HomeMy WebLinkAboutMiscellaneous - 85 OGUNQUIT ROAD 4/30/2018 (4)-- r
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North Andover Board of Assessors Public Access
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North Andover Board of Assessors
MMIX
zProperty Record Card
Parcel ID :210/090.A-0075-0000.0 FY:2010 Community: North Andover
SKETCH
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PHOTO
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Available
Location: 85 OGUNQUIT ROAD
Owner Name: BREEN, PETER R
C/O TOWN OF NORTH ANDOVER
Owner Address: 770 BOXFORD STREET
City: NORTH ANDOVER State: MA Zip: 01845
Neighborhood: 8 - 8 Land Area: 4.54 acres
Use Code: 130 -RES -DEV -LAND Total Finished Area: 0 sqft
ASSESSMENTS CURRENT YEAR PREVIOUS YEAR
Total Value: 256,900 231,200
Building Value: 0 0
Land Value: 256,900 231,200
Market and Value: 256,900
Chapter Land Value: 11
LATESTSALE
Sale Price: 100 Sale 11/08/1984
Date:
Arms Length Sale B-NO-INTRACORP Grantor:
Code:
Cert Doc: 9564 Book: 00066 Pajze: 0261
http://csc-ma.us/PROPAPP/display.do?linkId=1516594&town=NandoverPubAcc 3/9/2010
North Andover Board of Assessors Public Access
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North Andover Board of Assessors
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MATCHING PARCELS
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8 items found, displaying all items.]
Fiscal Year
Parcel ID St.No. Street Owner Name
2010
210/090.A-0002-0000.0 16 OGUNQUIT ROAD LACEY, WILLIAM J, MARY H LACEY
2010
210/090.A-0055-0000.0 25 OGUNQUIT ROAD DRAGOSITS, THOMAS, DRAGOSITS,
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DONNA SUE
2010
210/090.A-0077-0000.0 70 OGUNQUIT ROAD BREEN, PETER R, C/O TOWN OF NORTH
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ANDOVER
2010
210/090.A-0075-0000.0 85 OGUNQUIT ROAD BREEN, PETER R, C/O TOWN OF NORTH
ANDOVER
2010
210/090.A-0074-0000.0 99 OGUNQUIT ROAD BREEN, PETER R, KERRY M BREEN
2010
210/090.A-0076-0000.0 100 OGUNQUIT ROAD BREEN PETER R, C/O TOWN OF NORTH
ANDOVER
2010
210/105.A-0001-0000.0 115L-4OGUNQUIT ROAD BREEN, PETER R, C/O TOWN OF NORTH
ANDOVER
2010
210/090.A-0073-0000.0 116 OGUNQUIT ROAD BREEN, PETER R, C/O TOWN OF NORTH
ANDOVER
8 items found, displaying all items.1
http://csc-ma.us/PROPAPP/newSearch.do;j sessionid=96823 8FC2 l A317875A3B50OD6A54... 3/9/2010
FILE # N A n d 1 1 '7 I G A
TITLE V INSPECTION
Dean G. Luscomb H & Sons
P.O. Box 135
Middleton, MA 01949
978-774-4065
Licensed Plumber # 20285
fl,
RECEIVED
Nov 14 2016
TOWN OF NUKIH ANDOVER
}{EALV DEPARTMENT
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PROPERTY OWNERS NAME (_ oo b e r f D e r) n e h
PROPERTY ADDRESS �j (� G� i,t ►hQ Lt ( `}" R d
I�n d o y c r, A/Z A
DATE OF INSPECTION N 0 Vern , P r `7 a 0 I G
NAME OF INSPECTOR D e O_ n Ca . L LL , C o rn b -�-
QUALITY IS NUMBER ONE TO US
Owner
information is
required for
every page.
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
85 Ogunquit Road
Property Address
Robert Dennehy
Owner's Name
North Andover
City/Town
MA 01845 November 7, 2016
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:
Dean G. Luscomb II
Name of Inspector
Dean G. Luscomb II & Sons
Company Name
288 Maple Street
Company Address
Middleton
Cityrrown
978-774-4065
Telephone Number
B. Certification
MA
State
S1848
License Number
01949
Zip Code
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
Titre 5 (310 CMR 15.000). The system:
® Passes ❑ Conditionally Passes ❑ Fails
❑ Needs Further Evaluation by the Local Approving Authority
. <!�
November 7, 2016
Inspe is Signature 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
Commonwealth of, Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M 85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is
required for North Andover MA 01845 November 7, 20`16
every page. City/Town State Zip Code Date of Inspection
B. Certification (cont.)
Inspection Summary: ChecC,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
P0 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
85 Ogunquit Road
Property Address
Robert Dennehy
Owner's Name
North Andover MA 01845 November 7, 2016
City/Town 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 ❑ 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
V system will pass inspection if (with approval of the Board of Health):
V ❑ 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 - 3113 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 3 of 17
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is
required for North Andover MA 01845 November 7, 2016
_
every page. Cityrrown 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.-
**
istance:
** 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:
A 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 '/ day flow
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 4 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
85 Ogunquit Road
Property Address
Robert Dennehy
Owner's Name
North Andover
City/Town
B. Certification (cont.)
MA 01845 November 7, 2016
State Zip Code Date of Inspection
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.
V ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or
V 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-
10,000gpd.
❑ ® 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) L e Systems: To be considered a large system the system must serve a facility with a
design of 10,000 gpd to 15,000 gpd.
For large systems, ou must indicate either "yes" or "no" to each of the followin r'"ddition to the
questions in Section
Yes No
❑ ❑ the system is with 00 feet surface drinking water supply
❑ ❑ the system is with 0 fee a tributary to a surface drinking water supply
❑ ❑ the syste ' located in a nitrogen s itive area (Interim Wellhead Protection
Are PA) or a mapped Zone II of a p lic water supply well
If you have answe,""yes" to any question in Section E the system is nsidered a significant threat,
or answered "y4s" in Section D above the large system has failed. The ow or operator of any large
system considered a significant threat under Section E or failed under Section hall upgrade the
system in accordance with 310 CMR 15.304. The system owner should contact the appropriate
regional office of the Department.
t5ins - 3113 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 5 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
85 Ogunquit Road
Property Address
Robert Dennehy _
Owner's Name
North Andover MA 01845 November 7, 2016
Cityrrown State Zip Code Date of Inspection
C. Checklist
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 C is at issue
approximation of distance is unacceptable) [310 CMR 15.302(5)]
D. System Information
Residential Flow Conditions:
A
Number of bedrooms (design):
Number of bedrooms (actual):
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms):
A
440 gpd
t5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 6 of 17
Commonwealth of Massachusetts
N Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
wM 85 Ogunquit Road
Owner
information is
required for
every page.
Property Address
Robert Dennehy
Owner's Name
North Andover
CityT town
D. System Information
Description:
owner and town
MA 01845
State Zip Code
November 7, 2016
Date of Inspection
Number of current residents: 4
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
Seasonaluse? ❑ Yes ® No
Water meter readings, if available (last 2 years usage (gpd)):—
Detail:
71/1 -?o91 Tao
Sump pump? ❑ Yes X No
Last date of occupancy: currentDate
Commercial/Industrial Flow Conditions:
l� Type of Esta ent:
v Design flow (based on 310 15.203): Gallons per day (gpd)
Basis of design flow (seats/persons/sq.ft., a c.
Grease trap present? ❑ Yes ❑ No
Industrial waste holding t resent? ❑ Yes ❑ No
Non-sanita . aste discharged to the Title 5 system? ❑ No
Water meter readings, if available: —
t5ins • 3113 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 7 of 17
Commonwealth of Massachusetts
u - Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is
uired for North Andover MA 01845 November 7, 2016
req
every page.
City/Town State
D. System Information (cont.)
of occupancy/use:
Other (describe
Pumping Records:
Source of information:
Zip Code Date of Inspection
Date
General Information
Pumped 1 yr ago - pumped every 2 yrs
Was system pumped as part of the inspection?
If yes, volume pumped: Zero
gallons
How was quantity pumped determined?
No need at this time
Reason for pumping. -
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):
t5ins • 3/13 Title 5 official Inspection Form: Subsurface Sewage Disposal System - Page 8 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
55 85 Ogunguit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is North Andover MA 01845 November 7, 2016
required for
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:
System is from 2011 - 5 yrs old
Were sewage odors detected when arriving at the site?
Building Sewer (locate on site plan):
20"
Depth below grade: 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.):
Main line and ioints are in good condition.
Septic Tank (locate on site plan):
�j Depth below grade:
/ Material of construction:
® concrete ❑ metal ❑ fiberglass
Precast rectangular concrete - 1500 gallons
Ifs
Is ag&eertf>m
Dimensions:
Sludge depth:
10"
feet
❑ polyethylene ❑ other (explain)
5'x 5'x 10'- 1500 gallons
1"
t5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 9 of 17
MM
Owner
information is
required for
every page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
85 Ogunquit Road
Property Address
Robert Dennehy
Owner's Name
North Andover MA 01845 November 7, 2016
City/Town 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
Distance from bottom of scum to bottom of outlet tee or baffle
34"
1"
6"
15"
How were dimensions determined? by measurements _
Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as related to outlet invert, evidence of leakage, etc.):
Septic tank and baffle are in very good shape. The solids are light and do not require pumping at this
time. The liquid is running at it's correct working heigth.
Grease Trap (locate on site plan):
�1 Depth b w grade:
V Material of constr *on:
❑ concrete ❑ me
Dimensions:,
Scum thickness.-- f
❑ fiberglass
ce 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:
feet
Date
ne ❑ other (explain):
t5ins - 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 10 of 17
Commonwealth of Massachusetts
u W Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
7M
85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is
required for North Andover MA 01845 November 7, 2016
every page. City/Town State Zip Code Date of Inspection
D. System Information (cont.)
Commer pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,
liquid levels as r to outlet invert, evidence of leakage, etc.):
Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan):
Depth b w grade:
Material of con uction:
❑ concrete metal [I fiberglass ❑ polyethylenes❑ other (explain):
Dimensions:
Capacity:
Design Flow:
Alarm present:
Alarm level:
Date of last pumping:
Comments (condition of a
fallons per day
EI\Yes ❑ No
Alar%inrkina order:
/ Date
and float switches, etc.):
❑ Yes ❑ No
* 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
=2
Owner
information is
required for
every page.
Commonwealth of Massachusetts
Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
85 Ogunquit Road
Property Address
Robert Dennehy
Owner's Name
Noah Andover
CityTTown
D. System Information (cont.)
MA 01845
State Zip Code
Distribution Box (if present must be opened) (locate on site plan).-
Depth
lan):
Depth of liquid level above outlet invert
Zero
November 7, 2016
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.):
The d -box is 16" x 16" and is 18" below grade. The d -box is in very good shape.
