HomeMy WebLinkAboutMiscellaneous - 206 FOREST STREET 4/30/2018r
t
SEPTIC SYSTEM INSTALLATION
CONDITIONS:
Is the installer licensed?
YES
NO
Type of Construction:
NEWEPAIR
ew-E-offistrtretion: / Certified of Plan Review
YES
NO
14 D b / ✓ /ON Floor Plan Review
YES
NO
Conditions of Approval from Form U
YES
NO
Issuance of DWC permit:
YES
NO
DWC Permit Paid?
NO
DWC Permit # 10( Y4 Installer:
f 'YES
cc a/
/-
Begin Inspection:
YES
NO
Excavation Inspection:
Needed:
Passed: By:
Construction Inspection:
Needed:
As Built Plan Satisfactory.-
YES:
atisfactory:YES:
Approval of Backfill:
Final Grading Approval
Date:
Date:
Final Construction Approval: Date: By:
Certificate of Compliance: Approval: Date:
l' .b
0 05
�. ✓ Lot & Street Map/Parcel
CONSTRUCTION APPROVAL
Has plan review fee been paid:ES NO Permit#
Plan Approval: Date:I'll Approved by:
Designer: _ Jar'( t� Plan Date: 7/V �o7
Conditions:
Watr Supply: ow Well
Well Driller:
Well Tests: Chemical
Bacteria I
Bacteria II
Plumbing Sign -Off:
Comments:
Date
Date Approved
Date Approved
Wiring Sign -off:
Form "U" Approval: Approval to Issue: YES NO
Date Issued By:
Conditions:
Final Approval:
All Permits Paid? YES NO
Well Construction Approval? YES NO
Septic System Construction Approval? YES NO
Certification? YES NO
Other? YES NO
Any Variance Needed? 4jo NO D) S �- 7L6
0e)_5
FINAL BOARD OF HEALTH APPROVAL:
DATE:
APPROVED BY:
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, Massachusetts 01845
Heidi Griffin
acting Public Health Director
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
DATE OF COMPLIANCE
February 9, 2004
This is to certify that
the individual subsurface disposal system
constructed ( ) repaired (X)
by
Mike Reilly
at
206 Forest Street
North Andover, MA 01845
Telephone (978) 688-9540
Fax(978)688-9542
as been installed in accordance with the provisions of Title V of the State Sanitary Code and with the
North Andover Board of Health regulations.
The Issuance of this certificate shall not be construed as a guarantee that the system will function
satisfactorily.
Z��t•__ti
bus Y. Sawyer, R.S.
' Public Health Director
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, Massachusetts 01845
Heidi Griffin
Acting Public Health Director
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
DATE OF COMPLIANCE
December 4, 2003
Telephone (978) 688-9540
Fax(978)688-9542
It
This is' -to certify that
the individual subsurface disposal system
constructed ( ) repaired (X)
by
Mike Reilly
at
206 Forest Street
North Andover, MA 01845
as been installed in accordance with the provisions of Title V of the State Sanitary Code and with the
North Andover Board of Health regulations.
The Issuance of this certificate shall not be construed as a guarantee that the system will function
satisfactorily.
JonathaAarkey
Chairman, North Andover Board of Health
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System 04constructed;
( ) repaired;
by
located
was installed in conformance with the North Andover Board of Health approved plan,
System Design Permit .# , plan dated, with a design flow
of 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 S 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: I — 2--073
Final inspection date: 1 d 3
Installer:
Engineer:
Engineer Representative
Eng' eer Representative
�. r
Date: Z `�
DEC - 3
Town of North Andover, Massachusetts F°•m N°. a
ot M°RTI{ BOARD OF HEALTH
-Aar
�,5•,T•�•'t� DISPOSAL WORKS CONSTRUCTION PERMIT
SACHusE
Applicant ' A . _
NAME ADDRESS
TELEPHONE
Site Location
Permission is hereby granted to Construct ( ) or Repair ( an Individual S it Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.
CHAIRMAN, BOARD OF HEALTH
Fee % D.W.C. No.
.01
p
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: CURRENT INSTALLER'S LICENSE#
LOCATION::�b(o Fm5;s� s.,fi .
LICENSED INSTALLER:
SIGNATURE: TELEPHONE# 97)
CHECK ONE:
REPAIR: (/
NEW CONSTRUCTION:
IF NEW CONSTRUCTION, PLEASE ATTACH FOUNDATION AS -BUILT.
$175.00 Fee Attached?
Foundation As -built?
Floor plans on file?
Approval
Administrative Use Only
Yes L___� No
Yes No
Yes No
Date /
J
INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction of the septic system for the
property at �Do C' (7o cue, SA 'S'r relative to the application
of \ _ dated_ -t-1-p a for plans by Sec-L,=X-L<g and
dated 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
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 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.
Undersigned Licensed Septic Installer
Disposal Works Constructs n Permit #
Date: 3 -2- Q')
°
10
h
1°
:0
y �
N O O
O
O N
w O
O p
O
� N
�.w•r O ��.N� wC.w woo .�-K `1 '3
OW y• N O� U "� O O O O O r r N� O B
O O OO ? A
CG CD W CD W G H W W W O 7
vCD
GJ
° cCD
7 w d
0. a °°° °° w cm,, o w o°
a 'o,c° m s a" w
S
CD
o N O
G� K
A o n K fc d 0 0� "R,
0
x O
c'a ii0 ° ° ya c
o d aCD+ o O 00 -w* UO
(4 [J w fIQ CL 1.
o CD °
o
w ao•� � _�� w �� vw 0
ID a o o b y =CD rn w
EL Z
CD o w CD n
Fl,
y
5w
w w° CD 'ri ... p I
CD rn z w
g��°cam o'
CD
3 a n 0 `D C1
o CD x
K h
w o
CD CD
r!
n
d
4
N
b
b
ti
A
low
hS
ti
e
d
b
�
o
�
y
�
p
111
°
10
h
1°
:0
y �
N O O
O
O N
w O
O p
O
� N
�.w•r O ��.N� wC.w woo .�-K `1 '3
OW y• N O� U "� O O O O O r r N� O B
O O OO ? A
CG CD W CD W G H W W W O 7
vCD
GJ
° cCD
7 w d
0. a °°° °° w cm,, o w o°
a 'o,c° m s a" w
S
CD
o N O
G� K
A o n K fc d 0 0� "R,
0
x O
c'a ii0 ° ° ya c
o d aCD+ o O 00 -w* UO
(4 [J w fIQ CL 1.
o CD °
o
w ao•� � _�� w �� vw 0
ID a o o b y =CD rn w
EL Z
CD o w CD n
Fl,
y
5w
w w° CD 'ri ... p I
CD rn z w
g��°cam o'
CD
3 a n 0 `D C1
o CD x
K h
w o
CD CD
r!
n
d
4
N
b
b
ti
A
low
hS
ti
DEC -11-2003 12:16 PM JOSEPH J_ SERWATKA 1 978 683 6595 P.01
Joseph J. Serwatka, P.E.
Post OfTiee Box 1016
North Andover, MA 01845
(978) 683-6595
December 10, 2003
Mr. Brian LaGrasse, Health Inspector
North Andover Board of Health
27 Charles Street
North Andover, MA 01845
Re: 206 Forest Street
Dear Mr. LaGrasse:
Pursuant to our telephone conversation, this letter is sent to state that, in my
opinion, the grading over and around the septic system installed at 206 Forest Street
meets the requirements of Title 5 relative to 15' to a 3:1 slope. As I mention6d, the slope
will have to be stabilized, the additions need to be built, and then a certificate of
compliance will be requested from the Conservation Commission. The Commission's
agent, I am sure, will be conducting site inspections to ensure the proper stabilization of
the slope. Until that time, I would recommend that all erosion controls remain in place.
Should you have any questions concerning this letter, please contact me.
atka, P.E.
Page 1 of 1
DelleChiaie, Pamela
From: Lagrasse, Brian
Sent: Thursday, December 04, 2003 3:22 PM
To: DelleChiaie, Pamela
Subject: RE: 206 Forest Street
need the installer to sign certification form and i need a letter from serwatka stating that the final grade was
constructed as proposed. spoke to doug and he will call joe and mike to let them know what they need to do.
-----Original Message -----
From: DelleChiaie, Pamela
Sent: Wednesday, December 03, 2003 2:46 PM
To: Lagrasse, Brian
Subject: 206 Forest Street
12/3/03 - Doug Beach, h/o called re: status of paperwork received, and whether he needs a final
grade inspection. Please call him at 978.686.8121. File and paperwork are on your desk.
12/4/2003
TOWN OF NORTH. ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES 0f �° p
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845 y9sS HU tt9
Heidi Griffin 978.688.9540 - Phone
Acting Health Director 978.688.9542 - FAX
September 26, 2003
Mr. Joe Serwatka
P.O. Box 1016
North Andover, MA 01845
Dear Mr. Serwatka:
Please note that 206 Forest Street received a Final Grade Inspection today. Upon inspection, it
was noted that the following items need to be followed up on before a Certificate of Compliance
can be issued:
• Complete an Installation Certification form with all the required signatures
• Submit a series of pump calculations, specifications of the pump installed, and a pump
curve for review by the office
• Fix Erosion
• Letter from you regarding that all the grades are okay and meet all requirements
As soon as all the necessary paperwork is submitted a Certificate of Compliance will be issued.
Sincerely,
Brian LaGrasse
Health Inspector
/pd
TOWN OF NORTH ANDOVER � NORF6/ q
Office of COMMUNITY DEVELOPMENT AND SERVICES o ' 4,4ee
HEALTH DEPARTMENT
27 CHARLES STREET
�s �s,r.o
NORTH ANDOVER, MASSACHUSETTS 01845 ' ��CNus
Heidi Griffin 978.688.9540 — Phone
Acting Health Director 978.688.9542 — FAX
September 16, 2003
Joseph Serwatka
P.O. Box 1016
North Andover, MA 01845
RE: 206 Forest Street
Dear Mr. Serwatka:
Please be advised that during the construction inspection for the septic system you designed that it
was noted that no pump had been specified as part of the system design. Apparently the
contractor spoke with you and with a pump sales company and then selected a pump for the
system. Prior to issuance of a Certificate of Compliance, please provide a series of pump
calculations, specifications of the pump installed, and a pump curve for review by the office.
Thank you very much for your anticipated cooperation.
