HomeMy WebLinkAboutPASS - Title V Inspection Report - 1615 OSGOOD STREET 2/6/2026 Commonwealth of Massachusetts
T"tie 5 Offl*c"Ia ion Form
o I Inspectla
Subsurface Sewage Disposal System Form Not for Voluntary Assessments,
1615 O§good Street
Oroperty Address
North Andover Auto Computer And Diagnostics,
Owner Owner's Name
Information is equi Norh Andover MA 01845 February 6, 202r owred for evry City/Tn State ,yip Code 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 forn
Important:When X, Inspector Information JONNI) M NOW 1 r%%%MW
filling out forms
on the computer, Naminl "Jamie" Prescott
use only the tab
key to move your Name of Inspector FEB 1`1 Lutu
cursor-do not Down East Title V Inspections, LLC
use the return Company Name
key. I PO Box 81
V Company Address Tj VC;C;4
WQ
Rowley MA 01 969
Cityrrown State Zip Code
(351'044-7672 $113851
Telephone Number License Number
B. Certification
I certify that: I am a DEP approved system inspector in full compliance with Section, 16.3,40 of Title 5
(310 CMR 15.0100);' 1 have personally inspected the sewage disposal system at the property address
listed above* the information reported below is tru me e, accurate and complete as of the tin of my
inspection; end the inspection was performed based on my training and experience in the proper function
and: maintenance of on-site sewage disposal systems. After conducting this inspection I have determined
that the system:
1. Passes
2. Conditionally Passes
3. E] Needs Further Evaluation by the Local Approving Authority
4. Fails
n Februa!y 6, 2026
1 nspecto?,MiWatu re- 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 has a design flow of'
101000 gpd or greater, the inspector and the system owner shall submit the report to the approprilate
regional office of the DER The original form should be sent to the system owner and copies sent to
the buyer, if applic le, and the approving authority.
Please note: This report only describes conditions at the,time of inspection and under the
co,nditions 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 useft
t5ins,p.doc-rev.7/26/2018 Title 6 Official Inspection Foryn-Subsurface Sewage Disposal System-Page 1 of 18
e
r Commonwealth of Massachusetts
mama®tie ri ■
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01345 February 6, 2026
required for every
page. Cityfrown State Zip Code Date of Inspection
C., Inspection Summary
Inspection Summary: complete 1, 21 3, or 5 and all of 4 and 6.
1) System Passes:
1 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;
THIS SYSTEM MEETS THE CRITERIA FOR A PASSING TITLE V INSPECTION AS DESCRIBED
IN 310 CMR 15.303.
2) System Conditionally Passes:
Ej 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.
El Y ❑ N ❑ ND (Explain below):
t5insp.doc-ray.7/26/2018 Tilts 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18
Commonwealth of Massachusetts
fl� EL IN
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner Owner's Name
information is North Andover MA 01845 February 5, 2026
required for every
page. City/Town State dip Cade Date of Inspection
C. Inspection Summary (cons.)
2) System Conditionally Passes (cont.):
❑ Dump Chamber pumps/alarms not operational. System will pass with Board of Health approval if
pumps/alarms are repaired.
El 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):
El broken pipe(s)are replaced [] Y El N C] Na (Explain below):
❑ obstruction is removed [] Y ❑ N ❑ ND(Explain below):
El distribution box is leveled or replaced El Y F-1 N [I ND (Explain below):
Ej The system required pumping more than 4 times a year due to broken or obstructed pipes). The
system will pass inspection if(with approval of the Board of Health):
❑ broken pipe(s) are replaced EJ Y El N ❑ ND (Explain below):
❑ obstruction is removed [] Y El N ❑ NCB (Explain below):
3) Further Evaluation is Required by the ward of Health:
El 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.
a. 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:
t5insp.doc•rev.7/26/2018 Title 5 Official inspection Form:Subsurface Sewage Disposal System•Page 3 of 18
Commonwealth of Massachusetts
® a
Title 5 UTTIcial Insopoftecti*on Form
•, Subsurface sewage Disposal System Fora-Not for Voluntary Assessments
Ic
I V 1515 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner Owner's Name
information is North Andover MA 01045 February 5, 2026
required for every
page. Cityn-own State Zip Code Date of inspection
C. Inspection Summary (cont.)
El Cesspool or privy is within 50 feet of a surface water
El Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh
b. system will fall 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:
El 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.
El The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water
supply.
El The system has a septic tank and SAS and the SAS is within 50 feet of a private water
supply well.
El 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
coliforrn 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.
c. Other:
4) 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
g9 P
❑ Discharge or ponding of effluent to the surface of the ground or surface waters
due to an overloaded or clogged SAS or cesspool
t5insp.doc rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18
Commonwealth of Massachusetts
Title
fid
Subsurface sewage Disposal system Form -Not for Voluntary Assessments
''ly ti4 1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01045 Februa 0, 2020
required for every
peke, City/Town State Zip Code Gate of Inspection
C. Inspection Summary (cont.)
4) System Failure criteria Applicable to All systems: (cons.)
Yes No
Static liquid level in the distribution box above outlet invert due to an overloaded
El E or clogged SAS or cesspool
gg P
Liquid depth in cesspool is less than 0" below invert or available volume is less
❑ ® than 1/2 da flow
Y
Required pumping more than 4 times in the last year NOT due to clogged or
obstructed i e s . Number of timespumped:
p p � � �•
�] ® 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
❑ ® tribute to a surface water supply.
rY
Any portion of a cesspool or privy is within a Zone I of a public water supply
El � 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 wafer analysis, performed at a ®EP 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 2000 gpd-
❑ 1 0 000 gpd.
