SALEM STREET ADAMS,RICHARD D.
- — - ADAMS,JOANNE
2005 210/106.A-0050-0000.0 1155 SALEM STREET DANTONIO, SAM P
SUSAN M DANTONIO
2005 210/106.A-0042-0000.0 1160 SALEM STREET HENNESSY,ANDREA J
PATRICK M HENNESSY
2005 210/106_A-0043-0000.0. 1187 SALEM STREET HURLBURT,DONNA J
2005 210/106.A-0121-0000.0 1190 SALEM STREET ROHDE,KATHLEEN M
2005 210/106.A-0088-0000.0 1200 SALEM STREET HAJJAR,EDWARD G
--- ----- --- KATHLEEN HAJJAR
2005 210/106.A-0181-0000.0 1212L-16 SALEM HANLEY,EDWARD W
— ------.-- STREET DIANE L HANLEY
2005 210/1.06.A-0119-0000.0, 1213 SALEM STREET LARSON,WILLIS A
GERTRUDE F LARSON
1216L-15 SALEM GUSTENHOVEN,CARL T
2005 210/106.A-0182-0000.0 STREET KIMBERLY
GUSTENHOVEN
2005 210/106.A-0183-0000.0 1220L-14 SALEM NASSAR III,HENRY J
STREET
Page: 19 of 29 « < 11 12 13 14 15 1.6 17 18 1.9 20 > >>
http://csc-ma.us/NandoverPubAcc/j sp/Ilome.j sp?Page=2&RecNo=181 9/2/2005
North Andover Board of Asses Public Access Page 1 of 1
MATCHING PARCELS
Fiscal Parcel ID Address Owner Name
Year
2005 210/106.A-011.8-0000.0 1225 SALEM ANDERSON,RICHARD C.
-- -- STREET FURTH,MIRA A.
2005 210/106.A-0184-0000.0 1234L-12 SALEM BONTEMPO,ROBERTO M
----- - - STREET NANCY A BONTEMPO
2005 210/106.A-0185-0000.0 1248L-11 SALEM DI BLASI,JOSEPH P
----------- -- STREET LAURA DI BLASI
1253 SALEM NITZSCHE TR,EDITH M
2005 210/106.A-0133-0000.0 STREET NORTH ANDOVER REALTY TRUST
OF ESSEX CNTY
2005 210/106.A-0186-0000 0 1260L-10 SALEM HU,KO-YING
- STREET ANGIE S14AI-PING
2005 210/106.A-0187-0000.0 1264 SALEM VESSAL,AHANG
-- —--- - STREET TAHERI,LADAN
2005 210/106.A-01_34-0000.0 1265 SALEM DINAPOLI,ANTHONY D
STREET
2005 210/106.A-0148-0000.0 1275 SALEM JAMES,STEVEN J
-— ---- STREET ROSE M JAMES
2005 210/106.A-0188-0000.0 1276L-8 SALEM MCLAUGHLIN,EDWARD C
-- ----- STREET TERESA M MCLAUGHLIN
2005 210/106.A-01.58-0000.0 1288 SALEM DONOVAN,WILLIAM J
- —----- STREET BARBARA A DONOVAN
< > >>
Page: 20 of 29 « 11 12 13 14 15 16 17 18 19 20 _
I
http://csc-ma.us/NandoverPubAcc/j sp/Home.j sp?Page=2&RecNo=191 9/2/2005
Board of Health
North Andover
Construction Summary Report-Sorted by Address
Printed On:Fri Sep 02,2005
Status Type of Permit Permit No. Submitted Expires Applicant Work Location
SIGNED OFF DWC-System Repair BHP-2004-0482 07/01/2004 07/06/2005 SHAHEEN, PETER G&DIANNE P S 542 SALEM STREET
Open DWC-System Repair BHP-2004-0612 05/01/2003 JACKSON REALTY TRUST&CAROL 575 SALEM STREET
Signed Off Septic System BHP-2003-0147 03/26/2003 JACKSON REALTY TRUST&CAROL 575 SALEM STREET
Open DWC-System Repair BHP-2004-0605 08/27/2004 STRINGER,JOSEPH&LORRAINE S 1094 SALEM STREET
SIGNED OFF DWC-System Repair BHP-2005-0242 07/18/2005 08/19/2005 Richard&Joanne Adams 1132 SALEM STREET
OSIGNED OFF DWC-System Repair BHP-2005-0235 07/12/2005 08/12/2005 HENNESSY,ANDREA J&PATRICK 1160 SALEM STREET
SIGNED OFF DWC-System Repair BHP-2005-0268 08/24/2005 09/24/2005 Margaret Doherty 1365 SALEM STREET
SIGNED OFF DWC-System Repair BHP-2004-1193 11/24/2004 SEARS, GEORGE M&MARJORIE E 1580 SALEM STREET
Address=542 SALEM STREET: 8
GeoTMS®2005 Des Lauriers Municipal Solutions, Inc. Page 1 of 1
0 0
Ja-Pelle a eCh1 l , Pamela P m la
From: Dan Ottenheimer[info@millriverconsulting.com]
Sent: Friday, August 19, 2005 3:05 PM
To: DelleChiaie, Pamela; amcbrearty@verizon.net
Cc: LisaL@millriverconsulting.com
Subject: RE: BOH meeting
Daniel Ottenheimer
(info@millr...
