HomeMy WebLinkAboutMiscellaneous - 506 BOSTON STREET 4/30/2018 (2) ti.
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North Andover Board of Assessors Public Access Page 1 of 1
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s�CHU `� �roperty Record Card
Click Seal To Return Parcel ID :210/107.D-0079-0000.0 FY:2008 Community :North Andover
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Summary
Residence
Detached Structure
Condo 506 BOSTON STREET
Commercial
Location: 506 BOSTON STREET
Owner Name: MURPHY,JAMES E
MURPHY,MARIE
Owner Address: 506 BOSTON STREET
City: NORTH ANDOVER State: MA Zip: 01845
Neighborhood: 6-6 Land Area: 1.46 acres
Use Code: 101-SNGL-FAM-RES Total Finished Area: 1696 sqft
ASSESSMENTS CURRENT YEAR PREVIOUS YEAR
Total Value: 456,600 488,500
Building Value: 244,500 254,000
Land Value: 212,100 234,500
Market and Value: 212,100
Chapter Land Value:
LATEST SALE
Sale Price: 0 Sale Date: 12/31/1974
Arms Length Sale Code: N-NO-OTHER Grantor:
Cert Doc: Book: 01271 Page: 0779
r
http://csc-ma.us/PROPAPP/display.do?linkld=1182375&town=NandoverPubAcc 10/29/2008
Commonwealth of Massachusetts y
City/Town of "
System Pumping Record I
DEC 11 2012
TOWtJ OF NORTH ANDD\"ER E
`~ Form 4 HEALTH DEPARTi,,FNT
DEP has provided this form for usem by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using.this form, check with your
local Board of Health.to determine the form they use.The System Pumping Record must be submitted to
the local Board of Health or other approving authority.
A. Facility Information
1. System Location: Left/Right front of house e /Rig aro hous , Left/right side of house, Left/
Right side of building, Left/Right front of building, Left/ Ig rear of building, Under deck
Address
C—to!c
Cityrrown -`- State Zip Code
2. System Owner.
'MkAr
Name
Address(if different from location)
Citylrown State Zip Code
Telephone Number
B. Pumping Record
1. Date of Pumping Date ;'2 uantity Pumped:
Gallons
3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight aT n
❑ Other(describe):
4. Effluent Tee Filter present? Yes ❑ No If yes, was it cleaned? Yes ❑ No
5. Condition of System:
6. System Pumped By:
Neil Bateson F5821
Name Vehicle License Number
Bateson Enterprises Inc
Company
7. Location ere ntents were disposed:
G LS. Lowell Waste Water
signitufe 9t Haule Date
t5form4.doc•06/03 System Pumping Record•Page 1 of 1
�L\ Commonwealth of Massachusetts RECEIVED
City/Town of
w° System Pumping Record JAN - 3 2011
Form 4 TOWN OF NORTH ANDOVER
M SVv'L HEALTH DEPARTME T
DEP has provided this form for use by local Boards of Health. Other o the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority.
A. Facility Information
1. System Location: Left front of house, right front of house, left side of house, right side of house, eft
rear f house 'ght rear of house, left side of building, right rear of building, under deck.
)SI^ d50(1P ?6'75+QAs�-
Cityrrown State Zip Code
2. System Owner:
u
Name
Address(if different from location)
City/Town State GG Zip Code 11
Telephone Number
B. Pumping Record
1. Date of Pumping , s 1 2. Quantity Pumped:
Date Gallons
3. Type of system: ❑ Cesspool(s) �eptic Tank ❑ Tight Tank
❑ Other(describe):
4. Effluent Tee Filter present? �es ❑ No If yes, was it cleaned? @/Yes ❑ No
5. Conditi n of Sy tem:
l
6. System Pumped By:
Neil J. Bateson F5821
Name Vehicle License Number
Bateson Enterprises Inc.
Company
7. Location where contents were disposed:
G.L.S.D. Lowell Waste Water
Signature of Hauler Date
t5form4.doc•06/03 System Pumping Record•Page 1 of 1
Commonwealth of Massachusetts
A,
City/Town �N u�� 6 P
�5
System Pumping Record
Form 4
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use. The System Pumping Record must be submitted to
the local Board of Health or other approving authority.
A. Facility Information
important:
when filkv out 1: System Location:
forms on the
computer,use
only the tab key Address
to move your -
cursor•do not C' /Town
use the return State Zip Code
key. - 2. System Owner:
�► �(A vet
Name
feM Address(if different from location)
Cityfrown State Zip Code
Telephone Number
B. Pumping Record
1. Date of Pumping Date 2. Quantity Pumped: Gallons
3. Type of system: ❑ , Cesspool(s) 'Septic Tank ❑ Tight Tank
❑ Other(describe):
4. Effluent Tee Filter present? ❑ Yes yJ No If yes, was it cleaned? ❑ Yes ❑ No
5. Condition of System:
6. System umped By:
1'5 t'rfA
Name / Vehicle License Number
t-
Company
7. Location where contents were disposed:
V1 9,17
'iil;nattIf Hau Date
t5formCdoc-06/03 System Pumping Record•Page 1 of 1
TAORT11
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��SSACHUs���h
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: 506 Boston Street MAP: 107D LOT: 79
INSTALLER: Peter Breen
DESIGNER: Greg Hochmuth
PLAN DATE: 12/10/08
BOH APPROVAL DATE ON PLAN: 1/28/09
INSPECTIONS
TANK INSPECTION: 9 I)SI D p,I
DATE OF BED BOTTOM INSPECTION:
DATE OF FINAL CONSTRUCTION INSPECTION: 9/10/09
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
N/A Contractor reports any changes to design plan
® Existing septic tank properly abandoned
® Internal plumbing all to one building sewer
® Topography not appreciably altered
Comments:
SEPTIC TANK
® Building sewer in continuous grade, on compacted
firm base
N/A Cleanouts per plan
Bottom of tank hole has 6" stone base
❑ Weep hole plugged
® 1500 gallon tank has been installed
H-10 loading mono construction
® Water tightness of tank has been achieved by
Visual testing
® Inlet tee installed, centered under access port
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
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�SSACHUS��
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
® Outlet tee installed, centered under access port
(effluent filter)
® 24" inch cover to final grade installed over outlet
access port
® Hydraulic cement around inlet & outlet
Comments:
I
PUMP CHAMBER
® Bottom of tank hole has 6" stone base
❑ Weep hole plugged
® 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" cover at final grade installed over pump access
port
® Watertightness of tank has been achieved by
Visual testing
® Hydraulic cement around inlet & outlet
Comments:
CONTROL PANEL
® Alarm & Pump are on separate circuits