Sincerely,
2
Gam.
asse
Health Inspector
Cc: H meowner
e
Chrono
Sheraton
WORLDWIDE HOTELS, INNS, RESORTS & ALL -SUITES
ut
ZDV
ci- l '1-• � C C h�C) N
je 1,J)
ru Calc
mso V --
FOR RESERVATIONS DIAL 800-325-3535 IN U.S.A. AND CANAD
J
Page 1 of 1
Pamela DelleChiaie
From: "Dan Ottenheimer" <info@millriverconsulting.com>
To:<blagrasse@townofnorthandover.com>;<pdellechiaie@townofnorthandover.com>
Sent: Monday, September 08, 2003 9:40 AM
Attach: Forest Street #206, Bottom of Bed Inspection.pdf
Subject: 206 Forest Street
Brian and Pam,
Attached are results of bottom of bed inspection at 206 Forest Street. Everything
looked good. They had the septic tank and pump chamber installed too so I checked
on them.
Dan
Mill River Consulting
Septic System Management Services
5 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
info@millriverconsulting.com
9/8/2003
andover
consultants 1 East River Place
Inc. Methuen, Massachusetts 01844
Tel. (978) 687-3828
Fax (978) 686-5100
August 26, 2003
Town of North Andover ' T C �'. �, _� ° - 57
E� -. ti,
Board of Health
27 Charles Street
North Andover, MA 01845 AUG 2 7 2003
Re: Town M_ p15.0 -D, To—w Lot 3__ 9 (Lot .A)
own ap 150 D, Town Lot 71 (Lot
Forest t., ortndover, Mass.
Dear Members of the Board:
This office conducted percolation tests and test pits on the above referenced lots on April 7,
1999.
We prepared plans for sewage disposal systems in April of 1999 and after review by Port
Engineering, your consultant, we revised the plans on May 12, 1999.
Your office issued design approvals on May 20, 1999 for Lot `A' and May 27, 1999 for
Lot `C'.
On behalf of our client, Forest Glen Development, Inc., we request the Board of Health re-
issue design approvals for these lots.
I have inspected the sites and no work has occurred on site that would change the soil
characteristics. It is my opinion that additional testing on the lots would only further disturb the
parent soil in the area of the absorption trenches.
I will attend your meeting on August 28, 2003 to answer any questions you might have.
Sincerely,
ANDOVER CONSULTANTS INC.
Z04fvt�z_
William S. MacLeod, P.E., P.L.S.
President
WSM/bsn
C/MyDoc/TowndNA
Civil Engineers 9 Land Surveyors • Land Planners
Q
K
Engineering Associates
235 Newbury Street
Danvers, MA 01923
(978)777-3050
Fax (978)774-7816
Bolton, MA
(978)779-6767
Boston, MA
(617)350-7906
#6787
May 5, 2003
North Andover Board of Health
Community Development
27 Charles Street
North Andover, MA 01845
Attn: Ms. Sandra Starr
Re: Lots 2 & 3 Forest Street Extension
(formerly Lot A Forest Street Extension)
North Andover, MA
Dear Ms. Starr:
On behalf of our client, Mr. Scott Roth, I respectfully request that the results of deep
observation holes performed at his property (Assessors Map 1058, Lot 2) be extended
for at least an additional two years. These soil tests were performed on May 1, 2000,
July 26, 2000, and August 30, 2001. They were performed by myself and witnessed by
Carlton Brown of Port Engineering on the first two days and by John Noonan of Noonan
and McDowell on the latter day.
I believe you will agree that the soil logs are sufficiently comprehensive as to not
require additional testing. The site has not been altered in the area of the performed
soil tests. Therefore, these soil tests still meet the purpose of section 7.02 of the Town
of North Andover Minimum Requirements for the Subsurface Disposal of Sanitary
Sewage being that the character of the soil, the seasonal high ground water elevation
and the depth to bedrock would not have changed.
After the soil testing process was completed Mr. Roth had the property divided into
three lots (including the existing dwelling in Boxford), which required approvals from the
North Andover and Boxford Planning Boards as well as the Boxford Board of Health.
Now Mr. Roth is in the process of selling the two lots on which these tests were
Division of Hancock Survey Associates, Inc.
North Andover Board of Health
May 5, 2003
Page two
conducted and subsurface sewage disposal systems will need to be designed in the
near future. Extending the results of these tests an additional two years will set the
expiration date for May 1, 2004, which should give Mr. Roth and any potential buyers
adequate time to have systems designed.
I have enclosed a concept sketch of where soil absorption systems would fit within the
confines of the performed soil tests. Should you have any questions regarding this
matter, please do not hesitate to contact me.
Sincerely,
HANCOCK ENGINEERING ASSOCIATES
k��
arles R. Ogden,
Project Engineer
CC: Project File #6787
NOONAN & Mc DOWELL, INC.
25 Bridge Street, Suite 6, Billerica, MA 01821-1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: nmgconversent.net
October 16, 2002
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System
Plan Review, 1770/068B
206 Forest Street
Assessors Map 106A, Lot 107
Dear Members of the Board,
-4,,, au .'/
OCT 2 1 2002
Please be advised that Noonan & McDowell, Inc. has reviewed the plan dated May 17, 2002
and revised: 7/31/02, by: Joseph J. Serwatica.
It is our opinion that the proposed design will meet the requirements of Title 5 and the North
Andover Board of Health `By -Laws" if the following is addressed:
1. Revise bottom of stone in leaching field to highest ground grade offset to water
table: 161.5.
2. For design given, provide flow rate a first orifice and last orifice in same lateral.
This should be equal or less than 10% of flow.
Respectfully,
John L. Noonan, P.L.S.-P.E.
G: office/forms/tonarev/boh/ 1770-068b
Land Surveyors Civil Engineers Environmental Planners
NOONAN & Mc DOWELL, INC.
25 Bridge Street, Suite 6, 'Billerica, MA 01821-1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: nm@netway.com
Date GT ITown of of North Andover
Office of the Health Department
Community Development and Services Division �V
27 Charles Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System XD
Plan Review, 1770/ d r
Z Q 7 -
Assessors Map/n4-4 ,Lot I %
Dear Members of the Board,
Please be advised that Noonan & McDowell, Inc. has reviewed the plan dated /7, Zc? 'i
It is our opinion that the proposed design will meet the requirements of Title 5 and the North
Andover Board of Health `By -Laws" if the following is addressed:
L-`Gr�'�<v� F/t-PA j O
lcr-<7 /0 . e--- <;, 3; E 7- Tv 7-4,V GGA.
l d* Al
ffff aPz i Fc cc G .f 5' 7-
7-// / Y
-///S D !7 ��i''-�� c_ P•� c, mss
Respectfully,
John L. Noonan, P.L.S.-P.E.
G: office/forms/ton arev
Land Surveyors
Civil Engineers
Environmental Planners
Joseph J. Serwatka, P.E.
31 Kendrick Street
Lawrence, MA 01841
(978) 683-6595
July 31, 2002
Mr. John L. Noonan, P.L.S., P.E.
Noonan & McDowell, Inc.
25 Bridge Street, Suite 6
Billerica, MA 01821-1023
Re: 206 Forest Street
Revised Septic Plan
Dear John:
I am in receipt of your June 26, 2002 review letter. Unfortunately, the Town
forgot to send me a copy until I called them today. Anyway, I have revised the plan and
calculations per your comments. It appears from your comments that you did not receive
the original set of pump calcs and specs. I have revised the plans as follows:
1. The variance request is now on the plan.
2. A note is on the plan regarding water supplies and wells.
3. All gravity piping is listed as SCH 40.
4. The field has been raised to be 4' above groundwater at the highest ground
elevation.
5. The notation has been added regarding joints.
6. Pipe type and slope is shown to pump chamber.
7. Gas baffle is now specified.
8. Notation for 12" max. distance has. been added to tees.
9. Notation for risers has been added.
10. Notation for max. depth on tank has been added..
11. Alarm float has been lowered.
12. Pump control catalog cut has been added to the pump specs.
13. Alarm spec has been added to the specs.
14. Pump curve has been added.
15. Manual switch for pump has been specified.
16. Max. depth on pump chamber has been added.
17. Note 13 has been revised.
18. The flow rate in all orifices is the same. This is evidenced by equal head at each
lateral during testing and my own observations.
19. Orifices have been revised to 5 & 7 O'clock.
20. Note has been added regarding forcemain into manifold.
21. Note has been added to waterline.
i0
Should you have any questions concerning this letter, please contact me.
Sincerely, ,
Jo ph J. Serwatka, P.E.
SEWAGE PUMP STATION
DESIGN COMPUTATIONS
OWNER & APPLICANT
206 Forest Street
North Andover, MA
Beach
206 Forest Streit
North Andover, MA
PUMP.XLS
DESIGN DATA:
PUMP:
.S
!`
DESIGN FLOW
440 Gal/Day
SOIL CLASS
1
PERC RATE
5 Min/Inch
FORCE MAIN DIA.
2" SDR 21 PVC
HAZEN-WILLIAMS COEFF.
150
MANUFACTURER: PEABODY-BARNES
MODEL #: SE -411 HORSEPOWER:
PUMP CHAMBER:
STORAGE
PRIMARY
110.0
gallons
RESERVE
440.0
gallons
VOL. IN PIPE RUN
0.0
gallons
TOTAL
550.0
gallons
DIMENSIONS
LENGTH* 7.50
WIDTH* 4.50
DEPTH* 4.25
*INSIDE DIMENSIONS
ELEVATIONS
INLET INVERT
161.70
SUMP
157.45
OFF
158.20
ON
158.64
ALARM
159.96
STATIC HEAD:
LATERAL ELEV. 165.60 FT
PUMP OFF ELEV_ 158.20 FT
TOTAL STATIC HEAD 7.40 FT
PUMPALS
M,
A
EQUIVALENT LENGTH:
FRICTION LOSSES IN PUMP CHAMBER
-
1 2"DIA 900 BEND
0 2"DIA 450 BEND
1 2"DIA CHECK VALVE
1 2"DIA GATE VALVE
TOTALLOSS
b 1 21.0 FT
FRICTION LOSSES IN PIPE RUN:
3
2"DIA 900 BEND
0
2"DIA 450 BEND
0
2"DIA 22.50 BEND
1
2"DIA TEE
35
LENGTH OF RUN
FT
MISC. PIPE
1.8
TOTALLOSS
0.63
b 1 66.0 FT�
TOTAL EQUIV. LENGTH:
SYSTEM CURVE:
5.0 FT
0.0 FT
14.0 FT
1.2 FT
20.2 FT
15.0 FT
0.0 FT
0.0 FT
12.0 FT
35.0 FT
3.5 FT
65.5 FT
87 FT
Q
V
HF/100
HF
Hs
TDH
GPM
FPS
FT
FT
FT
FT
20
1.8
0.72
0.63
7.4
8.03
25
2.3
1.09
0.95
7.4
1 8.35
30
2.7
1.52
1.33
7.4
8.73
35
3.2
2.03
1.76
7.4
9.16
40
3.6
2.59
2.26
7.4
9.66
50
4.5
3.92
3.41
7.4
10.81
60
5.4
5.50
4.78
7.4
12.18
70
6.3
7.32
6.36
7.4
13.76
80
7.2
1 9.37
8.15
7.4
15.55
90
8.1
1 11.65
10.14
7.4
17.54
FROM ATTACHED PUMP CURVE:
87 gpm @ 12 TDH
TIME ON: 1.3 minutes
PUMP.XLS
H
Q
��V4D 00000N�M(OO.N�
r N N O u') 00 r
00 In
r r
U) -
W O
J
m Z w H
W W W coW
U
HJ w 0Qz W U-
2 g�JQ o0= n zw
W :5 LU 0 w F-
Jz00
p ~-0zQzW z=pQ>
=gin J >wQ
cn zaLL- i - Na-WJw J
w0000Q<— Ix W—
��WOOwwwWW��O
LL
w- mzzm IL ILww LLJ
~W�Q¢500iEF-E-?n
gJz2MzU-LL00gga.=
U_
�Q=rn�m���arov°r°oo
z W rNI�66oi46
U fn 0 0 0 0 0 0 0 0 0 0 0
F- U) w lo: v Vr V: V: lo: d v
O= 0 0 0 0 0 0 0 0 0 0 0
U .�.LnM0 4t I'- In 000WLn0
fA 2In007to0� V:OU�r00U�
O J'OOrrrNNM�itLo
J
Z
Ow
Fg..
r M� t0 00 .- M t0 O M c0 O
LL = 0 0 0 0 r r r r N N Cl)
= rNCM'It ulg00ofrCIV:
O o, O o 0 0 0 O O O � r r
J J
Z O
O�=
F -z:.