P p Chamber (locate on site plan):
Pumps in wor ' order: ❑ Yes ❑ No*
Alarms in working order: Yes ❑ No*
Comments (note condition of pump cha er, c ion 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:
SAS was located by asbuilt dra)
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
85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is
required for North Andover MA 01845 November 7, 2016
every page. Cityfrown State Zip Code Date of Inspection
D. System Information (cont.)
Type/name of technology:
Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of
vegetation, etc.):
The SAS is in good condition. There are no signs of ponding or breakout.
(cesspool must be pumped as part of inspection) (locate on site plan):
Number and c uratio
Depth — top of liquid to in
Depth of solids layer
Depth of scum layer
Dimensions of cesspool
Materials of construction'
Indication of groundwater inflow
t5ins • 3/13
❑ Yes ❑ No '--
Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 13 of 17
Type:
❑
leaching pits
number: l --
Cl Le-IrS
®
leaching chambers
2 - 15'
number: —
❑
leaching galleries
number:
❑
leaching trenches
number, length:
❑
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.):
The SAS is in good condition. There are no signs of ponding or breakout.
(cesspool must be pumped as part of inspection) (locate on site plan):
Number and c uratio
Depth — top of liquid to in
Depth of solids layer
Depth of scum layer
Dimensions of cesspool
Materials of construction'
Indication of groundwater inflow
t5ins • 3/13
❑ Yes ❑ No '--
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
°wM 85 Ogunquit Road
Owner
information is
required for
every page.
Property Address
Robert Dennehy
Owner's Name
North Andover MA 01845 November 7, 2016
CityrTown 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.).
on site plan):
Materials of
Dimensions
Depth of solids--�
Comments (note condition of soil, signs of hydraulic
etc.): -'
I of ponding, condition of vegetation,
t5ins • 3/13 Title 5 Official Inspection Form: Subsurface Sewage Disposal System - Page 14 of 17
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
I' o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is
required for North Andover MA 01845 November 7, 2016
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
I-1 drawinn attached senarately
t
t5ins • 3/13 J3 /� U I pTitle 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 15 of 17
t(jJ �wlll,,,�
Commonwealth of Massachusetts
H Title 5 Official Inspection Form
Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is North Andover MA 01845 November 7, 2016
required for
every page. Cityrrown State Zip Code Date of Inspection
D. System Information (cont.)
Site Exam:
® Check Slope 4UQ/
® Surface water IV04�
® Check cellar �� %V o �u P `^ M r
® Shallow wells None
Estimated depth to high ground water: feet 61
Please indicate all methods used to determine the high ground water elevation:
Obtained from system design plans on record _ q
If checked, date of design plan reviewed:
Date
® Observed site (abutting property/observation hole within 150 feet of SAS)
® Checked with local Board of Health - explain:
could not get records, BOH just moved.
❑ Checked with local excavators, installers - (attach documentation)
❑ Accessed USGS database - explain:
You must describe how you established the high ground water elevation:
Test hole # 1 showed ground water at 33" or 3'. Test hole # 2 showed ground water at 44" or 3.66'.
Test hole # 3 showed ground water at 56" or 4.66'. Test hole #4 showed ground water at 58" or
4.83'. Test hole #5 showed ground water at 60" or 5'. Basement is 7' below grade with no sump
fries► 2s �7'1
dei 2y f jq6�
Before filing this Inspection Report, please see Report Completeness Checklist on next page.
t5ins - 3113 Title 5 Official Inspection Forth: Subsurface Sewage Disposal System - Page 16 of 17
14
Commonwealth of Massachusetts
W Title 5 Official Inspection Form
�rt Subsurface Sewage Disposal System Form - Not for Voluntary Assessments
M
85 Ogunquit Road
Property Address
Robert Dennehy
Owner Owner's Name
information is
required for North Andover MA 01845 November 7, 2016
every page. City/Town 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
15ins - 3113 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 17 of 17
,.r
a
PUBLIC HEALTH DEPARTMENT
Town of North Andover
Community Development Division
TIC
4A OT C0%
This is to cert that the individuafsubsurface disposaCsystem receiveda
SA2IST-ACT01RT 1WS(PEC7I0X of the:
Construction and Instalration o f a 9V" w
On Site .Se waae oic"n_ca[t1cpnt_ir) cwcfo r,
0y.
Peter Breen
At.
85OAunquit &ad(aka Got 6
flap-90SA~ParceC-75
9VorthAncCover, *A 01845
The Issuance of this certificate shaCC not be construed as a guarantee that the system wilC function
satisfactoriCy in the future.
U n sauYerr,
Q� --.. 0�
(Pu6Cu MeaCth (Director
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
PUBLIC HEALTH DEPARTMENT
Community Development Division
TOWN OF NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System (X) constructed; ( ) repaired;
By: Peter Breen
(Print Name)
Located at: Lot 6, 85 Ogunquit Road
(Installation Address)
Was installed in conformance with the North Andover Board of Health approved plan, originally dated
1/12/07 and last revised on 8/24/11
440
with a design flow of
gallons per day. The materials used were in conformance with those specified on the
approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local
regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on
the As -built which has been submitted to the Board of Health.
Bottom of Bed Inspection Date: 9/12/11
Engineer Representative (Signature)
John M. Morin, PE
And — Print Name
Final Construction Inspection Date: 9/25/11 1/✓1 , p-(��
Engin er Representative (Signature)
John M. Morin, PE
And — Print Name
Installer: % (Signature)
Enginer: 1A, 04,41 (Signature)
Dater 6 G C
And — Print Name
Date: 10/ z <P/ I I
John M. Morin. PE
And — Print Name
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978:688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com
PUBLIC HEALTH DEPARTMENT
Community Development Division
TOWN OF NORTH ANDOVER
SEPTIC DISPOSAL SYSTEM — INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System (X) constructed; () repaired;
By: Peter Breen
(Print Name)
Located at: Lot 6, 85 Ogunquit Road
(Installation Address)
Was installed in conformance with the North Andover Board of Health approved plan, originally dated
1/12/07 and last revised on 8/24/11
440
with a design flow of
gallons per day. The materials used were in conformance with those specified on the
approved plan; the system was installed in accordance with the provisions of 310. CMR 15.000, Title 5 and local
regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on
the As -built which has been submitted to the Board of Health.
Bottom of Bed Inspection Date: 9/12/11
Engineer Representative (Signature)
John M. Morin, PE
And — Print Name
Final Construction Inspection Date: -9/25/ I I
Engin er Representative (Signature)
John M. Morin, PE
And — Print Name
Installer: `^ (Signature)
Enginer: 1A. i K4;d (Signature)
Date:
And — Print Name
Date: Z Gpl I I
John M. Morin. PE
And — Print Name
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978:688.9540 Fax 978.688.8476 Web http://www.townofnorthandover.com
DelleChiaie, Pamela
From: Isaac Rowe [irowe@millriverconsulting.com]
Sent: Friday, September 23, 2011 12:30 PM
To: Sawyer, Susan; 'Marianne Peters'; DelleChiaie, Pamela
Cc: 'Randy Burley'; 'Dan Ottenheimer'
Subject: RE: 85 Ogunquit
Attachments: 85 Ogunquit Raod - Construction Inspection Form 9-23-11.doc
Susan,
Attached is the final inspection report for the above referenced property. Everything looked good.
Please let me know if you have any questions.
Thanks,
Isaac M. Rowe, R.S.
Project Manager
Mill River Consulting
6 Sargent Street
C
North Andover Health Department
Community Development Division
ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES
LOCATION INFORMATION
ADDRESS: " MAP: LOT:
INSTALLER:
DESIGNER:G° lei/
PLAN DATE:
BOH APPROVAL DATE ON PLAN:
INSPECTIONS
TANK INSPECTION:
DATE OF BED BOTTOM INSPECTION: /
DATE OF FINAL CONSTRUCTION INSPECTION:
DATE OF FINAL GRADE INSPECTION:
101,
r1i
1 I1
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
❑ gallon tank has been installed
loading
❑ Monolithic tank construction
❑
Watertightness of tank has been achieved by
testing
❑ Inlet tee installed, centered under access port
6.
Comments:
PUMP CHAMBER
Comments:
CONTROL PANEL
Comments:
DISTRIBUTION -BOX
Comments:
❑ Outlet tee installed, centered under access port
(gas baffle/effluent filter)
❑ inch cover to within 6" of final grade
installed over one access port
❑ Hydraulic cement around inlet & outlet
❑ Bottom of tank hole has 6" stone base
❑ Weep hole plugged
❑ gallon Pump Chamber installed
❑ 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
❑ Installed on stable stone base
❑ H-20 D -Box
❑ Inlet tee (if pumped or >0.087foot)
❑ Hydraulic cement around inlet & outlets
❑ Observed even distribution
❑ Speed levelers provided (not required)
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 =
BM =
HR=
HI =
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 6 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 10'
®
Private drinking well
75
1002 50
®
Irrigation well
75
100
®
Surface Water
25
50
®
Bordering Vegetated Wetland ,
Salt Marsh, Inland / Coastal Banka
75
100
®
Wetlands bordering surface
water supply or trib. (in Watershed)
150
150
®
Trib. to surface water supply
325
325
®
Public well
400
400
®
Interim Wellhead Prot. Area
®
Reservoirs
400
400
®
Drains (wat. supply/trib.)
50
100
®
Drains (intercept g.w.)
25
50
®
Drains (Other) Foundation
10 (5)
.20(10)
®
Drywells
20
25
' 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
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Commonwealth of Massachusetts Map -Block -Lot
90A75
-----------------------
BOARD OF HEALTH Permit No
♦ s BHP -2011-0788
. North Andover -----------------------
• ... .
P.I. FEE
�S34cwusk� F.I.
DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby granted Peter Breen
-- - --- - ----------------------------------- -------------------------------------------
to (Construct -PLAN -REV 8.24.2011) an Individual Sewage Disposal System.
at No 85 OGUNQUIT ROAD - -__,,
as shown on the application for Disposal Works Construction Pe it No. BHP -2 - 78 Dated Septbmber 06, 2011
F_� L_ E_ _COPY
,i �� �s.
