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HomeMy WebLinkAboutMiscellaneous - 1020 SALEM STREET 4/30/2018 (2)Ifflif o �
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Lot & Street Zor / 5Ae-e't Map/Parcel
CONSTRUCTION APPROVAL
Has plan review fee been paid: NO Permit#
Plan Approval: Date: 11?7 Approved by:�
Designer: 0 S GOA Plan Date: &11,1-k7
Conditions:
Water Supply: wn Well
Well Permit-_---___ Driller:
Well Tests: Chemical
Bacteria I
Bacteria II
Plumbing Sign -Off:
Comments:
Date Approved
Date Approved
Date Approved
Wiring Sign -Off:
Form "U" Approval- Approval to Issue:
Date Issued �%G/Q By:
Conditions:
Final Approval:
All Permits Paid? NO
Well Construction Approval? YES NO
Septic System Construction Approval? YES NO
Certification? YES NO
Other YES NO
Any Variance Needed? YES NO
FINAL BOARD OF HEALTH APPROVAL:
DATE:
APPROVED BY:
SEPTIC SYSTEM INSTALLATION
Is the installer licensed?
a •
NO
Type of Construction:
SEPTIC SYSTEM INSTALLATION
Is the installer licensed?
NO
Type of Construction:
NE
REPAIR
New Construction: - Certified Plot Plan Review
NO
Floor Plan Review
- �.
NO
Conditions of Approval from Form U
YES
NO
Issuance of DWC permit:
d�
NO
DWC Permit Paid?
YES
NO
DWC Permit #�j�j j Installer
0Sg ,.-
Begin Inspection:
�-�
NO
Excavation Inspection:
Needed:
Construction Inspection:
Needed:
Plan Satisfactory:
Approval of Backfill: Date:44� By:
Final Grading Approval: Date:
Final Construction Approval: Date: /I f /9 By:
Certificate of Compliance: Approval: Date:
pF NORTy qti
? oO�
p � m
* it
FF1 LEI COPYSSA C H USS
PUBLIC HEALTH DEPARTMENT
Town of North Andover
Community Development Division
CERTIFICATE OF
COMPLIANCE
As of: 8/7/2014
This is to certify that the individual subsurface disposal system received a
SATISFACTORY INSPECTION of the:
Additional Leaching area
By: Robert Daigle Jr.
At:
1020 Salem Street
Map 104D Lot 32
North Andover, MA 01845
The Issuar f of this certificate shall not be construed as a guarantee that the system will function satisfactorily.
�dskn Sawyer/
Public Health Agent
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
Commonwealth of Massachusetts
City/Town of
Certificate of Compliance
GqM Form 3
SvOy
Important: When
filling out forms
on the computer,
use only the tab
key to move your
cursor - do not
use the return
key.
tab
ISI
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
12 Construction of anew system
❑ Repair or replacement of an existing system
❑ Repair or replacement of an existing system component
Has been done in accordance with Title 5 and the Disposal System Construction Permit (DSCP):
DSCP Number
'+/j
Facility Owner
1020 XAL.> K? S -T¢F-e
Street Address or Lot #
J✓®Q iw /a AlbDyE4
City/Town
Designer Information:
Na
Signature
Installer Information: _
It,
Signature
DSCP Date
ly�14
State
Name of Company
-7-31-141
Date
, � V 4r;, / 4
Name of Co any
/ /9
Dater I
0 / f? yg-
Zip Code
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
N
OF
IL
- vt T!'FAANKUN
No, 37045
o N
3y-2�•'�---- __ 549'x ' - -
£�flsr
FUM-A710N:: � 4 .
`.
LOT 1
1.00 Ac
175.00'
N69'41'27"W
SALEM STREET
THIS PLAN IS THE RESULT OF A SURVEY
PERFORMED ON 12/22/97 BASED ON THE
INFORMATION SHOWN ON PLANS OF RECORD
ESSEX NORTH REGISTRY OF DEEDS.
AS—BUILT
FOUNDATION LOCATION PLAN
ASSESSOR'S MAP 104D LOT 32-1
NORTH ANDOVER, MASSACHUSETTS
Scale: l "=60' — Dec.23,1997
Prepared for
BELFORD CONSTRUCTION
NEW ENGLAND ENGINEERING SERVICES, INC.
33 Walker Road—Suite 22—North Andover,MA. 01845 Tel -(508)686-1768
W
Map -Block -Lot
Commonwealth of Massachusetts 104.D0185
-----------------------
BOARD OF HEALTH Permit No
BHP -2014-0673
North Andover -----------------------
FEE
P.I. _ $250.00
-----------------------
�4barrw yry F.I.
DISPOSAL WORKS CONSTRUCTION PERMIT
Robert K. Daigle, ---------
Permission is hereby granted ----------------------g— '-Jr ---'-------------------------------------------------------------------
to (Construct) an Individual Sewage Disposal System.
atNo 1020 SALEMSTREET ------------------------------------------------------------------- -----------------------------------------------
- ---- - -- - 2014
-----
as shown on the application for Disposal Works Construction Permit No. BHP -2014-067 Dated une
F HEALTH
Issued On: Jun -25-2014 ---------------------------
------------------------------
°f NORTi�� Application for Septic Disposal System g�
ti�ao 'ah0 -
�� •`°° °c
TODAY'S DATE
Xonstruction Permit —TOWN OF
$ 250.00 — Full Repair
ORTH ANDOVER, MA 01845 $125.00 - Component
�SS�etiuS�t
Important: Application is hereby made for a permit to:
When filling out ❑ Construct a new on-site sewage disposal system*
forms on the
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? e r
cursor - do not
use the return A. Facility Information
key. /G 9,6 Sa.le44
'Q Address or Lot #
�I City/Town
2.- *TYPE O"EPTIC SYSTEM*:
❑ Pump Gravity (choose one)
***If pump system, attach copy of electrical permit to applica ion*** 2�1�
❑ Conventional System (pipe and stone system) �VN 25p
z 4�g4d,�
El Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certific tion tootaivt a' ri ttyere`� f y9tem.
IC`N IND
❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenan e A nt)
❑ Pressure Dosed (D -Box Present) S.A.S.
2. Owner Information
- . fka_ G/u
Name
Address (if different from above)
City/Town State Zip Code
Telephone Number
3. Installer Informatio
AvIt
Arne Name of Company
J
A7/1C
�
City/Town State � � � � � � Zip Cod
Telephone Number (Cell Phoneb/# iiffpoossible please)
4. Designer Inform tion
Name Name of Company
Address
City/Town State Zip Code
Telephone Number (Best # to Reach)
Application for Disposal System Construction Permit • Page 1 of 2
N°RTy, Application for Septic Disposal System
AConstruction Permit -TOWN OF
TH ANDOVER. MA 018
PAGE 2 OF 2
A. Facility Information continued....
5. Type of Building: ❑Residential Dwelling or ❑
B. Agreement
The undersigned agrees to ensure the const
on-site sewage disposal system in accord
Environmental Code, as well as the Local
North Andover, and not to place the sys
been issue y thiMBoar-1-of e h.
Name
0 )SI
)I -
TODAY'S DATE
$ 250.00 - Full Repair
$125.00 - Component
and maintenance of the afore -described
the provisions of Title 5 of the
e Disposal Regulations for the Town of
Rion until a Certificate of Compliance has
G /.n //I
Date
of Health Representtive)
�
Date
Application Disapproyd for the following reasons:
For Office Use Only:
1.
Fee Attached.
Yes
No
2.
Project Manager Obligation Form Attached.
Yes
No
3.
Pump Sys tem? If so, Attach copy of Electrical Permit
Yes
No
4.
Foundation As -Built? (new construction ronly):
Yes
No
(Same scale as approved plan)
5.
Floor Plans? (new construction only):
Yes
No
Application for Disposal System Construction Permit • Page 2 of 2
SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction for the septic system for the property at:
(Address of septic system)
Relative to the application of Qlj p�
(Installer's name)
Dated � � ��
o ay s ate
For plans by e ., 0
(Engineer)
And dated 14114
411 a
rigina ate
With revisions dated 1l /,1, 13
(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 reauesting 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 (ls� 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: healthdept(@townofnorthandover.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, 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
me of this obligation.