U� o �P- I'- LoNMNInLnLoN
In M M cM V: q O
LL = O r N N M VLf) <0 1-- 00 (3)
(n �NMaM(OrMNONOM
w Un
0—
J
zw
O
P: c.
U D 0 n an N w N Ln In U) N
ExU- r 0vOt`LnMMMv0O
LL=O r N N M et c0 I� 00
M
J
O In O tn O Wn O In 0 4o 0
w0 a ONLnI-ONInI-ONwi
F -J(' In c0ti0o0rNMLocoI'-
� v r r r r r r r
0
J
LL O m o 0 0 0 o o o 0 0 0 0
Z J O 6666Ouiol 666
O
Q LL N N M M4 st In In 0 0 1--
W�� o 0 0 0 0 0 0 0 0 0 0
�Oa0000o00000a
}LJL 0 NNMMstd'OLr) COor-
0)
J
O
H-j(9N
c�
J
U- .. `-
LL
J
W
Fq-
J
co
�
o
H
z
H
guar'
u
m
ww"N
0
>
O
cn
w d
LL
F
�/
LL d M
r
N
I.L.O
0-jv
LL
U)
N
U_
W
aa:
Z
z
O
��V4D 00000N�M(OO.N�
r N N O u') 00 r
00 In
r r
U) -
W O
J
m Z w H
W W W coW
U
HJ w 0Qz W U-
2 g�JQ o0= n zw
W :5 LU 0 w F-
Jz00
p ~-0zQzW z=pQ>
=gin J >wQ
cn zaLL- i - Na-WJw J
w0000Q<— Ix W—
��WOOwwwWW��O
LL
w- mzzm IL ILww LLJ
~W�Q¢500iEF-E-?n
gJz2MzU-LL00gga.=
U_
�Q=rn�m���arov°r°oo
z W rNI�66oi46
U fn 0 0 0 0 0 0 0 0 0 0 0
F- U) w lo: v Vr V: V: lo: d v
O= 0 0 0 0 0 0 0 0 0 0 0
U .�.LnM0 4t I'- In 000WLn0
fA 2In007to0� V:OU�r00U�
O J'OOrrrNNM�itLo
J
Z
Ow
Fg..
r M� t0 00 .- M t0 O M c0 O
LL = 0 0 0 0 r r r r N N Cl)
= rNCM'It ulg00ofrCIV:
O o, O o 0 0 0 O O O � r r
J J
Z O
O�=
F -z:.
U� o �P- I'- LoNMNInLnLoN
In M M cM V: q O
LL = O r N N M VLf) <0 1-- 00 (3)
(n �NMaM(OrMNONOM
w Un
0—
J
zw
O
P: c.
U D 0 n an N w N Ln In U) N
ExU- r 0vOt`LnMMMv0O
LL=O r N N M et c0 I� 00
M
J
O In O tn O Wn O In 0 4o 0
w0 a ONLnI-ONInI-ONwi
F -J(' In c0ti0o0rNMLocoI'-
� v r r r r r r r
0
J
LL O m o 0 0 0 o o o 0 0 0 0
Z J O 6666Ouiol 666
O
Q LL N N M M4 st In In 0 0 1--
W�� o 0 0 0 0 0 0 0 0 0 0
�Oa0000o00000a
}LJL 0 NNMMstd'OLr) COor-
0)
BARNESOSUBMERSI13LE NON -CLOG PUMPS
Series: SE, Manual & Automatic
1-1/2" Spherical Solids Handling
Series: SEA HP 1750 RPM
(SE411 & SE421)
THE BELOW LISTINGS ARE FOR
SE411, SE411A & SE421 ONLY.
CIP0 Canadian Standards Association
File No. LR16567
U` Underwriters Laboratories Inc.
File No. E142177
Description:
SUBMERSIBLE NON -CLOG SEWAGE
PUMP DESIGNED FOR TYPICAL RAW
SEWAGE APPLICATIONS.
Sample Specifications: Section 1 Pages 13-14.
Specifications
DISCHARGE:
LIQUID TEMPERATURE:
VOLUTE:
MOTOR HOUSING:
SEAL PLATE:
IMPELLER:
Design:
Material:
SHAFT:
SQUARE RINGS:
HARDWARE:
PAINT:
SEAL: Design:
Material:
CABLE ENTRY:
SPEED:
UPPER BEARING:
Design:
Lubrication:
Load:
LOWER BEARING:
Design:
Lubrication.
Load:
MOTOR:
Design:
Insulation:
SINGLE PHASE:
FLOAT:
OPTIONAL EQUIPMENT:
CRANE I
PUMPS & SYSTEMS
Barnes Pumps, Inc. Barnes Pumps, Inc.
Distributor Sales & Service Dept. Bid -To -Spec & Project Sales
420 Third Street/P.O. Box 603 1485 Lexington Ave.
Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674
Ph: (513) 773-2442 Ph: (419) 774-1511
Fax: (513) 773-2238. Fax: (419) 774-1530
SECTION
1A
PAGE
1
DATE
5/94
REPLACES
7/93
2" NPT, Vertical
104° F Continuous.
Cast Iron, ASTM A-48 Class 30.
Cast Iron ASTM A-48, Class 30.
Cast Iron ASTM A-48 Class 30.
2 Vane, Open, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Zytel 70G43 Nylon, Glass Filled.
416 Stainless Steel.
Buna-N
300 Series Stainless Steel.
Air Dry Enamel.
Single Mechanical, Oil -Filled Reservoir,
Secondary Exclusion Seal.
Rotating Face - Carbon
Stationary Face - Ceramic
Elastomer - Buna-N
Hardware - 300 Series Stainless
15 ft. Cord w/Plug On 115 and 230 Volt,
Pressure Grommet For Sealing And
Strain Relief.
1750 RPM (Nominal).
Sleeve
Oil
Radial
Single Row, Ball
Oil
Radial & Thrust
NEMA L Torque Curve. Completely
Oil -Filled, Squirrel Cage Induction.
Class A.
Permanent Split Capacitor (PSC).
Includes Overload Protection In
Motor.
Automatic Models. Wide Angle,
Polypropylene, 15ft. Cable.
SE411A & SE421A, Float w/Plug
Attached To Discharge Piping,
SE411AU & SE421AU Float Attached
To Pump. ON and OFF Points are
Adjustable.
Seal Material, Additional
Cable and Cast Iron Impeller.
SECTION
1A
PAGE
2
DATE
5/94
REPLACES
7/93
SE411A & 421A
SE411 & SE421 (Less Float)
SE411AU & 421AU
Q
120°
Pumping 9.00
Differential
16.00 U "" I
O 7.72
0
4.00.
120° 9.00
Pumping
Differential
16.00
.
4.00
2
MODEL
PART
HP
VOLT
PH
RPM
NEMA
FULL
LOCKED
CORD
CORD
CORD
NO.
NO.
(Nom)
CODE
LOAD
ROTOR
SIZE
TYPE
OD
AMPS
AMPS
SE411
068701
0.4
115
1
1750
A
10.0
19.0
14/3
SJTOW-A
0.390
SE411A
082215
0.4
115
1
1750
A
10.0
19.0
14/3
SJTOW-A
0.390
SE411AU
093193
0.4
115
1
1750
A
10.0
19.0
14/3
SJTOW-A
0.390
SE421
082089
0.4
230
1
1750
A
5.0
9.5
14/3
SJTOW-A
0.390
SE421A
093194
0.4
230
1
1750
A
5.0
9.5
14/3
SJTOW-A
0.390
SE421AU
093195
0.4
230
1
1750
A
5.0
9.5
14/3
SJTOW-A
0.390
Mercury Switch on SE411A & Mechanical on SE421A, Cable 16/2, SJOW-A, 0.320 O.D., Piggy -Back Plug.
Mechanical Switch (SE411AU & SE421AU), Cable 14/2, SJOOW-A (UL), SJOW (CSA), 0.370 O.D.
IMPORTANTI
1.) DO NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS.
2.) THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION II.
3.) THIS PUMP IS hQI APPROVED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER INSTALLATIONS,DECORATIVE FOUNTAINS
OR ANY INSTALLATION WHERE HUMAN CONTACT WITH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING.
4.) PUMP CAN BE OPERATED DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
CRANE PUMPS & SYSTEMS
Barnes Pumps, Inc. Barnes Pumps, Inc.
Distributor Sales & Service Dept. Bid -To -Spec & Project Sales
420 Third Street/P.O. Box 603 1485 Lexington Ave.
Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674
Ph: (513) 773-2442 Ph: (419) 774-1511
Fax: (513) 773-2238 Fax: (419) 774-1530
■■■■■■■■■■■■■■■■■■■Ws■■■■■■■■■■■■■■ STANDARD -
■■■■■■■■■■■■■■■■■■■II■■■■■■■■■■■■■■■ SIZE
■■■■■■■■■■■■■■■■■■■'/■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■ll■■■■■■■■■■■■■■■■Pump HP Imp. Dia.