Those three are next on our plate to tackle, however, your truly is
going
away for the week so there are no guarantees Andy won't be faced with a
million and one bumps in the road. Therefore I took a quick glance at
the
variances and LUAs requested today to answer this e-mail.
I am most concerned with the LUA request to the drinking well on the
Paddock
Lane plan. The good news it is the well serving the house in question
and
not a neighbor's well. Since they would be putting their own well at
greatest risk, one option might be to grant the LUA with the condition
that
annual water quality testing be performed for bacteria and nitrogen with
results copied to the health department.
We'll get the detailed reviews to you as soon as possible.
Dan
Daniel Ottenheimer, President
Mill River Consulting, Inc.
Septic System Management Services
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.com
dano@millriverconsulting.com
-----Original Message?----
From: DelleChiaie, Pamela [mailto:pdellechiaie@townofnorthandover.com]
Sent: Friday, August 19, 2005 8:05 AM
To: amcbrearty@verizon.net
Cc: info@millriverconsulting.com; LisaL@millriverconsulting.com
Subject: BOH meeting
Due to 4-6 night hearings for the Board memebers for the month of
September,
the BOH meeting is going to be cancelled. Could the reviews for the
plans
below possible get done before my August 25th meeting. This way I can
inform
the board of our position on the variance/ LUA etc. requests.
55 Oakes_Dr v-e----s-en�p— 05
-Salem Street - sent up 8/1
1
0 o
I am sure you haven't looked at 72 Paddock, but I will probably put it
on
ttie agenda anyway, so not to add hardship to the homeowner. sent up
8/10.
Bill is asking for 70 feet to a well on site and 80 feet to the wetland.
If
you have any comments on that maybe you could let me know if possible.
Thanks
Susan
Thank goodness Pam is back on Monday! !
2
C
North Andover Board of Health
MEETING AGENDA
Thursday, August 25, 2005
7:00 p.m.
120 Main Street
Town Hall Building
2nd Floor Meeting Room
New Business
I. Meeting Minutes - Final Approval for July 2005.
II. 55 Oakes Drive–Proposal from Thomas Hector,Project Manager, of New England
Engineering to request the following:
Variance to N. A. Regulation 5.02
Offset distance from wetlands to septic tank from 75 feet to 51
Variance to N. A. Regulation 5.02
Offset distance from wetlands to pump chamber from 75 feet to 56 feet
Variance to N.A. Regulation 5.02
Offset distance from wetlands to a leaching facility from 100 feet to 50 feet
Variance to N.A. Regulation 1.05
Allow a design based on 3 bedrooms in lieu of a 4 bedroom minimum required by the
North Andover Health Bylaw. Approval of this plan requires that a deed restriction
limiting the dwelling to 3 bedrooms be recorded at the registry of deeds.
III. 1365 Salem Street _fit 1
Variance to N.A. Regulation 5.02 cols &_nD vz
Reduction in offset distance from wetlands to an from;7�feet toX—feet.
Variance to N.A. Regulation 5.02
Reduction in offset distance from wetlands to septic tank from 75 feet to 51 feet
Variance to N.A. Regulation 5.02
Reduction in offset distance from wetlands to pump chamber'from 75 feet to 53 feet
W. 72 Paddock Lane
Local Upgrade Approval Required
Setback from the SAS to a private well from 100 feet to 70 feet
Variance to N.A. Regulation5.02
Reduction in offset distance from wetlands to the SAS from 100 feet to 80 feet
Old Business
I. Re-review of proposed Tattoo/Body Art Regulations
Note: The BoardofWeafth reserves the right to take items out of order and to discuss andlor vote on items that are not Lutedon the agenda.
August 25,2005-North Andover Board of Health Meeting- enda Page 1 of2
Board o(Health Members: Thomas Trowbridge,DDS,MD,Chairman,Jonathan Markey,Member;Cheryl Bar.Zak,Clerk
Health Department Staff-Susan Sanger,Health Director; Debra&Ylaban,Public Health Nurse;Michele Grant,Pubkic Health In.+peaor;Pamela DelkChiaie,
Health Department Assistant
I
0 0
Discussion
I. Title V Inspector Licensing- continued until October
II. Isolation and Quarantine
Correspondence
Note: The Boardof 0eafth reserves the right to take items out of order andto discuss araC/or vote on items that are not fistedon the agenda.