Undersigned Licensed Septic Installer:
(Name —Signed)
North Andover Health Department
(ommunity Development Division
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: 1020 Salem St
INSTALLER: Robert Daigle
DESIGNER: Ben Osgood
PLAN DATE: 10/28/13, Rev
BOH APPROVAL DATE ON
INSPECTIONS
MAP: 104D LOT: 32
11/12/13
PLAN: 11/19/13
TANK INSPECTION:
DATE OF BED BOTTOM INSPECTION: 7/11/14 (partial)
DATE OF FINAL CONSTRUCTION INSPECTION: 7/25/14 (partial)
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
® Contractor reports any changes to design plan
N/A Existing septic tank properly abandoned
N/A Internal plumbing all to one building sewer
® Topography not appreciably altered
Comments:
SOIL ABSORPTION SYSTEM (General)
❑ Bottom of SAS excavated down to C soil layer,
as provided on plan
❑ Size of SAS excavated as per plan
X Title 5 sand installed, if specified on plan
N/A 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: 32'Wx23'L
FINAL GRADE
Loamed
Seeded
Cover per plan
Comments:
DOCUMENTS NEEDED
LJ' Certification of Installation Form submitted
By engineer and signed and dated by
Engineer and installer
As -Built Plan
BM = 140.38
H R = 9.40
HI = 149.78
SYSTEM ELEVATIONS
ROD AS -BLT INVERT DESIGN INVERT
ELEVATION ELEV ELEV
Benchmark
Lateral 1 TOP 0.77/0.82
Lateral 1 INVERT 148.66 / 148.61 148.77 / 148.68
Lateral 2 TOP 0.86/1.00
Lateral 2 INVERT 148.57 / 148.43 148.75 / 148.66
*Elevations of laterals were about .10 -.20+/- lower than approved plan but
elevations were based on existing elevations of the end of the each
existing trench.
Blackburn, Lisa
From: Isaac Rowe <irowe@millriverconsulting.com>
Sent: Thursday, July 31, 2014 4:14 PM
To: Blackburn, Lisa; Sawyer, Susan
Cc: 'Pam Lally'; 'Isaac Rowe'
Subject: RE: Salem St. Final Construction
Attachments: 1020 Salem St - Final inspection form.doc
Susan/Lisa,
Attached is the final inspection form for the above referenced property. The invert of the extended portions of the
trenches were about 0.1- 0.2' lower than the approved plan. However, the installer was using the existing end
elevations of the existing trenches.
Please�let-rife 'know if you have any questions.
Thanks,
Isaac M. Rowe, R.S.
Project Manager
Mill River Consulting
6 Sargent Street
Gloucester, MA 01930-2719
Phone: 978-282-0014 ext.804
Fax: 978-282-1318
irowe(@millriverconsultina.com
www.millriverconsulting.com
From: Blackburn, Lisa[mailto:LBlackburn@townofnorthandover.coml
Sent: Thursday, July 24, 2014 8:37 AM
To: Dan Ottenheimer; Isaac Rowe; Pam Lally
Subject: Salem St. Final Construction
Good Morning,
Please call Rob Daigle (978.423.6933) for final construction at 1020 Salem St. Thank you.
Lisa Blackburn
Health Department
Town of North Andover
1600 Osgood Street, Suite 2035
North Andover, MA 01845
Phone 978-688-9540
Fax 978-688-8476
Email Iblackburn@townofnorthandover.com
Web www.TownofNorthAndover.com
1
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessm
1020 Salem Street
Property Address
Anthony Warren
Owner's Name
North Andover
City/Town
MA 01845
State Zip Code
RECEI'V'ED
ents
[10V* ob 2013
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
10-30-2013
Date of Inspection
Inspection results must be submitted on this form. Inspection forms may not be altered in any
way. Please see completeness checklist at the end of the form.
Important: When
A. General Information
filling out forms
on the computer,
use only the tab
1. Inspector:
key to move your
cursor - do not
Benjamin C. Osgood Jr.
use the return
key.
Name of Inspector
Pennoni Associates
r�
Compo
Company Name
13 Branch Street
Company Address
North Andover
MA 01845
City/Town
State Zip Code
978-749-9929
870
Telephone Number
License Number
B. Certification
I certify that I have personally inspected the sewage disposal system at this address and that the
information reported below is true, accurate and complete as of the time of the inspection. The inspection
was performed based on my training and experience in the proper function and maintenance of on site
sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of
Title 5 (310 CMR 15.000). The system:
® Passes ❑ Conditionally Passes ❑ Fails
❑ Needs Further Evaluation by the Local Approving Authority
�2 ) 10-31-2013
ector' ignature Date
The system inspector'shall submit a copy of this inspection report to the Approving Authority (Board
of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or
has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the
report to the appropriate regional office of the DEP. The original should be sent to the system owner
and copies sent to the buyer, if applicable, and the approving authority.
****This report only describes conditions at the time of inspection and under the conditions of use
at that time. This inspection does not address how the system will perform in the future under
the same or different conditions of use.
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 1 of 17
1 1 3 .
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal* System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner's Name
North Andover MA 01845 10-30-2013
CityrFown State Zip Code Date of Inspection
B. Certification (cont.)
Inspection Summary: Check A,B,C,D or E / always complete all of Section D
A) System Passes:
® I have not found any information which indicates that any of -the failure criteria described
in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are
indicated below.
Comments:
B) System Conditionally Passes:
❑ One or more system components as described in the "Conditional Pass" section need to be
replaced or repaired. The system, upon completion of the replacement or repair, as approved by
the Board of Health, will pass.
Check the box for "yes", "no" or "not determined" (Y, N, ND) for the following statements. If "not
determined," please explain.
The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally
unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass
inspection if the existing tank is replaced with a complying septic tank as approved by the Board of
Health.
* A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of
Compliance indicating that the tank is less than 20 years old is available.
❑ Y ❑ N ❑ ND (Explain below):
t5ins - 3113 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 2 of 17
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner's Name
North Andover MA 01845 10-30-2013
Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if
pumps/alarms are repaired.
B) System Conditionally Passes (cont.):
❑ Observation of sewage backup or break out or high static water level in the distribution box due
to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will
pass inspection if (with approval of Board of Health):
❑ broken pipe(s) are replaced
❑ obstruction is removed
❑ distribution box is leveled or, replaced
❑ Y ❑ N ❑ ND (Explain below):
❑ Y ❑ N ❑ ND (Explain below):
❑ Y ❑ N ❑ ND (Explain below):
❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The
system will pass inspection if (with approval of the Board of Health):
❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below):
❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below):
C) Further Evaluation is Required by the Board of Health:
❑ Conditions exist which require further evaluation by the Board of Health in order to determine if
the system is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR
15.303(1)(b) that the system is not functioning in a manner which will protect public health,
safety and the environment:
❑ Cesspool or privy is within 50 feet of a surface water
❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 3 of 17
o11
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner's Name
North Andover MA 01845 10-30-2013
City/Town State Zip Code Date of Inspection
B. Certification (cont.)
2. System will fail unless the Board of Health (and Public Water Supplier, if any)
determines that the system is functioning in a manner that protects the public health,
safety and environment:
❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within
100 feet of a surface water supply or tributary to a surface water supply.
❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water
supply.
❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well.
❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or
more from a private water supply well**.
Method used to determine distance:
** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal
coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal
to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must
be attached to this form.
3. Other:
D) System Failure Criteria Applicable to All Systems:
You must indicate "Yes" or "No" to each of the following for all inspections:
Yes No
❑ ® Backup of sewage into facility or system component due to overloaded or
clogged SAS or cesspool
❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters
due to an overloaded or clogged SAS or cesspool
❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded
or clogged SAS or cesspool
❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less
than 'h day flow
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 4 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner Owner's Name
information is
required for every North Andover MA 01845 10-30-2013
page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
Yes No
❑ ® Required pumping more than 4 times in the last year NOT due to clogged or
obstructed pipe(s). Number of times pumped:
❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation.
❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or
tributary to a surface water supply.
❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well.
❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well.
❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet
from a private water supply well with no acceptable water quality analysis. [This
system passes if the well water analysis, performed at a DEP certified
laboratory, for fecal coliform bacteria indicates absent and the presence
of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,
provided that no other failure criteria are triggered. A copy of the analysis
and chain of custody must be attached to this form.]
❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd-
1 0,000g pd.
❑ ® The system fails. I have determined that one or more of the above failure
criteria exist as described in 310 CMR 15.303, therefore the system fails. The
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
E) Large Systems: To be considered a large system the system must serve a facility with a
design flow of 10,000 gpd to 15,000 gpd.
For large systems, you must indicate either "yes" or "no" to each of the following, in addition to the
questions in Section D.