■■■■■■■■■■■■■■■■■■11■■■=■■�■■■■■■■■
■ ■■■■■■■■■■■■■11■■■ ■■■■■■■■
■■■■■■■■■■■■■■II■■■■■■■■■■■■■■■■
■■■■■ ■■■■■ ■■■111■ ■■■■■ ■■■■■ ■■■■■
\�■■■■■■■■■■■■■■■■IIf■■■■■■■■■■■■■■■■
■■O�■■■■■■■■■■■■■■Il■■■■■■■■■■■■■■■■
■■■►`\■■■■■■■■■■■■■111■■■■■■■■■■■■■■■■
■■■■\\■■■■■■■■■■■■I'I■■■■■■■■■■■■■■■■
■ b. ■■■ ■■■■■ ■■■II■ ■■■■■ ■■■■■ ■■■■■
■■.\■■■■■■■■■IJ■■■■■■■■■■■■■■■■
..■■■■■■b•■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■-\■■■■■■.a■■■■■■lk1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■b.o■■■■■►\■■■■■■l■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■ki.■■■■■b�■■■■c■I1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■.m■■■■■.■■■%NA■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
M. ■■■&.■■■■■bm■►l.►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■►'\■■■■■IN■,1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
6.■■■■■■\\■■■■■►r■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■►n■■■■■■■■■►\■■■■.\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■►\■■■■■■■■►\■■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■►\■■■■■■■■►\■■■■o■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■®■■\�■■■■■■■■\n■■■■►`u■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■'■■■■►\■■■■■■■■►\■■■►\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
..■_■ ►■■■■■..■■■■■■■■..■■■..■■■■■■■■■■■■■■■■■■■■■■■■■■■o■■■■■
■■.■■■■■■■■m■■■■■■■&N■■■km■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■
■■■■`"■■■■■■■■►\■■■■■■■.N■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■���■■■■■■■bn■■■■■■■o■■■\►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■9"■■■■■■■►`\■■■■■■►`u■■■o■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■lz\■■■■■■\n■■■■■■\\■■■►`'■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■a►\■■■■■■►\■■■■■►■■■■\m■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■\O\■■■■■\\■■■■■&\■■■\\■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■b�N\■■■■\.■■■■■\\■■■\\■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■►m■■■■■.q■■■■a•■■■km■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■.o■■■■►m■■■■■.•■■■L\■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■►m■■■■km■■■■■o■■■►m■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■.�■■■■am■■■■■►■■■►�u■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■►!■■■\,N■■■■■o■■■►`■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■►\■■■■o■■■■■o■■■.\■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■\.■■■■o■■■■■o■■&\■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■►`\■■■\`E■■■■►\■■\M■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■\�q■■■\\■■■■.%■■\\■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►m■■\\■■■■\■■\•\■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►4■■b\■■■b\■■\`■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\n■■\\■■■&\■■M■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■o■■o\■■■&\■S\■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\\■■o■■■\m■\\■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\`\■■\■■■\i■\\■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\`\■\\■■■L\■►`\■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►`\■■\■■■\\■O■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\■■b\■■■\u■\■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►u■\m■■■\7\m■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\`■■\\■■■\`■\\■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■o■■►\■■■►\■\i■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■►\■■\o■■\\■►\■■■■■
■■■■■ ■■■■■ ■■■■■ ■■■■l l ■■■■■ ■■■■■ ■■■■■ ■■■■■ ■■■■m ■■o■■ ■►\■►` ■■■■■
MEMBER
BARNES®CONTROL PANELS
Versatrol Standard
Simplex and Duplex
NEMA 3R
SIMPLEX
DUPLEX
Series: Simplex & Duplex
Single Phase: .5HP -15HP
Three Phase: .SHP - 200HP
CRANE PUMPS & SYSTEMS
Barnes Pumps, Inc
Distributor Sales & Service Dept,
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: (513) 773-2442
Fax: (513) 773-2238
SECTION
6A
PAGE
3
DATE
7/93
REPLACES
7/90
Specifications:
ENCLOSURE: NEMA 3R Raintight, Outdoor Mounting
G-90 Galvanized Steel, Gray Polyester
Powder Finish, Door Gasket for
RAINTIGHT Outdoor use, Padlockable
Draw -Pull Latches,
Panel Drilled and Tapped,
Machine Screw Mounted Componets.
CIRCUIT BREAKER: For Short Circuit Protection
STARTER: Electromechanical
OVERLOAD RELAY: Bimetal Type, Ambient Compensated
HEATER ELEMENT: Class 10 Quick Trip, One Heater for
Each Motor Phase.
SWITCH: Hand -Off -Automatic, 1/2 Inch NEMA 1
LIGHT: Pump Motor Run, 1/2 Inch NEMA 1
SUB PLATE: Switch and Light Mounting
TRANSFORMER: For 115 Volt Control on 3 Phase
FUSE: Control Transformer Primary When
Used. Meet Requirements of NEC.
FUSE: Control Circuit, Meet Requirements
of NEC.
TERMINAL STRIP: Box Lugs for Customer Wring
WIRING: Color Coded to NEC Requirements;
Black Power Wiring
Red Numbered Control Wring
White Numbered Neutral Wiring
Green Ground Wiring
ALTERNATOR: For Duplex ONLY, Automatic.
Available in Sizes for .5 HP to 15 HP, 115 and 230 Volt AC, 1- Phase.
.5HP to 200HP, 200, 230, 460 and 575 Volt AC, 3- Phase.
All 230 volt panels are stamped "200/230 volts" and may be used
throughout this voltage range. All components are "UL" Listed.
NOTES: 4.5 and 7.5 horsepower single phase panels are designed
for use with Barnes Pumps special single phase models, 4SE4526L,
4SE4526HL, 4SE4524L, 4SE7524L & 4SE7524HL.
Optional Equipment Available See Pages 15 thru 20.
UL 508 Label.on Request.
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: (419) 774-1511
Fax: (419) 774-1530
SECTION
6A
PAGE
4
DATE
7/93
REPLACES
8/87
CRANE PUMPS & SYSTEMS
Barnes Pumps, Inc.
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: (513) 773-2442
Fax: (513) 773-2238
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: (419) 774-1511
Fax: (419) 774-1530
-'1 D
-------A
----------------------i
POWs, INC
I
1
I
r ---------- �
H M
A
'
B
I
1
I
L C
Enclosure Size
Mounting Dimensions
Part No.
HP
PH
Volts
Wt
AxBxC
DxHxM
6
.5
1
115
15
14x12 x6
4 x 16.12 x 15.12
065401
.5,.75
1
230
15
14x12x6
4 x 16.12 x 15.12
065402
1.0, 1.5
1
230
20
14 x 12 x 6
4 x 16.12 x 15.12
065403
1.9, 2,2.8,3,3.7
1
230
30
14 x 12 x 6
4 x 16.12 x 15.12
065404
4.5
1
230
40
20 x 16 x 6
4 x 22.31 x 21.31
065405
7.5
1
230
50
20 x 16 x 6
4 x 22.31 x 21.31
065407
.5
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065408
.75
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065409
1.0
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065410
1.5
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065411
2.0
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065412
3.0
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065413
5.0
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065414
7.5
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
065415
10.0
3
200-230
28
16 x 12 x 6
4 x 18.12 x 17.12
068009
15.0
3
200-230
29,
20 x 16 x 8
13 x 22.25 x 21.25
068010
20.0
3
200-230
34
20 x 16 x 8
13 x 22.25 x 21.25
068011
25.0
3
200-230
34
20 x 16 x 8
13 x 22.25 x 21.25
068012
30.0
3
200-230
39
24 x 20 x 8
13 x 26.25 x 25.25
068013
40.0
3
200-230
46
24 x 20 x 8
13 x 26.25 x 25.25
065422
.5
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
065423
.75
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
065424
1.0
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
065425
1.5
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
065426
2.0
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
065427
3.0
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
065428
5.0
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
065429
7.5
3
460
28
16 x 12 x 6
4 x 18.12 x 17.12
CRANE PUMPS & SYSTEMS
Barnes Pumps, Inc.
Distributor Sales & Service Dept.
420 Third Street/P.O. Box 603
Piqua, Ohio 45356-0603
Ph: (513) 773-2442
Fax: (513) 773-2238
Barnes Pumps, Inc.
Bid -To -Spec & Project Sales
1485 Lexington Ave.
Mansfield, Ohio 44907-2674
Ph: (419) 774-1511
Fax: (419) 774-1530
BARNES®ALARMS
Wall Mounted
P/N: 061486
FOR INDOOR USE ONLY.
P/N:061487
FOR IN ORUSE ONLY.
SECTION
6A
PAGE
43
DATE
7/93
REPLACES
10/85
Specifications:
061486 High Water Alarm includes stainless steel wall plate
with red jewel light and one mercury level control
with 10 ft. of 18/2 cord.
2.75
2 HOLES FOR
6-32 x 1/4
SCREWS
061487 High Water Alarm (Solid State) includes stainless
steel wall plate, audible and visual alarm with
silencer button and one mercury level control with
10 ft. of 18/2 cord.
4.56
I
�— —49
3.28 4.50
® ®-
1.81
CRANE PUMPS & SYSTEMS
Barnes Pumps, Inc Barnes Pumps, Inc.
Distributor Sales & Service Dept. Bid -To -Spec & Project Sales
420 Third Street/P.O. Box 603 1485 Lexington Ave.
Piqua, Ohio 45356-0603 Mansfield, Ohio 44907-2674
Ph: (513) 773-2442 Ph: (419) 774-1511
Fax: (513) 773-2238 Fax: (419) 774-1530
w
July 31, 2002.
Joseph J. Serwatka, P.E.
31 Kendrick Street
Lawrence, MA 01841
(978) 683-6595`'�'�p��
Mr. John L. Noonan, P.L.S., P.E.
Noonan & McDowell, Inc.
25 Bridge Street, Suite 6
Billerica, MA 01821-1023
Re: 206 Forest Street
Revised Septic Plan
1 % 7 06�6-'-B
.7-- ev<7/et;-V/trk"",
Dear John:
I am in receipt of your June 26, 2002 review letter. Unfortunately, the Town
forgot to send me a copy until I called them today. Anyway, I have revised the plan and
calculations per your comments. It appears from your comments that you did not receive
the original set of pump calcs and specs. I have revised the plans as follows:
1. The variance request is now on the plan.
2. A note is on the plan regarding water supplies and wells.
3. All gravity piping is listed as SCH 40.
4. The field has been raised to be 4' above groundwater at the highest ground
elevation.
5. The notation has been added regarding joints.
6. Pipe type and slope is shown to pump chamber.
7. Gas baffle is now specified.
8. Notation for 12" max, distance has been added to tees.
9. Notation for risers has been added.
10. Notation for max. depth on tank has been added.
11. Alarm float has been lowered.
12. Pump control catalog cut has been added to the pump specs.
13. Alarm spec has been added to the specs.
14. Pump curve has been added.
15. Manual switch for pump has been specified.
16. Max. depth on pump chamber has been added.
17. Note 13 has been revised.
18. The flow rate in all orifices is the same. This is evidenced by equal head at each
lateral during testing and my own observations.
