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l5ins • 11/10
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
l �
90 Windsor Lane
Property Address
Will Edwards
Owner's Name
North Andover MA 01845 12/19/2012
City/Town State Zip 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 form.
A. General Information
1. Inspector:
Neil James Bateson
Name of Inspector
Bateson Enterprises Inc.
Company Name
111 Arailla Road
Company Address
Andover
MA
City/Town
State
978-475-4786
S115
Telephone Number
License Number
B. Certification
01810
Zip Code
1 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
❑ Needs urther Evaluation by the Local Approving Authority
12/19/2012
Inspecfo s Signature U Date
❑ Fulls
r TET 2E 201z h�
1 TOWN OF NORTH ANDOVER
HEALTH CEPARTMENT
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.
< Us 5 Official
Inspection Form: Subsurface Sewage Disposal System •Page 1 of 17
0
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
y� 90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. Citylrowh State Zip Code Date of Inspection
B. Certification (cont.)
t5ins • 11110
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 El N ❑ ND (Explain below):
Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 2 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. Cityrrown State Zip Code Date of Inspection
B. Certification (cont.)
B) System Conditionally Passes (cont.):
❑ Observation of sewage backup or breakout 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
❑ Y
❑ N
❑
ND (Explain below):
❑
obstruction.is removed
❑ Y
❑ N
❑
ND (Explain below):
❑
distribution box is leveled or replaced
❑ 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 - 11/10 Title 5 Official Inspection Forth: Subsurface Sewage Disposal System - Page 3 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
90 Windsor Lane
Property.Address _
Will Edwards
Owner's Name
North Andover MA 01845 12/19/2012
CitylTown 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.
$,,. 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 'eftluent to the surface of the ground or surface waters
due to an overloaded or clogged SAS. or cesspool
❑ z 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 % day flow
61ns • 11110 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 4 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. Citylrown 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.
El ®
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-
10,000gpd.
El ® 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
❑ Q 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
El ❑ 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 ydu have answered "yes" to any question,in;Secfion 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'VAth 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
l5ins - 11/10 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 5 of 17.
Commonwealth of Massachusetts
up
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845
every page. City/Town State Zip Code
C. Checklist
12/19/2012
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
❑
z
Were any of the system components pumped out in the prev ious.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 C is at issue
approximation of distance is unacceptable) [310 CMR 15.302(5)]
D. System Information
Residential Flow Conditions:
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): 600
t5ins • Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 6 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 90 Windsor Lane
v . Property Address -
Will Edwards
Owner Owner's Name
information is North Andover
required for
every page. City/Town
D. System Information
Description:
MA 01845 12/19/2012
State Zip Code Date of Inspection
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:
Gallons per day (gpd)
❑
Yes
2
No
❑
Number of current residents:
❑
No
❑
Yes
Does residence have a garbage grinder?
0
Yes
®
No
Is laundry on a separate sewage system? [if yes separate inspection required]
❑
Yes
®
No
Laundry system inspected?
❑
Yes
❑
No
Seasonaluse?
❑
Yes
®
No
Water meter readings, if available last 2 ears usage d
9 ( Y 9 (gp ))�
Yes
Detail:
Sump pump?
❑
Yes
®
No
Last date of occupancy:
Current
Date
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:
Gallons per day (gpd)
❑
Yes
❑
No
❑
Yes
❑
No
❑
Yes
❑
No
t5ins • 11/10 Title 5 Official Inspection Forth: Subsurface Sewage Disposai System • Page 7 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. Cityfrown state Zip Code Date of Inspection
D. System Information (cont.)
Last date of occupancy/use: date
Other (describe below):
General Information
Pumping Records:
Source of information:
Pumped .Nov. 2012
Was system pumped as part of the inspection? ❑ Yes ® No
If yes, volume pumped:
gallons
How was quantity pumped determined?
Reason for pumping:
Type of System:
z 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) 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.
❑ Othert(describe):
t5ins • 11/10 Title 6 Official Inspection Form: Subsurface Sewage Disposal System • Page 8 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
y 90 Windsor Lane
Property Address �... ,.__...�._
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every 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:
26 years old, 8/2/1986,As built plan. Outlet tee in septic tank, outlet pipe to d -box & d -box was
replaced 11/19/2012, permit at B.O.H.