Yes
No
❑
®
the system is within 400 feet of a surface drinking water supply
❑
®
the system is within 200 feet of a tributary to a surface drinking water supply
❑
®
the system is located in a nitrogen sensitive area (Interim Wellhead Protection
Area — IWPA) or a mapped Zone II of a public water supply well
If you have answered "yes" to any question in Section E the system is considered a significant threat,
or answered "yes" in Section D above the large system has failed. The owner or operator of any large
system considered a significant threat under Section E or failed under Section D shall upgrade the
system in accordance with 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
t5ins - 3/13 Title 5 official Inspection Form: Subsurface Sewage Disposal System • Page 5 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner Owner's Name
information is
required for every North Andover MA 01845
page. City/Town State Zip Code
C. Checklist
10-30-2013
Date of Inspection
Check if the following have been done. You must indicate "yes" or "no" as to each of the following:
Yes No
® ❑ Pumping information was provided by the owner, occupant, or Board of Health
❑ ® Were any of the system components pumped out in the previous two weeks?
® ❑ Has the system received normal flows in the previous two week period?
❑ . ® Have large volumes of water been introduced to the system recently or as part of
this inspection?
® ❑ Were as built plans of the system obtained and examined? (If they were not
available note as N/A)
® ❑ Was the facility or dwelling inspected for signs of sewage back up?
® ❑ Was the site inspected for signs of break out?
® ❑
Were all system components, excluding the SAS, located on site?
® ❑
Were the septic tank manholes uncovered, opened, and the interior of the tank
inspected for the condition of the baffles or tees, material of construction,
dimensions, depth of liquid, depth of sludge and depth of scum?
® ❑
Was the facility owner (and occupants if different from owner) provided with
information on the proper maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System (SAS) on the site has
been determined based on:
® ❑
Existing information. For example, a plan at the Board of Health.
❑ ®
Determined in the field (if any of the failure criteria related to Part Cis at issue
approximation of distance is unacceptable) [310 CMR 15.302(5)]
D. System Information
Residential Flow Conditions:
Number of bedrooms (design):
A c
Number of bedrooms (actual):
AAA
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms):
t5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 6 of 17
Commonwealth of Massachusetts
u u Title 5 Official Inspection Form
o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
GSM 1020 Salem Street
Water meter readings, if available (last 2 years usage (gpd)):
Detail:
Sump pump?
Last date of occupancy:
Commercial/Industrial Flow Conditions:
Type of Establishment:
Design flow (based on 310 CMR 15.203):
Basis of design flow (seats/persons/sq.ft., etc.):
Grease trap present?
Industrial waste holding tank present?
Non -sanitary waste discharged to the Title 5 system?
Water meter readings, if available:
❑ Yes ® No
current
Date
Gallons per day (gpd)
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
t5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 7 of 17
Property Address
Anthony Warren
Owner
Owner's Name
information is
required for every
North Andover MA 01845 10-30-2013
page.
City/Town State Zip Code Date of Inspection
D. System Information
Description:
Number of current residents:
5
Does residence have a garbage grinder?
❑
Yes
®
No
Is laundry on a separate sewage system? (Include laundry system inspection
❑
Yes
®
No
information in this report.)
Laundry system inspected?
❑
Yes
®
No
Seasonal use?
❑
Yes
®
No
Water meter readings, if available (last 2 years usage (gpd)):
Detail:
Sump pump?
Last date of occupancy:
Commercial/Industrial Flow Conditions:
Type of Establishment:
Design flow (based on 310 CMR 15.203):
Basis of design flow (seats/persons/sq.ft., etc.):
Grease trap present?
Industrial waste holding tank present?
Non -sanitary waste discharged to the Title 5 system?
Water meter readings, if available:
❑ Yes ® No
current
Date
Gallons per day (gpd)
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
t5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 7 of 17
Commonwealth of Massachusetts
G W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
^M 1020 Salem Street
D. System Information (cont.)
Last date of occupancy/use:
Other (describe below):
Pumping Records:
Source of information:
MA 01845
State Zip Code
Date
General Information
Was system pumped as part of the inspection?
If yes, volume pumped:
How was quantity pumped determined?
Reason for pumping:
10-30-2013
Date of Inspection
Pumped 11/23/11 per BOH records
gallons
Type of System:
® Septic tank, distribution box, soil absorption system
❑ Single cesspool
❑ Overflow cesspool
❑ Privy
❑ Yes ® No
❑ Shared system (yes or no) (if yes, attach previous inspection records, if any)
❑ Innovative/Alternative technology. Attach a copy of the current operation and
maintenance contract (to be obtained from system owner) and a copy of latest
inspection of the I/A system by system operator under contract
❑ Tight tank. Attach a copy of the DEP approval.
❑ Other (describe):
l5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 8 of 17
Property Address
Anthony Warren
Owner
Owner's Name
information is
required for every
North Andover
page.
City/Town
D. System Information (cont.)
Last date of occupancy/use:
Other (describe below):
Pumping Records:
Source of information:
MA 01845
State Zip Code
Date
General Information
Was system pumped as part of the inspection?
If yes, volume pumped:
How was quantity pumped determined?
Reason for pumping:
10-30-2013
Date of Inspection
Pumped 11/23/11 per BOH records
gallons
Type of System:
® Septic tank, distribution box, soil absorption system
❑ Single cesspool
❑ Overflow cesspool
❑ Privy
❑ Yes ® No
❑ Shared system (yes or no) (if yes, attach previous inspection records, if any)
❑ Innovative/Alternative technology. Attach a copy of the current operation and
maintenance contract (to be obtained from system owner) and a copy of latest
inspection of the I/A system by system operator under contract
❑ Tight tank. Attach a copy of the DEP approval.
❑ Other (describe):
l5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 8 of 17
Commonwealth of Massachusetts
u W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
^M 1020 Salem Street
Property Address
Anthony Warren
Owner Owner's Name
information is
required for every North Andover MA 01845 10-30-2013
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Approximate age of all components, date installed (if known) and source of information:
Were sewage odors detected when arriving at the site?
Building Sewer (locate on site plan):
Depth below grade:
Material of construction:
❑ cast iron ® 40 PVC ❑ other (explain):
Distance from rivate waters I well ors ction line
2'
feet
N/A
V upp y u feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
Pipe behind finished walls in basement. Pipe OK in tank.
Septic Tank (locate on site plan):
Depth below grade:
Material of construction:
® concrete ❑ metal
1'
feet
❑ fiberglass ❑ polyethylene ❑ other (explain)
If tank is metal, list age:
years
Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No
Dimensions: 1500 gallons
Sludge depth: 2
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 9 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner Owner's Name
information is
required for every North Andover
page. City/Town
D. System Information (cont.)
Septic Tank (cont.)
MA 01845 10-30-2013
State Zip Code Date of Inspection
Distance from top of sludge to bottom of outlet tee or baffle
30"
Scum thickness <1
Distance from top of scum to top of outlet tee or baffle
6"
Distance from bottom of scum to bottom of outlet tee or baffle
16"
How were dimensions determined? Measure Stick
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tank in good condition, liquid level normal, sch 40 PVC tees in good condition.
Grease Trap (locate on site plan):
Depth below grade:
Material of construction:
❑ concrete ❑ metal ❑ fiberglass
Dimensions:
Scum thickness
Distance from top of scum to top of outlet tee or baffle
Distance from bottom of scum to bottom of outlet tee or baffle
Date of last pumping:
t5ins • 3/13
feet
❑ polyethylene ❑ other (explain):
Date
Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 10 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
MA 01845
State Zip Code
10-30-2013
Date of Inspection
D. System Information (cont.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan):
Depth below grade:
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain):
Dimensions:
Capacity:
gallons
Design Flow: gallons per day
Alarm present: ❑ Yes ❑ No
Alarm level: Alarm in working order: ❑ Yes ❑ No
Date of last pumping: Date
Comments (condition of alarm and float switches, etc.):
* Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 11 of 17
Property Address
Anthony Warren
Owner
Owner's Name
information is
required for every
North Andover
page.
City/Town
MA 01845
State Zip Code
10-30-2013
Date of Inspection
D. System Information (cont.)
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan):
Depth below grade:
Material of construction:
❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain):
Dimensions:
Capacity:
gallons
Design Flow: gallons per day
Alarm present: ❑ Yes ❑ No
Alarm level: Alarm in working order: ❑ Yes ❑ No
Date of last pumping: Date
Comments (condition of alarm and float switches, etc.):
* Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 11 of 17
Owner
information is
required for every
page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner's Name
North Andover
City/Town
D. System Information (cont.)
MA 01845
State Zip Code
Distribution Box (if present must be opened) (locate on site plan):
Depth of liquid level above outlet invert
a
10-30-2013
Date of Inspection
Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any
evidence of leakage into or out of box, etc.):
Box in good condition. No evidence of leakage in or out, distribution equal. Depth below grade = 18"
Pump Chamber (locate on site plan):
Pumps in working order: ❑ Yes ❑ No*
Alarms in working order: ❑ Yes ❑ No*
Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.):
* If pumps or alarms are not in working order, system is a conditional pass.