August 25,2005-North Andover Board of Health Meeting-Ag—en da Page 2 of2
Board of Heallh Members: Thomas Trowbridge,DDS,MD,Chairman,Jonathan Markey,Member;Cheryl Barctiak:,Clerk
Health Department SlafF Susan Sa"er,Heallh Director, Debra Rillahan,Public Health Nurse;Michele Grant,Public Health Inspector,•Pamela DelkCbiaie,
Health Department Assistant
w _' Town of North Aridaver
HEALTH-DEPARTMENT
27 Charles Street
���'��®
North Andover,MA 01845
978.688.9540
healthdep0ownofnorthandover.com JUL. 2 8 2005
70HEALLTH DEPARTNv1 ER
OF NORTH T
SEPTIC PLAN SUBMITTAL FORM
DATE OF SUBMISSION: ooh
SITE LOCATION: I,3 SGt l2�M �free�
-ENGINEER: e w E-qqLned �vt kv%ae ri Qry%
/
NEW PLANS. YES $225.00/Plan�—
V ,oo�3 Check#: G
(Includes I and one Re Review Only)
REVISED PLANS: YES S 75.00/Plan Check#:
SITE EVALUATION FORMS INCLUDED:
YES NO
LOCAL UPGRADE FORM INCLUDED: YES NO /V
Telephone#• q $ 6 8 6- 7 e $ Fax#:__ Rel (.85= 1O`jq
E-mail: ee 0.a 1.Com
HOMEOWNER NAME: fiolfTlkrei
OFFICE USE ONLY
When the submission is complete(Including check):
1. Date stamp plans s and letter
2. Complete and attach Receipt
3. Copy �File• Forward to Consultant
n
4. Enter on Log Sheet and Database
Comm'onwea th of
� Massachusetts
City/Town of /\Jc)4h Aydcver
W Percolation Test
Form 12
G M Syey`v
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
Impothe local Board of Health to determine the form they use.
Whe n filling out want. A. Site Information
Whe
forms on the
computer, use Margaret Doherty
only the tab key Owner Name
to move your 1365 Salem Street
cursor-do not
use the return Street Address or Lot#
key. North Andover MA 08145
CitylTown State
r� 24 Zip Code
Contact Person(if different from Owner 9 688-26
� Telephone Number
B. Test Results
6/8/05 4:00 7/12/05 9:00
Date Time Date
Time
Observation Hole# PT1 PT1 B
Depth of Perc 32"/16" 40'718"
Start Pre-Soak 3:50 9:03
End Pre-Soak 4:05 9:18
Time at 12" 4:05 9:18
Time at 9" at 10" 4:35 9:48
Time at 6" - 10:41
Time (9"-6") - 53 MIN.
Rate (Min./Inch) - 18 MIN. PER INCH
Test Passed: ❑ Test Passed:
Test Failed: ® Test Failed: ❑
Perc test 1 performed by Thomas K. Hector, witnessed by Daniel Ottenheimer, Mill River Consulting
Test Performed By
Perc test 1 B performed by Benjamin C. Osgood, Jr., witnessed by Andrew McBrearty, Mill River
Consulting
Comments:
t5form12.doc•06/03
Perc Test•Page 1 of 1
o:
FORM .11.- SOIL EVALUATOR FORM
Page 1 of 3
No. 1,T�a. 1I3 Date:
Commonwealth of Massachusetts
Jl1o��l,� srover , Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
o TPI TPa.
(�. 1 (T?1 TPS'
Performed By: an�¢ ►�n.. ...C�.59o0 .\... .�.$)� ..�e61br i Date: ?��aIOf...(Tflo
Witnessed By: Pwie.1..... ? #end►e��ne.��.. .n4f ..1'1.....l re—vi kll._
t Dada,Address or 50.1 a INS S F Ceet Address Num.id , Aox ar'c'h' b Ae A y
La f .
A)or4 aver JulA T f IM,, S0.1-04% 5!'
A)or+t� Ahd overt /A A 0t8LEr
ew Construction ❑ Repair
Office Review
Published Soil Survey Available: No ❑ Yes �!
Year Published -11-01..... Publication Scale I kif
� ..$t..o
Soil Map Unit AC_
, .
Drainage Class fP.ppr.... Soil Limitations ... gfa'�Q...:6...ra fo.lk
Surficial Geologic Report Available: No ET Yes ❑
Year Published „N...w.N..,.,.. Publication Scale
GeologicMaterial (Map Unit) ............................................................................................................. .-_ ............