® Alarm sounds when float is tripped
® Location of control panel: basement
® Alarm signal located inside: basement & kitchen
Comments:
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
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�SSAC
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
DISTRIBUTION-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 (General)
❑ Bottom of SAS excavated down to 6 in into C soil
layer, as provided on plan
® Size of SAS excavated as per plan
® Title 5 sand installed, if specified on plan
® 40 Mil HDPE barrier installed
® Laterals installed and ends connected to header (and
vented if impervious material above)
® Elevations of laterals and chambers installed as on
approved plan
N/A Retaining wall (boulder/ concrete /timber/ block)
❑ Final cover as per plan
Comments:
SOIL ABSORPTION SYSTEM (Gravel-less Chambers)
® Brand and Model of Chamber: Standard Quick 4
Infiltrator Chambers
® Number of chambers per row: 9
® Number of rows (trenches): 3
Comments: 27 Chambers total
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
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SAC HUSS���
PUBLIC HEALTH DEPARTMENT
fommunity Development Division
BM = 91.90' BM 91.90'
HR = 1.52' HR = 6.86'
HI = 93.42' HI = 98.76'
SYSTEM ELEVATIONS
ROD ELEVATION AS-BLT INVERT ELEV DESIGN INVERT ELEV
Benchmark
Building Sewer OUT
Septic Tank IN 5.84 87.23 87.27
Septic Tank OUT 6.04 87.03 87.02
Pump Chamber IN 6.06 87.01 87.00
Pump Chamber OUT 6.49 86.76 86.75
Distribution Box IN 1.25 97.34 97.32
Distribution Box OUT 1.28 97.13 97.15
Lateral 1 TOP 1.47
Lateral 1 INVERT 96.94 97.06
Lateral 2 TOP 2.34
Lateral 2 INVERT 96.07 96.06
Lateral 3 TOP 3.85
Lateral 3 INVERT 94.56 94.56
BED BOTTOM LAT 1 96.3
BED BOTTOM LAT 2 95.4
BED BOTTOM LAT 3 93.9
I
I
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Inspection Form June 2008
I
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'1s,9SSACHUS����
PUBLIC HEALTH DEPARTMENT
(ommunity Development Division
CRITICAL SETBACK DISTANCES
Mark those distances checked in the field against the design plan and regulatory
setback
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 10 101
® 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
1 Suction line 222(2)
2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02).
3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland
bylaws
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthondover.com
Inspection Form June 2008
t+QR�k
Commonwealth of Massachusetts Map-Block-Lot
p
Board of Health 107.D0079
MIT- •
Permit No
Po z North Andover BHP-2009-0650
P.I.
S34CwUS F.I. FEE
$250.00
-----------------------
ISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted Peter Breen
--------------------------------------------------------------------------------
to(Repair-FULL REPAIR)an Individual Sewage Disposal System.
at No506 BOSTON STREET
-----------------------------------------------
- ------- --- ------------- - - _____________
as shown on the application for Disposal Works Construction Permit No. BHP-2009-065
----------------------- Dated --August_13,2009
Issued On:Aug-13-2009 ------- L-E
- OPY
--------------------
oard of Health
I
,yORTH tAppliCation for Septic Disposal Svstem
it 3 or�'`c�"eq��� TODAY'S DATE
- Construction Permit — TOWN OF
ORTH ANDOVER, M $ 2so.o Full Re fir
�9SS;CNUA 01845 s s ponent
Important: Application is hereby made for a permit to:
When filling out ❑ Construct a new on-site sewage disposal system*
forms on the g p y
computer, use ❑ Repair or replace an existing on-site sewage disposal system*
only the tab key
to move your ❑ Repair or replace an existing system component—What?
cursor-do not
use the return
key. A. Facility Information
V=V Address or Lot#
I-V 0 i/-f 44a6 u M ti AUG 13 2009
City/Town
2.- TYPE OF SEPTIC SYSTEM': TOWN OF NORTH ANDOVER
ump ❑ Gravity (choose one) HEALTH DEPARTMENT
***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
TA-me5 CYN ORP11`7
Name
<_0(j
Address(if different from above)
City/Town State Zip Code
Telephone Number
3. Installer Information /2�
&I er �7�e e� I C i cr 6 rem EyCcs uqr[ o G
Name Name of Company
`7 70
Address
City/Town State Zip Code j
Telephone Number(Cell Phone#if possible please)
4. Designer Information
Name ' ' Name of Company
I
Add ress
_I i
To (- if �l M A
Cityrrown State Zip Code
�? ?Y TF7 &c-J-6
Telephone Number(Best#to Reach)
Application for Disposal System Construction Permit•Page 1 of 2
•ORjT�N°q� Application for Septic Disposal Svstem
�O
pConstruction Permit - TOWN OF TODAY'S DATE
ORTH ANDOVER MA 01845 $250.00-Full Repair
CH�S< $125.00 -Component
PAGE 2OF2
A. Facility Information continued....
5. Type of Building: DResidential 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.
Pt
Name Date T
Applicati pproved By' oard of HealthRepresentative)
Date
Application Disapproved for the following reasons:
For Office Use Only:
1. Fee Attached. Yes I/ No
2. Project Manager Obligation Form Attached. Yes Z No
3. Pump SsY tem? If so,Attach copy of Electrical Permit Yes No
4. Foundation As-BurltP(new construction ronly): Yes No
(Same scale as approved plan)
5. Floor Plans?(new construction only): Yes No
I
Application for Disposal System Construction Permit•Page 2 of 2
L
SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS
Y
As the North Andover licensed installer for the construction for the septic system for the property at:
506 46 () ST07 -
(Address of septic system) For plans by T6 9, ( tel
(Engineer)
VI)
Relative to the application of re—i-e-r ('e_r_N
(Installer's name) And dated
nnna date)
Dated �_b
–day's ate With revisions dated
(Last revised date)
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 manager, or any
other person not associated with my company schedules an inspection and the 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 Title 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or
my company
a. Bottom of Bed—Generally, this is the first (1'� inspection unless there is a retaining wall,which
should be done first. The installer must request the inspection but does not have to be present.
b. Final Construction Inspection—Engineer must first do their inspection for elevations, ties, etc.