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 12 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
�M 1020 Salem Street
Property Address
Anthony Warren
Owner Owner's Name
information is
required for every North Andover MA 01845 10-30-2013
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Type:
❑ leaching pits
number:
❑ leaching chambers
number:
❑ leaching galleries
number:
® leaching trenches
number, length: 2- 2'deep x 3'
wide x 60' long
❑ leaching fields
number, dimensions:
❑ overflow cesspool
number:
❑ innovative/alternative system
Type/name of technology:
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
Area of leach trenches looks normal, no ponding, damp
soil, or unusual vegetation.
Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):
Number and configuration
Depth — top of liquid to inlet invert
Depth of solids layer
Depth of scum layer
Dimensions of cesspool
Materials of construction
Indication of groundwater inflow ❑ Yes ❑ No
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 13 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
D. System Information (cont.)
nnA
01845
Zip Code
10-30-2013
Date of Inspection
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
Privy (locate on site plan):
Materials of construction:
Dimensions
Depth of solids
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 14 of 17
Property Address
Anthony Warren
Owner
Owner's Name
information is
required for every
North Andover
page.
City/Town
D. System Information (cont.)
nnA
01845
Zip Code
10-30-2013
Date of Inspection
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
Privy (locate on site plan):
Materials of construction:
Dimensions
Depth of solids
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 14 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
1020 Salem Street
Property Address
Anthony Warren
Owner Owner's Name
information is
required for every North Andover MA 01845
page. Cityrrown State Zip Code
t5ins • 3/13
10-30-2013
Date of Inspection
D. System Information (cont.)
Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to
at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate
where public water supply enters the building. Check one of the boxes below:
® hand -sketch in the area below
❑ drawing attached separately
Z'r4>-PAAJ IA, IS• o
1b T4Nk, Zg.Lt
To :0 -5-8.6
4b r) a�-z
�® NK
ti
LeT-
Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 15 of 17
Commonwealth of Massachusetts
F Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
b
^M 1020 Salem Street
D. System Information (cont.)
Site Exam:
® Check Slope
® Surface water
® Check cellar
® Shallow wells
Estimated depth to hi h round water'
A
10-30-2013
Date of Inspection
W g feet
Please indicate all methods used to determine the high ground water elevation:
//
//
IN]
Obtained from system design plans on record
If checked date of desi n Ian reviewed
1997
' g p Date
Observed site (abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health - explain:
❑ Checked with local excavators, installers - (attach documentation)
® Accessed USGS database - explain:
You must describe how you established the high ground water elevation:
Soil evaluation for original system design performed by this inspector
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins • 3113 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 16 of 17
Property Address
Anthony Warren
Owner
Owner's Name
information is
required for every
North Andover MA 01845
page.
Cityrrown State Zip Code
D. System Information (cont.)
Site Exam:
® Check Slope
® Surface water
® Check cellar
® Shallow wells
Estimated depth to hi h round water'
A
10-30-2013
Date of Inspection
W g feet
Please indicate all methods used to determine the high ground water elevation:
//
//
IN]
Obtained from system design plans on record
If checked date of desi n Ian reviewed
1997
' g p Date
Observed site (abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health - explain:
❑ Checked with local excavators, installers - (attach documentation)
® Accessed USGS database - explain:
You must describe how you established the high ground water elevation:
Soil evaluation for original system design performed by this inspector
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins • 3113 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 16 of 17
i
Commonwealth of Massachusetts
4 W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 1020 Salem Street
Property Address
Anthony Warren
Owner Owner's Name
information is
required for every North Andover MA 01845
page. City/Town State Zip Code
E. Report Completeness Checklist
10-30-2013
Date of Inspection
® Inspection Summary: A, B, C, D, or E checked
® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed
® System Information — Estimated depth to high groundwater
® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file
t5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 17 of 17
OF p10 R
ULE Copy
SSACHusE
North Andover Health Department
(ommunity Development Division
November 12, 2013
Benjamin Osgood, P.E.
Pennon Associates, Inc.
100 Burtt Road, Suite 120
Andover, MA 01810
Re: 1020 Salem Street (Map104% Lot 32)
Dear Mr. Osgood:
The proposed wastewater system design plan for the above site dated October 28, 2013 and
received on November 6, 2013 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.
V 1 Please provide the soil testing date, name of the soil evaluator, Board of Health
representative and the percolation test log on the design plan (3 10 CMR 15.220(4)).
/2. Please provide a statement identifying whether the property is within or not within the
L/ Lake Cochichwick watershed (NA 3.2).
Please sign and date the elevation/location statement provided on the design plan (NA
3.2).
>---"4. It is unclear whether the topographic information was completed by Pennoni Associates
•/ Inc. or New England Engineering. Please clarify this on the design plan.
5. An inspection port is required in the soil absorption system (3 10 CMR 15.240(13)).
6. Under "System Elevations", there appears to be a typo as no Trench 2 End is depicted. If
Trench 1 End 148.75 (Ex) is supposed to be Trench 2 End then there is not a 0.5% slope
for Trench 2 from existing end (148.75) to proposed end (148.70).
/7. The breakout elevation of 149.2 is not met on the southern and eastern side of the
t/ proposed leach trenches. Please revise the proposed finish grades accordingly to meet the
breakout requirement.
�8. Please clearly indicate on the design plan the date of the as -built plan for the existing
system.
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
9. Although not required, a statement should be added to the design plan to clearly indicate
the purpose for the proposed addition to the existing leach trenches.
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.
Sincerely,
r`
usan Y S er, REHS/RS
Public Health Director
cc: Anthony Warren
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
Anthony Warren
1020 Salem Street
North Andover, MA 01845
11/14/13
Susan Sawyer
Public Health Director
Town of North Andover
1600 Osgood Street
Suite 2035
North Andover, MA 01845
RE: Application for Building Permit and wastewater system expansion at 1020 Salem Street (Map
104D, Lot 32)
Dear Susan,
We kindly request that the Health Department accept this letter of agreement in regards to the septic
system expansion at 1020 Salem St.
As you aware, we have submitted the septic system expansion plans for the above mentioned property,
designed by Ben Osgood for approval by the Town of North Andover Health Department. Upon receipt
of the approval letter, we kindly request that your department expedite approval for issuance of the
building permit.
The following are the reasons for our request:
Due to the late date in the year we would likely not be able to start construction on the septic
system without going past the town's cutoff for completion of the system.
We are however able to start on the addition and would like to get the foundation in this fall
before frost enters the ground so as to avoid spring site work and to be able to start framing
directly their after.
We are committed to starting the septic system in the spring and completing it as soon as feasible
and before the addition is finished.
The main purpose of adding the addition to our house is to provide a sun room for our family and not an
added bedroom, as such the impact while technically adds a bedroom will not adversely affect the
existing compliant system during construction.
In order to keep to a strict schedule and complete construction expeditiously, we would like to move
forward with construction as soon as possible. Currently, we are receiving bids on the septic system
upgrade including excavation work for the addition and will be securing a contractor soon, but have not
done so to date.
Worst case we will complete the installation of the septic system no later than July 2014 and no later than
the addition.
Respectfully
07 0,;,�
Anthony Warren
OF NORTy qti
LA
ti
9SSACHUs��
North Andover Health Department
(ommunity Development Division
November 19, 2013
Anthony Warren
1020 Salem Street
North Andover, MA 01845
Subsurface Sewage Disposal System Plan for 1020 Salem Street, North Andover, Massachusetts
Map 104D Lot 32
Dear Mr. Warren,
The North Andover Board of Health has completed the review of the septic system design plans
for the above referenced property, submitted on your behalf by Pennoni Assoc. Inc. dated
October 28, 2013, last revised on November 12, 2013. The design has been approved for use in
the construction of the expansion of an existing onsite 4 -bedroom septic system to a 5 -bedroom
(max 11 -room) home. This plan is generally good for 3 years from the date of approval, however
as a condition of this approval this system is agreed to be installed by no later than July 2014.
The Health Director has accepted this agreement, as a condition of approval of the building
permit application for an addition with a garage and a bedroom as depicted on plans provided by
Russell Bousquet; signed and dated October 23, 2013. These plans are accepted as an 11 -room
home.
Prior to July 2014, a licensed septic system installer must obtain a permit and complete this
work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of
North Andover. Failure to do so will result in a request to be present at a Board of Health
meeting to address the members directly, as to why this agreement has not been adhered to.
This approval is also 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
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
1020 Salem Street November 19, 2013
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.
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
might have.
Since ,�
usan Y. Sawyer,
Public Health Dir
cc: Ben Osgood Jr. P.E., Pennoni Assoc. Inc.
file
Page 2 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
."