Landform. ............................................................................................._..............................----.. ................
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑Yes ❑
Within 500 year flood boundary No []Yes ❑
Within 100 year flood boundary No ❑Yes N
Wetland Area:
National Wetland Inventory Map (map unit) .} ........... .....................................__._...._...........
_ _.._ .
Wetlands Conservancy Program Map (map unit) .......,. .A..................................__....__...........---
-Curr6nt Water Resource Conditions(USGS): MonthQ vy► 0200.
Range :Above Normal NNormal ❑Belcw Normal ❑
Other References Reviewed:
DEP APPROVED FORM-12/07/95
-
o 0
FORM 11 = SOIL EVALUATOR I<ORM
Page 2 of 3
Location Address or Lot No. � (�� ICM �i'te'}, Aor+k lover
On-site Review
p �F� 6 8/0 3'ov
Dee Hole Number :.:. : .::. Date:w..... w:,-...:.5 Time:.:...:..�--:: Weather Afr 8
Location (identifyQn site plant
� eS1 .:.�t'taa`..:.:. . Ilrope (%) ..-,- ,.�la Surface Stones
.and Use
:...Y:. .. ::::...:..: ...::.....:::.... :..:::
Vegetation ,. S.S::...:.:...:.::.:w..:::.:.......:... ..:. : ._�N..::. .:::..:..:.:..:.. .:...::.,:::.,.. .,.:..:,..�.::k._.�.k,:h_�. n:...--:v
LandformARM,",ILA
Position on landscape (sketch on the back)
Distances from:
Open Water Body .01... !k feet Drainage way.1,09 - feet '
PossibleMet Arta ,:�?�...... feet Property Line ....:fir: feet
Drinking Water Well ALSO feet :Other
DEEP OBSERVATION HOLE LOG'
Depth from Soil Horizon Soil Texture Sol color c..:1 0`uo;
V...
Surface.0fiches) (USDA) (Munselq Mottling (Structure,Stones,Boulders,Consistency, R6
Gravell
1�
Fill-
thr-
70 131
50 .13
d
IoYK .
S VoYQ 6 Cis IMM
56tick
close ry &A eu IS% t,
- � - i�'S�C•rt+v tQ, .?J baS�d oh
ray e rMl 'OSED DISPOSAL AREA
Parent Material(geologic) Ia��oA Depthto8edrock:
Depth to Groundwater. Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water: �.5.
DEP APPROVED FORM-12/07/95
:FORM 11 = SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. �3(o_S Sal er,% areet I 10 over
On-site Review
Deep Hole Number . ..: Datek �.1aS
ea
Time:.::l._.1..�:�. F.M 7
Location (identify o site plan)
the
Land Use Ci5::.::.eAd;a.t_.. Slope (%)'._i:; % Surface Stones
..::... . ..:
Vegetation :.�?::�5,5:.:::.:..� .. ........ . . ..�.. _
Landform ... i'r�ni~.::. ::.:::::. .. . .... ..... .......:.� .._:..:.......:n.....v.:::...m.._..:.:.:._..�.:.......-..�.......:..:.. ...... ....... ...
:.:..:...:::....:.:.:.:..,_...... .. ....:.. ::.:.::.::...:::::::.,..:: :::.:::.,...:::::::,::::.,....:........v....... :
Position on landscape (sketch on the back) ..: off .. �� Pe,::,,.,,H:..n:.•:.._ .
Distances from:
Open Water Body o0 ., feet Drainage way-1,00-0 feet
Posslble.Wet Area ::.: ......:.: feet Property Line — ._,.::. feet
Drinking Water Well >J50:. feet Other
DEEP OBSERVATION HOLE LOG!
Depth from Soil Horizon Soil Texture Soil color Soil per
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, 96
Gravel)
0 (o ala I !d �
` AO
`fl-
Go
60 -.1 toya� o�`0 15Ebl-e5
5313
MINIMUM OF 2 HO -MMIROXT
ITS EVERY PRO DISPOSALARLA
Parent Material(geologic)_ w .` ;0r. ►�� DepthtoBedrock:
J`
Depth to Groundwater: 'Standing Water in the Hole: Weeping from Pit Face:
tl
Estimated Seasonal High Ground Water:
DEP APPROVED FORM-12/07/95
:FORM 11 = SOIL EVALUATOR FORM
• .. 4 ..