As-built of verbal OK (or e-mail to: healthdeptgtownofnorthandover.com) from the engineer must
be submitted to the Board of Health, after which installer calls for an inspection time. Installer must
be present for this inspection. With a 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. Installer does not
have to be on-site.
4. As the installer, I understand that only I may perform the work (other than simple excavation)and I am required
to complete the installation of the system identified in the attached application for installation. I further
understand that work done 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, gnificant 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 ofHealth 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.
Undersigned Licensed Septic Installer: (Today's Date)
/C)
(Name— rmt (Name—Signed) t
YY
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DPU222R-•-G#Amp Non-Fused Pullout.
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HP bfflcejet Prb L7700 All-in-One series Fax Log for
TOWN OF NORTH ANDOVER
9786888476
Aug 13 2009 8:41AM
Last Transaction
i
Date Time Type Station ID Duration Pages Result
Aug 13 8:41 AM Fax Sent 89786898740 0:28 1 OK
i
LOMMouwealth of Massachusetts
Official e Only
Department of Fire Permit No. ��
Services
BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked
[Rev. 1/07] (]cave blank
APPLICATION FOR PERMIT TO PERFORM ELECTRICAL
All work to be performed in accordance with the Massachusetts Electrical Cod (MEC),527 CMR OO�ORI�
(PLEASE PRINT INWK OR TYPE ALL INFORAL4 TION) Date:
City or Town of: NORTH ANDOVERo the —��—C
By this application the undersigntor
ed gives notice of his or her intention to perform the el�electricalwork
f�ies described below.
Location (Street&Number) (7 1
Owner or Tenant
Owner's Address "fit-Nt ,,
Telephone No.
Is this permit in conjunction with a building permit? Yes
NO ❑ (Check Appropriate Box)
Purpose of Building
Utility Authorization No.
Existing Service Amps / Volts
Overhead ❑ Undgrd[] No, of Meters
Newer Ce Amps /_ Volts Overhead
❑ Undgrd ❑ No. of Meters
Number of Feeders and.Ampacity
Location and Nature of Proposed Electrical Work:
Completion of the followin table may be waived by the Inspector of Wires.
No.of Recessed Luminaires No.of CeiL-Sus No.of
p. (Paddle}Fans Transformers Total .
No.of Luminaire Outlets No.Na.of Hot Tubs Generators KVA
Na.of Luminaires - Swimming Pool Above .in_ o. o mergency ig g
71� arnd• ted• E Batte units
No.of Receptacle Outlets
No `` /I
.of Oil,$urners /
FIRE ALARMS Na,af?,awes
No.of Switches No.of Detection and
No.of Gas Burners t
Irl
Initis
` tin
a
Na.
of i
� De
vices
Ranges )� T6ta1
! 'I;A^Tons No.of Alerting Devices
Na.of Waste Disposers Heat P PCN mber ons, Na.of Self-Con
Totals. d
a Detection/Alerting Devices
No.of Dishwashers
Space/Area Heating( Co "i al Other
� `\ Local❑ Connection
No.of Dryers Heating Appliances.` KW
\\ Security Systems:*
Na.of Water KW ' No. of \ No.of Deviees or Equivalent
No. of
Heaters Data Wiring:
Signs Ballasts .
No.Hydromassage Bathtubs "'No.of Devices —LEquivalent
uivalent
No.of Motors Total HP Telecommunications Wiring:
OTHER: No:of Devices or E uivalent
Attach additional detail if desired, or as reguir&by'the Inspector of Wires.
Estimated Value of Electrical Work: - 1 (When required by municipal policy.) u ��
Work to StartInspections to lie requested in accordan with MEC Rule 10,and upon o'mpletion.
INSURANCE COVERAGE: Unless waived-by the owner,no permirfo r"the performance,of electrical work may issue unless
the Licensee provides proof of liability`insuranee including"co mpletedpera`tiof'%-covers a or its''substantial equivalent The
undersigned certifies that such cov rage is in force, and has exhibited proof'Of, same to the permit issuing office.
CHECK ONE: II�iSURANCE F BOND ❑ (Spec'.
❑ OTHER `,�y;)
I certify,under th pa ns and penal 'es of pequr, tha the information on this application is true khd complete.
FIRM NAME: Ck
f�
LIC.NO.: lob
Licensee: ,u Signature G
(If applicable, enter "exempt"in the license numb r line.) LIC.NO.: Z� f l
Address: �r G�V jr11.�L�%72 Bus.TeL No.:�� - r f'�f1��
*Per M.G.L c 147,s 57-61,security work requires D � ��fty Alt•Tel.No.:
OWNER'S INSURANCE WAIVER: I am aware that License doles.note have,the 1liabili insuranc.ce
No.
aly
required by law. By my signature below,I hereby waive this requirement I am the(check one ❑ ownerco[] owner'sna�Ient.
Owner/Agent
Signature Telephone No. PERMIT FEE. S
Commonwealth of Massachusetts RECIEI V ED
f City/Town of North Andover
a Certificate of Compliance NIB zoos
Form 3 TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with
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
Important:
When filling out ❑ Construction of a new system
forms on the ® Repair or replacement of an existing system
computer, use ❑ Repair or replacement of an existing system component
only the tab key
to move your
cursor-do not Has been done in accordance with Title 5 and the Disposal System Construction Permit(DSCP):
use the return
key.
DSCP Number DSCP Date
r� James E. Murphy
Facility Owner
506 Boston Street
'�" Street Address or Lot#
North Andover MA 01845
City/Town State Zip Code
Designer Information:
Greg Hochmuth, RS The Neve-Morin Group, Inc.