The system falls. I have determined that one or more of the above failure
❑ Z
MR 0 therefore the system fails. The
criteria exist as described �n 3�D� � 3 3, y
system owner should contact the Board of Health to determine what will be
necessary to correct the failure.
5) Large systems: To be considered a large system the system must serve a facility with a
design flow of 10,000 gpd to 16,000 gpd.
For large systems, you must indicate either"Yes"or"no"to each of the following, in addition to the
questions in Section C.4.
Yes No
1:1 ❑ the system is within 400 feet of a surface drinking water supply
1:1 El 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 11 of a public water supply well
t5insp,doc-rev.7/26/2018 Title 6 official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 18
Commonwealth of Massachusetts
Title 5 utticial inspection Form
to J
IP
Subsurface sewage Disposal System Form -Not for Voluntary Assessments
1615 Osgood Street
Property Address
North Andover Auto computer And Diagnostics
Owner Owner's Name
information is North Andover MA 01345 February 6, 2026
required for every
page CitylTown State dip cads Date of inspection
C. inspection Summary (cont.)
If you have answered"yes" to any question in Section C.5 the system is considered a significant
threat, or answered"yes"to any question in Section C.4 above the large system has failed. The
owner or operator of any large system considered a significant threat under Section C.5 or failed
under Section C.4 shall upgrade the system in accordance with 310 CMR 15.304.The system owner
should contact the appropriate regional office of the Department.
6. You must indicate"yes" or"ono"for each of the following for aU inspections:
Yes No
E El Pumping information was provided by the owner, occupant, or Board of Health
El El Were any of the system components pumped out in the previous two weeks?
® El Has the system received normal flows in the previous two week period?
1:1 Z 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
® El available note as NIA
® ❑ Was the facility or dwelling inspected for signs of sewage back up?
E El Was the site inspected for signs of break out?
EJ El Were all system components, excluding the SAS, located on site?
El ® 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 maintenance of subsurface sewage disposal systems?
proper g p y
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 C is at issue
approximation of distance is unacceptable) [310 CMR 15.302(5)
t5insp.doc•rev.7/26f2818 Title 5 official Inspection Form:Subsurface Sewage Disposal System*Page 6 o€18
e
Commonwealth of Massachusetts
lu IcIal Insp
1 5 'am%'ff a
N't I e mm ection i�orm
J
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
1615 Osgood Street
Property Address
Forth Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01345 Februa 5, 2026
required for every
pale, CitylTown State Zip Code Date of inspection
D. System Information
. Residential Flow Conditions:
Number of bedrooms (design): Number of bedrooms (actual):
DESIGN flow based on 310 C M R 15.203 (for example: 110 gpd x#of bedrooms):
Description:
Number of current residents:
Does residence have a garbage grinder? El Yes ❑ No
Does residence have a water treatment unit? El Yes ❑ No
If yes, discharges to:
Is laundry on a separate sewage system? (Include laundry system inspection El Yes El No
information in this report.)
Laundry system inspected? El Yes d No
Seasonal use? ❑ Yes ❑ No
Water meter readings, if available(last 2 years usage(gpd)}:
Detail:
Sump pump? El Yes El No
Last date of occupancy: Date
t5insp.doc•rev.7/26/2018 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18
Commonwealth ealth of Massachusetts
in a
Title OTticial inspection inorm
J +�
Subsurface Sewage Disposal System Fora-Not for Voluntary Assessments
w Vy`� 1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February G, 2020
every required for eve
City/Town State Zip Code Date of Inspection
page.
SystemInformation (cont.)
2. Commercial/industrial Flog Conditions:
Type of Establishment: SERVICE STATION WITH NO GAS
Design flow based on 310 CMR 15.203 : 450 GPD
Gallons per day(gpd)
Basis of flow desi n (seats/persons/sq.ft., : MINIMUM ALLOWABLE DESIGN
getc.} FLOW
Grease trap present? El Yes ® No
Water treatment unit present? El Yes ® No
If yes, discharges to:
Industrial waste holding tank present? El Yes ® No
Non-sanitary waste discharged to the Title 5 system? El Yes M No
Water meter readings, if available: SEE ATTACHED REPORT
Last date of occupancy/use. CURRENTLY IN USE
Date
Other(describe below):
PER DESIGN PLAN DINED DECEMBER 12, 2002 (REVISED JULY 11 2005)
Two (2) BAY SERVICE STATION X 150 GPD PER DAY=300 GPD.
THE MINIMUM FLOW ALLOWED IS 450 GPD> 300 GPD.
3. Pumping records:
Source of information: NO PUMPING RECORD ON FILE
Was system pumped as part of the inspection? El Yes ® No
If yes, volume pumped:
gallons
How was quantity pumped determined?
Reason for pumping:
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18
@ Commonwealth of Massachusetts
'li-I'le 5 Offi"c*ial Inspect"ion Form
Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's game
information is North Andover MA 01845 February 5, 2025
required for every
page. CitylTown State Zip Code Date of Inspection
D. SystemInformation (cont.)
4. Type of System:
❑ 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)
❑ I nnovative/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):
SEPTIC TANK, PUMP CHAMBER, DISTRIBUTION BOX(D-BOX), SAS.
Approximate age of all components, date installed (if known)and source of information:
THE CERTIFICATE OF COMPLIANCE ON FILE WITH THE BOARD OF HEALTH IS DATED
SEPTEMBER 9, 2005.