Issued On: Sep -06-201 B OF ALTH
f "4A. Commonwealth of Massachusetts Map -Block -Lot
BOARD OF HEALTH
North Andover
bi•��� -�'`` CERTIFICATE OF C LIANCE
ACH
THIS IS TO CERTIFY, That the In ' ' ual Sewage Disposal System (Construct -PLAN -REV 8.24.20
by Peter Breen
- - - - --------------------------------------------------------------
_
Installer
at No 85 OGUN _ ROAD
has beenins in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the
applicati n for Disposal Works Construction Permit No. BHP -2011-078 Dated September 06, 2011
------------------------------------------------------
Printed On: Sep -06-2011 BOARD OF HEALTH
-------------------------------
---------------------------------------------------
t µORtk Commonwealth of Massachusetts Map-Block-Lot
°�<�tO •. x"00 90A75
Board of Health - --
•— s Permit No
North Andover BHP -2010-05
P.I. _____
` f° '«::=�• ^' '
'y.b*•�.° .''..� FEE
�SsACWU E� F.I. $250.00
-----------------------
DISPOSAL WORKS CONSTRUCTION PERMIT
Permission is hereby gr ted Peter Breen
to (Construct) an Individual S age Disposal System.
at No 85 OG QUIT /OAD �o/ _
as shown on the app ication,fof Disposal )Works Construction ,ermit No. BHP -2010-051 Dated March 09, 2010
Issued On: Mar -09-2010
-----------------
-------------------- ------------------------------
w
_____________________________________________________________
Board of Health
y�ORr� Map -Block -Lot
of "Ito •��o � Commonwealth of Massachusetts
o� ".�� °a Board of Health 90--75
+ North Andover
*°t " ��•� ^r a CERTIFICATE OF COMPLIANCE .
C MIS
THIS IS TO CERTIFY,That the Individual Sewage Disposal System (Construct)
by Peter Breen
------------------------------------- ---- -- -
Installer----------------------------------------------------- — ---- ----
at No 85 OGUNQUIT ROAD
has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the
application for Disposal Works Construction Permit No. BHP -2010-051 Dated March 09, 2010
-----------------------
Printed On: Mar -09-2010
----------V ------------------------------------------
-------------------------------------------------------------------------------- Board of Health
ORTN
oe
.' Town of orth Andover
�'�a ;,,,• �K�. HEALTH DEPARTMENT
CHECK#: / DAT `
LOCATION: U
H%O NAME:
I V LFW
❑
v1 l OLl••1•
Animal
$ ------------------
.,x
[3,.Body
Art..Establishment
$
O
Body Art Practitioner
$
'
❑
Dumpster
$
❑
Food Service - Type:
$
❑
Funeral Directors
$
❑.
Massage Establishment
$
13
Massage Practice
$
❑
O
ff al (Septic) Hauler
ep
$
'
❑
Recreational Camp
$
41
❑
Sun tanning
$
'2
❑
Swimming Pool
$
❑
Tobacco
$
"'
❑
TrasWSolid Waste Hauler
$
❑
Well Construction
$
SEPTIC Systems:
❑
Septic - Soil Testing
$
❑
Septic - Design Approval
$
❑
Septic Disposal Works Construction (DWC)
$.
❑
Septic Disposal Works. Installers (DWI)
$
D
Title 5 Inspector
$
❑
Title 5 Report
$
❑
Other: (Indicate)
$
Cv YY "t,'S, eai�.h4te'E•a: �<<.^+rel !.n. �'.�
r�
r A - 411
Important:
When filling out
forms on the
computer, use
only the tab key
to move your
cursor - do not
use the return
key.
ILEI
-TOWN OF
Application is hereby made fora permit to:
onstruct a new on-site sewage disposal system*
❑ Repair or replace an existing on-site sewage disposal system*
❑ Repair or replace an existing system component - What?
A. Facility Information '
6707,q U 17- gocc e't
Address or
Lot#
/t/.4400 6/t , 11114
City/Town
2.- *TYPE OF SEPTIC SYSTEM*:
❑ Pump ❑ Gravity (choose one)
***If pump system, attach copy of electrical permit to application***
c/ -JAI 0
TODAY'S DATE
$ 250.00 - Full Repair
$125.00 - Component
[/J
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
PeT� r> -
Name
Address (if different from above)
rl✓ -eq.oo , l Stxl`
City/Town State Zip Code
q7 6S7 77 Z
Telephone Number
3. Installer Information
Pe- 1 6 r-ez/%,, Pe i t 61'6fW eeAtjg;-nC
Name Name of Company
'7 70 l'v12d ST
Address
City/Town State Zip Code
Telephone Number (Cell Phone # if possible please)
4. Designer Information
Name Name of Company
yy7 a
Address
I b Fs/cie lcl ,✓yI �} U f
City/Town State Zip Code
Telephone Number (Best # to Reach)
Application for Disposal System Construction Permit • Page 1 of 2
Application for Septic Disposal System
� 3r • ' ' '` ` c
>Construction Permit - TOWN OF TODAY'S DATE
''°'- �' ORTH ANDOVER, MA 01845 $ 250.00 - Full Repair
$125.00 - Component
�as�cHus�tty
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 sewaa disposal system in accordance with the provisions of Title 5 of the
Environment4l Code, as well as the Local Subsurface Disposal Regulations for the Town of
North Andover, and not to place the system in operation until a Certificate of Compliance has
been issued by
this Board of Health.
Md
Namel Date
Application Approved By: (Board of Health Representative) {
,Na et '
"Application Disapproved for the following reasons:
For Office Use Only:
Date f
1.
Fee Attached.
Yes
No
2.
Project Manager Obligation Form Attached?
Yes
No
3. Pump System? Ifso, Attach copy ofElectrical Permit Yes No
4. Foundation As -Built? (hew construction ronly):
(Same scale as approved plan)
Yes No
5. Floor Plans? (hew construction only): Yes No
Application for Disposal System Construction Permit " Page 2 of 2
y SEPTIC SYSTEM INS ALLER PROJECT MANAGEMENT OBLIGATIONS
'As the North Andover licensed installer for the construction for the septic system for the property at:
11-40 7 -
(Addr(Address
ess of septic system) For plans by
Relative to the application of f Glc- tile— e— n
(Installer's name)
Dated h An
(Today's ate
And dated
With revisions dated
I understand the following obligations for management of this project:
(Engineer)
ngina ate
(Last revised date)
1. As the installer, I am obligated to obtain all permits and Board of Health approved plans prior to
performing any work on a site. I must have the approved plans and the permit on site when any work is
being done.
2. As the installer, I must call for any and all inspections. If homeowner, contractor, project manager, or any
other person not associated with my company schedules an inspection and the system is not ready, then
item three shall be applicable.
3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as
indicated below. I understand that requesting an inspection, without completion of the items in accordance
with Title 5 and the Board of Health Regulations may result in a $50.00 fine being levied against me and/or
MY company
a. Bottom of Bed – Generally, this is the first (VS inspection unless there is a retaining wall, which
should be done first. The installer must request the inspection but does not have to be present.
b. Final Construction Inspection – Engineer must first do their inspection for elevations, ties, etc.
As -built of verbal OK (or e-mail to: healthdeptgtownofnorthandover.com) from the engineer must
be submitted to the Board of Health, after which installer calls for an inspection time. Installer must
be present for this inspection. With a pump system, all electrical work must be ready and able to
cause pump to work and alarm to function.
c. Final Grade – Installer must request inspection when all grading is complete. Installer does not
have to be on-site.
4. As the installer, I understand that only I may perform the work (other than simple excavation) and I am required
to complete the installation of the system identified in the attached application for installation. I further
understand that work done by others unlicensed to install septic systems in North Andover can constitute
reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of
North Andover, 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 ofHealth staff or consultant.
d. Installation of tank, D -Box, pipes, stone, vent, pump chamber, retaining wall and other
components.
6. As the installer, I understand that I am solely responsible for the installation of the system as per the
approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve
me of this obligation.
Undersigned Licensed Septic Installer: `o (Today's Date)
7a—me – runt(Name –Signed)
The
Neve -Morin
Group, Inc.
August 24, 2011
Ms. Susan Sawyer, Health Director
Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: Lot 6, 85 Ogunquit Road
Owner/Applicant: Peter & Kerry Breen
Dear Susan:
11
rev
t-Ta—Y
TOWN 0
4�i1
4 ANDOVER
We are in receipt of your correspondence dated August 17, 2011 regarding the denial of the
septic design for the above referenced property. We offer the following additional information
for your review. Our numbered responses coincide with your numbered comments for easy
reference; 3 sets of revised plans are enclosed.
1. We have added the street address, #85, to the plan title on sheets 1 and 2. The correct
assessors parcel is now listed as Parcel 75 on sheet 1. Please note the lot is still labeled
"Lot 6" as that is the lot number based on the subdivision plans but we have also added
the assessors map and parcel number below that to avoid any confusion.
2. The names of the abutters on sheet 1 have been revised to reflect the most current online
assessor's information.
3. The address of the applicant has been added to the lower right hand corner of sheets 1
and 2.
4. The wetlands were delineated by Greg Hochmuth of The Neve -Morin Group, Inc. on
November 1, 2002; a note has been added to sheet 1 stating same. A valid Order of
Conditions issued by the North Andover Conservation Commission exists on this
property.
5. The septic location shown on the current proposed plan is in the exact same location as
the current approved design which is dated Jan. 12, 2007 and was approved on March 19,
2007. The Permit Extension Act has extended the approval of this design until March 19,
2012. Pit 95-4 and pit 96-7 were conducted at the same elevation approximately 20'
from each other with varying groundwater results. An additional test pit, pit 05-1, was
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LAND USE PLANNERS
447 Old Boston Road (U.S. Route 1), Topsfield, MA 01983 978-887-8586 FAX 978-887-3480
Providing Professional Services Since 1978
www.nevemorin.com
Ms. Susan Sawyer, Health Director
August 24, 2011
Page 2
conducted in the system area, witnessed by Mill River Consulting, to verify the ESHWT
to be used for the design of the septic system in this area. At that time, based on all the
data, it was determined that the ESHWT elevation for the design of this system would be
that shown in Pit 96-7. Therefore, that is what was used on the plan that is currently
approved and that is what is used on the current proposed plan. Based on recent
discussions we have had, it is our understanding that you agree that the ESHWT used for
the design of the septic system is correct.
6. The proposed retaining wall shown on the northerly side of the driveway has been
previously approved and is currently under construction. The wall is not associated with
the septic system and I don't believe that a detail of the wall would be necessary at this
time since it is already being constructed. Based on recent discussions we have had it is
our understanding that you agree that since the wall is not associated with the septic
system the detail is not required.
I believe this additional information addresses your concerns and will allow you to issue an
approval of the proposed septic design. If you have any questions please do not hesitate to
contact me.
Sincerely,
THE NEVE-MORIN GROUP, INC.
John M. Morin, PE
President, CEO
JMM/kmm
cc: Peter Breen
Enclosures
F:\KATHYM\Breen 684\Lot 6\NABH ltr.doc
North Andover Health Department
(ommunity Development Division
August 26, 2011
Peter and Kerry Breen
770 Boxford Street
North Andover, MA 01845
FII E COPY
RE: Subsurface Disposal System Plan, 85 Ogunquit Road (lot 6), Map 90A lot 75
Dear Property Owners,
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 the Neve — Morin Group, Inc., dated January,
2007, last revised August 17, 2011. This plan has been approved. This plan is valid for three years from
the date of this approval.