Name, � Name of Company
_ za 11/6/09
Signature Date
Installer Information:
Peter Breen
Name Name of Company
Signature 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
e `>
Neve -Morin r °Y
Group, Inc.
Th . 1
November 12, 2009
REM
Ms. Susan Sawyer, REHS/RS NOV 16 2009
Public Health Director ;
TOWN OF I�oKr ;,�1;,;y;
1600 Osgood Street 'HEALTH DEPAtRTS,� ,"�'
North Andover, MA 01845
Re: Revised Septic As-Built Plan for 506 Boston Street
Assessors Map 107D, Lot 79
Dear Susan:
Please find attached a revised septic as-built plan for the above referenced project based on your
comments. We have added additional ties to the plan, the location of the deep holes and perc
test, the location and elevation of the benchmark used and we have provided additional stamp
and signature as requested.
If you should have any questions regarding this information please do not hesitate to contact our
office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
'/� pjc-r�-�
Greg J. Hochmuth, RS
Environmental Planner
GJH/kmm
Attachment
cc: James Murphy
F:\KATHYM\Murphy 2766WABH Rei As-Built Plan.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • 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
AThe
Neve -Morin
Group, Inc.
January 23, 2009
JAN 2 7 2009
TOW; '('F`iTH ANDCVER
Ms. Susan Sawyer, REHS/RS HEALI ri DEPARTMENT
Public Health Director
1600 Osgood Street
North Andover, MA 01845
Re: Subsurface Sewage Disposal System Plan for 506 Boston Street
Assessors Map 107D, Lot 79
Dear Susan:
We are in receipt of your letter dated January 6, 2009 for the above referenced property and have
made the requested revisions to the attached design plans.
If you should have any questions regarding this information please do not hesitate to contact our
office.
Sincerely,
THE NEVE-MORIN GROUP, INC.n
LA / 44-px�
Greg J. Hochmuth, RS
Environmental Planner
GJH/kmm
Attachment
cc: James Murphy
F:\KATHYM\Murphy 2766\NABH Rev Plan.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • 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
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PUBLIC HEALTH DEPARTMENT
Community Development Division
January 28, 2009
James Murphy
506 Boston Road
North Andover, MA 01845
RE: Subsurface Sewage Disposal System Plan for 506 Boston Road,North Andover, MA
Dear Mr. Murphy,
The North Andover Board of Health has completed the review of the septic system design plans,
for the above referenced property. These plans submitted by The Neve-Morin Group Inc., dated
December 10, 2008 final revision date of January 22, 2009,have been approved for a four(4)
bedroom, maximum nine-room home.
In accordance with local subsurface disposal regulations "Acceptable plans and any variances
shall expire two years from the date approved unless construction on the lot has begun". 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.
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 Conservation
Commission,Zoning Board, Planning Board, Building Inspector, Plumbing Inspector
and/or Electrical Inspector. The issuance of a Disposal System Construction Permit
shall not construe and/or imply compliance with any of the aforementioned
requirements.
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Your effort to provide a properly functioning septic system for your dwelling is greatly
appreciated. The Health Department may be reached at 978-688-9540 with any questions you
may have.
Sincer y,
usan Y. Sawyer, REHS/R rT
Public Health Director
Encl: list of licensed septic system installers
Cc: Greg Hochmuth,Neve—Morin Group, Inc.,
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
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Health Department
January 6,2009
Greg Hochmuth
The Neve-Morin Group,Inc.
447 Old Boston Road
Topsfield,MA 01983
Re: Subsurface Sewage Disposal System Plan for 506 Boston Street,Map 107D,Lot 79
Dear Mr.Hochmuth:
The proposed wastewater system design plan for the above site dated December 10,2008 and received on December
23,2008 has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected.
The specific section in Title 5: 310 CMR 15.000,or North Andover regulation that is not met by this design follows
each item.
1. Please show all the legal boundaries of the property(3 10 CMR 15.220(4)(a)).
2. Please provide the location and elevation of the foundation drain or indicate with a note that one does not
exist(NA 8.02(y)).
3. An effluent filter is required prior to or inside the pump chamber(3 10 CMR 15.231(10)).Please indicate
the brand and model to be used. Also note the required annual maintenance necessary(3 10 CMR
15.227(7)).
4. Please indicate that the access cover above the pump chamber shall be to finish grade(3 10 CMR
15.231(5)).
5. Please indicate that the excavation for the leach trenches shall extend at least 6 inches into natural pervious
material(NA 9.02).
6. Please indicate that a swales will be provided for all grading within 5'of the property line to direct runoff
away from the adjacent property(3 10 CMR 15.255(2)).
Please feel free to contact the office with any questions you may have. We look forward to working with you to
obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure
protection of public health and the environment of North Andover.
,t
Sincer ,
Susan Y. awye;�' HS�
/Public Health Director
cc: James Murphy
File
1600 Osgood Street HEALTH DEPARTMENT Page 1 of 1
Building 20;Suite 2-36 E-Mail: healthdept@townofnorthandover.com
North Andover,MA 01846 Phone:978.688.9540 Fax:978.688.8476
DelleChiaie, Pamela
From: Isaac Rowe[irowe@millriverconsulting.com]
Sent: Tuesday, January 06, 2009 2:27 PM
To: 'Daniel Ottenheimer'; Grant, Michele; irowe@millriverconsulting.com; 'Marianne Peters';
DelleChiaie, Pamela; 'Randy Burley'; Sawyer, Susan
Subject: 506 Boston Street- Plan review
Attachments: 506 Boston Street Disapproval Letter 1-6-09.doc
Susan,
Please find attached a disapproval plan review letter for the above referenced property.
Please let me know if you have any questions.
Thank you,
Isaac
Isaac M. Rowe, R.S.
Project Manager
Mill River Consulting
2 Blackburn Center
1
TOWN OF NORTH ANDOVER g
Office of COIVLMUNITY DEVELOPIVIENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET. BUILDING 20; SUITE 2-36
1' ORTH ANDO VER,MASSACHUSETTS 01845 Act 10.