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT IV
1600 OSGOOD STREET; SUITE 2035
NORTH ANDOVER, MASSACHUSETTS 01845
978.688.9540 —Phone
Susan Y. Sawyer, REHS/RS 978.688.8476— FAX
Public Health Director E-MAIL: healthdeptna townofnorthandover.com
WEBSITE: http://www.townofnorthandover.com
SEPTIC PLAN SUBMITTAL FORM RECEIVED
Date of Submission: �� ��V � 2013
Site Location: OZO T`�1"j 4 `� " ""6 TOWN OF NOR" H OWAIT�E t�F1'ARTM ANDOVER R
Engineer: rsE t�l V CrC>>Z�b
New Plans? Yes_�'/_$225/Plan Check # 1!5'n (includes 1St submission and one re-
review only) _ tO�
Revised Plans?Yes $75/Plan Check #
Site Evaluation Forms Included? Yes No_v_
Local Upgrade Form Included? Yes No 1V
Telephone #: C1' 7 " `YL Gs 01 '5 Fax #:
E-mail: SNIT AorV' , WA(ZYZEN 0� NORRTI-I — PYZE'y , WM
Homeowner
Name :-%31�OI��' \,NifAR n
OFFICE USE ONLY
When the sission is complete (including check):
7 Date stamp plans and letter
➢ t// Complete and attach Receipt
➢ _Copy File; Forward to Consultant
➢ 1/ Enter on Log Sheet and Database
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COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
TITLE 5
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: _1020 Salem Street _
—North Andover
Owner's Name: _John Machonis _
Owner's Address: _1020 Salem Street_
_ North Andover, MA 01845_
Date of Inspection: 12/17/2004_
Name of Inspector: Neil J Bateson_
Company Name: Bateson Enterprises Inc._
Mailing Address: _111 Argilla Road_
_Andover, Ma. 01810_
Telephone Number: ( 978 ) 475-4786
JAN 12 2005
TOWNOF NORTH' -R
HEALTH DEFT
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported
below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my
training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP
approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system:
X Passes
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
ils
q�
Inspector's Signature: Date: _12/17/2004_
The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or
DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000
gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the
DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving
authority.
Notes and Comments:
****This report only describes conditions at the time of inspection and under the conditions of use at that
time. This inspection does not address how the system will perform in the future under the same or different
conditions of use.
Page 2 of 11
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: _1020 Salem Street
North Andover—
Owner: _Machonis_
Date of Inspection: _12/17/2004_
Inspection Summary: Check AAC,D or E / ALWAYS complete all of Section D
A. System Passes:
X I have not found any information which indicates that any of the failure criteria described in
310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.
Comments:
B. System Conditionally Passes:
One or more system components as described in the "Conditional Pass" section need to be
replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,
will pass.
Answer yes, no or not determined (Y,N,ND) in the for the following statements. If "not determined" please
explain.
The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is
structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass
inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance
indicating that the tank is less than 20 years old is available.
ND explain:
Observation of sewage backup or break out or high static water level in the distribution box due to
broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if
(with approval of Board of Health):
broken pipe(s) are replaced
obstruction is removed
distribution box is leveled or replaced
ND explain:
The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The
system will pass inspection if (with approval of the Board of Health):
broken pipe(s) are replaced
obstruction is removed
ND explain:
Page 3 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: _1020 Salem Street
_ North Andover_
Owner: Machonis_
Date of Inspection: _12/17/2004_
C. Further Evaluation is Required by the Board of Health:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system
is failing to protect public health, safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the
system is not functioning in a manner which will protect public health, safety and the environment:
_ Cesspool or privy is within 50 feet of a surface water
_ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the
system is functioning in a manner that protects the public health, safety and environment:
_ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a
surface water supply or tributary to a surface water supply.
The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply.
_ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well.
The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a
private water supply well". Method used to determine distance
"This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform
bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and
the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other
failure criteria are triggered. A copy of the analysis must be attached to this form.
3. Other:
Page 4 of 11
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: _1020 Salem Street _
North Andover_
Owner: _Machonis_
Date of Inspection: _12/17%2004_
D. System Failure Criteria applicable to all systems:
You must indicate "yes" or "no" to each of the following for all inspections:
_No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
—No Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
clogged SAS or cesspool
No Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
No Liquid depth in cesspool is less than 6" below invert or available volume is'/z day flow.
_No_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped
_No_ Any portion of the SAS, cesspool or privy is below high ground water elevation.
_No_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
—No Any portion of a cesspool or privy is within a Zone 1 of a public well.
No Any portion of a cesspool or privy is within 50 feet of a private water supply well.
_No_ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water
supply well with no acceptable water quality analysis. [This system passes if the well water analysis,
performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds
indicates that the well is free from pollution from that facility and the presence of ammonia
nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria
are triggered. A copy of the analysis must be attached to this form.]
_No_ (Yes/No) The system fails. I have determined that one or more of the above failure criteria exist as described
in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to
determine what will be necessary to correct the failure
E. Large Systems:
To be considered a large system the system must serve a facility with a design flow of 10,1000 gpd to 15,000
gpd.
You must indicate either `yes" or "no" to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
yes no
_ the system is within 400 feet of a surface drinking water supply
_ the system is within 200 feet of a tributary to a surface drinking water supply
the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped
Zone II of a public water supply well
If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered
"yes" in Section D above the large system has failed. The owner or operator of any large system considered a
significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR
15.304. The system owner should contact the appropriate regional office of the Department.
Page 5 of i I
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: _1020 Salem Street
_ North Andover—
Owner: _Machonis _
Date of Inspection: _12/17/2004_
Check if the following have been done. You must indicate "yes" or "no" as to each of the following:
Yes No
Yes _ Pumping information was provided by the owner, occupant, or Board of Health
No Were any of the system components pumped out in the previous two weeks ?
Yes _ Has the system received normal flows in the previous two week period ?
No Have large volumes of water been introduced to the system recently or as part of this inspection ?
Yes _ Were as built plans of the system obtained and examined?
Yes_ , Was the facility or dwelling inspected for signs of sewage back up ?
Yes _ Was the site inspected for signs of break out ?
Yes_ _ Were all system components, excluding the SAS, located on site ?
_Yes_ _ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the
condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of
scum ?
_Yes_ _ Was the facility owner (and occupants if different from owner) provided with information on the
proper maintenance of subsurface sewage disposal systems ?
The size and location of the Soil Absorption System (SAS) on the site has been determined based on:
Yes no
_Yes_ — Existing information.
_Yes_ _ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of
distance is unacceptable) [3 10 CMR 15.302(3)(b)]
Page 6 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: _1020 Salem Street _
_ North Andover_
Owner: Machonis
Date of Inspection: _12/17/2004
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms (design): _4_ Number of bedrooms (actual): _4_
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): _440_
Number of current residents: _5
Does residence have a garbage grinder (yes or no): Yes
Is laundry on a separate sewage system (yes or no): _ No
Laundry system inspected (yes or no): _
Seasonal use: (yes or no): _No
Water meter readings: Yes_
Sump pump (yes or no): _No
Last date of occupancy: -
Current-COMMERCIAL/INDUSTRIAL
Type of establishment:
Design flow (based on 310 CMR 15.203): gpd
Basis of design flow (seats/persons/sgft,etc.):
Grease trap present (yes or no):
Industrial waste holding tank present (yes or no): _
Non -sanitary waste discharged to the Title 5 system (yes or no): _
Water meter readings, if available:
Last date of occupancy/use:
OTHER (describe):
GENERAL INFORMATION
Pumping Records
Source of information: Pumped this year, owner_
Was system pumped as part of the inspection (yes or no): _No`
If yes, volume pumped: gallons -- How was quantity pumped determined?
Reason for pumping:
TYPE OF SYSTEM
X Septic tank, distribution box, soil absorption system
_ Single cesspool ` Overflow cesspool
_ Privy
Shared system (yes or no) (if yes, attach previous inspection records, if any)
�_ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be
obtained from system owner)
_ Tight tank _ Attach a copy of the DEP approval
Other (describe): _
Approximate age of all components, date installed (if known) and source of information: _ 6 years old, 5/9/1998, As
built plan_
Were sewage odors detected when arriving at the site (yes or no): _No
Page 7 of 11
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: _1020 Salem Street
_ North Andover—
Owner: _Machonis_
Date of Inspection: _12/17/2004_
BUILDING SEWER _ X _ (locate on site plan)
Depth below grade: _24"_
Materials of construction: _ cast iron _X_40 PVC ,other
Distance from private water supply well or suction line:
Comments (on condition of joints, venting, evidence of leakage, etc.): _ Unable to see piping leaving foundation,
finished basement. 3" PVC in house, no leaks visible._
SEPTIC TANKS: X
Depth below grade: _12"_
Material of construction: X concrete ` metal _fiberglass _polyethylene
_other(explain)
If tank is metal list age: _ Is age confirmed by a Certificate of Compliance (yes or no): — (attach a copy of
certificate)
Dimensions: _10' x 5' x 4'
Sludge depth: —2" _
Distance from top of sludge to bottom of outlet tee or baffle: _28"_
Scum thickness: _2" _
Distance from top of scum to top of outlet tee or baffle: _8" _
Distance from bottom of scum to bottom of outlet tee or baffle: 18" _
How were dimensions determined: _Tape Measure_
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert, evidence of leakage, etc.)_ Inlet tee ok. Outlet tee ok. Depth of liquid at outlet invert.