The design has been approved for use in the construction of a new onsite septic system for a 4 -bedroom
house (maximum 9 -room). During this time, 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. In the event an imminent health problem such as sewage backup into the dwelling is
occurring, the North Andover Board of Health may reduce the time period for which this plan is valid.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design plan and/or
soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall
stop, and the applicant shall reapply for a new Disposal Systems Construction Permit.
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 or imply compliance with any of the aforementioned
requirement.
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The
Health Department may be reached at 978-688-9540 with any questions you may have.
Sin ely,
San Y. Sawyer, REHS S
Public Health Director
Encl: list of licensed septic system installers
Cc: Neve - Morin Group, Inc.
1600 Osgood Street, North Andover, Ilessodiosetts 01845
Phone 978.6883541 Fox 978.688.8476 Web mmlownulnorthondover com
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DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Tuesday, August 16, 20119:49 AM
To: Sawyer, Susan
Subject: FW: Ogunquit Rd Plan Review
Attachments: Disapproval Letter 8-2-11.doc
Hi Susan,
Did you sign off on this letter yet? I don't have a scanned copy in my correspondence folder, so thought you
might have already sent it? Peter called asking for the status of the review. His number is: 978.265.7580. This
is the one that they already had a plan review approved and submitted a new plan for a different type of field as
I recall.
Beu mss,
Pamela DelleChiaie
Departmental Assistant I Community Development I Health Department
Town of North Andover
1600 Osgood Street I Bldg 20 1 Suite 2-36
North Andover, MA o1845
2 Office - 978-688-9540
2 Fax - 978-688-8476
Eil Email - pdellechiaie@townofnorthandover.com
-16 Website http://www.townofnorthandover.com/Pages/index
"We can never see the path of our life if we are too busy focusing on the pebbles under our feet. "--Anonymous
From: Randy Burley[mailto:rburley(�i)millriverconsulting.com]
Sent: Thursday, August 04, 2011 10:21 AM
To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan
Subject: Ogunquit Rd Plan Review
Dear All,
Please find attached the disapproval letter for Lot 6, Ogunquit Rd.
Grading is shown off the property and into the right-of-way. Presumably this was done as part of the
subdivision process. I did not note this in the letter, but wanted to note it to you.
You may want to disregard item #2, they did not use the most recent soil logs for the old test pits.
The biggest problem is item #6, they did not use the proper test pit when figuring the ESHGW, it is off by almost 2 ft!
Let me know if you have any questions.
Sincerely,
Randy Burley
Project Manager
Mill River Consulting
6 Sargent Street
Gloucester, MA 01930
Ph 978-282-0014
Fx 978-282-1318
www.millriverconsulting.com
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Thursday, July 21, 20112:05 PM
To: 'Daniel Ottenheimer'; 'Isaac Rowe'; Peters, Marianne; 'Randy Burley'
Subject: Septic - Lot 6 aka 85 Ogunquit Road - Plan Review
Attachments: 20110721101425887
Importance: High
Follow Up Flag: Follow up
Flag Status: Flagged
Please note that a plan review was sent to you in the mail today for Lot 6, aka 85 Ogunquit Road.
Just as an FYI....... Peter Breen is the owner of the property and will also be doing the DWC construction. They
had a previous plan approved, but he has decided to go with the trenches now, so a new plan has been drawn
up. I found the soil logs in the file and copied them for you as well, as he did not submit those with the plan.
Peter is in the process of currently building a house on the lot as he said that the septic will be in the front and
he doesn't want anyone driving over it.
fiat ,Aganda,
Pamela DelleChiaie
Departmental Assistant I Community Development I Health Department
Town of North Andover
1600 Osgood Street I Bldg 20 1 Suite 2-36
North Andover, MA 01845
2 Office - 978-688-9540
Fax - 978-688-8476
D Email - pdellechiaie@townofnorthandover.com
'2S Website http://www.townofnorthandover.com/Pages/index
"We can never see the path of our life if we are too busy focusing on the pebbles under our feet. "--Anonymous
North Andover Health Department
Community Development Division
August 17, 2011
John Morin
Neve -Morin Group Inc.
447 Old Boston Road
Topsfield, MA 01983
FILE COPY
Re: Subsurface Sewage Disposal System Plan for Lot 6 aka 85 Ogunpuit Road, Map 90A, Lot 75
Dear Mr. Morin:
The proposed wastewater system design plan for the above site dated January 12, 2007 and received on July 20,
2011 has been reviewed. Unfortunately, the plan cannot be approved until the following items are corrected. The
specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each
item.
1. The street number of the proposed dwelling is not shown on the plans. The lot number shown on the plans
is incorrect according to the online North Andover tax maps. The lot is shown as lot number 75 not 6.
(CMR 310 15.220(4))
2. The names of the abutters shown on the plan are not correct according to the online assessor and tax maps
and one abutter is missing. (North Andover 3.2)
3. The address of the applicant is missing from the plan. (North Andover 3.2)
4. Please provide the name of the person who delineated the wetlands and the date the delineation was
performed.
5. The separation from groundwater using test pit 95-4 is only 2.2'. It appears test pit 96-7 was chosen as the
ESHGW. Please revise. (CMR 310 15.212(a))
6. The retaining wall shown around the back of the house is labeled 5' tall. The construction of this retaining
wall should be detailed.
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 aid the environment of North Andover.
Sincerely,
Susan Y. Sawyer, REHS/RS
Public Health Director
cc: Peter and Kerry Breen - 770 Boxford Street, North Andover, MA 01845
File
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Building 20, Suite 2-36, .
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Tuesday, August 16, 20119:49 AM
To: Sawyer, Susan
Subject: FW: Ogunquit Rd Plan Review
Attachments: Disapproval Letter 8-2-11.doc
Hi Susan,
Did you sign off on this letter yet? I don't have a scanned copy in my correspondence folder, so thought you
might have already sent it? Peter called asking for the status of the review. His number is: 978.265.7580. This
is the one that they already had a plan review approved and submitted a new plan for a different type of field as
I recall.
96t R09414,
Pamela DelleChiaie
Departmental Assistant I Community Development I Health Department
Town of North Andover
1600 Osgood Street I Bldg 20 1 Suite 2-36
North Andover, MA 01845
2 Office - 978-688-9540
R Fax - 978-688-8476
0 Email - pdellechiaiegtownofnorthandover.com
6 Website httpJ/www.townofnorthandover.com/Pages/index
"We can never see the path of our life if we are too busy focusing on the pebbles under our feet. "--Anonymous
From: Randy Burley[mailto:rburleyC@millriverconsulting.coml
Sent: Thursday, August 04, 201110:21 AM
To: 'Daniel Ottenheimer'; Grant, Michele; 'Isaac Rowe'; 'Marianne Peters'; DelleChiaie, Pamela; Sawyer, Susan
Subject: Ogunquit Rd Plan Review
Dear All,
Please find attached the disapproval letter for Lot 6, Ogunquit Rd.
Grading is shown off the property and into the right-of-way. Presumably this was done as part of the
subdivision process. I did not note this in the letter, but wanted to note it to you.
You may want to disregard item #2, they did not use the most recent soil logs for the old test pits.
The biggest problem is item #6, they did not use the proper test pit when figuring the ESHGW, it is off by almost 2 ft!
Let me know if you have any questions.
Sincerely,
Randy Burley
Project Manager
Mill River Consulting
6 Sargent Street
Gloucester, MA 01930
Ph 978-282-0014
Fx 978-282-1318
www.millriverconsulting.co
TOWN OF NORTH ANDOVER
D
Office of COMMUNITY i_ ENTELOP'ME1T A.D SERXICES
HEALTH DEPARTMEN T
1600 OSGOOD STREET: BUILDING 21:1: SC'ITE ?-3 Ci • `. `•.. _..
Nt)P,TH
"ETT", IS 7 ac �Yc
Susa>li Y. S;mri—er. REHS'RS
Ptiblic Health Director
SEPTIC PLAN SUBMITTAL FORM
Date of Submission://
Site Location: Lot 6, 85 Ogunquit Road
Engineer: The, Neve -Morin Group, Inc.
New Plans? Yes ®$225/Plan Check #
Revised Plans? Yes F$75/Plan Check #_
Site Evaluation Forms Included? Yes ❑ No
Local Upgrade Form Included?
Telephone #:978-687-7774
E-mail:
Homeowner Name: Peter Breen
OFFICE USE ONLY
J;,.C�"�.
';�`E3SITE:IaTti:: =;'t Tzi'=;1C�fllt�aili„1Cli;;?'';��1i1
TOWN OR NORTH ANDOVER
HEALTH DEPARTMENT
(includes 1St submission and one re -review only)
® (Previously submitted)
Yes ❑ No ❑ N/A
Fax #:978-689-8740
When the sub on is complete (including check):
➢ ,� Date stamp plans and letter
➢ Complete and attach Receipt
➢ ✓ Copy File; Forward to Consultant
➢ Enter on Log Sheet and Database
F:Uoanne\TOWN OF NORTH ANDOVER—Septic Plan Submittal Form.doc
TOWN OF NORTH ANDOVER of 0,14 �
Office of C'OMMUNIT'Y DENTELOPMENT AND SERVICES �� �` � '•''��
o r
HEALTH DEPARTMENT a m
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36
NIORTH ANDOVER, MASSACHUSETTS 01845 ���►ekius�
978.688.9540 - Phone
Sus -,in Y. Saui.er, REMIRS 978.688.84 ; C�- FA.X
Public Ie ltli Director E-MAIL: heilflideL)t;rijtowilofiior-tllilldov-ea.cotiI
V,TBSITE: littp �i'cvww tot�rnofiioiillaiiclover colli
SEPTIC PLAN SUBMITTAL FORM
Date of Submission: January 12, 2007
Site Location: Lot 6 - Rocky Brook Estates Phase II
Engineer: The Neve -Morin Group, Inc.
FEB 0 8 2007
st
New Plans? Yes ®$225/Plan Check # (includes 1 submission and one re -review
only)
Revised Plans? Yes F-1$75/Plan Check #
Site Evaluation Forms Included? Yes ® No ❑
Local Upgrade Form Included? Yes ❑ No
Telephone #: 978-887-8586 Fax #: 978-887-3480
E-mail: Joanne(a),nevemorin.com
Homeowner Name: Peter R. & Kerry M. Breen
OFFICE USE ONLY
When the submission is complete (including check):
➢ Date stamp plans and letter
Complete and attach Receipt
➢Copy File; Forward to Consultant
Enter on Log Sheet and Database
F:Voanne\Breen_684-6 _Septic Plan Submittal Form.doc
FORM 11— SOIL EVALUATOR FORM
Pagel of 3
No. 684 Date: 9/20/05
Commonwealth of Massachusetts
North Andover, Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: Isaac Rowe Date: 9/20/05
Witnessed By: Randy Burley (Mill River Consult) Date: 9/20/05
Location Address or Lots 5,6 & 9 Ogunquit Rd. Owner's Name Peter & Kerry Breen
North Andover, MA 01845
Lot # Address and 770 Boxford Street
North Andover, MA 01845
Telephone # 978-687-7774
New Construction Repair
Office Review
Published Soil Survey Available: No = Yes I A
Year Published 1981 Publication Seale I"= 1320'
Drainage Class B Soil Limitations
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 X
Within 500 year flood boundary No X Yes
Within 100 year flood boundary No X Yes
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month
Soil Map Unit CcC
Range: Above Normal Normal Below Normal
Other References Reviewed:
FORM 11— SOIL EVALUATOR FORM
Page 2a of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunqu t Road
On -Site Review
Deep Hole Number OP 05-1 Date 9/20/05 Time 10:00 am Weather Cloudy 75
Location (identify on site plan) See Plan
Land Use Residential Slope (%) 8-15% Surface Stones Few 1' — 3' Dia.
