HomeMy WebLinkAbout2015-09-01 Street Acceptance Correspondence 6
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CONSERVATION DEPARTMENT
(omnunlly aad Emiot-ak Dovelopmenl Division
April 11, 2019
Messina Development Co, Inc..
c/o Robert Messina
277 Washington Street
Groveland, MA 01834
RE: (DEP#242-1655 & Wellington Way)
Dear Mr. Messina,
Enclosed you will find the original Certificate of Compliance(COC) (WPA Form 813)for the
above referenced property. Please record the COC with the revised Operations and Maintenance
Plan at the Northern Essex Registry of Deeds and provide the Conservation Department with
proof of recording. Once the proof of recording is received the department will process a bond
release (if applicable),
If you have any additional questions or concerns regarding this document please contact the i
Conservation Department.
Sincerely,--__..._ ry�
Jaime i Ian
Conse,v tion Department Assistant
Town of North Andover
120 Main Streot,Norlh Andover,Mossadusells 01845
Phone 978,688,9530 Fox 978.668,9542 Welr www,northandoverrna,gov
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LlMassachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8B — Certificate of Compliance 242-1655
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
A. Project Information t
E
Important:
When filling out 1. This Certificate of Compliance is Issued to:
forms the
computer,
r,use Messina Development Co. Inc. /Robert Messina
only the lab key Name
to move your 277 Washington Street
cursor-do not
use the return Mailing Address
key. Groveland MA 01834 I
cityfrown State Zip Code
«+ 2. This Certificate of Compliance is issued for work regulated by a final Order of
Conditions or Order of Resource Area Delineation Issued to:
Messina Development
rrNn Name
Dated
at DEP File Number k
3. The project site is located at: G
f
Wellin ton North Andover
Street Address City£rown
105C 22
Assessors Map/Plat Number ParcellLot Number
The final Order of Conditions or Order of Resource Area Delineation was recorded at
the Registry of Deeds for:
Messina Development Co, Inc.
Property Owner(if different)
Northern Essex 14144 28
County Book Page
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Certificate
4. A site Inspection was made in the presence of the applicant, or the applicant's agent,
Date {`
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wparrm8b.doc rev.8/17117 WPA Form 8B,Cadincate or compliance Page i or 3
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Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands DPP He Number:
WP.A, Form 8B — Certificate of Compliance 242-1655
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DDP 3
B. Certification
Check all that apply:
® Complete Certification: It Is hereby certified that the work regulated by the
above-referenced Order of Conditions has been satisfactorily completed.
P
❑ Partial Certification: It is hereby certified that only the following portions of work
regulated by the above-referenced Order of Conditions have been satisfactorily
completed.The project areas or work subject to this partial certification that have
been completed and are released from this Order are:
❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the
above-referenced Order of Conditions never commenced. The Order of
Conditions has lapsed and Is therefore no longer valid. No future work subject to
regulation under the Wetlands Protection Act may commence without filing a new
Notice of Intent and receiving a new Order of Conditions.
® Ongoing Conditions:The following conditions of the Order shall continue:
(Include any conditions contained In the Final Order, such as maintenance or
monitoring, that should continue for a longer period),
Condition Numbers:
80
❑ Order of Resource Area delineation: It is hereby certified that the wetland
resource area delineation for the above-referenced Order of Conditions has been
satisfactorily completed
C. Authorization
Issued by:
Town of North Andover lo
Conservation Commission Date of Issuance
This Certificate must be signed by a majority of the Conservation Commission and a
copy sent to the applicant and appropriate DEP Regional Office (See
htt ://www,mass. ov/eea/a a ies/massde labouticontacts/).
Signatures:
7 I
wperrmft.doo rev.BMW WPA Form OB,Certificalo of ComPHRM0 Pago 2 of 3
ILIMassachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands DEP File Number:
WPA Form 8B -- Certificate of Compliance 242-1665
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
D. Recording Confirmation
The applicant is responsible for ensuring that this Certificate of Compliance is recorded in
the Registry of Deeds or the Land Court for the district in which the land is located.