978.688.9540-phone
Susan Y.Sawvet REHS/RS 978..6€38.8476-FAX
Public Health Director E-MAIL:healthdept,,(7,,toWtzofitotttattdoi er.cotu
WEBSITE:h#t -nofhoithatido er.cotn
SEPTIC PLAN SUBMITTAL FORM
DEC 2 3 2008
Date of Submission: December 16 2008
TOWN OF NORTH A', �t:��/rR
Site Location: 506 Boston Street HEALTH DEP/-rRTr✓tw C
Engineer: The Neve-Morin Group, Inc.
St
New Plans? Yes ®$225/Plan Check# 3571 (includes 1 submission and one re-review
only)
Revised Plans? Yes F-1$75/Plan Check#
Site Evaluation Forms Included? Yes ® No ❑
Local Upgrade Form Included? Yes ❑ No
Telephone#: 978-887-8586 Fax #: 978-887-3480
E-mail: greg^na,nevemorin.com
Homeowner Name: Marie &James E. Murphy
OFFICE USE ONLY
When the submission is complete(including check):
➢ s/ Date stamp plans and letter
➢ Complete and attach Receipt
➢ — Copy File; Forward to Consultant
➢ ✓ Enter on Log Sheet and Database
F:\Joanne\TOWN OF NORTH ANDOVER—Septic Plan Submittal Form.doc
JAMES E.MURPHY s3-8492N 3571
2113
MARIEMURPHY %WO 1217
ao
506 BOSTON ST
NORTH ANDOVER,MA 01845 DATE
PAY TO $
THE 06J� F >
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-:MERRIMACK VALLEY
EVIEFEDERAL CREDIT UNION
0M AYDOVEJ,MA
MEMO r r �f e� RP
1: 2 L L B49 x: 5680000 L 2 0611' 357 L
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Authorization Form
Re: 506 Boston Street,North Andover
I, Jim Murphy, authorize The Neve-Morin Group to sign any and all applications to the
Town of North Andover on my behalf regarding the above-referenced property.
Murphy
Date
i
F,. 1
FORM 11 —SOIL EVALUATOR FORM
Pagel of 3
No. 2766 Date: 10/22/08
RECEIVE
Commonwealth of Massachusetts
North Andover, Massachusetts DEC 2 3 2008
Soil Suitability Assessment for On-site Se iafs r`R
Performed By: Greg Hochmuth Date: 10/21/08
Witnessed By: Isaac Rowe Date: 10/21%08
Location Address or Owner's Name James Murphy
Lot# 506 Boston Street Address and .506 Boston Street
North Andover,MA 01845 North Andover, MA 01845
Telephone# 978-685-0868
New Construction Repair
Office Review
Published Soil Survey Available: No = Yes
Year Published 1981 Publication Scale 1"=1320' Soil Map Unit PaC
Drainage Class C Soil Limitations
Surficial Geologic Report Available: No LAS Yes
Year Published Publication Scale
Geologic Material(Map Unit)
Landform Drumlin
Flood Insurance Rate Map:
P
Above 500 year flood boundary No Yes X
Within 500 year flood boundary No X Yes
Within 100 year flood boundary No X Yes
Wetland Area:
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month
Range: Above Normal Normal Below Normal
Other References Reviewed:
FORM 11 —SOIL EVALUATOR FORM
Page 2a of 3
Location Address or Lot No. 506 Boston Street
On-Site Review
Deep Hole Number 08-1 Date 10/21/08 Time 9:00 am Weather Sunny 40`F
Location(identify on site plan) See Plan
Land Use Residential Slope(%) 3-8% Surface Stones Few
Vegetation Lawn/Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body NA feet Drainage Way NA feet
Possible Wet Area >100 feet Property Line >10 feet
Thinking Water Well >100 feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Bounders,
Consistency,%Gravel)
0-10" A FSL 10YR3/2
10-20" Bw FSL 10YR5/6
20-120" C SL 2.5Y5/4 Yes ESHWT @ 52"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
i
Parent Material(geologic) Ablation Till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 52"
DEP APPROVED FORM—12/7/95 Document2
DocumenQ
i
i
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M
5$6
FORM 11 —SOIL EVALUATOR FORM
I
Page 2b of 3
Location Address or Lot No. 506 Boston Street
On Site Review
Deep Hole Number 08-2 Date 10/21/08 Time 9:00 am Weather Sunny 40T
Location(identify on site plan) See Plan
Land Use Residential Slope(%) 3-8% Surface Stones Few
Vegetation Lawn/Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body NA feet Drainage Way NA feet
Possible Wet Area >100 feet Property Line >10 feet
Drinking Water Well >100 feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure, Stones,Bounders,
Consistency,%Gravel)
04A FSL 10YR3/2
4-10" Bw FSL 10YR5/6
10-120" C SL 2.5Y5/4 Yes ESHWT @ 48"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Ablation Till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 48"
DEP APPROVED FORM—12/7/95 DocumenQ
DocumenC
FORM 11 —SOIL EVALUATOR FORM
Page 3a of 3
Location Address or Lot No. 506 Boston Street
Determination for Seasonal High Water Table
OP 08-1
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 52 inches
Groundwater 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? Yes
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 11/13/03 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
DEP APPROVED FORM—12/7/95 Document6
FORM 11 —SOIL EVALUATOR FORM
Page 3b of 3
Location Address or Lot No. 506 Boston Street
Determination for Seasonal High Water Table
OP 08-2
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 48 inches
Groundwater 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? Yes
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 11/13/03 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 i o�Zz�6B
DEP APPROVED FORM-12/7/95 Document6
i
I
FORM 12—PERCOLATION TEST
Location Address or Lot No. 506 Boston Street
COMMONWEALTH OF MASSACHUSETTS
North Andover,Massachusetts
Percolation Test's
Date: 10/21/08 Time: 10:00 am
Observation Hole # Perc 1
Depth of Perc 28" (In Cl Layer)
Start Pre-soak 10:51
End Pre-soak 11:06
Time at 12" 11:06
Time at 9" 11:23
Time at 6" 11:47
Time 9"-6" 24 Minutes
—+—Rate Min./Inch 8 Minutes Per Inch
*Minimum of 1 percolation test must be performed in both the primary area AND
i
reserve area.