Vegetation Woods
Landform ^Drumlin
Position on landscape (sketch on the back) See Plan
Distances from:
Open Water Body
Possible Wet Area
Drinking Water Well
1001+ feet
100'+ feet
1001+ feet
Drainage Way
Property Line
Other
feet
10'+ feet
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 60"
DEP APPROVED FORM — 12n195
DocumenC
DocumenQ
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (Inches)
(USDA)
(Munsell)
Mottling
(Structure, Stones, Bounders,
Consistency, % Gravel)
0-12"
A
FSL
IOYR3/2
12-36"
Bw
FSL
10YR5/8
36-60"
Cl
FS
2.5Y6/4
ESHWT
@ 60"
60-108"+
C2
SL
2.5Y5/6
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 60"
DEP APPROVED FORM — 12n195
DocumenC
DocumenQ
FORM 11— SOIL EVALUATOR FORM
Page 2b of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
On -Site Review
Deep Hole Number OP 05-2 Date 9/20/05 Time 10:00 am Weather Cloudy 75
Location (identify on site plan)
Land Use Residential Slope (%) 8-15% Surface Stones Few F-3' Dia.
Vegetation Woods
Landform Drumlin
Position on landscape (sketch on the back) See Plan
Distances from:
Open Water Body 100' + feet Drainage Way feet
Possible Wet Area 1001+ feet Property Line 10' + feet
Drinking Water Well 100'+ feet Other
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 48"
DEP APPROVED FORM—12n195
DocumenQ
Documem2
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (Inches)
(USDA)
(Munsell)
Mottling
(Structure, Stones, Bounders,
Consistency, % Gravel)
0-12"
A
FSL
10YR3/2
12-30"
Bw
FSL
10YR5/8
30-12011+
C1
SL
2.5Y5/6
ESHWT
48"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 48"
DEP APPROVED FORM—12n195
DocumenQ
Documem2
FORM 11— SOIL EVALUATOR FORM
Page 2c of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
On -Site Review
Deep Hole Number OP 05-3 Date 9/20/05 Time 10:00 am Weather Cloudy 75
Location (identify on site plan) See Plan
Land Use Residential Slope (%) 8-15% Surface Stones Few 1'-3' Dia.
Vegetation Woods
Landform Drumlin
Position on landscape (sketch on the back) See Plan
Distances from:
Open Water Body 1001+ feet Drainage Way feet
Possible Wet Area 1001+ feet Property Line 10'+ feet
Drinking Water Well 100'+ feet Other
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial Till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 36"
DEP APPROVED FORM — 12n195
DocumenC
DocumenC
DocumenQ
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (Inches)
(USDA)
(Munsell)
Mottling
(Structure, Stones, Bounders,
Consistency, % Gravel)
0-18"
Fill & Ap
18-28"
Bwb
FSL
10YR4/6
28-102"+
Cl
LS
2.5Y5/6
ESHWT
36"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial Till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 36"
DEP APPROVED FORM — 12n195
DocumenC
DocumenC
DocumenQ
FORM 11— SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
Determination for Seasonal High Water Table
OP 05-1
Method Used:
Depth observed standing in observation hole
Depth weeping from side of observation hole
X Depth to soil mottles
Groundwater adjustment
Index Well Number
Adjustment factor
Reading Date
inches
inches
60 inches
feet
Index Well Level
Adjusted ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in Spring 20011 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 9
/'W/o�
DEP APPROVED FORM —12/7/95 Document6
FORM 11— SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
Determination for Seasonal Iih Water
OP 05-2
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 48 inches
Groundwater adjustment feet
Index Well Number Reading Date Index Well Level
Adjustment factor
Adjusted ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in Spring 20011 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 !2/Z4))6,5-
DFP
Zv O,5 -
DEP APPROVED FORM — 12/7/95 Document6
FORM 11— SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 5,6 & 9 Ogunquit Road
Determination for Seasonal Hikh Water Table
OP 05-3
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 36 inches
Groundwater adjustment feet
Index Well Number Reading Date Index Well Level
Adjustment factor Adjusted ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in Spring 20011 have passed the sail 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 �` •� 4=C Date
DEP APPROVED FORM - 12n195 Document6
FORM 11— SOIL EVALUATOR FORM
No. 684
Commonwealth of Massachusetts
North Andover, Massachusetts
Pagel of 3
Date: 12/12/06
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: Steven D'Urso Date: 5/25/95, 10/24/95, 4/1/96
Witnessed By: Sandy Starr Date: 5/25/95, 10/24/95, 4/1/96
Location Address or Ogunquit Road
Lot #
Lot 6
New Construction Repair
Owner's Name Peter & Kerry Breen
Address and 770 Boxford Street
North Andover, MA 01845
Telephone # 978-687-7774
Office Review
Published Soil Survey Available: No = Yes
Year Published 1981 Publication Scale 1" = 1320'
Drainage Class B Soil Limitations
Surficial Geologic Report Available: No 0
Year Published Publication Scale
Geologic Material (Map Unit)
Landform
Yes
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes X
Within 500 year flood boundary No X Yes
Within 100 year flood boundary No X Yes
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month
Soil Map Unit CcC
Range: Above Normal Normal Below Normal
Other References Reviewed:
FORM 11— SOIL EVALUATOR FORM.
Page 2a of 3
Location Address or Lot No. Lot 6 Ogunquit Road
On -Site Review
Deep Hole Number OP 954 Date 5/25/95 Time 10:00 am Weather
Location (identify on site plan) See Plan
Land Use Residential Slope (%) 8-15% Surface Stones Few 1' — 3' Dia.
Vegetation Woods
Landform Drumlin
Position on landscape (sketch on the back) See Plan
Distances from:
Open Water Body 1001+ feet Drainage Way feet
Possible Wet Area 1001+ feet Property Line 10'+ feet
Drinking Water Well 1001+ feet Other
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 36"
DEP APPROVED FORM —12/7/95
DocumenQ
Documen@
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (Inches)
(USDA)
(Munsell)
Mottling
(Structure, Stones, Bounders,
Consistency, % Gravel
0-5"
A
FSL
10YR3/3
5-36"
Bw
FSL
10YR5/8
ESHWT
36-132"+
Cl
SL
2.5Y5/4
@ 36"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 36"
DEP APPROVED FORM —12/7/95
DocumenQ
Documen@
FORM 11 — SOIL EVALUATOR FORM
Page 2b of 3
Location Address or Lot No. Lot 6 Ogunquit Road
Onsite Review
Deep Hole Number OP 95-5 Date 5/25/95
Location (identify on site plan) See Plan
Land Use Residential Slope (%) 8-15%
Vegetation Woods
Landform Drumlin
Position on landscape (sketch on the back) See Plan
Distances from:
Open Water Body 1001+ feet
Possible Wet Area 1001+ feet
Drinking Water Well 1001+ feet
Time 10:00 am Weather
Surface Stones Few F — 3' Dia.
Drainage Way feet
Property Line 10' + feet
Other
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 44"
DEP APPROVED. FORM —12/7/95
DocumenC
DocumenC
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (Inches)
(USDA)
(Munsell)
Mottling
(Structure, Stones, Bounders,
Consistency, % Gravel)
0-5"
A
FSL
10YR3/3
5-32"
Bw
FSL
10YR5/8
ESHWT
32-108"+
C1
SL
2.5Y5/6
@ 44"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 44"
DEP APPROVED. FORM —12/7/95
DocumenC
DocumenC
FORM 11— SOIL EVALUATOR FORM
Page 2c of 3
Location Address or Lot No. Lot 6 Ogunquit Road
On -Site Review
Deep Hole Number OP 96-6 Date . 4/1/96 Time 10:00 am Weather.
Location (identify on site plan) See Plan
Land Use Residential Slope (%) 8-15% Surface Stones Few 1' — 3' Dia.
Vegetation Woods
Landform Drumlin
Position on landscape (sketch on the back) See Plan
Distances from:
Open Water Body 1001+ feet Drainage Way feet
Possible Wet Area 1001+ feet Property Line 10'+ feet
Drinking Water Well 1001+ feet Other
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial.till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 56"
DEP APPROVED FORM — 12/7/95
DocumenQ
DocumenQ
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (Inches)
(USDA)
(Munsell)
Mottling
(Structure, Stones, Bounders,
Consistency, % Gravel)
0-5"
A
FSL
10YR3/3
5-40"
Bw
FSL
10YR5/8
40-108"+
C1
SL
5Y5/4
ESHWT
@ 56"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial.till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 56"
DEP APPROVED FORM — 12/7/95
DocumenQ
DocumenQ
FORM 11— SOIL EVALUATOR FORM
Page 2d of 3
Location Address or Lot No.
Lot 6 Ogunquit Road
Soil Horizon
Soil Texture
Soil Color
Soil
On -Site Review
Deep Hole Number OP 96-7
Date 4/1/96
Time 10:00 am Weather
Location (identify on site plan)
See Plan
(Structure, Stones, Bounders,
Land Use Residential
Slope (%) 8-15%
Surface Stones Few V — 3' Dia.
Vegetation Woods
Consistency, % Gravel)
Landform Drumlin
A
FSL
10YR3/3
Position on landscape (sketch on the back) See Plan
Distances from:
Bw
FSL
Open .Water Body
1001+ feet
Drainage Way feet
Possible Wet Area
1001+ feet
Property Line 10'+ feet
Drinking Water Well
1001+ feet
Other
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 58"
DEP APPROVED FORM — 12/7/95
DocumenC
Documen12
Depth from
Soil Horizon
Soil Texture
Soil Color
Soil
Other
Surface (Inches)
(USDA)
(Munsell) ;
Mottling
(Structure, Stones, Bounders,
Consistency, % Gravel)
0-5"
A
FSL
10YR3/3
5-32"
Bw
FSL
10YR5/8
40-96"+
Cl.