Were sewage odors detected when arriving at the site? El Yes 0 No
5. Building Sewer(locate on site plan):
Depth below grade:
p g feet
Material of construction:
n Gast iron Z 40 PVC El other(explain):
Distance from private water supply well or suction line: N/A
��y feet
Comments (on condition of joints, venting, evidence of leakage, etc.):
THE BUILDING SEWER PIPE APPEARS TO BE IN GOOD CONDITION WITH NO EVIDENCE OF
LEAKAGE.
t5insp.doc•rev_7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18
Commonwealth nwealth f Massachusetts
0A 0 an am in
-unie u
5 Aw&tticial Ins*4%ection Form
a Subsurface Sewage Disposal System Form m Not for Voluntary Assessments
f. - 1615 Osgood Street
Prope"Address
Noah Andover Auto computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February 5, 20225
required for every
page. CitylTown State Zip Code Date of Inspection
D. System Information (cant.)
5. Septic"Tank(locate on site plan):
grade: 2.5+/_
Depth Below g feet
Material of construction:
® concrete C] metal El fiberglass ❑ polyethylene El other(explain)
If tank is metal, list age: years
Is age confirmed by a certificate of Compliance?(attach a copy of certificate) El Yes [] No
Dimensions: 1O' L x 5'Wx4' D
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle
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
' determined? TAPE MEASURE AND SLUDGE
How were dimensions d e JUDGE
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
THE SEPTIC TANK IS UNDER THE PAVED PARKING AREA FOR THE AUTOBODY SHOP. THE
DEPTH, DIMENSION AND LOCATION ARE TAKEN FROM THE AS-BUILT. THERE IS A NORMAL
LIQUID LEVEL AND NO EVIDENCE OF LEAKAGE WITHIN THE TANK.
***A RISER AND CAST IRON COVER TO GRADE IS RECOMMENDED TO ALLOW ACCESS FOR
PUMPING AND TO PERFORM MAINTENANCE.***
t5insp.tloc•rev.7/25/2018 Title 5 official Inspection Form:Subsurface Sewage Disposal System►Page 10 of 18
Commonwealth of Massachusetts
lit ect"
le u icial insp ion
Subsurface Sewage Disposal System Form _Not for Voluntary Assessments
'y 1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February 5, 2025
required for every
page. City/Town State dip bode Date of Inspection
M System Information (cant.)
7. Grease Trap (locate on site plan):
Depth below grade: feet
Material of construction:
El concrete El metal El fiberglass El polyethylene El 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: Date
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
N/A
8. "fight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan):
Depth below grade:
Material of construction:
El concrete El metal El fiberglass El polyethylene El other(explain):
Dimensions:
Capacity: gallons
Design Flow: gallons per day
t5insp.doc•rev.7/26/2018 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 18
Commonwealth of Massachusetts
ion
tie Official Inspect" Form
i Subsurface Sewage Disposal System Form Not for Voluntary Assessments
t
AW
'� 1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February 0, 2025
required for every
page. CitylTown State Zip Code Date of Inspection
Ds System Information (cont.)
8. Tight or Molding Tank(cont.)
Alarm present: El Yes ❑ No
Alarm level. Alarm in working order: EJ Yes El No
Date of last pumping: Date
Comments (condition of alarm and float switches, etc,):
N/A
*Attach copy of current pumping contract(required). Is copy attached? El Yes El No
9. Distribution Box(if present must be opened) (locate on site plan):
Depth of liquid level above outlet invert
Oil
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.):
THE D-BOX IS IN GOOD CONDITION AND APPEARS TO BE STRUCTURALLY SOUND. THE
LIQUID LEVEL IS NORMAL AND EQUALS THE OUTLET INVERTS. THERE IS NO EVIDENCE OF
SOLIDS CARRYOVER. FLOW WAS OBSERVED THROUGH THE D-BOAC.FROM THE PUMP
CHAMBER. THERE IS EQUAL DISTRIBUTION BETWEEN THE OUTLETS. THERE IS NO
EVIDENCE OF LEAKAGE OR INFILTRATION. THE OUTLET INVERTS ARE 21" BELOW THE
CURRENT GRADE.
t5 insp.doe•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18
Commonwealth of Massachusetts
tie I lnsr%ect
ti 5 vtticia ion vorm
n
4 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
1515 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February 5, 2020
required for every
page. CitylTown State Zip Code Date of Inspection
D. System Information (cant.)
10. Pump Chamber(locate on site plan):
Pumps in working order: ® Yes No*
Alarms in working order: 0 Yes El No*
Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.):
THE PUMP AND ALARM ARE IN WORKING ORDER.
***A RISER AND CAST IRON COVER TO GRADE IS RECOMMENDED OVER THE OUTLET TO
ALLOW ACCESS FOR MAINTENANCE OF THE FLOATS AND PUMP.***
*If pumps or alarms are not in working order, system is a conditional pass.
11. Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
Type:
El leaching pits number:
El leaching chambers number:
El leaching galleries number:
El leaching trenches number, length:
}
ONE (1
leaching fields number, dimensions: O 13'x 4
E] overflow cesspool number:
�] innovative/alternative system
Type/name of technology:
t5insp.doc-rev.7/26/2018 Title 5 official inspection Form.Subsurface Sewage Disposal System■page 13 of 18
Commonwealth of Massachusetts
® o E
a OEM
TItle 5 UTTIcial lnsw,aection Form
a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
4,
1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February G, 2028
required for every
page. CitylTown State Zip Code Date of inspection
D. System Information {cant.}
11. Soil Absorption System (SAS) (cont.)
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
THERE IS NO PONDING OVER OR SIGNS OF HYDRAULIC FAILURE WITHIN THE SAS. THE
SAS IS BUILT UP BEHIND A BLOCK WALL. THE SAS CONSISTS OF A LEACHING FIELD
MEASURING 47`x 13'. THERE WAS NO EVIDENCE OF SOLIDS CARRYOVER WHEN THE PIPES
WERE INSPECTED BY CAMERA.