19. Orifices have been revised to 5 & 7 O'clock.
20. Note has been added regarding forcemain into manifold.
21. Note has been added to waterline.
Should you have any questions concerning this letter, please contact me.
Sincerely,
Jo ph J. Serwatka, P.E.
a'
NOONAN & Mc DOWELL, INC.
25 Bridge Street, Suite 6, Billerica, MA 01821-1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: nm gconversent.net
June 26, 2002
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System
Plan Review, 1770/068A
206 Forest Street
Assessors Map 106A, Lot 107
Dear Members of the Board,
Please be advised that Noonan & McDowell, Inc. has reviewed the plan dated: May 17, 2002,
by: Joseph J. Serwatka. It is our opinion that the proposed design will meet the requirements of
Title 5 and the North Andover Board of Health `By -Laws" if the following is addressed:
v�List variance request for setback from wetlands. 220(4)P
Identify the presence or lack -of surface water supplies within 400 -ft public wells within 250 -
ft and private wells within 150 -ft. 220(4)
&,3<ldentify all gravity piping as schedule 40. NA 10.01
—> 4) Revise bottom of stone in leaching field to highest ground grade offset to water table. 161.4
Provide a notation that all joints in septic tank and pump chamber are to be grouted.
Provide pipe type and slope from septic tank to pump chamber.
/,--7) Add gas baffle to septic tank detail. 227(4)
k,8) Add notation for 12 -in max distance to tees in septic tank.
�) Add notation for riser to within 6 -in of final grade for septic tank. 228(2)
//r0) Add notation for maximum depth below grade is 36 in to top of septic tank. 221(7)
11) Lower alarm float to 0.5 + above pump on float. The existing elevation will rise within the
inlet pipe.
c -"'*l 2) Pump controls shall be specified. 220(4)(r) SO4
°.v
L/" 13) Specify alarm type and location. 231(2) & (9)
Land Surveyors Civil Engineers Environmental Planners
VI Provide plot of head loss performance curve for various discharges on pumpperformance
graph.
C45) Specify manual switch for pump. NA 12.01
V-'(6) Add maximum depth below grade is 36 -in to top of pump chamber. 221(7)
7) Revise note 13 to indicate a 2% minimum grade.
18) For design given provide flow rate at first orifice and last orifice in same lateral. This should
be equal or less than 10% of flow.
Vf9) Pressure guidance policy suggested that orifices should not by oriented directly downward.
Please provide a detail showing orifices at 5 & 7 o'clock.
cA20) Show forcemain connecting to manifold in center.
/21) Identify water line as either pressure or suction.
Respectfully,
John L. Noonan, P.L.S.-P.E.
F:/Office/boh/ 1770068A. doc
Land Surveyors Civil Engineers Environmental Planners
2
APR -16-2002 02:47 PM JOSEPH J. SERWATKA 1 978 683 6595 P.01
Joseph J. Serwatka, P.E.
31 Kendrick Street
Lawrence, MA 01841
(978) 683-6399
April 15, 2002
Ms. Sandra Starr, Health Director
Town of North Andover
27 Charies Street
North Andover, MA 01845
Re: 206 Forest Street
Septic Variance
Dear Ms. Starr:
I am sending you this letter to get some guidance on a septic design which will
require a variance from the wetlands setback. Prior to spending the effort of preparing a
plan and my client's money, I would like some reasonable assurance that the proposed
design and variance request will be acceptable to the Board of Health. The Board's
potential actions will affect the long term use of the property and my client's plans.
The existing three bedroom dwelling located at 206 Forest Street has a well in the
front yard and the septic system in the backyard. The existing (functioning, but would
need to be upgraded to accommodate expansion) septic system is about 110' from the
well, but one of the existing leach pits is only about 50' from the wetlands to the rear of
the property. A wetlands replication area was created on land to the north of my client's
property several years ago that moved the buffer zone 30-40 feet fiuther onto my client's
property,
My client would like to add onto the rear of the house by about 8 feet to make
room for an senior parent. (I would be able to provide you with expansion plans if you
request) The existing house has three bedrooms, and the expanded house would have four
bedrooms. Whether my client does a straight septic repair with no addition, or a septic
system with the addition, the setback to the wetlands would be about 80-85 feet to the
wetlands on my client's property, and about 60-70 feet to the replication area on the
adjacent property (note that this would have been over 100 feet prior to the replication
area being constructed). The setback to the well would remain at about 110' in either
case. In both cases, the existing leach pit about 50' from the wetlands would be removed.
While conducting soil testing with your consultant, Mr. Noonan, I mentioned all of
these facts, and the more suitable location was judged to be the back yard with a variance.
We both felt that putting the system in the front yard would make it difficult or impossible
to access the existing garage, because the system would have to be raised to accommodate
the water table. It also appears that knobs of ledge exist on each side of the front yard.
In summary, my client would like some reasonable assurance that if he submits a
plan for a new septic system to accommodate the expanded dwelling with a variance to
APR -16-2002 02:47 PM JOSEPH J. SERWATKA 1 978 683 6595 P.02
r ,
the wetlands setback, that the variance would be granted. Otherwise, he would like to
know at this point that the expansion plans are not possible.
Please get back to me at your convenience. Should you have any questions
concerning this letter, please contact me.
Sincerely,
oseph I Serwatka, P.E.
cc: Douglas Beach
andover
consultants 1 East River Place
inc. Methuen, Massachusetts 01844
Tel. (978) 687-3828
Fax (978) 686-5100
April 20, 1999
Town of North Andover
Health Department
30 School Street
North Andover, MA 01845
Re: Subsurface Sewage Disposal Plans
Lots A & C Forest Street
To the Board of Health:
Enclosed are four copies each of proposed subsurface sewage disposal plans for Lots A
and C, Forest Street. These plans are being filed on behalf of the applicant, Gerard E.
Welch Inc. Also enclosed are the soil evaluator forms, two application forms and two
checks for $125.00. Please put these two lots on the agenda for the Board of Health
meeting on April 28, 1999. If you have any questions, please contact me at 687-3828.
Sincerely,
ANDOVER CONSULTANTS INC.
David R. Jordan, P.E., P.L.S.
Vice President
Civil Engineers 9 Land Surveyors 9 Land Planners
andovar
consultants
inc.
May 12, 1999
Ms. Sandra Starr, R.S.
Town of North Andover
Board of Health
27 Charles Street
N. Andover, MA 01845
RE: Proposed Septic System Plans
Lots A and C Forest Street
Dear Ms. Starr:
1 East River Place
Methuen, Massachusetts 01844
Tel. (978) 687-3828
Fax (978) 686-5100
Enclosed are revised plans for the proposed septic systems at Lot A and Lot C Forest
Street (Map 105D, Lots 39&71). The following revisions have been made in response to
your comments in your letter dated May 7, 1999:
1. For both lots, the distribution box detail has been revised to show a 6" crushed stone
base.
2. The location of the trenches on Lot C has been changed so that the bottom of the
trench is at least 4' above the groundwater.
If you have any questions, please feel free to call me.
Sincerely,
ANDOVER CONSULTANTS INC.
David R. Jordan, P.E., P.L.S.
Vice President
7Q'•A/�1 OF
Civil Engineers • Land Surveyors 9 Land Planners
May -26-99 12:39P Paul D. Turbide, PE/PLS
May 26, 1999
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
30 School St.
North Andover, MA 01845
508-465-0313 P.02
RE: Title V second review (revised) for Lot C Forest Street (Map 105d Lot 71)
Dear Sandra,
Enclosed find the "Checklist for North Andover Septic System Plans" for the above-
mentioned site. The following is a personal observation.
• 310 CMR 247(2) states that a minimum of 2" of 118 to % inch stone is to be placed
on the top of the leaching bed. The plan design calls for a layer of untreated
building paper to be laid on top of this stone. There is no regulation that I could find
that allows untreated building paper to be laid over the peastone, and therefore I
would recommend that the untreated building paper be removed from the design.
If you have any questions or comments please feel free to contact me.
Sincerely
Carlton A. Brown, PE/PLS
Forest 105d-7 Ldoc
PORT
ENGINEERING
Civil Engineers &
Land Surveyors
One Harris Street
Newburyport, MA
01950
(978) 465-8594
03{19!1999 11:21 50SS899937 GERARD PAGE 02
'�4 m1,L f 7 /'?f I
/-- 6e.)2 $' � D- 6( f 1
SEPTIC PLAN SUBMITTAL FORM
LOCATION:
f ..
NEW PLANS: YES $160.00/Plan
REVISED'ANS: YES $ 60.00/Plan
SITE EVALUATION FORINTS INCLUDED: YES NO
DATE:
DESIGN ENGINEER:
DATE TO CONSULTANT: g /g Ing,
When the submission is all in place, route to the Health Secretary.
SEPTIC PLAN SUBMITTAL FORM
LOCATION:
NEW PLANS: =S $160.00/Plan C/
REVISED PLANS: YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: NO
DATE: 6 -C�D —Za `2
DESIGN ENGINEER:
DATE TO CONSULTANT:
When the submission is all in place, route to the Health Secretary.
H
Town of North Andover, Massachusetts Form No. z
NORT1yBOARD OF HEALTH
,ti
._ '
3: - , o0
a
o AL
DESIGN APPROVAL FOR
aSACHUSEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant. ,�}�CTJ Test No. ,/ 12,
Site Location
Reference Pla
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
Fee Fee
CHAIRMAN, BOARD OF HEALTH ------
Site System Permit No. C
INSPECTION CHECKLIST FOR SEPTIC SYSTEMS
Yes NO Initials
A. Bottom of Bed
1. Excavation to prW er depth
2. With trenches, sides of excavation at* beneath s horizon
3. (Edge ofcxcaavation .specified distance from foundation, etc.
Commurts:,, 0 �f,,� g3(cf �J✓"�
E. ,Rttaining Wall
1. Watt height and width as specified
2. WawWooled -
3. Wali mormaum I0' to leaching facility
4. wail meets specifications of plan
Comments:
C. Building Sewer
i.
Pipe diameter minimum 4-
I. L cM
2.
Scbeduk 40 pipe
r/
3.
Watertight joints
_
v' --
4.
Inlet to tank cemented
V`
5.
Slope minhu n 0.01 or 118" per foot minimum
7. Inlet tee minimum 12" ander invert
b.
pipe property set an compact firm base
✓ - _
7.
Ripe laid on contimious grade itr straight line
10. Air space 3" above tees
S.
Cleanouts precede all change in alignment and grade
9.
Manholes at any 90' wage
13. Compact base with 6" of'/." crushed stone udder tank
10.