Were sewage odors detected when arriving at the site? ❑ Yes ® No
Building Sewer (locate on site plan):
Depth below grade: 1.8
feet
Material of construction:
® cast iron ® 40 PVC ❑ other (explain):
Distance from private water supply well or suction line: feet
Comments (on condition, of joints, venting, evidence of leakage, etc.):
4" cast iron thru wall, 3" PVC in house.
Septic Tank (locate on site plan):
Depth below grade: 8
feet
Material of construction:
® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain)
If tank is metal, list age:.
.. .. .. ..... . ... years
Is age confirmed by a Certificate of Compliance? (attach a copy of certificate)
Dimensions: 10'x 5'x 4'
Sludge depth: 0
❑ Yes ❑ No
t5ins • 11/10 Idle 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
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. Citylrown State Zip Code Date of Inspection
D. System Information (cont.)
Septic Tank (cont.)
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
27"
9
W
Distance from bottom of scum to bottom of outlet tee or baffle
21"
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
feet
❑ 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:
t5ins -11110
Date
Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 10 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form J
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. City/Town State Zip Code 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:
Design Flow:
gallons
gallons per day
Alarm present:. ❑ Yes ❑ No
Alarm level: Alarm in working order:
Date of last pumping: Date
Comments (condition of alarm and float switches, etc.):
❑ Yes ❑ No
"Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No
t5ins • 11/10 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 11 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
90 Windsor Lane
Property Address
Will Edwards
owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Distribution Box (if present must be opened) (locate on site plan):
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, has flow levelers. No evidence of leakage. No evidence
of carryover.
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.):
Soil Absorption System (SAS) (locate on site plan, excavation not required):
If SAS not located, explain why:
t5ins - 11/10 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
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for. North Andover MA 01845 12/19/2012
every page. Citylrown 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 trenches 61'
;..❑ ,
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.):
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 solids layer
Depth of scum layer
Dimensions of cesspool
Materials of construction
Indication of groundwater inflow ❑ Yes ❑ No
t5ins •:11/10 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
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. Cityrrown State Zip Code Date of Inspection
D..System Information (cont.)
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,
t5ins • 11/10 Title 5 Official inspection Forth: 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
y( 90 Windsor Lane
v Property Address
Will Edwards
Owner Owner's Name
information is
required for North Andover MA 01845 12/19/2012
every page. City/town State Zip Code 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
f t�eu�
t� v,
'N
U
r
-40 C
LA I lo
it
t5ins • 11/10 Title 5 Official Inspection Form: Subsurface Sewage Disposal System Page 15 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
90 Windsor Lane
Property Address
Will Edwards
Owner's Name
North Andover
Citylrown
D. System Information (cont.)
Site Exam:
MA 01845 12/19/2012
State Zip Code Date of Inspection
® Check Slope
® Surface water
® Check cellar
® Shallow wells
-Estimated depth to high ground water: 4
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 plan reviewed: 4/22/1985
Date
'❑ Observed site (abutting property/observation hole within 150 feet of SAS)
® Checked with local Board of Health - explain:
Design. plan
❑ 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 test pit data
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins • 11/10 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 16 of 17
Commonwealth of Massachusetts
• Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
90 Windsor Lane
Property Address
Will Edwards
Owner Owner's Name
information is North Andover MA 01845 12/19/2012
required for
every page. City(rown State Zip Code Date of Inspection
E. Report Completeness Checklist
® 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
l5ins - 11110 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 17 of 17
Summary Record Card generated on 12/17/2012 3:13:45 PM by Maureen McAuley
Town of North Andover
Tax Map # 210-106.D-0069-0000.0
Parcel Id 17826
90 WINDSOR LANE
EDWARDS, WILLEY JOE
90 WINDSOR LANE
N. ANDOVER, MA
01845
Page 1
Class 101 Single Family Property Type 1 Residential
Zoning2 1 Residential Zoning3 1 Residential
Size Total 1 Acres
FY 2013
UB Mailina Index
Name/Address
EDWARDS, WILLEY JOE
90 WINDSOR LANE
N. ANDOVER, MA.
01845
UB Account Maint.
Account No Cycle
Bldg Id. 13416.0 - 90 WINDSOR LANE
2100061 02 Cycle 02
UB Services Maint.