SL
2.5Y5/4
ESHWT
@ 58"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material (geologic) Glacial till Depth to Bedrock: NA
Depth to Groundwater: Standing Water in the Hole: NA Weeping from Pit Face: NA
Estimated Seasonal High Ground Water: 58"
DEP APPROVED FORM — 12/7/95
DocumenC
Documen12
FORM 11— SOIL EVALUATOR FORM
Location Address or. Lot No. Lots 6 Ogunquit Road
Determination for Seasonal High Water Table
OP 95-4
Method Used:
Depth observed standing in observation hole
Depth weeping from side of observation hole
X Depth to soil mottles
Groundwater adjustment
Index Well Number
Adjustment factor
Reading Date
inches
inches
36 inches
feet
Index Well Level
Adjusted ground water level
Page 3 of 3
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in 11/94 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 Steven D'Urso (Deceased) : Date 12/11/06
DEP APPROVED FORM — 12/7/95 Document6
FORM 11— SOIL EVALUATOR FORM
Location Address or Lot No. Lots 6 Ogunquit Road
Determination for Seasonal High Water Table
OP 95-5
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 44 inches
Groundwater adjustment feet
Index Well Number Reading Date Index Well Level
Adjustment factor
Adjusted ground water level
Page 3 of 3
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally .occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in 11/94 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 Steven D'Urso (Deceased) Date 12/11/06
DEP APPROVED FORM —12/7/95 Document6
FORM 11— SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 6 Ogunquit Road
Determination for Seasonal High Water Table
OP 96-6
Method Used:
Depth observed standing in observation hole
Depth weeping from side of observation hole
X Depth to soil mottles
Groundwater adjustment
Index Well Number
Adjustment factor
Reading Date
inches
inches
56 inches
feet
Index Well Level
Adjusted ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in 11/94 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 Steven D'Urso (Deceased) Date 12/11/06
DEP APPROVED FORM —12/7/95 Document6
FORM 11— SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. Lots 6 Ogunquit Road
Determination for Seasonal Himh Water Table
OP 96-7
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
X Depth to soil mottles 58 inches
Groundwater adjustment feet
Index Well Number Reading Date Index Well Level
Adjustment factor Adjusted ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? Yes
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that in 11/94 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 Steven D'Urso (Deceased) Date 12/11/06
DEP APPROVED FORM —12/7/95 Document6
FORM 12 — PERCOLATION TEST
Location Address or Lot No. Lot 6 Ogunquit Road
COMMONWEALTH OF MASSACHUSETTS
North Andover, Massachusetts
Percolation Test's
Date: 5/25/95 Time: 10:00 am
Observation Hole #
P6-1
P6-2
Depth of Perc
42+18
42+18
Start Pre-soak
2:48
3:16
End Pre-soak
3:03
3:31
Time at 12"
3:03
3:31
Time at 9"
3:28
3:56
Time at 6"
4:24
4:31
Time 9"-6"
56 minutes
35 min/inch
Rate Min./Inch
19 min/inch
12 min/inch
*Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed 0 Site Failed 0
Performed by:
Witnessed by:
Comments:
Steven D'Urso
Sandy Starr
DEP APPROVED FORM — 12/07/95 Document4
P.
North Andover Health Department
Community Development Division
December 2, 2010
John Morin, PE
447 Old Boston Road
Topsfield, MA 01983
Can
RE: Section 173 of Chapter 240 of the Acts of 2010 affecting Lots 1, 2,Q)gunquit Road
Dear Mr. Morin:
The Health office has received your inquiry regarding the septic system approvals for the above
mentioned lots. This letter is to confirm that these approvals are extended until two years from
the extension dates listed in your letter, into the year 2013. As you described, this extension is
due to the legislative approval of the Economic Development Reorganization Bill, rather than a
vote from the Board of Health.
Please note that during such time of construction it is expected and required that these areas will
be protected and remain in an unaltered condition. If at a later date it is determined that this
requirement is violated, the site will be in non-compliance, which could terminate the previous
plan approval. This activity would also be in violation of 15.204 (1) as the construction is "not in
compliance" with "terms and conditions" of this local Approving Authority's approval.
If you have any questions regarding this correspondence please contact the Health Office.
Ln Sawyer
Ith Director
cc: Peter Breen, owner
1600 Osgood Street, North Andover, Massachusetts 01845
Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com
he
Neve -Morin ---- --
Group, Inc.
RE0-1 V E
AT
E
November 23, 2010 1 TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
Ms. Susan Sawyer, Health Director
Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: Lot 2, 100 Ogunquit Road
Owner/Applicant: Peter & Kerry Breen
Dear Ms. Sawyer:
On May 2, 2008 you approved the sanitary disposal system design for the above referenced
property, which is due to expire ori May'2, 2011.
As you. know, the. Economic. Development Reorganization Bill, which was approved in August
2010, extended certairi permits in existence between August 2008 and August 2010; a septic
approval.is one of those permits. Therefore, it is our understanding this permit is extended until
May 2, 2013.
Please confirm that this septic approval is hereby extended until May 2, 2013.
If you have any questions please do not hesitate to contact our office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
/14, n'&u^^
John M. Morin, PE
President, CEO
!MM/kmm .
cc: i Peter. ,& .Kerry Breen .. ,.
F:\KATHYM\Breen 684\L.ot 2\NABH septic Permit Ext Act Ltr.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LAND USE PLANNERS
447 Old Boston Road (U.S. Route 1), Topsfield, MA 01983 978-887-8586 FAX 978-887-3480
Providing Professional Services Since 9978
www.nevemorin.com
The
Neve -Morin rR"lMGroup, Inc.f,! 2 9 2010
TOWN OF NORTH ANDOVER
November 23, 2010HEALTH DEPARTMENT
Ms. Susan Sawyer, Health Director
Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: Lot 6, 85 Ogunquit Road
Owner/Applicant: Peter & Kerry Breen
Dear Ms. Sawyer:
On March 19, 2007 you approved the sanitary disposal system design for the above referenced
property ,which gas, due_to,explre.on March 19, 2010
As you know, the Economic Development Reorganization Bill, "which was approved in August
2010, extended certain.,permits in existence between August 2008 and August 2010; a septic,
approval is one of those permits. Therefore, it is our understanding this permit is extended until
March -19,-2 012.
Please confirm that this septic approval is hereby extended until March 19, 2012.
If you have any questions please do not hesitate to contact our office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
4 Y�
John M. Morin, PE
President; CEO
JMM/kmm.
cc:.;-.- ,Peter &. Kerry, Breen
:,
R\KATHYM\Breen 684\Lot 6\N4BH Permit,Ext Act Ltr.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS -4 LAND USE, PLANNERS,
447 Old Boston Road (U.S. Route 1), Topsfield, MA 01983 978-887-8586 FAX 978-887-3480
Providing Professional Services Since 1978
www.nevemorin.com
The
Neve -Morin
Group, Inc.
November 23, 2010
Ms. Susan Sawyer, Health Director
Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: Lot 1, 70 Ogunquit Road
Owner/Applicant: Peter & Kerry Breen
Dear Ms. Sawyer:
TOWN or NOWN ANDOVER
On March 18, 2008 you approved the sanitary disposal system design for the above referenced
property, :which: was : due to expire. on. March 18, 2010 and was extended by your Board until
March 18, 2011.
As you know, the Economic Development Reorganization Bill, which was approved in August
201'0; .extended certain permits. in existence between August 2008 and August 2010; a septic
approval is one of those permits. Therefore, it is our understanding this permit is extended until
March 18, 2013.
Please confirm that this septic approval is hereby extended until March 18, 2013.
If you have any questions please do not hesitate to contact our office.
Sincerely,
THE NEVE-MORN GROUP, INC.
John M. Morin, PE
President, CEO
JMM/kmm
cc: Peter & Kerry Breen
F;IKATHYM\Breein;684\L.ot ANABH Septic.Permit Ext Act Ltr.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LAND USE PLANNERS
447 Old Boston Road (U.S. Route 1), Topsfield, MA 01983 978-887-8586 FAX 978-887-3480
Providing Professional Services Since 1978
www.nevemorin.com
i
i
The
Neve -Morin
Group, Inc.
November 23, 2010
Ms. Susan Sawyer, Health Director
Board of Health
1600 Osgood Street
North Andover, MA 01845
Re: Lot 6, 85 Ogunquit Road
Owner/Applicant: Peter & Kerry Breen
Dear Ms. Sawyer:
INOV 2 9 2010
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
On March 19, 2007 you approved the sanitary disposal system design for the above referenced
property, which was, due to expire. on March 19, 2010
As you know, the Economic Development Reorganization Bill, which was approved in August
2010, extended certain. permits in existence between August 2008 and August 2010; a septic
approval is one of those permits. Therefore, it is our understanding this permit is extended until
March 19, 2012.
Please confirm that this septic approval is hereby extended until March 19, 2012.
If you have any questions please do not hesitate to contact our office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
rv�, My �✓1
John M. Morin, PE
President, CEO ,
JMM/kmm
cc: Peter & Kerry Breen _ ......... ;
F:\KA'rHYM\Breen 684\Lot 6\NABH Permit.Ext Act Ltr.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS LAND USE PLANNERS
447 Old Boston Road (U.S. Route 1), Topsfield, MA 01983 978-887-8586 FAX 978-887-3480
Providing Professional Services Since 1978
www.nevemorin.com
PRINTED BY: Pamela DelleChiaie - PLEASE LEAVE IN PRINT-OUT TRAY....... THANK YOU.
DelleChiaie, Pamela
From: Sawyer, Susan
Sent: Wednesday, December 01, 2010 10:12 AM
To: DelleChiaie, Pamela
Cc: Grant, Michele; Rillahan,
Subject: Ogunquit and other its
Attachments: 2010113016234 49.pdf; Ogunquit lots 1,2,6 12.1.10.doc
Pam, Please look over the letter to John and print 7o ruse approvals are good until 2013! I just wrote one
letter, we can copy and place it in all three folders.
Also
This is important/interesting to all,
This is the first request we have had regarding the Economic Development Reorganization Bill passed by the
legislature.
I attached the Q&A that we got from legal. It basically says that any permit "issued or in force" relating to site
development, during the period August 2008 and August 2010 is automatically extended for 2 years.... And it is
automatic. No letter is really needed, but John Morin asked specifically for Breen so that is why I wrote my
letter.
So this means to us that primarily septic system permits, and others I can't think right now are extended 2 years.
I hope we can remind each other as this comes up. It will be rare, but we can help each other and the public.
Thx
Susan
Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal
offices and officials are public records. For more information please refer to:
http://www.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
I OF I
DelleChiaie, Pamela
THE PERMIT EXTENSION ACT
NOVEMBER 2010
FREQUENTLY ASKED QUESTIONS
/0/9,// a� P/ —
,/We/ //Z
WHAT IS THE PERMIT EXTENSION ACT?
The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010. The
purpose of this act is to promote job growth and long-term economic recovery and the Permit
Extension Act finrthers this purpose by establishing an automatic two-year extension to certain
permits and licenses concerning the use or development of real property. With limited
exceptions, the Act automatically extends, for two years beyond its otherwise applicable
expiration date, any permit or approval that was "in effect or existence" during the qualifying
period beginning on August 15, 2008 and extending through August 15, 2010.