10' minimwn offset to water rare
Comments:
0- Septic Tank
I. L cM
2. 1,500 gal minimum
r`
3. Gas battle present onoutlet
i
4. Manhole to grade
V-1_
5. Iulanholes over center and each tee
V`
6. 3-20" manholes
L"
7. Inlet tee minimum 12" ander invert
L/
8. Outlet tee min ri Wunder invert
./
9. Outlet tine rented
sJ
10. Air space 3" above tees
11. 2" -- 3" drop f om inlet to outlet
12. pipe set
c/
13. Compact base with 6" of'/." crushed stone udder tank
14. Tank is watertight J roliltFtc IqN
Comments; ;;;0?ifkWl� 6 tE#III
PRO -1 M / f r -
Yes NO
E. Pump Chgmber
1. if sepame fam tank, compact base with 6" of/," stone underneath
2. Minimum 2" pipe to d -box if gravity system
3. 20" access manhole -
4. Tank level
t
)1��
R+4oltol
5. watertight _
6. Tank size agrees with plan specification
7. Manhole to grade
8. Chetic valve and bleeder hole present k f
9. Alarm in budding on separate circuit
10. Alarm ferncdons
It. Manual open ting switch r t
I2 Pump delivers liquid to d -box _rJ�
Comments: ---
�� P a lN;r,�+� CION&j
F. Distribuf m Box
1. D -lox level
2.. mhairnurn o. i r (27') +trap from inlet to outlet -
3. Minimum G'swap
4. outlet pipes show ecpwl distribution
5. Compact base with S' ofstone beneath box i
r v
6. Box is watertight/jl
7. All lines cemented with hydmulic cement
8. Schedule 40 pipe
Comments:
0. Soil Absorption systeaaa
1. All stone do able -washed - V -1 'l:" ✓�-
- pea stone ✓
Bucket teat done? ✓
2.. Minimum. 2" of pea stone above distrib Won lines e%
I Minimum 6" store: beneath pipe
4. Distribution lines upped or connected together
5. Grading mew 3:1 slope
6. Minimum of 9" of fill graded over system
7. Tot: ofslope strops mittirnum 5' franc edge of p vperty; ifnot, then swale.
Comments: l fee* (f6j-,3, iY Ott e-tvy r xv -
K Leach Trenches
I. Minimum 2 trenches
2. Length of trenches agree with plan. (ax. terga 1W) _ -
3. width of tri agree with plan - Minimum 2', mucimuaa - 4.
4. Vent present if <50 feet or specified
5. Distance between trenches minimum 4' and maximum of 6'
6. Minimum distance between trenches 10'
7. pipe: slope minhoum 0.045 or 0" per 100'
8. Depth oftreudres blow outlet invert minimum of 6".
?".6-F:I&�Ir c F
Yes NO
9. Pipes set on stable hese.
Comments:
L Lesch Field
1. Maximum length of field 100'
2.
Pipe slope minim= 0.005 or 6" per 100'
3.
Separation between pipe 6' maximum
4-
Pres connecters at end
5.
Separation between adjacent fields 10' minimum
6.
Pipes set an stable: base
✓
7.
Maximum 4' separation fruit edge of field to first shoe
it
&
Minimum two dim -Moo lines
9.
Maximum pert rate 20 nnpi
COM MOM qhf ?� �/
evY 01
I Leaching Pits
1. Minimum mitt pipe 4"
2. nits ofco ncreto
3. Siderwall between 12" and 48" wide
4. Access manholes on each pit
5. Pipes cemented with hydraulic cement
K. Final Grade
1. Slope over soil absorption rystern minimum 0.02
2. All system components covered by at least 9" soil
3. Cover soil five of stones lww dm 6"
4. Grassing slopes away from dwelling _
.5. No arms rivet' system that may pond
NOONAN & Mc DOWELL, INC.
25 Bridge Street, Suite 6, 'Billerica, MA 01821-1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: nm@netway.com.
Date Z�
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, MA- 01845
RE: Subsurface Sewage Disposal System
Plan Review, 1770/ e,*
/3eev�- c cfi S T
Assessors Map , Lot l0 7
Dear Members of the Board,
Please be advised that Noonan & McDowell, Inc. has reviewed the plan dated 7 --
by y o E" -
It is our opinion that the proposed design will meet the requirements of Title 5 and the North
Andover Board of Health "By -Laws" if the following is addressed:
l �
4-15 T v im✓ C 67— �--� ✓*�_s r-
z -Z !7 14. 01
l�
S w i Tisa �--i
2zo l¢/�
/ ;C,:P- 17- �X--- - - - „ -
___�> /"P&�T�A'
7-0
Respectfully,
�� ak-ev> v- 1%,-5 f -e7.
7S y
A 47, 471
� ,6= s TQC � ✓� E. �`� c>y/ry e i�>�
S' = ! 7-q
.� G> �,zv v �� � �-- ✓vim T.�- ,rf� �v r—i1=�`T L�- c- c_ fiT{-✓ i" T S i "v
John L. Noonan, P.L.S.-P.E. F'l/i`>r�' G11�'�s2
G: offic e/forms/tonarev
;7) P- -
7� 7:;;�' /A,- 0
z
Land Surveyors Civil Engineers Environmental Planners
Y) " -12 /2 1Z / f / I -- 7 E � 7 -0
r
% TO d12 7-1
/ `C _� /SEI G� � TiY/•✓ %?/� A-V z
-Z 72NP
04z s �`j� ,! �` 4i /�G i4 0 GK'S T c:—
ez—
ry
Alter P��i �� L-Elof
Lo � t4T4-9
Jr 7- G K c, s A,, j/J�iy 4-ov- .r- r.- T, -res
c�1 S/yove--v .,iv T Orte— 7-5a5:;P D i, -c t:E;-- c7-cr`/
prt//=/c5- 7 cco c Hca
�
s 7-0
� S A/ / �'cti'f s'=�t✓.,rt I` r ,�'i ...A l �"�' �^�...+.i .v �� 'a-,n� L= T`'Ci . S �� C�'�%�X
n
d
CHECKLIST FOR NORTH ANDOVER
SEPTIC SYSTEM PLANS
N & M Job 1770/ �% � C� �'
The following is a checklist that incorporates all Title 5 and local regulations for septic plans.
Name of 'Applicant: .e5 -, C/ i Name of Designer:
Plan Date: % Revision Date: Date of Review:
Property Address: 2 n /=Qk-- 65- s 7- s % Map:/64� Lot:
BOH Reviewer: Type of Plan (new o pgrade)
Number of Bedrooms in Assessor's Records: gpd) Garbage Disposal Allowed:/
General Information: N.A. = North Andover Septic Regulations Other numbers refer to Title 5
OK Pyr blem N/A
_�
Street number and map/lot - 220(4)(u)
�-
Maximum scale of 1 "=40' for plot plan - 220(4)
Maximum scale of 1 "=20' for profile and component details - 220(4)
!/
Legal boundaries of the facility being served - 220(4)(a)
Names of abutters from recent tax map - NA 8.02j
_
Number of bedrooms, design calcs., - NA 8.02i
Name & address of record owner & applicant - NA 8.02k
Name & address of designer - NA 8.021
Holder and location of all easements - 220(4)(b)
�—
Date plan drawn & any revision date - NA 8.02m
All dwellings and buildings, existing and proposed - 220(4)(c)
Location of all existing or proposed impervious areas - 220(4)(d)
All distances on site plan - NA 8.03a -c
Elevation of proposed driveway - NA 8.02t
Location and elevation of foundation drain - NA 8.02y
Location and dimensions of the system incl. reserve (new const.) - 220(4)(e)
Limits of excavation of leach area on site plan - NA 8.02z
1�~
Locus plan - 220(4)(t) (Not to scale)
North arrow - 220(4)(g)
Existing and proposed contours - 220(4)(g)
t /
Locations and logs of deep holes - 220(4)(h)
Locations and logs of percolation tests - 220(4)(i)
Date(s) of soil testing - 220(4)(h) & (i)
��----
Existing grade elevation of each deep hole - 220(4)(h)
Elevation of percolation tests - N.A. 8.02n
��-
Name of approving authority representative - 220(4)(h) & (i)
Name of soil evaluator - 220(4)0)
Soil logs and perc test logs match BOH records
-^
Locations of waterlines, drains, and subsurface utilities - 220(4)(m)
Observed and adjusted g.w. elevation in the vicinity of the system - 220(4)(n)
�-
Complete profile of the system to scale - 220(4)(o), NA 8.02c
`�-
Cross section of leaching facility - NA 8.02w (Not to scale)
`
Location of benchmark(s) within 50-75 feet of facility - 220(4)(q)
Note listing all variance requests with proper citations - 220(4)(p)
Local upgrade approval request form submitted = 403(l)
Original R.S./P.E. stamp, signature & date - 220(1) & (2)
If P.E., discipline specified within stamp. MGL C. 112 s. 81M
sfc. supplies (w/in 400'), pub. wells (w/in 250'), pvt. wells (w/in 150') - 220(4)(
Location of watercourses, wetlands, wells, etc. Win 150' of system - NA 8.02r
Wetland disclaimer - NA 8.02s
(
RLS plan reference & certification required (prop line setbacks) - 220(3)
Use approvals / standards checked for UA system - DEP docs.,
2
Perc rate >30 MPI - not allowed for new, LUA for upgrade - 245(1)&('3)
Perc rate > 60 MPI - must use modified tight tank or UA technology - 245(4)
Proposed system qualifies as "shared" system - 002 (definitions)
Flow is over 2,000 gpd - No R.S. allowed - 220(1)
1 Design flow was set in accordance with code - 203
39} Existing system location and note on proper abandonment - 354
Leaching facility at least 1' above Base Flood elevation — NA 9.05
—�_ All piping Sch 40 minimum — NA 10.01
Basement floor minimum 1' above groundwater elevation — NA 5.04
Foundation drain present with elevation — NA 8.02y
On-site Soil and Groundwater Review
OK Problem N/A
Proper deep observation hole logs on plan - 220(4)(h)
All deep holes and peres shown, including aborted tests — NA 8.02n
�� ( Soil evaluation forms submitted within 60 days of field work - 018(2)
r Proper percolation test log - 220(4)(i)
Ample deep observation holes in primary disposal area (minimum 2) - 102(2)
ll \ QQ1 ��j Ample deep observation holes in secondary disposal area (minimum 2) - 102(2)
�n1 / Ample perc testing (one in each disposal area, 3 in prim. > 2,000 gpd) - 104(4)
V4 Deep hole testing conducted within two years.— NA 7.05
Hole Identification Numbers:
ground elevation el.
acceptable soil el.
Leach facilitv invert el.
ground water el.