12. 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 El Yes El No
Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,
etc.):
NIA
15insp.doe•rev.7/2512018 Title 5 official Inspection Form:Subsurface Sewage❑isposaI System•Page 14 of 18
C
Ak
Commonwealth of Massachusetts
TI'tle 5 Offiocial Inspecti'on Form
Subsurface sewage Disposal System Form -Not for Voluntary Assessments
f ' 1615 Osgood Street
g
Property Address
North Andover Auto Computer And Diagnostics
Owner Owner's Name
information is North Andover MA 01845 Februa 6, 2026
required for every
page. City/Town State Zip Code Date of inspection
D. System Information (cont.)
13. 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.):
NIA
t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18
Commonwealth of Massachusetts
"tie 5 Offimci"al
LIP Q Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February 0, 2025
required for every
page, CityfTown State Zip Code Date of Inspection
D. System Information (cont.)
14. 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:
EJ hand-sketch in the area below
ED drawing attached separately
t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18
Commonwealth of Massachusetts
-ui
® ® a0 tle 5 Official inspect"
ion Form
p Subsurface Sewage Disposal System Form-Not for Voluntary Assessments
1615 Osgood Street
Property Address
North Andover Auto Computer And Diagnostics
Owner owner's Name
information is North Andover MA 01345 February 0, 2020
required for every
page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
15. Site Exam:
® Check Slope
0 Surface water
0 Check cellar
0 Shallow wells
Estimated depth to high round water: 1.42
g g feet
Please indicate all methods used to determine the high ground water elevation:
Obtained from system design plans on record
If checked date of design Ian reviewed: DECEMBER 12, 2002
p (REVISED JULY 11 2005)
❑ observed site(abutting property/observation hole within 150 feet of SAS)
❑ Checked with local Board of Health -explain:
El Checked with local excavators, installers -(attach documentation)
El Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
SOIL TESTING WAS PERFORMED ON APRIL 25-20 AND AUGUST 22, 2002, BY MARTIN
DEFORGE AND WITNESSED BY JOHN NOONAN AND BRIAN LARGASSE. FOUR (4)TEST PITS
WERE DUG AND OBSERVED TO DEPTHS RANGING BETWEEN 90"AND 103". ESHGW WAS
DETERMINED TO BE AT 17" IN DEEP HOLE#3. PER THE DESIGN PLAN THERE IS >4' OF
SEPARATION BETWEEN ESHGW AT ELEVATION 100.7 AND THE BOTTOM OF THE SAS AT
ELEVATION 104.74
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5insp.doo•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18
Commonwealth of Massachusetts
Title 5 toj""ffmicioal Inspect6ion Form
Subsurface Sewage Disposal System Form -Not for Voluntary Assessments
r a ;iy4`i 1515 Osgood Street
Property Address
North Andover Auto computer And Diagnostics
Owner owner's Name
information is North Andover MA 01845 February 5, 2025
required for every
page. Cityrf'own State dip bode Date of inspection
E. Report Completeness Checklist
Complete all applicable sections of this form inclusive of:
® A. Inspector Information: Complete all fields in this section.
B. Certification: Signed & Dated and 1, 21 3, or 4 checked
® C. Inspection Summary:
11 21 3, or 5 completed as appropriate
4 (Failure Criteria)and 5(Checklist)completed
® D. System Information:
For 8:Tight/Holding Tank—Pumping contract attached
For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached
For 15: Explanation of estimated depth to high groundwater included
t5insp.doc•rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18
1
• 1615 OSGOOO STREET, LOT 44.
SON-DIXON-REALTY TRUSS" ��
ASSESSORs MAP #34 LOT � ,a
(0-43 ACRES*)
PAVES
PARKING '
TOP F LOT
U WALL E� �- ���.��
E3 ISONG 1--STORY
SUILOING
F.I. MW
®ENBENCHMARKCN r�i � I
7/,v
(MAG.
ELEV 103.58 Co 17
PERC #2 #2 s
•"�. �` 1 500 GALLON
.�
sa► • � SEPTIC /►'i1\K
• "� -- ,a PUMP CABER
D-BOX .z k UTILRY POLE #4776
CATER. -� VELOCITY REDUCE
ENE
l LET 28 �-,,� '� ����
VENT
f qJ1
j
{ 1 SSDS FOR UP
LOT #28 #4775
([DECO}
�- `� j �"�° SEP�C EASEMWr
BEF'oIrmDRAIN �a
=i LINE
t
i PROPERTY LINE
All
20 0 10 20 40
SITE PLAN 2W
NDTE: THIS PLAN IS NOT A WARRANTY OF ELEVATIONS: DESIGN AS BUILT,
THE EQUIPMENT OR INSTALLATION SHOWN max �
ABOVE: IT IS ONLY A VERIFICATION OF THE t opt
LOCATION OF THE MSMO MUCWRM
Wr(am.r omm 97.W
SEPTIC SYSTEM AS-BUILT Pump.awAm L4 eWLEQ 97.E
Vo=w RMUCER IN(Off.r ow) �as.� 10&67
PREPARED FOR. ON—DIXON REALIY TRUE`
mom mmum ovr(W. r um
LOCOON: 11615 O GOOD ST'.L07 jj4j N. ANDOVER, MA
SCALE; 21y ]ATE: _19_S B 2004• Lm 3 mff{r PC pm wmm 10&40 tc
WE 2 sTARt(4r PVC PME"MM MAO :
PREPARED (r pw pm m"
Lme 2 mo(v m Rff-NVM 9tq.+p 105.20
Associates, Inc. RECEI20 WASHiNGTONV STREET �
HARHILL, MA 01 2�5524
978 372--1125 TEL SEP 16 2005 l
9 372�1130 FAX
JOB #1027 . TOwN OF NORTH►NDOVM .SN ET OF 1
HEALTH�ARTMWT
t
I
Commonwealth of Massachusetts
City/Town of
Form 9A am Application for Local Upgrade App'rova.1
DEP has provided thin form for use by local Boards of Health.Other forms may be used,but the
Information must be substantially the,same As that provided here.Before using this form,check with your
local Board of Health to determine the form they.use.