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Detach on dotted line and submit to the Conservation Commission.
.-•_.-------------._.-----
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Conservation Commission
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Please be advised that the Certificate of Compliance for the project at:
E
i
Project Location DEP File Number
I
Has been recorded at the Registry of Deeds of:
County
for.,
Property owner
and has been noted in the chain of title of the affected property on:
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Date Book Page
If recorded land, the instrument number which Identifies this transaction is:
If registered land, the document number which Identifies this transaction is:
Document Number
Signature of Applicant
wpafrm8b.doo.rev.8117117 wPA Form 60,CarMT010 of ComplleMO P800 3 of 3
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Wellington Woods j
Wellington Way,Nortb Andover Mass.
Pollution Prevention and
Operations and Maintenance Plan -Post Construction Phase
Date: ,Tune 265 2015,Rev 8/10/15, rev 10/15/18
OWNERSHIP AND RESPONSIBILITY
1.1 Stormwater Mana ement S stein Owners:
The owners of the land (Messina Development, and any successors)on which the
stormwater management systems are located shall he the owners of the systems.
If and when the Town of North Andover accepts the roadway,utilities, and open
space parcel, the town shall own the stormwater management system components
that lie within the roadway right-of-way and drainage easements.
1.2 Parties Responsible for Operation and Maintenan_cc:
If and when the Town of North Andover accepts the roadway and utilities,the
town or a Home Owners Association will be responsible for the operation and
maintenance of the stormwater management system components that lie within
the roadway right-of-way and drainage casements
STORMWATER MANAGEMENT CONTROLS
The purpose of this section is to identify the types of best management practices (BMPs)
1.3 Permanent Erosion Control Practices
A list of best management practices(BMPs) is included as Table l; a number of
the BMPs listed have been developed to serve as post-construction storm water
controls. Refer to Attached Figure for locations of BMP's to be maintained
Table 1
BEST MANAGEMENT PRACTICE MAINTENANCE
BEST DRAINAGE MAINTENANCE-
MANAGEMENT AREAS RE,SPONSIB
P RACTICC -ILITY
Drains r-oadway-3P Permanent/ inspect two sitnes per year.Mow if required,In isle fait and
Detention) t p Y q
Infiltration Pond �`6P I�IOA spring,Remove leaves and sediment
Infiltration Basin LOT 3 Permanent/ Inspect two times per year,Mow if required. In late fall and
Hone owner spring.Remove leaves and sediment
Catch Basin with Roadway Permanent/ Inspect nnonthty first year and as indicated in section 3,U
SNOUT TNA
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Wellington Woods
Wellington Way,North Andover Mass.
Pollution Prevention and
Operations and Maintenance Plan-Post Construction Phase
Date: June 26,2015,Rev 8/10/15,rev 10/15/18
Grass basin Permanent/
Pand 7 Lot 4 Lots 4 and 7 Horne Owner Maintained as Lawn
Pond S--Lot 5
Grass Treatment roadway Petntattent/ Inspect two times per year.In late fall and spring.Remove
swales AI0'tg HOA leaves and sediment
SedimeutaEiots All I ennanent/ Inspect after every major storm in the first few manihs
Forebay FIOA after construetion to ensure proper stabilization,and
function. Thereafter,inspect annually. Perform repairs as
necessary.
Infiltration Cut-De-Sac Permatent/ Inspect through inspection pores each spring,If not standing
/Detention Pond HOA water system is functioning.
(Chambers) If sediment has accumulated flush chambers and remove
water with a vacuum truck i
2.0 CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND
LOCAL REGULATIONS
This Operation and Maintenance Platt reflects the storm water management requirements
of the Town of North Andover and the Commonwealth of Massachusetts, as well as the
requirements of the US EPA's National Pollutant Discharge Elimination System I
(NPDES)permit. There are no other applicable State or Federal requirements for
sediment and erosion site plans (or permits) or storin water management site plans (or
permits).