Page 2 of 3
Location Address or Lot No. �3(0,� (�y� � of � ,nc�ve.r-
On-site Review
Deep Hole Number .�.01-: Date:.H�-.g fps :pa r $O
�:��-�. Time:.:4::.:.:..:.. Weather tAr
Location (identify o site plan)
.:..:.::::....:::
Land Use ... : . :1 ..: ►...1 , .:.. .:.. Slope (%) -J-%P Surface Stones
v.,.v..: .:.. : ..::.... :.....
Position'on landscape (sketch on the back( -. U4d .., �.7►,c�,e,,.::,.� ..w,.,_.,-, a-
Distances from:
Open Water Body x:91 ;,. feet Drainage way..(. :, feet '
Possible'.Wq Area,:µ:.105*feet Property Line — feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG!
Depth fromSolt Horizon Soil Texture Soil color Soil Other
Surface(lciehes) (USD/) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, 96
Gravel)
-.
l -
67. G s IoYR S/ . l0!a
ot.5 - 54-��� S S. 10%D
7.5YFL
PROPOSED DISPOW AREA
Parent Material(geologic) _Aplat"os, T% DepthtoBedrock:
Depth to Groundwater: 'Standing Water in the Hole- -72Weeping from Pit Face:
Estimated Seasonal High Ground Water: -I
DEP APPROVED FORM-1210719S
Y
o
FORM 11 - SOIL EVALUATOR FORM
Page- 3 of 3
Location Address or Lot No. X365 SA�� i'eef,A� � er
Determination for Seasonal High Water Table
Method Used:
Depth observed standing in observation hole................... inches
❑ Depth weeping from side of observation hole................... inches
Depth to soil mottlesinches(19 TPX. rPs8)
❑ Ground water adjustment ................... feet
Index Well Number .................. Reading Date ................... Index well level ...................
Adjustment factor ................... Adjusted ground water level ........................................................
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all 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
1 certify that on 11 q JOY (date) I have. passed the soil evaluator.examin.atio.n
approved by the Department of Environmental Protection and that the above analysis
waserformed b me consistent with the required training, expertise and experience
P Y
described in 310 CMR 15.017.
to � r aS
Signature Da
DEP APPROVED FORM-12107195
O O Page 1 of 1
DelleChiaie, Pamela
From: Lisa LeVasseur[lisal@millriverconsulting.com]
Sent: Thursday, July 14, 2005 10:19 AM
To: Sawyer, Susan; amcbrearty@miliriverconsulting.com; DelleChiaie, Pamela;
dano@millriverconsulting.com
Subject: Perc for 1365 Salem Street
Lisa LeVasseur
Mill River Consulting
Your Complete Source for Onsite Wastewater Management
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.m-illriverconsulting.com
7/14/2005
'Ge11 C�
i
1 ;Snob
0c7 0 fic aq6
I
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n
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S� ;b : ,,6 0
i
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er ���W
0
Town of North AneioveF_
Health Department Date:
2 � f
_ Location: /�i.:��� QGp_-
(Indicate Address,if Residential,or Name of Business)
Check#:
Type of Permit or License:(Circle)
➢ Animal $
➢ Dumpster $
➢ Food Service-Type: $
➢ Funeral Directors $
➢ Massage Establishment $
➢ Massage Practice $
➢ Offal(Septic)Hauler $
➢ Recreational Camp $
➢ SEPTIC PERMITS:
❑ S 'c-Soil Testing $
c-Design Approval $
Dispo s Constructz
❑ Septic Disposal Works Installers(DWI) $
➢ Sun tanning $
➢ Swimming Pool $
➢ Tobacco $
➢ TrashlSolid Waste Hauler $
➢ Well Construction $
➢ OTHER:(Indicate)
Health Agent Initials
932
White-Applicant Yellow-'Health "Pink-Treasurer
f
0 . 0
NEW ENGLAND ENGINEERING SERVICES
INC
July 22, 2005
Mrs. Susan Sawyer
North Andover Board of Health
400 Osgood Street R C'°x V E
North Andover, MA 01845
JUL 2 S 2005
Re: 1365 Salem Street,North Andover,MA TOWN OF NORTH ANDOVER
Septic System Design Submittal HEALTH DEPARTMENT
Dear Mrs. Sawyer,
The following plans and enclosures for the above referenced property are being submitted
for approval.
1. (3) Copies of the Septic System Design Plans.
2. 2 Copies of the Form 11-Soil Evaluator Sheets.
( .)
3. (2)Copies of the Form 12-Percolation Test Sheets.
4. (1)Letter requesting to be included on agenda for next BOH meeting.
5. (1) Copy of Septic Submittal Form.