C�-
refusal el.
bottom of leach facility el. Cl
thickness of acceptable soil
before & after soil R&R
."'separation to groundwater
/ separation to refusal e—
soil class w
perc rate
loading rate �•
septic tank below g.w. table (yes or no)
pump tank below g.w. table y (yes or no)
l.f in fill `t/ -255(l)
Setback Distances (Given in feet) 15.21 1
YES NO Is the lot in the Lake Cochiewick Watershed? NA 6.00 & 5.02
OK Problem N/A
G� Septic Tank Leach Facility
I Property line 10 10
t/ Cellar wall 10 20
7
n
Downhill slope , 15' to 3:1 slope
w/o barrier
Building Sewer
Inground pool
10
20
Slab foundation
10
10
_
Deck, on footings, etc.
5
10
f
325
325
2
Waterline
10
10
Reservoirs
400
400
Invert elevation at building:
Tributaries to reservoirs
Private drinking well
75
100
Drains (wat. supply/trib.)
Irrigation well
75
100
►F�
Wetlands
75
100
Downhill slope , 15' to 3:1 slope
w/o barrier
Building Sewer
Public well
400
400
Wetlands bordering surface
150
150
_
water Supply or Crib. (in Watershed)
t�
Pipe cast iron or Sch 40 PVC - NA 11.02
Watertight joints specified - 222(3) & (4)
Trib. To Surface Water supply
325
325
2
Cleanouts precede all changes in alignment and grade - 222(8)
Cleanout provided every 100 feet - 222(8)
Reservoirs
400
400
Invert elevation at building:
Tributaries to reservoirs
200
200
Length of run:
Drains (wat. supply/trib.)
50
100
C-'-
Drains (intercept g.w.)
25
50
Foundation drains
10
20
Drains (Other)
5
10
Drywells
20
25
Downhill slope , 15' to 3:1 slope
w/o barrier
Building Sewer
OK Problem N/A
Grease trap required for certain uses (check 230 for details)
,4'
Pipe diameter listed (4" minimum) - 222(1)
_
Pipe schedule listed - 222(3)
t�
Pipe cast iron or Sch 40 PVC - NA 11.02
Watertight joints specified - 222(3) & (4)
Pipe laid on compact, fin base - 222(5)
Pipe laid on continuous grade in straight line - 222(7)@
Cleanouts precede all changes in alignment and grade - 222(8)
Cleanout provided every 100 feet - 222(8)
Manhole at any 90 degree alignment change - 222(8)
e
Invert elevation at building:
Invert elevation at septic tank:
r/
Length of run:
(minimum of 0.01 - 0.02 desired) - 222(6)
C ---Slope:
10' offset to private well or suction line - 222(2)
3
3
Septic Tank
OK Problem N/A
Tank is accessible - 228(3)
No structures above tank — (228(3)
Tank can accommodate both primary & reserve — NA 9.04
200% of flow (required & provided given. 1500 min.) - 220(4)(f) & 223)(1)(a)
2-3" drop from inlet to outlet - 227(5)
Minimum of 4' liquid depth - 223(2)
3" air space above tees/baffles (minimum) - 227(4)
9"air space above flow line (minimum) - 227(4)
Tees are not to be replaced by baffles - 227(1)
Tees extend 6" above flow line - 227(1)
Inlet tee extends 10" below flow line (minimum) - 227(6)
Outlet tee extends 14" below flow line (more for deeper tanks) - 227(6)
Gas baffle installed on outlet - 227(4)
Access manhole cover above center of tank & each tee (except 2 compart) 228(2)
3-20" manholes - 228(2)
1 childproof, 24" riser/manhole Win 6" of final grade if <1000gpd- 228(2)
Inlet and outlet tees on center line - 227(1)
Soil compaction below tank specified (if soil is non-native) - 221(2)
6" of <=3/4"stone beneath tank specified - 221(2) & 22 8(1)
If > 1,000 gpd AND not a single fam. dwell. must be 2 tks or 2 comp. - 223(1)(b)
If plan specifies disposal must be 2 tanks in series or 2 compart. tank - 223(1)(c)
Buoyancy calcs. required if tank at or below water table - 221(8)
Tank is watertight - 221 (1)
9" of cover over tank (minimum) - 228(1)
H- 10 loading (min.) - H-20 if traffic - 226(3)
Top of tank <=36" below grade - 221(7)
All pumping to tank (if applies) in accordance with - 229
Tank is set to keep old system in service during install if possible
Distribution Box (Check here if not present: 1
OK Problem N/A
Inlet elevation:
Outlet elevation:
0.17' drop fr inlet to outlet (minimum) - 232(3)(b)
6" sum drop
- 232(3)(e)
utlets at same elevation - 232(3)(b)
utlet pipes laid level for first 2 ft. - 232(3)(c)
Pipe Sch 40 - NA 10.01
Number of outlets: Numbe aterals:
Size of outlets:
Inlet baffle/tee min. 1" ove tlet invert for all d -boxes - 232(3)(a),
Soil compaction belo stribution box specified (if soil is non-nat' ZZj
6" of stone bene istribution box specified - 221(2)
Box is wat - t - 221 (1)
To ox <=36" below grade - 221(7)
Buoyancy calculations required if b s at or below water table - 221(8)
Pump Chamber (Check here if not present: )
OK Problem N/A
Volume specified: 220(4)(r)
y Pump on elevation- 220(4)(r)
Pump off elevation: 220(4)(r)
Alarm on elevation: 220(4)(r)
Number of cycles per day - 220(4)(r) (also 254(1)(d) if gravity from d -box)
ter- Minimum 2" delivery line to d -box if gravity - 254(1)( c)
4
4
0
D
N
Pressure dosed l.f. if flow >= 2,000 gpd - 254(1)(a) & 254(2)(a)
Cycles per day is consistent with chamber volume - 23 1
Volume calculations include flowback volume - 2') 1(2)
✓
24 hour storage capacity above pump on elevation - 231(2)
Number of pumps: 2 if system serves >2 dwelling units - 231(6)
Capacity of pump(s) - gpm @ ' TDH - 220(4)(r)
Pump can pass 1 1/4 "solids (minimum) - 231(7)
Pump controls specified - 220(4)(r) Z'3f
Alarm equipment specified - 231(2)
Alarm is in building and powered on separate circuit from pump - 1(9)
Pump sequence correct (off -lead on -lag on-alan-n on) - 231(8)
Pump performance curves included - 220(4)(r)
Manual operating switch - NA 12.01
"Check valve, bleeder hole - NA 12.01
l lam/
1 childproof, 24" riser/manhole to final grade - 2'31(5),
✓
Soil compaction beneath pump chamber specified (if soil is non-native) - 221(2)
6"of <=3/4"stone beneath chmbr. specified - 221(2) & 228(1),
/?
Buoyancy calculations if chamber is at or below water table - 221(8)@
9" of cover over chamber (minimum) - 228(1)
H- 10 loading (min.) - H-20 if traffic - 226(')),
Chamber is watertight - 221 (1)
Top of chamber <=36" below grade - 221(7)
Leaching
Facility (general - complete for all designs)
OK Problem N/A
50% larger if garbage disposal - 240(4)
-=--�
Trenches to be used whenever possible - 240(6)
No vehicle or imperv. area above l.f. unless unavoidable - 240(7); NA 13.02
Vented if under impervious cover - 241 (1)
-�—
Vented through same pipes as distribution system - 241 (1)(a)
--
Vent protected from precipitation/animal entry - 241 (1)(b)
Vent is placed beyond traffic or impervious area - 24 1 (1)(c)
"—
All lines connected to vent if bed of trenches - 241(1)(d)
9" cover over peastone - 240(9)
Reserve area provided (new construction) - 248(1)
r--
Reserve 4' from primary leach area - NA 9.04
4' (5' if perc rate <=2 MPI) separation to g.w. - 212(a) & (b)
4' (down to T with variance or I/A - upgrades only) of natural soil under 11.
GW separation is adjusted to highest existing grade if facility cuts into a hillside
Pipe slope minimum of 0.005 - 251(9)
Require 5' removal and replacement if in fill - 255(5)
} <�
-
Top of leach facility <= 36" below grade - 221(7)
J
Final grade over l.f. minimum 0.02 ft/ft -240(10)
Surface & subsurface drainage away from I.f. - 240(1 1) & 245(5)
Minimum design flow 440 gpd without deed restriction - NA 13.01
3:1 slope where grading required - 255(2)
f
Toe of fill slope stops 5' from property line or swale installed - 255(2)
Impermeable barrier if < 3:1 slope or < 15 feet to-3:1slope - 255(2)
Impermeable barrier/retaining wall poured concrete - NA 9.02
Retaining wall stamped by P.E. - 255(2)(b)
`—^
Top of retaining wall >= top of peastone elevation - 255(2)(f)
10' offset from edge of leach facility to edge of ret. wall - 255(2)(g)
Perc test(s) done in most restrictive layer - 104(2)
Perc test 4' below leaching elevation - NA 7.06
z�—
Design flow listed and required/provided leach area given - 220(4)(f)
Leach pipes SCH40 PVC - NA 10.01
Leach pipes minimum 4" diameter except for dosed system - NA 14.04
Leach lines capped, vented, or connected together - 251(9)
Pressure dosing guidance followed if pressure distribution - 254(2)(c ),
�'
Pressure dosing required over 2,000 gpd or with I/A remedial use - 231(1)
off,
Leaching Trenches (Check here if not present: )
OK Problem N/A
Number of trenches:
Minimum of 2 trenche - NA 9.01(2)
Depth of trenchesax eff. 2`): -247(l)
Width of trench (2' min., 4' max.): - 251 (1)(b)
Length of tre hes (100' max.): - 25 1 (1)(a)
Trenches a vented (when > 50') - 251 (11)
Trenc follow contour lines - 251(2)
Tre spacing 3 times effective width or depth minim 251 (1)(d)
I ill or reserve between trenches, 10' min. - NA 14 & 14.03
Available leach area given (Min. 500 s.f.) - NA�Q. 1(2)
Bottom = L x W # —
Sidewall = L x D C# x 2=
Effective leach area given
Loading factor:
Effective area = total area s.f. x LTAR =
Effective area is >= design`flow of facility being served
2"of 1/8"- 1/2" 2x washed peastone.- 247(2)
Trench depth of 3/4" to 1 1/2" double washed stone - 247(1)
11-11
Leach Fields (Check here if not present: )
OK Problem N/A
Final Grading
OK Problem N/A
1�
5/24/01
s.f. '
s. f.
g/day
Number of fields: (need dosing chamber if > 1, 231 (1))
Length (100' max.): - 252 (2)(b)
Width:
Total area: L x W = s. f.