Site Passed Site Failed 0
Performed by: Greg Hochmuth
Witnessed by: Isaac Rowe
Comments:
9
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t
DEP APPROVED FORM—12/07/95 Document4
I
Buoyancy
Pump Calculations
(Dec. 2008)
506 Boston Street
North Andover, Massachusetts
Prepared For:
James E. Murphy
Prepared By:
The Neve-Morin Group, Inc.
447 Old Boston Road— U.S. Rte. I
Topsfield, Massachusetts
(978) 887-8586
I
Buoyancy Calculations
(1500 Gal. Septic Tank)
Density of Water 62.4 Ib/ft3 F.G.EI.= ft
Top Tank EL= ft
Density of Concrete 144 Ib/ft3 G.W.EI.= s�sft
Density of Earth 95 Ib/ft3 Bot.Tank EI.= 69?ft
(GW Elev. Based
Weight of Tank ii Ib O On Gradient)
Vol. Of Fill
Over Tank = 46.05458 ft3
(LxWxH)
Length
-,-"ft
Width 7-ft
Height 0.75 ft
FF=Vol. Fill x 95 Ib/ft3
Use 4375 Ib (i)
Vol. Of Water
Displaced By Tank 178.7 ft3
(LxWxH)
Length10k aft
Widthy � ft
:� ..
Height 2.91 ft
Fb=Vol. x 62.4 Ib/ft3
Use 11150.37 Ib (�
Total F 11035 + 4375.2 = 15410 lb (j)
i
15410.18 > 11150
FS= 1.4
i
Buoyancy Calculations
(1000 Gal. Pump Chamber)
Density of Water 62.4 Ib/ft3 F.G.EL= r _ JOft
Top Tank EI.= ft
Density of Concrete 144 Ib/ft3 G.W.EI.= rsft
Density of Earth 95 Ib/ft3 ]Bot.Tank EL= sYA 824'ft
(GW Elev. Based
Weight of Tank '. 100 lb c1) On Gradient)
Vol. Of Fill
Over Tank = 88.7 ft3
(LxWxH)
Lengthft
Width 4 6 *,ft
Height 2 ft
FF=Vol. Fill x 95 Ib/ft3
Use 8429 Ib (1)
Vol. Of Water
Displaced By Tank 141.1 ft3
(LxWxH)
Length - Fj �,9rft
Width
Height 3.18 ft
Fb=Vol. x 62.4 Ib/ft3
Use 8803 Ib (�}
Total Rh 10800 + 8429.4 = 19229 Ib (()
19229 > 8803
FS= 2.2
Pump Calculations
Dose Required (D): 110 gals.
Daily Flow -' `"' . gals.
Doses Per Day
Backflow Calculations (BO:
Force Main: inch
Linear Feet of Run ft
Radius 1 inch
Bf= Lf x [3.14(r/12)2] = 1.3 ft3
10.0 gals.
Total Dose (DO:
Dt = D + Bf 120.0 gals.
16.0 ft3
Dose Height Req'd (HO:
(LxWxHt = Dt)
Tank Size gals.
Length (Inside dimension) ft
Width (Inside dimension) Eft
Dt 16.0 ft3
Ht 0.45 ft - 5.4 inches
Use Ht: ft inches
Actual Dose To SystemDA:
(DA: [Ht x L x W x 7.48] - Bf) 122.1 gals.
Float Elevations:
Pump In Elevation: yA � ° ft
Distance: Inlet to Tank Floor ft
Pump Off Elevation= 83.25 ft
Pump On Elevation= 83.75 ft
(Pump Off+ Ht)
Alarm On Elevation= 84.25 ft
(Pump On + 0.5')
Storage Capacity (ST): 660 Gallons
(Inv Out -Alarm On) x L x W x 7.48
Pump Chamber Outlet Elevation: g �_ ft
Storage Capacity > Daily Flow OK
Static Head NO:
D-Box Inlet Elevation= 97 ft
Hs: D-Box - Pump Off= 14.1 ft
HS: D-Box - Pump On= 13.6 ft
Dynamic Head NO:
Force Main inches
Flow GPM
Velocity Mift/sec
Equivalent Length Method: # fitting a uiv length
90 17.1
45 0
check 14
gate 1.2
union 0.5 0.5
Total Equivalent Length= 32.8
Total Equivalent Length Used=
Total Length 94
(length + Equiv. length)
Head Loss in pipe m�.;, := ft/100ft
Ho = (fric. loss/100ft)(total length) 3.9 ft
Total Dynamic Head (TDH) 18.0 ft
(TDH = Hs + HD) 17.5 ft
Pump Parameters
TDH = 17.5 to 18.0
Flow= 50 GPM
i
BARNES SE SECTION 1B
PAGE 1
SUBMERSIBLE NON-CLOG PUMPS DATE 2/98
i 2" Spherical Solids Handling
REP ACES 10/97
Specifications
DISCHARGE: 2"(51mm)NPT,Vertical
LIQUID TEMPERATURE:
SE411: 77°F(25°C)Continuous.
SE421: 104°F(40°C)Continuous.
VOLUTE: Cast Iron ASTM A-48,Class 30.
MOTOR HOUSING: Cast Iron ASTM A-48,Class 30.
SEAL PLATE: Cast Iron ASTM A-48,Class 30.
IMPELLER: Design: 2 Vane,Open,With Pump Out
Vanes On Back Side.Dynamically
Balanced,ISO G6.3.
Material: ZyteM 70G43 Nylon,Glass Filled.
SHAFT: 416 Stainless Steel.
SQUARE RINGS: Buna-N
HARDWARE: -300 Series Stainless Steel.
PAINT: Air Dry Enamel.
SEAL: Design: Single Mechanical,Oil-Filled Reservoir,
Secondary Exclusion Seal.
Material: Rotating Face-Carbon
Stationary Face-Ceramic
Elastomer-Buna-N
Hardware-300 Series Stainless
CABLE ENTRY: 15 ft.(5M)Quick Disconnect Cord
w/Plug On 115 Volt,Pressure Grommet
For Sealing And Strain Relief.