6. Check for the Town approval fees.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
Thomas Hector
Project Engineer
60 BEECHWOOD DRIVE-.NORTH ANDOVER,MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099
0 . 0
IN,
NEW ENGLAND ENGINEERING SERVICES
INC
July 28, 2005
Susan Sawyer
North Andover Board of Health
400 Osgood Street
North Andover, MA 01845 RECEIVED
Re: 1365 Salem Street, North Andover, MA JUL 2 8 2005
Local Bylaw Variance Request
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
Dear Ms. Sawyer,
The purpose of this fetter is to request that the above referenced property be included in the
upcoming Board of Health meeting agenda to discuss the following Local Bylaw Variance
requests:
Local Bylaw Variance
1. Reduction in offset distance from wetlands to a leach bed from 100 feet required by North
Andover Local Bylaw to 81 feet.
2. Reduction in offset distance from wetlands to septic tank from 75 feet required by North
Andover Local Bylaw to 51 feet.
3. Reduction in offset distance from wetlands to pump chamber from 75 feet required by
North Andover Local Bylaw to 53 feet.
This request pertains to the plan entitled, "Proposed Subsurface Sewage Disposal System, 1365
Salem Street North Andover, MA, Assessors Map 106A, Lot 139," dated July 27, 2005,
prepared by New England Engineering Services, Inc.
If you have any questions or comments, please do not hesitate to contact this office.
Sincerely,
l
Thomas Hector
Project Engineer
60 BEECHWOOD DRIVE-NORTH ANDOVER,MA 01845-(978)686-1768-(888)359-7645-FAX(978)685-1099
J Page 1 of 1
E.
i
DelleChiaie, Pamela
From: Lisa LeVasseur[lisal@millriverconsulting.com]
Sent: Monday, June 20, 2005 11:19 AM
To: Sawyer, Susan; amcbrearty@millriverconsulting.com; DelleChiaie, Pamela;
dano@millriverconsulting.com
Subject: 1365 Salem Street Soils
Lisa LeVasseur
Mill River Consulting
Your Complete Source for Onsite Wastewater Management
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsultin2.com
6/20/2005
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4
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7
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DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Wednesday, June 22, 2005 9:07 AM
To: 'Daniel Ottenheimer(E-mail)'; 'Lisa LeVasseur(E-mail)'; 'McBrearty Andrew(E-mail)'
Cc: Sawyer, Susan
Subject: 47 Evergreen Drive-Soil Test / 1312 Salem Street- Perc/Deep Hole / 1365 Salem Street-
Perc/Deep Hole
Importance: High
Hello,
Kim from NEES dropped off an application for the above yesterday aftexnoonwhricb-I-w'lla`be faxing soon. She also had a
note about one more deep hole and perc test for 1312 Salem Str and 1365 Salem Street eeded for those sites, and
can it be scheduled the same day as above?
I also have a question as to whether the requests for the additional deep hole/perc test(s)would be considered an
additional charge, or if these would be included as part of their initial applications? Please let me know asap. Tx.
P
ARM&A w D¢B.467.4iai¢
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover,MA o1845
978.688.9540-Phone
978.688.8476-Fax
http://www.townoftiorthandover.com
healthdept@townofnorthandover.com
1
1
1365 Salem Street- Soil Test
ofication Page 1 of 1
Q
DelleChiaie, Pamela
From: Lisa LeVasseur[lisal@millriverconsulting.com]
Sent: Tuesday, May 31, 2005 12:08 PM
To: DelleChiaie, Pamela; 'Daniel Ottenheimer(E-mail)'; 'McBrearty Andrew(E-mail)'
Cc: 'Osgood-Ben-(-E= '
Subject: RE: 65 Salem Stree -Soil Test Application
All set. They'll do 1365 in the morning, after 1312.
Lisa LeVasseur
Mill River Consulting
Your Complete Source for Onsite Wastewater Management
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www,millri_verconsulting.com
-----Original Message-----
From: DelleChiaie, Pamela [ma i Ito:pdellech ia ie@townofnorthandover.com]
Sent: Tuesday, May 31, 2005 10:13 AM
To: Daniel Ottenheimer(E-mail); Lisa LeVasseur(E-mail); McBrearty Andrew (E-mail)
Cc: Osgood Ben (E-mail)
Subject: 1365 Salem Street- Soil Test Application
Hello,
Steve was just in, and dropped of an application for above. This is four houses down from 1312 Salem
Street, which is scheduled for June 8th. Can you schedule this for the same day?
will be faxing the application to you. Barring any issues from Conservation, this should be okay. Thank
you.