Minimum 900 square feet - NA 9.01(1)
Distribution lines connected with solid pipe — NA 15.01
Effective leach area given
Loading factor:
Effective area = total area s.f x LTAR = g/dav
Effective area is >= design flow of facility being served
Minimum of two distribution lines - 252(2)(a)
6line separation (max.) - 252(2)(d)
4' maximum separation from edge of field to line - 252(2)(e)
10' minimum separation between adjacent leach fields - 252(2)(f)
Between 6" and 12" of 3/4 - 1 1/2" stone beneath field - 252(2)(g) & 247(2)
2"of 1/8"-1/2" 2x washed peastone.- 247(2)
Slope over leach area minimum of 0.02 feet/foot — 240(10)
Grading shall divert drainage away from leach area — 240(l 1)
Grading slopes away from dwelling
f./office/forms/tonackltr.doc
I
6 0
Town of North Andover, Massachusetts Form No. 1
NORT{� BOARD OF HEALTH
-; s -, - __
APPLICATION FOR SITE TESTING/INSPECTION
Applic
Site Location _ C t`y �
Engineer
Test/Inspection Date and Time
-CHArRMAN, BOARD OF HEALTH
Fee ZOQ Test No. /4—:3 --�21
S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No.
BOARD OF HEALTH -
NORTH ANDOVER, MA 01845
978-688-9540
APPLICATION FOR SOIL TESTS
DATE:... J MAP & PARCEL:/o p
LOCATION OF SOIL TESTS: E)AL' K-- V.Ag p �-' f��S
OWNER: 0 f=r—C---Ef TEL. NO.:
ADDRESS:
ENGINEER: ZLS6 TEL. NO.:
CERTIFIED SOIL EVALUATOR:
Intended Use of Land: Residential Subdivision Single Family Home
Is This:
Repair Testing:
In the Lake Cochichewick Watershed?
Undeveloped lot testing:
Yes
Commercial
No
DEG 11 2001
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
1. Proof of land ownership (Tax bill, or letter from owner permitting test)
2. Plot plan & Location of Testing
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 1200.00 per lot for r___pairs or
upgrades. (If time is not critical, fee for repairs is $75.00)
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). it, ,',a of NORTH AN -DQ*
7. Within 60 days of testing soil evaluation forms shall be submitted. BOARD of HEALTH
Please Do Not Write Below This Line j MAR 6 2002
N.A. Conservation Commission Approval: 315-1d Z
v v
Date Received: G OZ Check Amount: A206 Check Date: J2 //f 161
0
FORM 11 - SOIL EVALUATOR FUR,%1
Palle 2 of -z
e
17 7,5/ 0,0 8 �. U:,e—
Location
,e—Location Address or Lot too- Zy 4
t . On-site Review _ j° 2
3 C0
Deep Hole Number ! Date: 3.- o °L- Time: / ' WeatherGGoyoyQ�
Location (identify on site plan)
Land UseT 'Z'� Slope M�' Surface Stones �yo,,
Vegetation G ie- 5 r
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body feet Drainage way J�p`l feet
Possible Wet Area deet Property Line _-_ feet
Drinking Water Well /rte �- feet Other -- _'----..---_-- %r
DEEP OBSERVATION •IliOLE LOGS
Depth from
Surface (inches)
Soil Horizon
Sol Texture
(USDA)
Sol Color
!Munsell)
Soil i
Mottling
Otfiet
(Structure, Stones.16-iiders, Consistency, %
(Graven
a— 5
400o`//
C"
,�1 �� ��
; -rr
� ort �,��
'f �S � �
�'� �i f#
/ r�r
7!
�; ',�,r
G lila y Gf71S
4ilk f -
Y
Parent Material (geologic) f.a
Oe�ORflBed<oc#'a r' d
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit face-
Estimated Seasonal High Ground Water: 'l G
DET APPROVED PORjM _ t2M7!!5
FORM 11 -SOIL EVALUATOR FOR11
I'age 2 of 3
%77vla,
Location Address or Lot r4o. ZQ 6 1664_Zt�5T 77—
A) 02 7i} - yv o.o VC--�
On-site Review _
�—"!LG/"Z A i J C'
Deep Hole Number Date: � Time: Weather d= t- 01-v / S0
Location (identify on site plan)
Land Use '4 0 S)ope M Surface Stones eo 1/
Vegetation G +c A ✓ ,�
Landform
Position on landscape (sketch on the back) ..:_..
Distances from: )�
Open Water Body �'-"' feet Drainage way'-;;,/ feet
Possible Wet Area �' feet Property Line feet
Drinking Water Well �2 ` ` feet Other
f- o`"-A"v -7 - ry A 0 -- DEEP OBSERVATION HOLE LOGS
Depth from
Surface (Inches)
Soil Horizon
Sol Texture
{USDA)
Sol Color
tMunsell)
Sol
Mottling
Other
(Structure, Stones, Soulders, Consistency, %
Graved
4 -- �,
r
s-,�.�- �
•��, . ; _ �- �� �-�..� fes_
1 z
Te
1
Parent Material (geologic) DaPd:
Death to Groundwater Standing Water in the Hole: RoSed
Weeping Iron Pit Face: --
Estimated Seasonal High Ground Water: Y
F
DEP APPROVED FORM - 0107195
I
I
_ FORM 12, - PERCOLATIO.N TEST.
Location Address or Lot No.
COMMONWEALTH OF MASSACHUSETTS
ry o, -t riy 4 N O o vi. -7z
, Massachusetts
'i -
R13;1ate
Min./Inch
f.t
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed D'-�Site Failed ❑
Performed By:
------------------------------_........................
� r�
Witnessed By:
Comments:.. ,..:.:...._..._....:.. r....:..
DEP APMOYm *oar - umjps
Percolation Test'
Date: -.....
��' 4 /"-7— Time%
Observation Hole #
Depth of Perc
�J o
Start Pre-soak
LIQ
End Pre-soak
Time at 12"
v 79
-_i
Time at 9
-
w �l
Time at 6"-
S
Time W-6")
'i -
R13;1ate
Min./Inch
f.t
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed D'-�Site Failed ❑
Performed By:
------------------------------_........................
� r�
Witnessed By:
Comments:.. ,..:.:...._..._....:.. r....:..
DEP APMOYm *oar - umjps
A
FORM 11 - SOIL EVALUATOR FORM
Page I of 3
F NORTH AND& "
EOARD OF € EACI H
JUN 19.2002
No.
Date:
Commonwealth �U-
N0(2-rT--tq Massachusetts
Soil Suitability. Assessment for On-site Sewage Disposal
Performed By: . ',I!— ., . S 4�� ',,�J,- =;_=i- Date: -'3 2
2 -
.
Witnessed By:
.......... I .. ................ . .
L�tInn Add,"s Owmt*s Name'
La Addrnz. &M
Tekooml
Jew construction M Repair X I
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published )q,5 I Publication Scale � 4 Soil Map Unit
Drainage Class 6. - - Soil Limitations . ..... .......... ....... ........... . ....... .. .... .........
Surficial Geologic Report Available: No El Yes ❑
Year Published Publication Scale
GeologicMaterial (Map Unit) ............................................................................................... ........................... ...............................
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No E]Yes
Within 500 year flood boundary No El Yes 0
Within 100 year flood boundary No OYes n
Weiland Area:
National Weiland Inventory Map (map unit)......_ . .................. ...
Wetlands Conservancy Program Map (map unit) .................................. I ........................ ......... ......................... ..
Current Water Resource Conditions (USGS): Month
Range :Above Normal E]Normal OBelow Normal ❑
Other References Reviewed:
kiDEP APPROVED FORM - 12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
location Address or Lot No. 4;,��.M.� f :tet`" —7—
Opt-site Revie
Deep Hole Number /-'`' l Date: - ; —Z92, Time: % P,611 ,
Location (identify on site plan)
Land Use L fi `tit t4 Slope (%) Z� Surface Stones
Vegetation�.,��
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body ' ; U 0 feet Drainage way >'•f�l � feet
Possible Wet Area &0 feet Property Line Go feet
Drinking Water Well ;i)c)0feet Other
Weather • 0 a/
DEEP OBSERVATION HOLE LOG'
k0eplh(f.,orn
ce chesl
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munselq
Soil
Mottling
Other
.Structure, Stones, Boulders, Consistency, %
G(avel)
pp
Ii� i P
.�2A Oz.s' 0
�^
)
*1 l �F
•-•••••••••. ••• �• .w�.c.a ncu V,RCU NI tvtrli rnvrvatu u1JrvJAL~UZ./
Parent Material (geologic) 2- Z— DepVvD8eOrock: >
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water:
DU APPROVED FORM • 12/0755
FOR_%I 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No.r�_a .. .
Oji -site Review
Deep Hole Number
mow. Date: ;a Time:
Location (identify on site plan)
Land Use a '.I V s` 1"J Slope (%) Surface Stones
Vegetation'
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body —7 10O feet Drainage way -7 feet
Possible Wet Area f feet Property Line feet
Drinking Water Well -;�,. Meet Other
Weather
DEEP OBSERVATION HOLE LOG'
Depth from
Surface (Inchesl
Soil Horizon
Soil Texture
(USDAI
Soil Color
(Munsell)
Soil
Mottling
Other
.Structure, Stones, Boulders, Consistency, %
G(avel)
• 1
• -C•:Ye'� mea..
� f.� i� (y} �F �,.
�
,.,y�..1j
e
p
• �� �' t�
".0
S/"i!pr
raa C)v
Parent Material (geologic) ,E , DePtvto6odrock-
Death to Groundwater- Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Wale(: , s f
i
DEP APPROVED FOPu%j - 12/0755
FORM 12 - PERCOLATION TEST
Location Address or Lot No.
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test
Date: Time:
Observation Hole #
Depth of Perc
Start Pre-soak
141
End Pre-soak
Time at 12"
2,7
Time at 9"
Time at 6"
Time (9"-6")
Rate Min./Inchsf
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed F]
..................................................................................... ...................................................
Performed By:
Witnessed By: Q
- � _1 tj
Comments:
wDEP APPROVED FORM - 12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No.
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 mottles inches
❑ 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?
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on �� / (date) I have Passed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017.
Signature -``` Date 2z4i
DFP APPROVED FOPM - 12/07/95
P
Zap. po
. t4
L OTA
� o
S.T- To-ca.L
OFA OR'.. AiMG.
SOIA9D OF HEATH
�
DEC 1 1 200 � 1
Z Lo
Ul
e-
V
1ul
N
30. lA
xls�- 71:,wrr 0:.1
32 . od �o'
rn
v �
m �0
ao
_GFT-"� �25.ZS'• - 92.�r,' S2(o'-21'-O5"E-52�.�-t• � _ 1Po.5a S'Lfa'3fo=0T"� - .cam
G,q 4L.
15 PO lz E 6 T (WIt7T a`VA2lE15 T !�
A