Form 9A Is to be submitted to the Local Board of Health for the upgrade of a felled or nonconforming
septic system wish a design flaw of less than 10,000 gpd'where,full compliance,as defined In 310 CMR
5.404(1),is not feasible.,
310 CMR 15.403(4)requires the system owner to provide a copy of tho local upgrade approval to the
appropfiate Regional Office of the Department of Environmental Protection,Bureau of Resource
Protection,T#tie B Permitting Program,upon Issuance by the local approving authority and before
commencement of constructlon.
System upgrades,that cannot be performed In accordance with 310 CMR 15.404 and 16.405,or In full
compliance with the to quire mants of 310 CMR 16.000,require a variance pursuant to 310 CMR 16.410
through 15.417..
N Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of
a new design flow to a cesspool or privy,or the addition of a now deisign flaw above the existing approved
capacity of an on-site system constructed In Gaccordance with either tW 1978 Coda or 310 CMR 16.000.
A. Facility Information
important:
vVhen tilling Out 1. Facility Name and Address.
crns�ru the
Mason--Dixon Rea1.t Trust—Geor e Ste11. Tru t e
only W tab key Name
to move your 1 6 iS 'Osgood Street - Lot 44
cutsor•«do not
Street Address
use the return '
.key. Nor th
City/Town State alp ❑d8
tr 2. Owner Name and Address(if different N)m above):
George Ste1.la, Trustee 160 Common Street
{ .; Name Street Address -
v; : Lawrence MA
CRY/Town state
0184 18 68 —2
Zip Code Telephone Nun-be►
3. Type of.Facility(check all that apply):
0 Residential D Institutional R& Commercial school
4. Describe Facility:
Service station with no Ras.
5. Type of Existing system:
privy 01 cesspool(s) Conventional tither describe below
I t5form9a ray.6102 Application for Loyal Upgrade Approval*Page 1 of 4
Commonwealth of Massachusetts
i Cftyrrown..of .
Form 9A Application for Local Upgrade,Appro* va
DEP has provided this form for use by local Boards of Health.other forms may be used,but the
Information-must be substentielly the some as that provided here.Before using this form,check with your
local Board of Health to determine the form they use.
Bc Proposed Upgrade 6f System (continued)
Relocation of water supply well(explain):
N/A
Other requirements of 310 CMR 15.000 that cannot be mat--describe and specify sections of the
Code:
N/A
If the proposed upgrade involves a reduction in the required separation between the bottom of the Soil
absorption system and the high groundwater elevation,an Approved Soil Evaluator must determine the
high groundwater elevation pursuant to 310 C R 1 a.4g5(1)l i; #re soil evaluator must bo a member
or agent of the local approving are thorny
High groundwater eveluation data n
Paul A. Bergman 22 August 02
rvaluatoi'e Dame(type or print) {gr►a Date of evaluation
C. Explanation
Explain why full compliance,its defined in 310 CMR 15.404(1),is not feasible. (Each'section must be -
completed)
1. An-upgraded system in full compliance with 310 CMR 15.000 is not feasible:
A full. com liant desi n would .
small lot unusable f or the service st.at ions business. 'there are
i also dimensional constraints that limit the, design and location of the
2. An alternative system approved pursuant to 310 CMR'I 6.283 to 15.285.is not feasible: s ept a ie system..
15form9a a rev.5102 Appllcatlon for Local Upgrade Approval;Pape 3 of 4
l
i
i
f
;
1
i
i
i
r
v r
Commonwealth of Massachusetts
CK
yfflm d
Local Upgrade Approval ;
Form 19B
i
DEP has provided this form for use by local Boards of Health if they choose to do so.
The Local Upgrade Approval is to be completed by the local Board of Heatth and a signed copy provided
to the system owner. The system owner shall provide a copy of the Local Upgrade Approval to the
appropriate Regional Office of the Department of Environmental Protection,Bureau of Resource
P(otection,Tide 5 Permitting Program,upon issuance by the local approving authority and More
commencement of construction-,
k Facility lnfb ation
A., JAN
v�rig vv 1. Facility Name and Address
3
fows on j use Mason--Dixon Reafty Tres# Geo a Stella Trustee
i o*the tob key Nye
to wn y 1615 92LOOCI Street, lot 44
cumwwdord SWd Addim
use the mtum
ky. North Andover AAA 01845
, C.!yf rown ZJp Code
2. Owner Name And Address(if different from above):
mom Nam Sftw Address
Cftyy/Town Stile
zo cads Telq�Nunbw
1 Type of Facility(check all that apply):
D Residential D Institutional Dornrnerdal D School .
4. flown� 310 CMR 15.203: 450
Wd
Paul S rhan -
fir. System Designer:
Name (9 PE RS
20 Washington street Haverhill MBA 01832
Addmm c4fr'om $ho,zip
ff. Approval
1. Local Upgrade Approval is granted for:
❑ Reduction In setback(s)—specffy,-
Reduction In SAS area of up to 25%. SAS 9m,sq.t,
1615 099wd 9b 9.0+4 r1.SW LocW Ups AWmIs Pop I of I
a a
ry
FORM 11 - SOIL EV A.IXATOR FORM
Page I of 3
Date:
No. 3MAV.260-z
Commonwealth of Massachusetts
Massachusetts
Soil Suitab i ASS�SSmE t ] Sosal
0
#ite Seivage-Disp
24 A P4,V#,2
�� �` . .. "..................... Tate•
y V. AA Zo 0 Zo
nes ...SOHM N oM IJ ....B•�I.. ..............��....-A,�Azt ::...................