Pwtiy¢Ba D¢�B¢L�l6iAi¢
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover,MA o1845
978.688.9540-Phone
978.688.8476-Fax
htlp-://www.townofiiorthandover.com
healthdept@townofnorthandover.com
5/311/2005
4
Town of North Andover
Health Department Date:
Location: /J10 �,✓J'��.�' r
(Indicate Address,if
Residential,or Name of Business)
Check#:
Type of Permit or License:(Circle)
➢ Animal $
➢ Dumpster $
➢ Food Service-Type: $
➢ Funeral Directors $
➢ Massage Establishment $
➢ Massage Practice $
➢ Offal(Septic)Hauler $
➢ Recreational Camp $
➢ SEPTIC PERMITS:
o;i4tic-Soil Testing $
❑ Septic-Design Approval $
❑ Septic Disposal Works Construction(DWC)$
❑ Septic Disposal Works Installers(DWI) $
➢ Sun tanning $
➢ Swimming Pool $
➢ Tobacco $
➢ Trash/Solid Waste Hauler $
➢ Well Construction $
➢ OTHER:(Indicate)
g Health Agent Initials
White-Applicant Yellow-Health Pink-Treasurer
t
t
f • j t
LETTER OF TRANSMITTAL
North Andover Health Department a� No oTh
400 Osgood Street ► a! •�6*a �oL
North Andover,MA 01845 }O �••'
978.688.9540 -Phone
by
978.688.8476 - Fax COC„C,„wK„
healthdent(a,townofnorthandover.com -E-mail �q °RATED
www.townofnorthandover.com - Website Page / of SS'4CNu5Ei
TO: DATE:
Daniel Ottenheimer
COMPANY: FROM:Pamela DelleChiaie, Health Dept. Assistant
Mill River Consulting
RE:
Phone: 1.800.377.3044 or 978.282.0014
Fax: 978.282.0012
We are sendin ou: oil Test OPlans or Review L7 Other ill in below)
These are transmitted as checked below:
OFor Review and comment OAs Requested Required OFor Your Use
9 s 9
REMARKS:
COPY TO:
.�
.41
COPY TO:
COPY TO: SIGNED:
. TRANSMISSION VERIFICATION REPORT
TIME 05/31/2005 09:33
NAME HEALTH
FAX 9786888476
TEL 9786888476
SER.# 000B4J120960
I
DATEJIME 05131 09:32
FAX NO./NAME 819782820012
PAGE(S)
DURATION 0:00:58
RESULT OK
MODE STANDARD
ECM
i
I I
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Tuesday, May 31, 2005 10:13 AM
To: 'Daniel Ottenheimer(E-mail)'; 'Lisa LeVasseur(E-mail)'; 'McBrearty Andrew(E-mail)'
Cc: Osgood Ben (E-mail)
Subject: 1365 Salem Street-Soil Test Application
Hello,
Steve was just in, and dropped of an application for above. This is four houses down from 1312 Salem Street, which is
scheduled for June 8th. Can you schedule this for the same day?
I will be faxing the application to you. Barring any issues from Conservation, this should be okay. Thank you.
$¢gl R¢gwPds,
pA�e�A neeeBe�s�afe
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover,MA o1845
978.688.9540-Phone
978.688.8476-Fax
http://www.townofnorthandover.com
healthdept@townofnorthandover.com
I
1
• BOARD OF HEALTH
NORTH ANDOVER, MASS. 01845
978-688-9540
APPLICATION FOR SOIL TESTS
j DATE: 5 MAP&PARCEL: d
LOCATION OF SOIL TESTS: 3 6S J;�Irlel� -r7
II
OWNER: / � l'��J DO ,Q TEL.NO.:
ADDRESS: S-T - We( 4111U7)lvk e
ENGINEER: Ari�w rc viLnerA Gua rut-w-1 y( TEL.NO.:
CERTIFIED SOIL EVALUATOR:
Intended use of land: Residential Subdivision gle Family Home Commerciale
Is This:
Repair testing _ Undeveloped lot testing Upgrade for addition
In the Lake Cochichewick WatershedT Yes No
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM:
1. Proof of land ownership(Tax bill,deed,or letter from owner permitting tests)
O 2. Plot plan
3. Fee of$425.00 per lot for new construction. This covers the minimum two deep holes.and two percolation tests
required for each disposal area Fee of$360.00 per lot for repairs or upgrades.
GENERAL INFORMATION
1. Only Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass.Registered Sanitarians and Professional Engineers can design septic plans.
3. At least two deep holes and two percolation tests are required for each septic system disposal area
4. Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of testing.
6. Within 45 days of testing,a scaled plan(no smaller than 1"-100')shall be submitted to the Board of Health showing the
location of all tests(including aborted tests).