No evidence of leakage._
GREASE TRAP: (locate on site plan)
Depth below grade:
Material of construction: _concrete _metal _fiberglass polyethylene _other
(explain):
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert, evidence of leakage, etc.):
Page 8 of 11
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: _1020 Salem Street
North Andover—
Owner: _Machonis_
Date of Inspection: _12117/2004
TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: concrete metal fiberglass __polyethylene other(explain):
Dimensions:
Capacity: gallons
Design Flow: gallons/day
Alarm present (yes or no):
Alarm level: Alarm in working order (yes or no):
Date of last pumping:
Comments (condition of alarm and float switches, etc.):
DISTRIBUTION BOX: X
Depth of liquid level above outlet invert: _0 _
Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of
leakage into or out of box, etc.):_ D -box level & distribution equal. No evidence of leakage. Light solid
carryover. D -Bog cover broken. Replaced cover.
PUMP CHAMBER: _ (locate on site plan)
Pump in working order (yes or no): _
Alarm in working order (yes or no): _
Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): _
Page 9 of 11
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: _1020 Salem Street
_ North Andover _
Owner: __
Machonis
Date of Inspection: _124W/2004_
SOIL ABSORPTION SYSTEM (SAS): X (locate on site plan, excavation not required)
If SAS not located explain why:
Type
leaching pits, number: _
leaching chambers, number:
leaching galleries, number:
_X leaching trenches, number, length: 2 trenches 60' long_
leaching fields, number, dimensions:
overflow cesspool, number:
innovativelalternative system Type/name of technology:
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation,
etc.): _ Soil ok. Vegetation ok. No sign of ponding to surface._
CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan)
Number and configuration: _ _
Depth — top of liquid to inlet invert: _
Depth of sludge layer: _
Depth of scum layer: _
Dimensions of cesspool:
Materials of construction: .
Indication of groundwater inflow (yes or no):
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): _
PRIVY: (locate on site plan)
Materials of construction:
Dimensions:
Depth of solids:
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.):
Page 10 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: _1020 Salem Street_
_ North Andover—
Owner: _Machonis _
Date of Inspection: _12/172004
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or
benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building.
Driveway
A
House
Water Meter B
A to Tank = 28'6"
A to D -Boz = 51'8"
B to Tank =15'8"
B to D -Boz = 25'11"
Septic
Tank
60'
D-
.4 Boz
Page 11 of 11
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: _1020 Salem Street
North Andover_
Owner: _Machouis_
Date of Inspection: _12/17/2004
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water 4' _
Please indicate (check) all methods used to determine the high ground water elevation:
X Obtained from system design plans on record - If checked, date of design plan reviewed: _8/9/1997_
Observed site (abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health -explain: _
Checked with local excavators, installers- (attach documentation)
_ Accessed USGS database -explain: _
You must describe how you established the high ground water elevation: _ as per design plan, no water 4'
below trenches_
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Summary Record Card generated on 1/3/2005 2:10:12 PM by Lisa Warren Page 1
Town of North Andover
Tax Map # 210-104.D-0185-0000.0
1020 SALEM STREET
MACHONIS, JOHN & KELLY
1020 SALEM STREET
NORTH ANDOVER, MA
01845
Class 101 Single Family
Size Total 1 Acres
FY 2005
UB Mailing Index
Name/Address Type Loan Number
MACHONIS, JOHN & KELLY Payor
1020 SALEM STREET
NORTH ANDOVER, MA
01845
UB Account Maint.
Property Type
Active/Inact. From
Account No Cycle
Occupant Name
Active/Inactive
Bldg Id. 3649.0 - 1020 SALEM ST
Last Billing Date 10/8/2004
3160376 03 Cycle 03
Active
UB Services Maint.
Service Code
Rate
Charge
Multiplier/Users
MISCFEE^ADMIN FEE
0.635/8
7.82
1/
WTR WATER
01 ALL METER
SIZE 381.31
/1
UB Meter Maintenance .
Serial No Status
Location
Brand
Type Size
43993597 a Active
ENC F.L.
?
w Water 0.63 0.63
Date Reading
Code
Consumption
Posted Date
12/8/2004 1739
a Actual
26
Trouble Code:03
9/15/2004 1713
a Actual
94
10/8/2004
Trouble Code:03
6/9/2004 1619
a Actual
21
7/30/2004
Trouble Code:09
5/10/2004 1598
a Actual
218
5/17/2004
12/11/2003 1380
n New Meter
0
12/11/2003
1 Residential
Until
YTD Cons
0
Variance
-68%
37%
-52%
0%
Tel: (978) 475-4786
Fax: (978) 475-5451
BATESON ENTERPRISES, INC.
Excavating -Water.& Sewer Lines -Septic Systems & Pumping Service
111 Argilla Road Andover, Mass. 01810
Title 5 Inspection Report
Property Address: 1020 Salem Street, North Andover
Owner: Machonis
Date of Inspection: 12/17/2004
My report contained herein does not constitute a guarantee of future usage and the functionality of the existing
septic system Such report issued herewith is merely based upon my observations, and I hereby disclaim any further
operation of your current septic system.
Neil . Bateson
Bateson Enterprises, Inc.
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TOWN OF NORTH ANiDovM
SEWAGE DISPOSAL, SYSTEM
INSTALLA•1' ON (=TIF1CATION
The uaderdped hereby certify that the Sewage DiWoW•Systcru (X x) constructed; (. ) repaired;
by Emniamin c. 0s
loCatedat Lot 1 Sa,1-m Streat Asse 'ra M .10 Lot 32
was int-Alled tn, r_onfore=or N . Audovw 13ba d' of Health approved p1ma, S
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1001 MP19donA ad the -Mid ,grad}ugr Rum =bst=tially with -the appMvtd Plea. All,wo& is
-acculmely raxwenteacn, the As -built which hast bcen submit to the Board ofHaaitil.
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Town of North Andover, Massachusetts
BOARD OF HEALTH
APPLICATION FOR SITE TESTING/INSPECTION
Form No. 1
19
Applicant NAME ADDRESS TELEPHONE
Site Location
Engineer NAME ADDRESS TELEPHONE
Test/Inspection Date and Time F
CHAIRMAN, BOARD OF HEALTH
Fee Test No.
S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No.
3?'�• 0
N � 9
• s
4 t
BOARD OF HEALTH
146 MAIN STREET TEL. 688-9 540
NORTH ANDOVER, MASS. 01845
APPLICATION FOR SOIL TESTS
DATE: &)ZO
LOCATIOK OF tOIL TESTS: 2-d71--/
Assessor's map & parcel number: Mgn /®y ip 1107-'-30
OWNER: Pesci PC TEL. NO.: 6� 01-117:V
ADDRESS:
/dew �.nJ%u,!% � "tJinP�lis
ENGINEER: 5��,«, �-,�, TEL. NO.: G PCS-- 176 Q,
CERTIFIED. SOIL EVALUATOR: (2
Intended use of land: residential subdivision,ingle m�home,commercial
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM:
1. Proof of land ownership (Tax bill, deed, or letter from owner permitting
tests)
2. Plot plan
3. Fee of $175.00 per lot for new construction. This covers the two deep holes
and two percolation tests required for each lot. Fee of $75.00 per lot for
repairs or upgrades.
GENERAL INFORMATION
1. Only Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass. Registered Sanitarians and Professional Engineers can design
septic plans.
3. At least two deep holes and two percolation tests are required for each septic
system.
4. Repairs require at least two deep holes and at least one percolation test, at
the discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of
testing.
6. Within 45 days of testing, a scaled plan (no smaller than 1 "-100') shall be
submitted to the Board of Health showing the location of all tests (including
aborted tests).