WHAT TYPES OF APPROVALS ARE INCLUDED IN THIS ACT?
The Act applies to regulatory approvals issued by local, regional or state entities that concern the
use or development of real property. "Approval" is defined broadly to include any permit,
certificate, license, certification, determination, exemption, variance, waiver, building permit, or
other approval or determination of rights, and any order, except for enforcement orders.
DOES THIS EXTENSION APPLY ONLY TO STATE -ISSUED PERMITS?
No, this extension applies to all qualifying permits issued by any municipal, regional, or state
entity.
THE ACT REFERS TO A LIST OF STATUTES. DOES THE ACT COVER APPROVALS UNDER OTHER
STATUTES?
Yes. While the definition of "Approval' includes a particular list of statutes, it is not an exclusive
list of all statutes affected by this Act. As such, the Act applies to all regulatory approvals
concerning the use or development of real property, except those expressly exempted.
ARE ANY TYPES OF APPROVALS EXEMPTED FROM THIS STATUTE?
Yes. The following approvals are expressly exempted and therefore are NOT covered by the Act:
■ Permits or approvals issued by the Federal government, or by a state agency issued pursuant
to federal law
■ Permits issued under sections 20 to 23 of Chapter 40B
■ Hunting, fishing and aquaculture approvals issued by the Division of Fisheries and Wildlife
under Chapter 131
• Enforcement orders.
ARE PRE -DEVELOPMENT ACTIVITIES CONSIDERED APPROVALS?
No. Use or development of real property concerns buildings or structures, or site work
specifically associated with the development of buildings or structures, rather than pre -
development activities such as oil or hazardous material cleanup. Even though such actions may
be deemed a precondition to making real property suitable for use or development, pre -
development activities that are independently undertaken outside of the context of a larger
development project are not covered by the Act.
THE PERMIT EXTENSION ACT
NovEMBER 2010
DOES THIS STATUTE APPLY TO PROPERTY RIGHTS GRANTED TO THIRD PARTIES TO USE STATE
OWNED PROPERTIES?
No. The Act does not apply to the property rights issued by the Commonwealth in its role as a
landowner and as such does not apply to easements, leases, licenses for the use of property
(except to the extent that a license may authorize the use or development of property, such as in
the case of a license issued under Chapter 91 or a curb cut permit), and/or conservation or
agricultural restrictions.
IS THE 2 YEAR EXTENSION AUTOMATIC?
Yes. The two year extension authorized by the Act is automatic, meaning it occurred by
operation of law. Neither the permit holder nor the issuing agency needs to take action to
implement the extension.
DOES A PERMIT OR APPROVAL EXTENDED BY THE ACT REQUIRE ANY FURTHER REVIEW?
No, unless the permit or approval by its terms called for such further review when in effect
during the qualifying period. Permits or approvals issued prior to the qualifying period and in
effect at any time during the qualifying period, and permits or approvals issued during the
qualifying period have completed review and are valid for two additional years from the original
date of expiration.
WHAT IS THE NEW EXPIRATION DATE?
The new expiration date is two years from the date that otherwise marked the end of the lawful
term of the permit or approval. For example, a permit that expired on September 1, 2009 is now
revived and will expire on September 1, 2011.
ARE ISSUING AGENCIES REQUIRED TO ISSUE WRITTEN NOTICES OF EXTENSION TO APPROVAL
HOLDERS?
No. The Act does not require issuing agencies to provide written notice of extension and an
approval holder does not need written notice of extension of its permit or approval. However, an
issuing agency may post a general notice of the Act on its website and may issue a standard
notice of extension eligibility to approval holders who request a document for financing or other
purposes.
DOES THE ACT APPLY TO BUILDING PERMITS?
Yes. Any building permit issued or in effect between August 15, 2008 and August 15, 2010 has
been extended by two years from the date on which the permit was otherwise set to expire.
DOES THE ACT APPLY TO MASSACHUSETTS ENVIRONMENTAL POLICY ACT (MEPA)
DECISIONS, CERTIFICATES OR WAIVERS?
Yes. Certificates issued pursuant to MEPA are specifically listed in the definition of "Approval'
included in the Act. Therefore, Certificates that were issued or were in effect between August
15, 2008 and August 15, 2010 will have two additional years before a "Lapse of Tune" will have
occurred triggering either a Notice of Project Change or a new Environmental Notification Form
(See 301 CMR 11.10).
2
THE PERMIT EXTENSION ACT
NOVEMBER 2010
ASIDE FROM THE TWO YEAR EXTENSION, HAS THE PERMITTING OR CONSTRUCTION PROCESS
OTHERWISE BEEN CHANGED BY THE ACT?
No.
WHAT IF I SUBMITTED AN APPLICATION FOR A PERMIT DURING THE QUALIFYING PERIOD, BUT
IT WAS NOT ISSUED UNTIL AFTER THE PERIOD HAD PASSED?
The permit does not qualify for extension. The Act only extends permits that were issued or
already in effect at any point (e.g., even for one day) during the qualifying period.
WHAT IF A PERMIT WAS ISSUED BY A BUILDING OFFICIAL DURING THE QUALIFYING PERIOD,
BUT NEVER PICKED UP BY THE APPLICANT?
If the permit was issued and never revoked, it qualifies for the extension regardless of whether it
was ever picked up.
WHAT IF I RECEIVED A PARTIAL BUILDING PERMIT DURING THE QUALIFYING PERIOD, BUT NOT
A PERMIT FOR THE REST OF THE PROJECT?
Only the permit that was issued or already in effect is eligible for the two year extension. For
instance, if a foundation permit was issued during the qualifying period, but other permits for the
remainder of the project were issued outside of the qualifying period, only the foundation permit
is extended. No approvals or permits that were not either issued or already in effect during the
qualifying period are eligible for automatic extension.
DOES THE ACT APPLY TO A PERMIT THAT EXPIRED DURING THE QUALIFYING PERIOD?
Yes, the Act revives and extends any permit or approval that was valid during the qualifying
period of August 15, 2008 through August 15, 2010. For instance, a permit that expired on July
1, 2009 is now revived and set to expire on July 1, 2011.
DOES THE ACT APPLY TO A PERMIT OR APPROVAL THAT WAS NOT DUE TO EXPIRE UNTIL AFTER
THE QUALIFYING PERIOD?
Yes, The Act provides an additional two years to the original "lawful term of the permit" or
approval. If a permit or approval was due to expire on September 1, 2011, it will now
automatically expire on September 1, 2013.
DOES THE ACT APPLY TO A PERMIT THAT HAD AN EXPIRATION DATE THAT FELL WITHIN THE
QUALIFYING PERIOD BUT HAS BEEN ADMINISTRATIVELY CONTINUED PAST AUGUST 15, 2010,
PURSUANT TO A TIMELY APPLICATION FOR RENEWAL?
Yes. The Act applies to any permit or approval valid during the qualifying period and extends
the permit or approval two years in addition to the "lawful term of the approval."
DOES THE ACT EXTEND THE TERM OF A PERMIT THAT WAS REVOKED DURING THE QUALIFYING
PERIOD?
No. The Act applies to permits or approvals that were "in effect or existence" during the
qualifying period. Any permits or approvals that were revoked or denied an extension during the
qualifying period were not in effect or existence for the purposes of this Act. The Act expressly
preserves an issuing agency's authority to suspend or revoke an approval in accordance with the
terms of approval itself, or the authorizing statute or regulations.
C
ME
THE PERMIT EXTENSION ACT
NOVEMBER 2010
DOES THE ACT APPLY TO A PERMIT THAT EXPIRED PRIOR TO THE QUALIFYING PERIOD, BUT
WHICH HAD BEEN EXTENDED BY THE ISSUING AGENCY?
Yes, provided the extension resulted in the permit being "in effect" during the qualifying period;
if the permit application was pending but not granted during the qualifying period it was not "in
effect or existence" for purposes of the Act. For example, a permit that was set to expire on
January 31, 2007, but which was lawfully extended for three years by the issuing authority (until
January 31, 2010), would now be set to expire on January 31, 2012.
IF MY PERMIT WAS EXTENDED BY THE AGENCY DURING THE QUALIFYING PERIOD, SUCH THAT I
HAD TWO VALID PERMITS FOR THE SAME PROJECT, ARE BOTH EXTENDED?
While both permits may technically be extended, they would run concurrently, such that the two
year extension on the second permit would be the controlling and relevant deadline. For
example, if your permit were due to expire on August 15, 2009, and you applied for and received
a one year extension until August 15, 2010, your new permit deadline would be August 15, 2012.
CAN AN AGENCY REVOKE OR SUSPEND A PERMIT OR APPROVAL TO AVOID THE 2 YEAR
EXTENSION?
No. An issuing agency must have an independent reason authorized by the terms of the permit,
the statute or the regulation to revoke or to suspend a permit.
DOES THE ACT REVIVE PERMITS THAT EXPIRED DURING THE QUALIFYING PERIOD WHERE A
REQUEST FOR AN EXTENSION OR RENEWAL WAS ALREADY DENIED?
Yes. The Act only preserves certain rights of an agency to suspend or to revoke an approval.
Even if an extension had been previously denied, the permit or approval is revived by the Act.
However, a permitting authority retains its rights to revoke or modify a permit to the extent
authorized permitted by the underlying permit, statutory or regulatory authority.
CAN THE ISSUING AGENCY CONDITION THE'EXTENSION TO CORRECT PROBLEMS, ERRORS,
AND/OR PROJECT CHANGES SINCE THE PERMIT EXPIRED?
No. The extension is automatic and no conditions can be placed on the extension. The Act
automatically changes the expiration date of a qualifying approval. Any work that takes place
under an extended permit or approval must conform to the existing performance standards.
However, an issuing agency may modify the conditions of the extended permit or approval if the
underlying statutory or regulatory authority would allow such modification.
CAN THE ISSUING AGENCY MODIFY A PERMIT OR APPROVAL TO CORRECT PROBLEMS, ERRORS,
AND/OR PROJECT CHANGES SINCE THE PERMIT EXPIRED?
Yes. The Act preserves the issuing agency's authority to modify an approval if the underlying
statutory or regulatory authority would allow a modification to correct problems, errors, or
project changes. Any work that takes place under an extended permit or approval must conform
to performance standards otherwise applicable to the permit as originally granted or previously
extended.
CAN THE ISSUING AGENCY TAKE ENFORCEMENT ACTION TO ADDRESS NONCOMPLIANCE?
Yes. The Act upholds the issuing agency's enforcement authority.
4
Q -
THE PERMIT EXTENSION ACT
NOVEMBER 2010
DOES THE ACT AFFECT MITIGATION THAT WAS REQUIRED AS A CONDITION OF MY PERMIT?