SPEED: 1750 RPM (Nominal).
Series: SE A HP 1750 RPM UPPER BEARING:
SE411 & SE421 Design: Single Row,Balt
Lubrication: Oil
Load: Radial
LOWER BEARING:
Manual & Automatic Design: Single Row,Ball
Lubrication: Oil
Load. Radial&Thrust
MOTOR:
Design: NEMA L Torque Curve.Completely
GO®Canadian Standards Association Oil-Filled,Squirrel Cage Induction.
File No. LR16567 Insulation: Class B.
SINGLE PHASE: Permanent Split Capacitor(PSC).
Includes Overload Protection In Motor.
UU Underwriters Laboratories Inc.® FLOAT AUTOMATIC MODELS:
s File No.E142177 A-Wide Angle,PVC,Mechanical,
15ft(5M),Cable w/Piggy-Back Plug,N/O.
Description: AU-Wide Angle,Polypropylene,
p - Mechanical,N/0, Integral to pump.
ON and OFF Points Are Adjustable.
SUBMERSIBLE NON-CLOG SEWAGE PUMP VF-Vertical Float, PVC,Snap Action,
DESIGNED FOR TYPICAL RAW SEWAGE 15ft(5M),Cable,w/Piggy-Back Plug.
APPLICATIONS. OFF Point only is Adjustable.
OPTIONAL EQUIPMENT: Seal Material,Additional Cable and.
Cast Iron Impeller.
Sample Specifications:Section 1 Page 5.
CRANE® PUMPS&SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc. Barnes Pumps Canada,Inc.
A Crane'Co.Company Distributor Sales&Service Dept. Bid-To-Spec&Project Sales 83 West Drive
420 Third Street/P.O.Box 603 1485 Lexington Ave. Bramalea,Ontario DW
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674 Canada L6T 2,16
Ph:(937)615-3595 Ph:(419)774-1511 Ph:(905)457-6223 ;
Fax:(937)773-7157 Fax:(419)774-1530 Fax:(905)457-2650
v ,
~ i
i
SECTION 1B
PAGE 2
DATE 2198
REPLACES 10197 �•
SE411VF SE411 &SE421 (Less Float), SE411AU,SE421AU
SE411A
_ 0.75 q.76
1.66�
- � A -
86166 a6�a,6VW #
i i 84161E8 R1MmB,
•16.76 i
(�) Rai •(K6)
6.76 ,
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD
NO. NO. (NOM) START LOAD ROTOR SIZE TYPE O.D.
CODE AMPS AMPS
SE411 096747 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW A 0.375
SE411A 096748 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW A 0.375
SE411AU 096749 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW A 0.375
SE411 VF 100836 0.4 115 1 1750 C 12.0 19.0 14/3 SJTOW A 0.375
SE421 096750 0.4 . 230 1 1750 C 6.2 13.0 14/3 SJTOW A 0.375
SE421AU 096751 0.4 230 1 1750 C 6.2 13.0 14/3 SJTOW-A 0.375
Mechanical Switch on SE-A,Cable 16/2,SJOW-A,Piggy-Bad(Plug.
Mechanical Switch on SE-AU,Cable 14/2,SJOOW-A(UL),SJOW(CSA).
Vertical Switch on SE-VF,Cable 16/2,SJOW-A(UL),SJOW(CSA),Piggy-Back Plug.
IMPORTANTI
1.) PUMP MAY BE OPERATED"DRY"FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS.
3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION 1 HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSUNFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION.THIS PUMP IS NOT
INTENDED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER PARKS,OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED
MEDIA IS A COMMON OCCURRENCE.
CRANE® PUMPS a SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc. Barnes Pumps Canada,Inc.
A Crane Co.Company Distributor Sales&Service Dept. Bid-To-Spec&Project Sales 83 West Drive
420 Third Street/P.O.Box 603 1485 Lexington Ave. Bramalea,Ontario
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674 Canada L6T 2.16
Ph:(937)615-3595 Ph:(419)774-1511 Ph:(905)457.6223
Fax:(937)773-7157 Fax:(419)7741530 Fax:(905)457-2650
SECTION
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'' MEMBER
he
Neve -Morin
AT
n _
Group, Inc. E 2 7 2008
October 22, 2008
Ms. Susan Sawyer, R.S./R.E.H.S.
Health Director
1600 Os-cod Street
North Andover, MA 01845
Re: 506 Boston Street (Assessors Map 107D, Parcel 79)
Dear Ms. Sawyer:
Please find enclosed copies of the soil evaluation forms for the soil testing that was conducted at
the above-referenced property on October 22, 2008.
If you should have any questions regarding any of this information please do not hesitate to
contact our office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
Greg J. Hochmuth, R.S.