7. Within 60 days of testing soil evaluation forms shall be submitted.
0
DORM .11 - SOIL EVALUATOR FORM
Page I of
No
Commonwealth of Massachusetts
i�)ewa
Massachusetts
Cn %J
. .. ry 9.. 1 ?1!1.. A i.nnnnYMni"t fnOn-vimr..
Date: ?1/, .'-
11
` DEF APPROVED FORM-.12l07I95
aVhl 4.=... fQ j 2 Date:
q
`t lig �
(
Performed By. .... ) ,h , ;
SQ
Witnessed By. -
�- f! � 1
pwncr's Ni �- /� p
b / � `On ZI J fT �d *�� 7 , num Z I -
location Address or
1
Lot N SSC! 2 5' i nn'
ntli v Ort, N1(f!
Addresi, and �r �
J,
TeleDhore)
- a•T s j t/L ✓%
N'.�'
N a r �.�
ao
eW Construction { Repair ❑
Office Review
F7 Yes
Published Soil Survey Available: No
. 19 ��8� Unit
1 Soil Map
, ... ,.....
Year Published t.q 81 Publication Scale: S o ,..,. ,..
Classx"P� ...
cc�si✓e� l.Limitations
_ .
Drainage
Surficial Geologic Report Available: No Yes ❑
: `_ 'ar Published Publication Scale
Geb ogic Material. (Map Unit)
1.a dform
Flood Insurance Rate Map:
Anr,yJe 504 year flood boundary No Yes
, irlhin 500 year -flood boundary No ❑Yes ❑
t ithin 100 year flood boundary No [Yes
, t' eland Area: _.....
Wetland inventory Map (map unit)
National
Wt lands,Conservancy Program Map (map unit)
current Water Resource Conditions (USGS): Month .
Range :Above Normal ❑;Normal 0Be1cw Normal
._
Oter References Reviewed:
` DEF APPROVED FORM-.12l07I95
FORM 11 - SOIL EVALUATOR FORM
Page 2of3
Location Address or Lot No. LJ Jdlev"
On-site Review
_o
Time: �, ° 30 Weather
Deep Hole Number 7�:..::. Date:....... :.:.:....
Location (identify on site plan)
o
Land Use .:...Fb..f Gs �::: Slope (%) /0 Surface Stones
f �
Vegetation
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body . ;� ,ZOO feet Drainage way 7/10' feet
Possible Wet Area '../o.o: feet Property Line 55�. feet
Drinking Water Well 5:ivo. feet Other ^...::
DEEP OBSERVATION HOLE LOG
Depth from
Surface (Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
(Structure, Stones, Boulders, Consistency, %
Gravei
F:5L
ioytz �
�-
20"
i3 f
i.
10�R
r✓tass i v e� 'r r -i P L
2D g0ie
e>2
.F. -Sl-
;?5
_
f^ruble e NlGt.SS+tee
W`�78n
Cr
-11
102
lIDS t?
sTrart�c�
5y
TO 1S Ne- Lvei D VtaV,
re
C S
i
y/�QQJ►
&ra ,r
M'ANCr(�n1u'3C z,N� ��(�
J=51...
j0 R.
Sl(
Parent Material (geologic)i7f-42jack g[--Qy6L DepthtoBedrock:
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: _
Hg„ -
Estimated Seasonal High Ground Water: --
iiDEP APPROVED FORM - 12/07/95
FORM 11 - 5.011: EVALUATOR FORM
.Page 3 of 3
Location Address or Lot No. �.o'� ( Baa l ems'` SA%, 00 2
Determination ,dor Seasonal High Water Table
Method Used:
❑ Depth. ,observed standing in observation hole, inches
0 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?,s
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on 'a(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 1.5.017;
Signature C' Date lo
FORM 11 - SOIL EVALUATOR FORMM
Page I of 3
ijc+. o r+^in... C......:G. f.Dc
cX 1!L at
Performed By j ......
Witnessed By:
rs
pwne ' Name, F'c R 51
F�c,leu f" Le at,on Address m :.Address, aM *iAil �lbLo,ulev�nSTelephone A
ew Construction ® Repair C
Office Review
Survey Available: No... ❑ Yes
Published Soil S, , .FC
i , I x(0080 Soil Ma Unit � .• .
' Year Published
i� .., .... Publication Scale
Drainage. Class L-xe0.>' *J<1 �^�'�
Soil Limitations S/o .P.� ........
Surficial Geologic Report Available No. 0 Yes
Year Published
Publication Scale
Geologic.Material (Map Unit)
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
n F -
I
DEP APPROVED FORM • 12107195
FORM II - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. j_oi 1 5ale,m ��• A), 6N.60vC�2
On-site Review
T? ►t? 1 7 Time:. .► 3 d Weather
Deep Hole Number Z Date:..�1..�.:16.... �
Location (identify on site plan)
........ .. .
Land Use :::::..:1'.r -es f'..._ ::... Slope f %) .. Surface Stones ,
Vegetation :-Ak xe,0..
Landform .:.:.: _ _::...... .
Position on landscape (sketch on the back)
Distances from:
Open Water Body > 204 feet Drainage way 7160 feet
Possible Wet Area >11 U,0 .: feet Property Line w`20.'. feet I
Drinking Water Well S.: 1:0 v_::, feet Other
Depth from Soil Horizon
Surface (Inches)
0-1/ fir
/I -W 13,-13a
I'
y0"--7,5" I cb,
DEEP OBSERVATION HOLE LOG
Soil Texture Soil Color Soil Other
(USDA) (Munsell) Mottling (Structure, Stones, Bounders, Consistency,
Grav
ryi (�S<s f v C A B L
i S• L.
ai 38"
gap
mAss�ve , �►2t13�E
BL
r1'tFFsSiv� fri AE
C`
Parent Material (geologic) &,.-, 1ac a.1 d0} "'J'_DepthtoBedrock: -7 Jr„
Depth to Groundwater: Standing Water in the Hole:—, O N 15 Weeping from Pit Face: /V`0 _
Estimated Seasonal High Ground Water:
iiDEP APPROVED FORMM - 12/07/95
FORM 1I - SOIL LVALUATOR FORUM
Page 3 of 3
Location Address or Let No, —L.+- 1 A), ft Jo.jee
_ # Z
TrsT fir'
Determination for Seasonal Ifigh Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole inches
Depth to: soil. mottles .,:.3 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? N a.
If not, what is the depth of naturally occurring pervious, material? 3�
Certification
I certify that on s/% /99�C(date) i Piave passed the soil evaluator examination
approved by the Department`of Environmental Protection and that the above analysis
was performed byme consistentertise and experience
,with the. required training, exp
described in 310 �CMR,15.017
Signature rn Date l0 3 Q
DEP APPROVED FORM 12/07195
J
FORM 11 - SOYL EVALUATOR FORM
Page 2of3
Location Address or Lot No. Lai' Sa �e►-r� S� /V(-}� O o�?E R
On-site Review
Deep Hole Number TSP 3 Date:_ las IllTime:: 1,1 ��34 Weather 6Jet)I-
�ooJ..
Location (identify on site plan)
�- a 110 Surface Stones
Land Use ,:::.....�a:�es.::.: Slope (/o)
Vegetation
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body .> ZaID feet Drainage way ?/C -D feet
Possible Wet Area > .. lc -c> Ifeet Property Line feet
I
Drinking Water Well ?::.t,:P-Q . feet Other ...
DEEP OBSERVATION HOLE LOG`
Depth from
Surface (Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
(Structure, Stones, Boulders, Consistency, %
GraveD
?o r es7� � i 4+4
Q -.9
-
Co nnMO.✓ ROO i r' n4Rssr✓E
30,.
132-
F S. L.
�oyc>
CGM�,0k" 2Jo i5 ssiVE7
fi;Zt�tgz�
C
T4
lo11R�
2,„5��
�oa,P f.v P�ACc� Fri p6tF
5� r` i
%�
�� STONcS
CraMMO Al
Ah - o, ptS r
Parent Material (geologic) IPM.1Ac, C�ui-�✓ Depthtof3edrock:
Depth to Groundwater: Standing Water in the Hole: /VOAJJ Weeping from Pit Face: /1/6NE
Estimated Seasonal High Ground Water: ly f3 --
iillEP APPROVED FORM - 12/07/95
FORM. I1 - SOIL LVALUATOR FOPUNI
Page 3 of 3
Location Address or Lot No. N . (-) w90 v� �
Determin don 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 YP' 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? ;�3r_,g "
If not, what is the depth of naturally occurring pervious material?