No. Any and all conditions that applied to the permit or approval extended by the Act contintue
to apply.
IS ANYTHING OTHER THAN THE EXPIRATION DATE OF MY PERNIIT OR APPROVAL CHANGED BY
THE ACT?
No. A permit or approval is subject to the same substantive terms that applied when it was
issued by the agency, except that any interim deadlines established by the permit are extended
for two years. Permits or approvals can be modified under the same terns that were originally
contained in the permit or approval or that are authorized by the underlying statute or
regulations.
IF WORK UNDER A PERMIT OR APPROVAL REQUIRES OTHER PERMITSs ARE THEY ALSO
AUTOMATICALLY EXTENDED?
If such permits or approvals are covered by the Act and were issued or already in effect during
the qualifying period, they would also be extended.
IF AN APPROVAL HOLDER IS IN VIOLATION, DOES THE ACT EXTEND THE PERMIT OR APPROVAL?
Yes, but the issuing agency can take appropriate enforcement action if a violation has occurred.
The Act does not alter other substantive provisions of the permit or approval, or the authority of
the issuing agency under which it was issued.
WHAT IF A PERMIT WAS ISSUED DURING THE QUALIFYING PERIOD BUT IS NOW PENDING
ADMINISTRATIVE APPEAL?
A permit or approval that was pending adjudicatory appeal during the qualifying period is not
extended because it is not a final permit or approval and as such is not "in effect or existence."
However, if the administrative appeal that prevented the permit or approval from taking effect
was resolved and a final permit was issued during the qualifying period, it is a permit in effect or
existence and is entitled to the two year extension.
WHAT IF A PERMIT LAVAS ISSUED DURING THE QUALIFYING PERIOD BUT IS NOW PENDING
JUDICIAL APPEAL?
As with any permit pending judicial appeal, it is subject to the.court's ultimate decision. If a
permit that would qualify for the extension is pending appeal, and the court upholds the permit,
the permit will qualify for an extension. There is no need for an extension if the court invalidates
the permit.
WHAT IF A PERN111T WAS ISSUED DURING THE QUALIFYING PERIOD BUT WAS APPEALED TO
COURT AND THE COURTS DECISION UPHOLDING THE PERMIT WAS NOT ISSUED UNTIL AFTER
THE QUALIFYING PERIOD?
Because the permit was issued during the qualifying period, it was in effect or existence during
the qualifying period and qualifies for an extension.
5
+r '
THE PERMIT EXTENSION ACT
NOVEMBER 2010
IS THERE ANY REASON WHY A PERMIT OR APPROVAL EXTENDED PURSUANT TO THE ACT
WOULD NOT BE ELIGIBLE FOR FUTURE EXTENSIONS PURSUANT TO THE STATUTES AND
REGULATIONS THAT APPLY TO THAT PERMIT OR APPROVAL?
No. Such permits would be subject to any substantive provision of the underlying statutes or
regulations.
CAN All' APPROVAL HOLDER REFUSE AN EXTENSION?
No. If the Act applies to a permit or approval, it is automatically extended. However, an
approval holder can surrender its approval under the same terms and conditions of that permit or
approval that it could absent the Act.
WHAT EDITION OF THE STATE BUILDING CODE (780 CMR) IS A PROJECT PROCEEDING UNDER
AN EXTENDED PERMIT SUBJECT TO?
A project should proceed in accordance with the edition of the State Building Code under which
the permit was issued.
UNDERSTANDING THAT CHAPTER 40B PERMITS ARE EXEMPT FROM THIS ACT, ARE THE NON -
40B PERMITS ASSOCIATED WITH A 40B PROJECT (SUCH AS WETLANDS PERMITS, ETC.
EXTENDED?
Yes. Only permits issued under sections 20 to 23 of Chapter 40B are not extended. All other
permits associated with the project are extended.
ARE OR PAYMENTS OR THE CLAWBACK OF ZONING INCENTIVE FUNDS EXTENDED?
No. The Act applies only to the use or development of real property and does not extend Chapter
OR incentive payments.
6
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Public Health Department
Community Development Division
March 19, 2007
Kerry & Peter Breen
770 Boxford Street
North Andover, MA 01845
RE: Wastewater System Plan for Ogunquit Road Lot 6, May 90A, Lot 6
Dear Mr. & Mrs. Breen,
The North Andover Board of Health has completed review of the onsite wastewater treatment
and dispersal system design plans for the above referenced property submitted on your behalf by
The Neve -Morin Group dated January 12, 2007 and received by this office on February 8, 2007.
The design has been approved for use in the construction of a new onsite wastewater system.
This approval is valid for three years from the date of this letter and during this time a licensed
septic system installer must obtain a permit and complete this work, and a Certificate of
Compliance must be endorsed by the installer, designer and the Town of North Andover.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design
plan and/or soil evaluation, the originally issued Disposal System Construction Permit is
void, installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit (3 10 CMR 15.020(1).
2. It is the responsibility of the applicant and/or the applicant's designer, 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.
3. The location of the soil absorption system is to be marked in the field by the designer
prior to commencement of construction.
1600 Osgood Street HEALTH DEPARTMENTPage 1 of 2
Building 20; Suite 2-36 E -Mail: healthdept@townofnortltandover.com
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
4. A plan or sketch is to be provided by the designer to this office indicating the location of
elevation of two benchmarks to be used for construction prior to issuance of a Disposal
System Construction Permit
Your effort to provide a properly functioning onsite wastewater treatment and dispersal system
for your property is greatly appreciated. The Health Department may be reached at 978-688-
9540 with any questions you might have.
Isann Sawyer, REHS
Public Health Director
Encl: List of licensed installers
cc: The Neve -Morin Group
File
Plan Review Letter Approval Ogunquit Road Lot 6 page 2 of
he
Neve -Morin
ATn
Group, Inc.
January 29, 2010
Ms. Susan Sawyer
Public Health Director
1600 Osgood Street
North Andover, MA 01845
Re: Lot 6, 85 Ogunquit Road
Dear Susan:
FEB - 3 ZQ1Q
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
On March 19, 2007 your Department issued an approval letter for the sanitary disposal system
located at the above referenced property; this is due to expire on March 19, 2010.
At this time we are asking that you extend the approval for one year, until March 19, 2011.
If you have any questions please do not hesitate to contact our office.
Sincerely,
THE NEVE-MORIN GROUP, INC.
`7 ff ' r1k . /li fe.
John M. Morin, PE
President, CEO
JMM/kmm
cc: Peter Breen
F:\KATHYM\Breen 684\Lot 5\NABH Septic Approval Ext Req.doc
ENGINEERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LAND USE PLANNERS
447 Old Boston Road (U.S. Route 1), Topsfield, MA 01983 978-887-8586 FAX 978-887-3480
Providing Professional Services Since 1978
www.nevemorin.com
Public Health Department
Community Development Division
March 19, 2007
Kerry & Peter Breen
770 Boxford Street
North Andover, MA 01845
RE: Wastewater System Plan for Oguncluit Road Lot 6, May 90A, Lot 6
Dear Mr. & Mrs. Breen,
The North Andover Board of Health has completed review of the onsite wastewater treatment
and dispersal system design plans for the above referenced property submitted on your behalf by
The Neve -Morin Group dated January 12, 2007 and received by this office on February 8, 2007.
The design has been approved for use in the construction of a new onsite wastewater system.
This approval is valid for three years from the date of this letter and during this time a licensed
septic system installer must obtain a permit and complete this work, and a Certificate of
Compliance must be endorsed by the installer, designer and the Town of North Andover.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design
plan and/or soil evaluation, the originally issued Disposal System Construction Permit is
void, installation shall stop, and the applicant shall reapply for a new Disposal Systems
Construction Permit (3 10 CMR 15.020(1).
2. It is the responsibility of the applicant and/or the applicant's designer, 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.
3. The location of the soil absorption system is to be marked in the field by the designer
prior to commencement of construction.
1600 Osgood Street HEALTH DEPARTMENT Y-' � 2
Building 20; Suite 2-36 E -Mail: healthdept@townofnorthandover.com Page 1 of 2
North Andover, MA 01845 Phone: 978.688.9540
Fax: 978.688.8476
4. A plan or sketch is to be provided by the designer to this office indicating the location of
elevation of two benchmarks to be used for construction prior to issuance of a Disposal
System Construction Permit
Your effort to provide a properly functioning onsite wastewater treatment and dispersal system
for your property is greatly appreciated. The Health Department may be reached at 978-688-
9540 with any questions you might have.
S san Y. Sawyer, REHS
Public Health Director
Encl: List of licensed installers
cc: The Neve -Morin Group
File
Plan Review Letter Approval Ogunquit Road Lot 6
Page 2 of 2
Sep eu ud i t : jea NUR 1 H HNIJUVLK U7068HU542 p-2
J.AR 0
` BOARD OF HEALTH
NORTH ANDOVER, MASS. 01845
978-688.9540
APPLICATION FOR SOIL TESTS
2/24/04 Lot 6 Map 90A, Parcel 75
DATE: AP &PARCEL:
Lot 9 Map 105A, Parcel 24
LOCATION OF SOIL TES S: L o t s 6& 9 0 u n u i t Road
OWNER: Peter & Ke een TEL.NO.: 978-687-7774
ADDRESS: 770 Boxford Street, North Andover
ENGINEER: The Neve -Morin Group, Inc-TEL.NO.: 978-887-8586
CERTIFIED SOIL EVALUATOR: Greg H o c h m u t h
Intended use of land: Residential Subdivision
Is This:
Repair testing Undeveloped lot testing
In the Lake Cochichewick Watershed? Yes
Single Family Home Commercial
X Upgrade for addition
No X
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 $425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests
required for each disposal area. Fee of $360.00 per lot for repairs or upgrades.
GENERAL INFORMATION
1. Onlv Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans.
3. At least two deep holes and two percolation tests are required for each septic system disposal area.
4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of testing.
6. Within 45 days of testing, a scaled plan (no smaller than t"-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.
Phare nn Nnt WritPBwldw 'Mae i.ino A A
N.A. Conservation Commission Approval:
Datc Received:
Check Amount: Chcek Date:
JIC-
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RECEIVC ` l
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AUG 2 4TOWN OF NORTH I I
l
HE�ALTH DE
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Page 1 of 1
DelleChiaie, Pamela
From: Lisa LeVasseur [lisal@millriverconsulting.com]
Sent: Monday, September 19, 2005 10:21 AM
To: Sawyer, Susan; amcbrearty@millriverconsulting.com; DelleChiaie, Pamela;
dano@millriverconsulting.com
Subject: soil test dates
Hi there,
The following soil tests are scheduled:
00t
5& 9 gunquit eptember 20, 9:00 a.m.
6 Penni Lane, September 28, 9:00 a.m.
Thanks!
Lisa
Lisa LeVasseur
Mill River Consulting
Your Complete Source for Onsite Wastewater Management
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.com
9/19/2005
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