Account No. 2100061
Service Code
MISCFEE ADMIN FEE
WTR WATER
UB Meter Maintenance
Account No. 2100061
Type Loan Number
Payor
Active/Inact. From
Occupant Name Active/Inactive
Last Billing Date 12/6/2012
Active
Rate Charge Multiplier/Users
0.635/8 7.82 1/
01 ALL METER SIZE 72.20 /1
Serial No
Status
Location
Brand
Type Size
YTD Cons
35487174
e Active
ERT HH
b Badger
w Water 0.63 0.63
37E
Date
Reading
Code
Consumption
Posted Date
Variance
10/30/2012
381
a Actual
19
12/13/2012
-290/c
8/1/2012
362
a Actual
27
9/26/2012
590/c
5/2/2012
335
a Actual
17
6/20/2012
23%
2/1/2012
318
a Actual
14
3/14/2012
-650/c
11/1/2011
304
a Actual
39
12/15/2011
-230/c
8/4/2011
265
a Actual
53
9/14/2011
2030/c
5/3/2011
212
a Actual
16
6/13/2011
17%
2/7/2011
196
a Actual
17
3/15/2011
-670/c
11/2/2010
179
a Actual
49
12/13/2010
-25%
8/2/2010
130
a Actual
63
9/13/2010
334°/r
5/5/2010
67
a Actual
15
6/9/2010
6%
2/2/2010
52
a Actual
14
3/11/2010
-9%
11/3/2009
38
aActual
15
12/11/2009
-9%
8/6/2009
23
a Actual
18
9/11/2009
34%
5/1/2009
5
a Actual
5
6/16/2009
-1000/(
3/26/2009
0
n New Meter
0
6/16/2009
-1000/(
3/26/2009
2278
r Replacement
2
6/16/2009
-840/c
2/2/2009
2276
m Manual estimate
21
3/16/2009
3%
MSG
11/5/2008
2255
a Actual
21
12/10/2008
-320/c
8/5/2008
2234
a Actual
32
9/12/2008
100%
5/1/2008
2202
a Actual
15
6/18/2008
-15%
2/1/2008
2187
a Actual
17
3/14/2008
-350/(
11/6/2007
2170
' a Actual
29
1/15/2008
420/c
8/1/2007
2141
a Actual
19
9/14/2007
230X
5/3/2007
2122a
Actual
11
6/22/2007
10X
2/28/2007
.2111
" m Manual estimate
20
3/23/2007
-50/(
11/2/2006
'2091
a Actual
13
12/22/2006
-640/c
8/21/2006
2078
a Actual
44
9/13/2006
121OX
PUBLIC HEALTH DEPARTMENT
Town of North Andover
Community Development Division
CERTIFICATE OF
COMPLIANCE
As of: 11/19/12
This is to certify that the individual subsurface disposal system received a
SATISFACTORY INSPECTION of the:
D -Box and Tee repair
By: Bateson Brothers
At:
90 Windsor Lane
Map 106D Lot 69
North Andover, MA 01845
The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily.
Michele Grant
Public Health Agent
COPY
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
so
.,V
North Andover Health Department
fommunity Development Division
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: 90 Windsor Lane MAP: LOT: 6
INSTALLER: Bateson Brothers
DESIGNER: D -Box T -In tank
DATE: 11-19-12
BOH APPROVAL DATE ON PLAN:
INSPECTIONS
TANK INSPECTION:
DATE OF BED BOTTOM INSPECTION:
DATE OF FINAL CONSTRUCTION INSPECTION:
DATE OF FINAL GRADE INSPECTION:
SITE CONDITIONS
Comments:
SEPTIC TANK
❑ Contractor reports any changes to design plan
❑ Existing septic tank properly abandoned
❑ Internal plumbing all to one building sewer
❑ Topography not appreciably altered
❑ Building sewer in continuous grade, on
compacted firm base
❑ Cleanouts per plan
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
❑ 1500 gallon tank has been installed
H-10 loading
❑ Monolithic tank construction
❑ Water tightness of tank has been achieved by
visual testing
X Inlet tee installed, centered under access port
w -
Comments:
PUMP CHAMBER
Comments:
CONTROLPANEL
Comments:
DISTRIBUTION -BOX
Comments:
❑ Outlet tee installed, centered under access port
(gas baffle/effluent filter)
❑ inch cover to within 6" of finish grade
installed over one access port
❑ Hydraulic cement around inlet & outlet
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
❑ 1500 gallon Pump Chamber installed
❑ H-10 loading
❑ Monolithic tank construction
❑ Inlet tee installed, centered under access port
❑ Pump(s) installed on stable base
❑ Alarm float working
❑ Pump On/Off floats working
❑ Separate on/off floats
❑ Drain hole in pressure line
❑ cover at final grade installed over pump
access port
❑ Watertightness of tank has been achieved by
testing
❑ Hydraulic cement around inlet & outlet
❑ Alarm & Pump are on separate circuits
❑ Alarm sounds when float is tripped
❑ Location of control panel: basement
❑ Alarm signal located inside: basement
X Installed on stable stone base
X H-20 D -Box
❑ Inlet tee (if pumped or >0.08'/foot)
X Hydraulic cement around inlet & outlets
X Observed even distribution
X Speed levelers provided (not required)
r
Alk
SOIL ABSORPTION SYSTEM (General)
❑ Bottom of SAS excavated down to C soil layer,
as provided on plan
❑ Size of SAS excavated as per plan
❑ Title 5 sand installed, if specified on plan
❑ 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
❑ Retaining wall (boulder / concrete / timber/ block)
❑ Final cover as per plan
Comments:
SOIL ABSORPTION SYSTEM (Gravel -less Chambers)
❑ Brand and Model of Chamber: Standard Quick
4 Infiltrator Chambers
❑ Number of chambers per row:
❑ Number of rows (trenches):
Comments: Total Chambers =
r.