Certification
I' certify that on -all (date) l 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 O
DEP APPROVED FORM • 12107/95
FORM 11 - SOIL, I;YA.I,UA'1'01Z FORK
Page 1 of 3
Date: ,-1 2s q7
No, ,
Commonwealth of Massachusetts
Al,��o,,v�- , Massachusetts
Soil Suitabli Assessment or On-site Sewa a Dis osal
en) a►M^ .� CQ oocQ,._
Date: 'l Zs an
Performed By:
:
Witnessed By: .....I
Location Address Or �.p� l `
} .}—
au L (Z
(y 1• f JS
Owner's Namc
Addtest,.and �)b�-� �!/�tR/I Zt �1tZ I P`b(-i �2f
Lo � �
/U¢ri'In Rn�v
1'ekphone I 'Tru S fee 3,
7 a,sie�
5/' N- RN/�auP.,2
ew Construction Repair
Office Review
Yes
published Soil Survey Available: No:E
1't 1 gOoS.. Soil Map Unit
�q 8I ...:..... Publication Scale
Year Published `� (1�jjSo►1 Limitations
Fxereb�►v
,Drainage Class ....
�,
Surf cial Geologic'Report Available: No `Yes
Year Published Publication Scale
..•
Geologic Material (Map Unit)
...........
Landform ... .
Flood Insurance Rate Map.
Above 500 year flood boundary No Yes
Within 500 year flood boundary No ]Yes El
Within 100 year flood boundary.No []Yes ❑
Wetland Area:
National Wetland Inventory:Map (map unit) ��(av�
Wetlands ConservancyProgram. Map, (map unit)......... ................
Current Water Resource Conditions (USGS): Month,
Range :Above Normal : QNormal . ❑Belc�ri Normal
_
Other References Reviewed'
FORM 11 - SOrL EVALUATOR FORM
Page 2of3
Location Address or Lot No. 1. -OT t 5A LENt ' ST, , /,19Nao\)L P -
On -site Review
a? Time:
I ;L '.00 Weather ©v tc16
Deep Hole Number Date:...7I:r) i
coo y-,
Location (identify on site plan) . . /
Land Use :....-FO:R/o) EST. Slope ( lO.. Gd Surface Stones
0
Vegetation .:/►n tx. n :: .:.,.50d0�::..:
Landform
Position on landscape (sketch on the back) -
Distances from:
Open Water Body 7 2-c?` feet Drainage way > feet
I Possible Wet Area >../ d o. feet Property Line (P feet
Drinking Water Well x.i.o.o.- feet Other ..
DEEP OBSERVATION HOLE LOG`
Depth from
Surface (Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
(Structure, Stones, Boulders, Consistency, %
GraveJ
D-S1�
S.L.,
10�
—
t05 r
,r
naR,OV3 mea f=wE mo—i's
{Yl IgSS l �E� • 1- v OS 6 -
151 36��
IS
L. S,
►0� 2 y
_ifLRT�
ftE fl g,qa 05 o -F
fSc dl e CG 1J,15C
J
�1\NOS ! •' G"'.- -C-
itn a-ss� � c •rte ,S rN (TLE G-2Ara� Epp
rfZ�r4 6LC � moos c-: .
3���� la�.r
CZ
t✓'.6-S
a
log fz -
2.5 e
;Z
!D % G�wvcc co.» pr+cT
g
�,s�s/8
,„rtSS�vL frziRB�E
IVIIIVIIVIVIvI Vf-
Parent Material (geologic) I�it� glRciac� �� ( w,��QS h DepthtoBedrock:
Death to Groundwater: Standing Water in the Hole: NC? i✓JF Weeping from Pit Face: IVO A✓ t _
Estimated Seasonal High Ground Water: S
DEP APPROVED FORM - 12/07/95
:Method Used:
0 Depth observed standing in observation hole'.. inches
Depth weeping from side of observation hole :: inches
®- Depth to soil mottles inches
O.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? -:�-c-x
If not; what is the depth of naturally occurring pervious material?
Certification
I certify that ori' rr/I 19 (dated 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..
$ign&tu.reJ. Date !o Q
DEP APPROVED FORM - 12102195
FORM 11 - SOIL EVALUATOR FORNNI
Pagel -:Of 3
No. T�.r
Commonwealth of Massachusetts
Massachusetts
.'I r •1_I- 1.:
Date.: 71,;yr Q'7
ovrX �'`" Date:
Performed By: ..... �..... ...
. ... ............
Witnessed By:
Na PqC. �` C 2esx TwS
Nam,
+
Lociuon Add"" a %.DI 1
m
Owner's ,
naacss. ,ne A1be i- P Manzi T�z;
I
L
�Ibrr%
—We
TcicPhont JnJST FES I
7a �stea s� N. f},voa� t of
ew Construction Repair ❑
Office Review
'Published Soil Survey Available: No ❑ Yes
t; ig0000 Soil Map Unit
Year Published 1q01Publication Scale
SIL..
s ` -
Drainage Class Lr ",e) .5��• it Limitations
SuIrficial Geologic Report Available: No © Yes ❑
Year Published Publication Scale - .
Geologic Material (Map Unit)
......................................................
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑ Yes
Within 500 year flood boundary No ❑Yes ❑
Within 100 year flood boundary No El Yes ❑
Wetland Area: nn
............ ........... .
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map map unit) ....... ... . ...................
Current Water Resource Conditions (USGS): Month -
Range :Above Normal ❑Normal ❑Belc'v Normal
".-Other References .Reviewed:
DEF APPROVED FORM • 12107195.
FORM 11 - SOTL EVALUATOR FORINT
Page 2of3
Location Address or Lot No. I Salew-k 5.1 A), IgJo,,e2.
On-site Review
t�ii�� Date: -11; ±d t? Time: ) 2
Deep Hole Number 13U Weather O�e�-casT
! -
COO!—
Location (identify on site plan)
Land Use ... f o9 r7 t Sl o e (%) / l Surface Stones .
Vegetation
Landform
Position on landscape (sketch on the back) -.
Distances from:
Open Water Body > z -"O feet Drainage way 7feet
Possible Wet Ar6a 7 1 co feet Property Line y0'.. fegt
Drinking Water Well ? tQ-D feet Other
DEEP OBSERVATION HOLE LOG*
Depth from
Surface (Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
(Structure, Stones, Boulders, Consistency, %
Gravel)
)J w
ad (�2
TVI IIYII VIV TVI VI i- V��v •��•+•••-� ------- - ---
I /1
Parent Material (geologic) ?,0 1 q,; d 001 GIS DepthtoBedrock: Z
Depth to Groundwater: Standing Water in the Hole: N O N L Weeping from Pit Face: r1 U k? C
Estimated Seasonal High Ground Water: /( f 0- ' /V-4'
iiDEP APPROVED FORM - 12/07/95
FORM 11 - SOIL LVALUATOR FORM
Page 3 of 3.
Location Address or Lot No. LO+ % '-s" C, -. Sfre,ef' A/. 6 ^sou el -
Determination for Seasonal High Water Table
Method Used: �a�e2-cc�jle NoT' cQ�ie!`►r�ne.
res +- No(-C"o 0
❑ 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
DEP APPROVED FOR'+! - 12/07195
Date
.4
� Qw- n
:-'�r
If
_4
If
_4
74 1
m
DATE: 9-9— <7 7
LOCATION: d Scc�—
ENGINEER: &,,cj
BOH WITNESS:
PERCOLATION
BOTTOM DEPTH OF 4
y s
TIME OF SOAK:. (At least 15 minutes long)
TIME AT 12"
TIME AT 9"
TIME AT 6" l f At' M
OVERNIGHT SOAK
TIME STARTED
NEXT DAY SOAK:
TIME AT 12"
TIME AT 9"
TIME AT 6"
(At least 15 minutes)
DATE: �T —�F ---, 7
i
LOCATION: / V d —y
ENGINEER:
U
BOH WIT L'
0 NESS.
Aje-
PERCOLATION TEST # 4F 3
BOTTOM DEPTH OF PERC TEST:
TIME OF SOAK: i 457 A M (At least 15 minutes long)
TIME AT 12" / %°/ �. J+ �� 3 � ,_AA
TIME AT 9" ! �p S
TIME AT 6"
OVERNIGHT SOAK
TIME STARTED
NEXT DAY SOAK:
TIME AT 12"
TIME AT 9"
TIME AT 6"
(At least 15 minutes)
DATE:
10;
LOCATION:
c
ENGINEER:
BOH WITNESS:
5 7�;;( #f /
PERCOLATION TEST #
loll
BOTTOM DEPTH OF PERC TEST:
TIME OF SOAK: O t',. —7 A (At least 15 minutes long)
TIME AT 12" � •`/ �. , 3 rvvl
TIME AT 9"
TIME AT 6"
OVERNIGHT SOAK
TIME STARTED
NEXT DAY SOAK:
TIME AT 12"
TIME AT 9"
TIME AT 6"
(At least 15 minutes)