7. Within 60 days of testing soil evaluation forms shall be submitted. /
Please Do Not Write Below This Line
N.A.Conservation Commission Approval:
1
Date Received: Check Amount: Check Date:
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NEW ENGLAND ENGINEERING SERVICES,INC. 7905
"town of North Andover F b 8/2005
Soil testing 1365 Salem Street,North Andover 360.00
I
Checking-Banknorth 360.00
LETTER OF TRANSMITTAL NORTH
North Andover Health Department of T%.90 , '�q►
400 Osgood Street 3'� b�< _ '.. '^6"° mot
North Andover, MA 01845
978.688.9540 - Phone640
978.688.8476 - Fax �0$16 C««� -,..'�
healthdeptntownofnorthandover.com - E-mail �''9s""*'D
www.townofnorthandover.com - Website Page / of SACHt1`��
TO: DATE:
Daniel Ottenheimer
COMPANY: FROM:Pamela DelleChiaie, Health Dept. Assistant
Mill River Consulting
Phone: 1.800.377.3044 or 978.282.0014 RE: �
Fax: 978.282.0012
We are sending you: oil Test OPlans or Review 0Other ill in below)
These are transmitted as checked below:
OFor Review and comment OAs Requested 9s Required OFor Your Use
REMARKS:
CO O: ,
COPY
COPY TO: SIGNED:
I
i
i
i
TRANSMISSION VERIFICATION REPORT
TIME 05/31/2005 09:33
NAME HEALTH
FAX 9786888476
TEL 9786888476
SER.# 000B4J120960
DATE DIME 05/31 09:32
FAX NO./NAME 819782820012
DURATION 00:00:58
PAGE{S} 04
RESULT OK
MODE STANDARD
ECM
t
DelleChiaie, Pamela
I
From: DelleChiaie, Pamela
Sent: Tuesday, May 31, 2005 10:13 AM
To: 'Daniel Ottenheimer(E-mail)'; 'Lisa LeVasseur(E-mail)'; 'McBrearty Andrew(E-mail)'
Cc: Osgood Ben (E-mail)
Subject: 1365 Salem Street-Soil Test Application
Hello,
Steve was just in, and dropped of an application for above. This is four houses down from 1312 Salem Street, which is
scheduled for June 8th. Can you schedule this for the same day?
I will be faxing the application to you. Barring any issues from Conservation, this should be okay. Thank you.
8a8f Ragw�dg,
Pa�IraBw DaBQaL�llfwfa
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover,MA o1845
8.688.
97 954o-Phone
978.688.8476-Fax
http://www.townofnorthandover.com
healthdept@townofnorthandover.com
1
C-)
f BOARD OF HEALTH
NORTH ANDOVER, MASS. 01845
978-688-9540
APPLICATION FOR SOIL TESTS
DATE: �� MAP&PARCEL: �1� 3
LOCATION OF SOIL TESTS:
1f iQ .N
OWNER, �` � TF.Ii. •: y
ADDRESS:_/ Sl�1 �f/r - /t�d1?7#
ENGINEER: l kqwqVt(g gfua ok-kpu VU L TEL.NO.:
CERTIFIED SOIL EVALUATOR: C OS 1"c)() 7e— lL l G
Intended use of land: Residential Subdivision tgl2,-F mily Home Commercial
Is This:
Repair testing _ Undeveloped lot testing Upgrade for addition T
In the Lake Cochichewick WatershedT Yes No
THE FOLLOWING MUST BE INCLUDED WrrH THIS FORM:
1. Proof of land ownership(Tax bill,deed,or letter from owner permitting tests)
2. Plot plan
3. Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests
required for each disposal area. Fee of$360.00 per lot for repairs or upgrades.
GENERAL INFORMATION
1. Only Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass.Registered Sanitarians and Professional Engineers can design septic plans.
3. At least two deep holes and two percolation tests are required for each septic system disposal area.
4. Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of testing.
6. Within 45 days of testing,a scaled plan(no smaller than 1"-100')shall be submitted to the Board of Health showing the
location of all tests(including aborted tests).
7. Within 60 days of testing soil evaluation forms shall be submitted. /
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N.A.Conservation Commission Approval:
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SYSTEM PUMPING RECORD
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SYSTEM OWNER& ADDRESS SYSTEM LOCATION
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DATE OF PUMPING: . I / [ QUANTITY PUMPED ,$'0-b GALLONS
CESSPOOL: NO YES SEPTIC TANK: NO YES M a
NATURE OF SERVICE: ROUTINE_�L EMERGENCY
OBSERVATIONS:
GOOD CONDITION FULL TO COVER
HEAVY GREASE -BAFFLES IN PLACE
ROOTS LEACHFIELD RUNBACK
EXCESSIVE SOLIDS FLOODED
SOLIDS CARRYOVER, OTHER (EXPLAIN)
SYSTEM PUMPED BY: _` �Ly
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.COMMENTS: . (
CONTENTS TRANSFERRED TO: -e-
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