Cnv1roiu ien[al Y.;inner
GJH/klnm
Enclosures
cc: James E. Murphy
F:\KATHYM\M6rphy 2766,NNA 3H Soil Eval Forms.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • 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
P / ,
I
FORM 11 —SOIL EVALUATOR FORM
Pagel of 3
No. 2766 Date: 10/22/08
Commonwealth of Massachusetts -
North Andover, Massachusetts
OCT 2 7 2008
Soil Suitability Assessment for On-site Sewage.Disposal,C\= t
Performed By: Greg Hochmuth Date: 10/21/08
Witnessed By: Isaac Rowe Date: 10/21/08
Location Address or Owner's Name James Murphy
Lot# 506 Boston Street Address and 506 Boston Street
North Andover,MA 01845 North Andover, MA 01845
Telephone# 978-685-0868
New Construction Repair u
Office Review
Published Soil Survey Available: No = Yes 0
Year Published 1981 Publication Scale 1"= 1320' Soil Map Unit PaC
Drainage Class C Soil Limitations
Surficial Geologic Report Available: No Yes
Year Published Publication Scale
Geologic Material(Map Unit)
Landform Drumlin
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes X
Within 500 year flood boundary No X Yes
Within 100 year flood boundary No X Yes
Wetland Area:
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month
Range: Above Normal Normal 0 Below Normal
Other References Reviewed:
M +
FORM 1 I —SOIL EVALUATOR FORM
Page 2a of 3
Location Address or Lot No. 506 Boston Street
On-Site Review
Deep Hole Number 08-1 Date 10/21/08 Time 9:00 am Weather Sunny 40T
Location(identify on site plan) See Plan
Land Use Residential Slope(%) 3-8% Surface Stones Few
Vegetation Lawn/Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body NA feet Drainage Way NA feet
Possible Wet Area >100 feet Property Line >10 feet
Drinking Water Well >100 feet Other
Depth from Soil Horizon. Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Bounders,
Consistency,%Gravel)
0-10" A FSL 10YR3/2
10-20" Bw FSL 10YR5/6
20-120" C SL 2.5Y5/4 Yes ESHWT @ 52"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Ablation Till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 52"
DEP APPROVED FORM—12/7/95 DocumenQ
DocumenQ
FORM I I —SOIL EVALUATOR FORM
Page 2b of 3
Location Address or Lot No. 506 Boston Street
On Site Review
Deep Hole Number 08-2 Date 10/21/08 Time 9:00 am Weather Sunny 40`r
Location(identify on site plan) See Plan
Land Use Residential Slope(%) 3-8% Surface Stones Few
Vegetation Lawn/Woods
Landform Drumlin
Position on landscape(sketch on the back) See Plan
Distances from:
Open Water Body NA feet Drainage Way NA feet
Possible Wet Area >100 feet Property Line >10 feet
Drinking Water Well >100 feet Other
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Bounders,
Consistency,%Gravel)
04" A FSL 10YR3/2
4-10" Bw FSL 10YR5/6
10-120" C SL 2.5Y5/4 Yes ES14WT @ 48"
I
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Ablation Till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 48"
DEP APPROVED FORM—12/7/95 DocumenQ
DocumenQ
FORM 11 —SOIL EVALUATOR FORM
Page 3a of 3
Location Address or Lot No. 506 Boston Street
Determination for Seasonal High Water Table
OP 0s-1
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 52 inches
Groundwater 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? Yes
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 11/13/03 1 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
DEP APPROVED FORM—12/7/95 Document6
i
I
FORM 11 —SOIL EVALUATOR FORM
Page 3b of 3
Location Address or Lot No. 506 Boston Street
Determination for Seasonal High Water Table
OP 08-2
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 48 inches
Groundwater 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? Yes
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 11/13/03 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
DEP APPROVED FORM—12/7/95 Document6
r .
FORM 12—PERCOLATION TEST
Location Address or Lot No. 506 Boston Street
COMMONWEALTH OF MASSACHUSETTS
North Andover, Massachusetts
Percolation Test*
Date: 10/21/08 Time: 10:00 am
Observation Hole # Perc 1
Depth of Perc 28" (In C1 Layer)
Start Pre-soak 10:51
End Pre-soak 11:06
Time at 12" 11:06
Time at 9" 11:23
Time at 6" 11:47
Time (9"-6") 24 Minutes
Rate Min./Inch 8 Minutes Per Inch
*Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed 0 Site Failed
Performed by: Greg Hochmuth
Witnessed by: Isaac Rowe
Comments:
DEP APPROVED FORM—12/07/95 DocumeW
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APPLICATION FOR SOIL TESTS
DATE:September 30.2008 MAP&PARCEL:MjV 107D.Parord 79
LOCATION OF SOIL TESTS: 506 Boston Street
OWNER James E.&Marie Murphy Contact#: 978-685-0868
APPLICANT: Contact#:
ADDRESS: 506 Boston Street
ENGINEER:The Neve-Morin Group, Inc. Contact#: 978-887-8586
CERTIFIED SOIL EVALUATOR: Greg Hochmuth
Intended Use of Land: ❑ Residential Subdivision ® Single Family Home ❑ Commercial
Is This: Repair Testing: ® Undeveloped Lot Testing: ❑ Upgrade for Addition: ❑
In the Lake Cochichewick Watershed? Yes❑ No
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
➢ Proof of land ownership(Tax bill,or letter from owner permitting test)
➢ 8.5"x 11"Plot plan&Location of Testing(please indicate test pit sites on the plan)
➢ Fee of$425.00per tot for new construction.This covers the minimum two deep holes and two
percolation tests required for each disposal area.Fee of 6i 0.00 per lot for repairs or upgrades.
GENERAL INFORMATION
➢ Only Certified Soil Evaluators may perform deep hole inspections.
Y Only Mass.Registered Sanitarians and Professional Engineers can design,septic plans.
➢ At least two deep holes and two percolation tests are required for each septic system disposal area.
➢ Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH
representative.
➢ Full payment will be required for all additional tests within two weeks of testing.
➢ 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).
➢ Within 60 days attesting soil evaluation forms shall be submitted.
Please Do Not Write Below This Line
.«......._--............................—...._._._......._........................_....... ............
...._�.. �..�../..... r
N.A. Conservation Commission Approval Date: �-�l/�
Signature of Conservation Agent.
Date back to Health Department {sl-4n):
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Authorization Form
Re: 506 Boston Street,North Andover
I, Jim Murphy, authorize The Neve-Morin Group to sign any and all applications to the
Town of North Andover on my behalf regarding the above-referenced property.
Murphy
Date
Page 1 of 1
DelleChiaie, Pamela
From: Marianne Peters[mpeters@miliriverconsulting.com] Sent: Thu 10/9/2008 10:05 AM
To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Grant, Michele; DelleChiaie, Pamela; 'Randy Burley'; Sawyer,Susan
Cc:
Subject: Soil Eval; 506 Boston St sched for Tues/Oct 21st/9:30
Attachments:
Soil evaluation for 506 Boston Street with Neve-Morin is scheduled for Tues/October 21st @
9:30
X�
Marianne Peters
Office Manager
ph 800-377-3044
ph 978-282-0014
fx 978-282-0012
web:www.millriverconsulting.com
http://exchange2003.town.north-andover.ma.us/exchange/Pdellechiaie/Inbox/S oil%2OEval;... 10/9/2008