Wit .........a....,..:....1.........l+.e.w...,.................
. ...................................1.... ..........
OWCO'S Nift, STULA, -Mvs-re
Address,and
11hp 10 34� LOT *Pit 4�2-V CDMq0J 57-0.6t't-
� ��. M "-wove'C"A
ew Construction EI .Revair 19 1 a-2,
Office Reyi w
Published Soil Survey Available: No Yes
.
ication Sale I�, �a C�nit ....
Year Published ..,r...L....f.•..1. Fwbl p
"'..""y Soil.,............L.r. Limitations
...............Drainage Class v...._.........1.......r.w�.�.
Surficial Geologic Report Available: No Yes El
Year Published Publication. Scale
Geologic Material (Map Unit) .......a...............1..... tt.......................,...1..i...............................L..............................
. .....�a...:..............
Layndfor n .♦ ff.••ILI.. li.........r11a..{l•f.....r.la..1.l•..t........v.f...1......
f.a.Iv.I.I...AI.....IYIr.1.l....II..a1r■.ill.vr..........•I..••.•.•fli.•L..../......•v..l•l/f.••.f....wwr...I..V•......r.Awl..
Y 1
Flood Insurance Rate Map:
Above 500 year flood boundary No ElyesY .
rot'
Within Soo year flood boundary No E]Yes
y �
Within .l o ear'flood hound4ry No E]Yes El
Wetland Area:
National 'Wetland Inventory Map(map
unit ,... s
`Wetlands Conservancy Program Map(map } .1....................................................w.•...L.........._.._....
ARIL ZOO?,
Current Water resource'Conditions(USGS). Month
Range ..above Formal
Normal E]Belc v/Normal
Other References Reviewed: NCT--WIT1 TEXV-PA3
MST-
DEP APPROVED FORM-12107195
e
Location Address or Lot Na. � ` n
W�
Ona,site Rektew
Deep Hole NumbeC �- Bate. � T ime � weather -
Location (identify on site piano ,.. ... .: ..L,,.,r..�V..�y.�.z�..r:.. w
-✓: :J`.• ^Y.^4•N.�yVh.•,Y:+,u• .r• .V l't u's v+ti•r..r:.:\•. -� r� .� .
v: �r
Land Use ��•�,�►.� ..�� :�
�.. .,:. slope �Q�o� surface Stones . ...�._...�. .y .r • ... � ..
Vegetation ...rr..r :,.""',, .. .� :..�..�..^..��. �......,....r...... ,..r.:.:....,..,...., ..r......, r•.w.
L►+ndfor 1R •rlyf•:.Y-..•.tl'..•Vs.r. \•,ti•d.1. .l•'.:/+•.-r. ....- .. ..4•.i... . . . .. .r y
Position on landscape (sketch on the back) a.. ..
Distances from.,
OpenWater Body . feet Drainage way feet
Possible wet area feet Property Line r.... ....... feet
Drinking water well .Yr.r..... s. . feet Other .�..r...r`b..:.y,.��....�..ti�\•. .
k DEEP OBSERVATION HOLE 'LOG
................
Depth from Soil Horizon *Soil Texture Soil Color Sail other
Surface(inches) (USDA) (Munsall) Mottling ''(Structure,Stones,Boulders,Consistency, %
Gravel)
14 ILL 6) ANJ r,,L
t ^
...,, t 1,L MEb-SAtJD,
1110 '10 C 51 2,5
Parent Mater(arl(geologic) _ DopthtoBedrock;
ti
Depth to Groundwater: Standing water in the Bole: 46 weeping'from Pit Face: ot3e
f►
Estimated Seasonal High Ground water:
DEP APPROVED FORM-12/07/95
Page 2 oflv
Location Address or Lot No. 0567WD 8;m --
Oyiftsite .review
Deep Hole Number f.. - Date: Z Time: 1 ,4o Weather PAktq CLOODY
Location f identify on site piano Y:......w ..., 4,r. r.........,:. ......
Land Use T� �- A,,vT. Mope (°lo) O�1 & Surface Stones
Vegetation
Landfor rn w;.. ,. ,..... r..
Position on landscape (sketch on the back
Distances from:
Open Water Body eet rama e wa
f P Y � ' f D g . y f eet
possible inlet Area feet Prop'
et feet
Drinking Water Well PIP.
feet tither
f
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon 'Soil Texture Soil Color Soil Other
Surtace(inches) (USDA} IMunsell) Mottling (Structure,Stones,Boulders,Consistency, %
Gravel) ,
D ,
.7 FA4A4L4r
1 syr..,900 vMA&Z
FL 0 dft_Atv>
f
Parent Material(geotogic� De thtoSedrock:
De th to Groundwater: Standing Water in the Hole: Weeping From flit Face:
Estimated Seasonal High Ground Water: �....��_�... .�
t)EP AP11ROVED FQxnt-12107/95
L'
1 •
F �
•
FDRAT 11 - SOIL F'OVALUATOR FORM
Location Address or Lot No. Y '4_7
0n,*sLtf- .fie le
Deep Hole Number Date,.r, :.,� Tlrne••.- .... + Weather
Location f identify on site pfani ,... ...t.-.,•rr....t.....Y.•, .'f...�' .,. ..... +,:. :.4�r:.ti.:....:,...r.. . ��,.. , ...-,.:.,,....,.. .. �,.�...