SYSTEM ELEVATIONS
ROD AS -BLT INVERT DESIGN INVERT
ELEVATION ELEV ELEV
Benchmark
Building Sewer OUT
Septic Tank IN
Septic Tank OUT
Pump Chamber IN
Pump Chamber OUT
Distribution Box IN
Distribution Box OUT
Lateral 1 TOP
Lateral 1 INVERT
Lateral 2 TOP
Lateral 2 INVERT
Lateral 3 TOP
Lateral 3 INVERT
Lateral 4 TOP
Lateral 4 INVERT
Lateral 5 TOP
Lateral 5 INVERT
Lateral 6 TOP
Lateral INVERT
Top of Chamber
Bottom of Bed/Chamber
SKETCH PLAN
CRITICAL SETBACK DISTANCES
Mark those distances checked in the field against the design plan and regulatory
setback
' Suction line 222(2)
2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02).
3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA
wetland bylaws
Tank
SAS Sewer
®
Property line
10
10 --
®
Cellar wall
10
20 --
®
Inground pool
10
20 --
®
Slab foundation
10
10 --
®
Deck, on footings, etc
5
10 --
Waterline
10
10 101
®
Private drinking well
75
1001 50
®
Irrigation well
75
100
®
Surface Water
25
50
®
Bordering Vegetated Wetland ,
Salt Marsh, Inland / Coastal Banka
75
100
®
Wetlands bordering surface
water supply or trib. (in Watershed)
150
150
®
Trib. to surface water supply
325
325
®
Public well
400
400
®
Interim Wellhead Prot. Area
®
Reservoirs
400
400
®
Drains (wat. supply/trib.)
50
100
®
Drains (intercept g.w.)
25
50
®
Drains (Other) Foundation
10 (5)
20 (10)
®
Drywells
20
25
' Suction line 222(2)
2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02).
3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA
wetland bylaws
Commonwealth of Massachusetts Map -Block -Lot
BOARD OF HEALTH 106.D0069
106. ---------------
Permit No
North Andover BHP -2012-0753
-----------------------
FEE
$125.00
ISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted Todd Bateson
-------------------------------------------------------------------------
to (Repair) an Individual Sewage Disposal System. ;
-, n L
at No 90 WINDSOR LANE �U I Fo
---------------------------------------------- --- -
- - ------------------------------
as shown on the application for Disposal Works Construction Permit No. BHP -2012-075 Dated October 26, 2012
----------------------------
Issued On: Oct -26-2012
-----------------------------------------------------------
BOARD OF HEALTH
°f MO;'" •1,�, Application forSeptic Disposal System /®-�
3: •��•' `' �' �°c
Construction Permit —TOWN OF TODAY'S DATE
�o ORTH ANDOVER, NU 01845 $ 2s oo —Full Repair
� r" �
C.. ` 125: -Component
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 epair or replace an existing system component— What? P'°`'�
cursor - do not
use the return A. Facility Information
key. �
0 V✓f/t/�Srs2 4N.
rad Address or Lot #
lel City/Town
2.- *TYPE OF SEPTIC SYSTEM*:
❑ Pump ❑ Gravity (choose one)
***If pump system, attach copy of electrical permit to application***
❑ Conventional System (pipe and stone system)
❑ Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system.
❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement)
❑ Pressure Dosed (D -Box Present) S.A.S.
2. Owner Information
Name
Address (if different from above)
Ale
City/Town
3. Installer Information
Name
Address
City/Town
4. Desigi
Name
Address
City/Town
141A
State
Telephone Number
69 ! s'J-16_
Zip Code
BATESON FNrFcpglS-ES;
Name of Company f t t ARGILIA ROAD
�,. ANDOVER, MA 01810
State Zip Code
79 T/S— 4'7,9
Telephone Number (Cell Phone # if possible please)
Name of Company
State Zip Code
Telephone Number (Best # to Reach)
Application for Disposal System Construction Permit • Page 1 of 2
TODAYS DATE
$.250.00 - Full Repair
$125.00 - Component
PAGE 2 OF 2
A, Facility. Information continued....
5. Type- of Building: residential Dwelling or ❑Commercial
B. Agreement
The undersigned agrees to.ensure the construction and maintenance of the afore -described
on-site sewage disposal system in accordance with the provisions of Title 5 of the
Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of
North Andover, and not to place the system in operation until a Certificate of Compliance has
been issue y this Board of Health.
Name Date
Applicata pprdved By: and of Health Representative)
N eDate
Application Dis proved. f he following reasons:"
For Office Use Only:
1 ''Fee Attached?: Yes No
2..
ProjectMabager Obligation Form Attaehed?
Yes
No
3.:
Pump Svstem? Ifsoo Attach conn ofElectrical Permit` .
Yes
No
4.
Foundation As Built.? (new construction ronly)r
Yes_
No
(Same scale as approved plan)
5.
FloorPlans? (hew construction only).
Yes_
No
4piidiNdn'for•D(spg5a1 Systerii:06n*uctioh Perris t % Page 2 4f 2
SEPTIC SYSTEM.INS' -SYSTEM.-INSTALLER EI�'�'RGJE MANAGEMENT
As the North Andover,licensed Installer for the constmeti.on forthe septic system .for.the property at
For pians by
(Address of septic system)
Relative to the -application of And dated
(Installer's name)
Dated `� —�5 — �-- With revision
&Vaylsdate)
I understand the following oliligations fur management of •this project: ;
i. As the installer, I am .obligated to obtain. all permits andBoard of Health approved plans prior to
performing any work on a site: I must have the . roved titans and then eftnit on site when any work is
beim; done_
2. As the installer,.I must call for any and aH'inspettions: If homeowner, contractor,.project manager, or any
company schedules -an inspection and the system is not ready, then
other person not associated with my
item three- shall, bo. applicable.
As .tl ' installer, Iatm.-recjuired to, have .tlie necessary woik'completed•prioi,to the .applicable inspections as
indicated below. I tiYtclef§tand that riQul'e'stinitanihsEmcdon without comtiletion: of the items in. accordant
_ _ _ .. __ ,____yam•:_ _ Qen nn �.,e.1.n;:,:.l..n,...� �M,,,,et.mAanrl/n
of : Botfo'm of Bed Generally, "-is the•j6xst.(.1 inspection pnless.,ihere is a retaining wall, which
s6iu a•bedri&e< t: The instaO must��guest the kspectidfl but sloes' not have to be present.
b. Final-Constn 'C&A-Iospeetiori — Engiaeer mvst `first ; do them inspection for elevations; •ti'es, etc.
As-t�iiilt of'vetbal OK (or e-mail•to: l_iealtlideit�t ofriorthandover.com�: from the engineer must
be stibmijtfed-to-the.Bo'ard-of Health, aher.whicli InstalQex.ca3ls for:an inspection time. Installer must
bepresent for this inspection, With -a pump System, all electrical'work:must be ready and able to
causepump.to•tdorkarid;alarM, .tofiuiotion..
C . Find1�G•, Lade �5taller must request inspection Wh . `411 din complete.. Installer does not
have to be on-site.
4. As -the installer,' I understand that only I•pezform 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
5. As th'e.•instiller,.I understand that I xnust$e•on-size during tho.p&f6iniance of the following construction,
steps:..
a: Determination athat.theproperelevation of the excatratron has been reached.
b. Inspection ofthe `sand and stove to be used.
c. Final inspecdoa by Board of.Kealth staffor consultant.
d. Installation., oftank, D Box pipes, stone, vent, primp chamber, retariirrg wall and other
components
W
Undersigned Licensed Septic.Ias,.tallez:
SdN.
TN itne, = Print)
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