Land Use ... !' '' �•srr-. .. lop °lo} Surface Stones . ti
Vegetation �.,.,�...��....,.,, :...,. . ,........ ,f... f-..... r...: w ti
rr• .r. .ti.•,
' La n•d f o rf1'1 ..v.•r.-n..�r..n•✓r... .�ti•r.. ..a'f:. . ...:.v: _
Position on landscape (sketch on the backs I Ar. . .- ..
Distances f rom:
Open Dater Bodyfeet Drainage p age way, feet
Possible Wet Area � feet Property Line ...�� feet
Drinking Water Well .'rr.tit ... . feet tither .,.
DEEP OBSERVATION HOLE LOG
Depth frann Soil Horizon Soil Toxturs -Soil Color soil -Other
Surtace(Inches) (USDA) (Munsoll) )bottling (Structure,Stones,Boulders.Gonsiste cyr%
Graver ,
17 FILL ;' `
y '.Yt
7
, R
t 6AA Y
I MIN F2 HOLES REQUIRFU A7 EVERY P90P69ED DISPOSAL AREA
Parent Material lgealogic '' DepthtoSadrock;
e th to Groundwater: Standing Water in the Hole: Wooping,from Pit Face.-
Estimated Seasonal High Ground Water-,
i
UEP APPROVED FORM-I1/07195
s +
n
P-119C 2 of 3
Lo'cation Addr6ss or i,ot Na. '
On.,ogite Revie W.
• Deep Hole Number . Da e: 9 tn
Tip i i `
'Weather .
Location (identify on site pl6n)
.;.. ..,�.it•J:.•Ph•!I:.":::•J.•.t••d✓! ..J:•:•.y•�•a•r•.y.•.•.1ti.'r.1•.L fN.•r'h..�•..y..r.•J•: s:...
•,•.. r tis•r.r•�•.Y.rr.1ti•rr•..,1..•• ... ..
Land Use r•:..t.�..•tiV. 6•Vy.41 dope M Surface Stones
.... ...
VegetationJRYt•r.•R•.4v�•. Ja•tiY•.. 4•...:f•.... .. ...Yr.1•.y��•.-y't•.�•• ....4"� ..,a•.••f.t`•s•..Y••_t•.ti ..e..
�/yy [dye{= ..�vrJ .i• .J d•.+.a
4+in �ei Y.62'"lJx.atY.4^.v t•.+,r. 4t\:'.•.d �.Y.t•ll•-.Y ti... . .�. ....=Y.• . . . • .i • 1, . .L: r' r
Position on landscape (sketch on the backs ,�. . • �. .
Distances from;
Open'Water Body , .' feet -Drainage way• ... ..,. , feet
POSSible 'het Area ......a...... feat Property Line .�.. feet
Drinking Water Well ,.ti1V,.L••: ..1.-.. feet Other :�.r.....�..*:d.'•.•rJ:,,�•r:•.•.•lr•.
. DEEP :OBSERVATION HOLE LOG*
Depth from Soil Horizon 'Soil Texture Sell Color Soil ether
Surtace onches) (USDA) (Munsall) Mottling IStructure,Stones,Boulders,consistencv, %
Gravel)
y
17
4
3? �)J C3 1AW CWK
1-7 2.5
5,Y LOP- 7.3
.(,,0 4 KCSMIC7 IVE'
M�a•
&3
C5*00 .... 10 '. 7.6ye
AT EVERY PROPC 1EA
` Parent Material(geologic) B. _ De thtopadro :
_ JA
lie th to Groundwater., Standing Water In the-Hole. Weeping1rom Pit face: wwt7 .
Estimated Seasonal High Ground Water:
DEP APPROVED FORAM-12107f9S
' r
r
FORM *11 - SOIL EVALUATOR r4ORM
Page 3 of 3
Location Address or Lot No.
Determination for,Season act Hitrh Water Table
Method Used:
El Depth observed standing in observation hole................... inches
El Depth weeping from side.of observation hole................... inches
Depth to soil mottles 'inches
El Ground water adjusiment ................... feet
Index Well Number ...... Reading Date ......... Index well level ...................
Adjustment factor .................... Adjusted ground water level ........ .........................
Cie p.th._...of Naturally Q�curri in Pe�vious 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 SPAig6_W (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
M6-L4 064A Date 10q Zoo
DEP APPROVED FORM-12107195
.....................................I...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................I....................................................................................................I....................................I.."............................................................................................................... ..........................................
Inspection for 1615 Osgood Street
DownEaSt Title V<jamie@downeastsepticinspections.com> Thu,Feb 5,2026 at 12:04 PM
To:Jennifer Battersby<jattersby@northandoverma.gov>
Cc:Brian LaGrasse<blagrasse@northandoverma.gov>
Excellent!I will plan to head back there tomorrow afternoon.I will put the riser recommendation on the report.I mentioned it to him yesterday and will again tomorrow.
Thanks again and have a great day!
-Jamie
On 02/05/2026 9:03 AM EST Jennifer Battersby S Fr,- := :,3`tf �,,E Est 3�x.F�a�.�- .� ;e.t,wrote:
Hi Jamie,
I spoke with Brian and he is comfortable with an inspection via camera,provided that you advise the owner to have a riser or cover installed to allow for
future pumping.Please ensure this recommendation is included in your Title 5 Inspection Report.
Please let me know if you have any questions!
Best,
Jen
Jem i el' Battersby
Health Department Assistant
Town of North Andover
MA 01845
(978)588-9540,Ext.48402
Office Hours:M,W,Th 8:00-4:30;F 3:00-6:00;F 8:00-12:00
a.
Summary Record Card generated on 112812026 10:55:26 AM by Nancy Viens Page I
Town of North Andover
Tax Ma" # 210-034.0-0044-0000.0
P
Parcel Id 9821
1615 OSGOOD STREET
NO ANDOVER AUTO COMPUTER
ATTN: MARK VALE NTINO
1616 OSGOOD STREET
NORTH ANDOVER, MA 01846
Class 332 Auto Repair Facilities Property Type 3 Commercial
Size Total 0.435 Acres
FY 2026
UB M2 MR9-Ln�
Name/Address Type Loan Number Activelinact. From Until
NO ANDOVER AUTO COMPUTER Owner
ATTN: MARK VALENTINE
1615 OSGOOD STREET
NORTH ANDOVER,MA 01845
FARKAS,AGNES Previous Customer Inactive 10/1112006
1615 OSGOOD STREET
N.ANDOVER,MA
01845
,UB Account Maint.
Account No Cycle Occupant Name Active/Inactive
Bldg ld,15256.0-1615 OSGOOD STREET Last Billing Date 12/4/2025
2120139 02 Cycle 02 Active
,UB Services Maint,
Account No.2120139
Service Code Rate Charge Multi plier/Users
MISCFEE ADMIN FEE 0.635/8 7.82 1/
WTR WATER 01 ALL METER SIZE /I
UB Meter Maintenance
Account No.2120139
Serial No Status Location Brand Type Size YTD Cons
46210994 a Active ERT HH b Badger w Water 0.6250,625 29
Date Reading Code Consumption Posted Date Variance
11/14/2025 91 a Actual 0 12/12/2025 -100%
8/12/2025 91 a Actual 1 9112/2025 -100%
519/2025 90 a Actual 0 6/12/2025 -100%
2/1112025 90 a Actual 1 3/13/2025 -6%
11/7/2024 89 a Actual 1 12/12/2024 3%
8/9/2024 88 a Actual 1 9/12/2024 -100%
5/8/2024 87 a Actual 0 6/13/2024 -100%
2/8/2024 87 a Actual 1 3/14/2024 -81%
11/7/2023 86 a Actual 5 12/13/2023 -37%
8/9/2023 81 a Actual 8 9/18/2023 100%
5/10/2023 73 a Actual 4 6/14/2023 304%
2/8/2023 69 a Actual 1 3/14/2023 -2%
11/8/2022 68 a Actual 1 12/19/2022 3%
8110/2022 67 a Actual 1 9/2012022 -100%
5/9/2022 66 a Actual 0 6/21/2022 -100%
2/8/2022 66 a Actual 1 3115/2022 -11%
11/4/2021 65 a Actual 1 12/13/2021 -100%
8/11/2021 64 a Actual 0 9121/2021 -100%
5/12/2021 64 a Actual 1 6/1512021 5%
2/10/2021 63 a Actual 1 3/16/2021 -8%
11/6/2020 62 a Actual 1 12/16/2020 -66%
8/1012020 61 a Actual 3 9/9/2020 200%
5/11/2020 58 a Actual 1 6/10/2020 4%
2/10/2020 57 a Actual 1 3/16/2020 -3%
11/7/2019 56 a Actual 1 12/23/2019 -2%
Summary Record Card generated on 1/28/2026 10:55:26 AM by Nancy Vie ns Page 2
Town of North Andover
Tax Map # . -
0044-0000.0
Parcel Id 9821
1616 GOOD STREET
NO ANDOV R AUTO COMPUTER
ATT'N: MARK VIAL NTIN
NORTH ANDOVER, MA 01845
Mass 332 Auto Repair Facilities Property Type 3 Commercial
Size Total 0.435 Acres
FY 2026
81712019 55 a Actual 1 9/26/2019 -4%
5/9/2019 54 a Actual 1 6/13/2019 13%
2/12/2019 53 a Actual 1 3/19/2019 -7%
11/712018 52 a Actual 1 12112/2018 -66%
8/9/2018 51 a Actual 3 9/20/2018 -100%
5/9/2018 48 a Actual 0 6120/2018 -100%
2/812018 48 a Actual 1 3/28/2018 -3%
1117/2017 47 a Actual 1 12/29/2017 3%
8/9/2017 46 a Actual 1 9/20/2017 -6%
5/8/2017 45 a Actual 1 6/26/2017 -100%
2/10/2017 44 a Actual 0 3/14/2017 -100%
1118/2016 44 a Actual 1 12/19/2016 -48%
8/11/2016 43 a Actual 2 9/21/2016 -100%
5/11/2016 41 a Actual 0 6/21/2016 -100%
2/12/2016 41 a Actual 1 3/28/2016 -12%
1116/2015 40 a Actual 1 12/30/2015 -93%
8/12/2015 39 a Actual 15 9/1412015 -47%
5/13/2015 24 a Actual 24 6/22/2015 -100%
2/25/2015 0 n New Meter 0 3/20/2015 -100%
2/25/2015 737 r Replacement 34 3/20/2015 94%
11/26/2014 703 m Manual estimate 20 12/15/2014 -32%
MSG
8/14/2014 683 a Actual 26 9/11/2014 -11%
5/14/2014 657 a Actual 29 6/12/2014 36%
2/12/2014 628 a Actual 23 3/17/2014 5%
11/6/2013 605 a Actual 19 12/20/2013 21%
8/13/2013 586 a Actual 17 9/18/2013 17%
6/13/2013 569 a Actual 14 6/18/2013 5%
2/13/2013 555 a Actual 15 3/13/2013 -5%
11/5/2012 540 a Actual 13 12/13/2012 -5%
8/15/2012 527 a Actual 16 9/26/2012 -3%
A/R IngyirA
Sub System
Account No.2120139 Utility Billing
Install Billed Adjt Bill Int]Pen Fee(s) Refunded Adjt. Abated Maid Balance
1 st $3,756.58 $0.37 $3,749.13 $7.82