3.0 INSPECTION AND MAINTENANCE OF STORMWATER
MANAGEMENT CONTROLS:
3.1 Post-Construction:
The following maintenance schedule for stormwater controls shall be established
in accordance with Table 1 of this plan.
3.1.1 Grass Treatment Swales and forebays
-Remove sediment fi-om treatment swales twice per year.
-After construction,the treatment swales shall be inspected
annually, in the spring, for the failure or erosion of sidcslope
embanlunents, and for accumulated sediment.Necessary sediment
removal, earth repair, and/or reseeding will be performed
immediately upon identification. Disposal of the accumulated
sediment must be in accordance with applicable local,state,and
federal guidelines and regulations.
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Wellington Woods
Wellington Way,North Andover Mass.
Pollution Prevention and
Operations and Maintenance Plan -Post Construction Phase
Date: June 26, 2015,Rev 8/10115,rev 10/15/18
-The grass on the swale sidestopes should be mowed, and grass
clippings,organic matter, and accumulated trash and debris
removed,at least twice yearly during the growing season,
3.1.2 Catch basins with SNOUT
Maintenance Recornniendations:
- Monthly monitoring for the first year of a new installation after the
site has been stabilized.
- Measurements should be taken after each rain event of.5 inches or
more, or monthly, as determined by local weather conditions.
Checking sediment depth and noting the surface pollutants in the
structure will be helpful in planning maintenance,
- The pollutants collected in SNOUT equipped structures will consist
of floatable debris and oils on the surface of the captured water,and
grit and sediment on the bottom of the structure.
It is best to schedule maintenance based on the solids collected in
the sump.
- Optimally,the structure should be cleaned when the sump is half Rill
(e.g. when 2 feet of material collects in a 4 foot sump,clean it out).
- Structures should also be cleaned if a spill or other incident
causes a larger than normal accumulation of pollutants in a
structure.
Maintenance is best done with a vacuum truck.
All collected wastes must be handled and disposed of according to
local environmental requirements.
To maintain the SNOUT hoods themselves, an annual inspection of
the anti-siphon vent and access hatch are recommended. A simple
flushing of the vent,or a gentle nodding with a flexible wire are all
that's typically needed to maintain the anti-siphon properties.
Opening and closing the access hatch once a year ensures a lifetime
of trouble-free service.
3,1.3 Infiltration/Detention Pond (Chambers)
Infiltration Chambers should be inspected annually.The
inspection will entail viewing the bottom of the chambers
through the monitoring ports to determine if the units are
draining properly. Water should not be standing in the
chambers 72 hours after a storm.
3.1.4 Detention/Infiltration Area
-Remove sediment twice per year.
-After construction,the Infiltration/Detention Area shall be
inspected annually, in the spring, for the failure or erosion of
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Wellington Woods
Wellington Way,Nortli Andover Mass.
Pollution Prevention and
Operations and Maintenance Plan -Post Cokistruction Phase
Date: June 26,2015,Rev 8/10/15,rev 10/15/18
sideslope embankments, and for accumulated sediment. Necessary
sediment removal, earth repair,and/or reseeding will be performed
immediately upon identification. Disposal of the accumulated
sediment must be in accordance with applicable local, state, and
federal guidelines and regulations.
1
3.1.5 Snow Removal and Storage
Snow will be plowed from roadway onto shoulder and the swales
Snow from the driveways shall be plowedinto swales and onto the
lots. All snow from impervious surfaces shall be plowed to
adjacent vegetated pervious surfaces to melt and recharge into the
ground or run off into the stormwater system for treatment. If
snow piles on site become too large to accommodate additional
plowed snow they should be removed from the site; snow shall
never be plowed onto adjacent properties or into adjacent resource
areas.
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3.1.5 De-Icing and Sanding {
De-icing compounds shall be used sparingly and only in
areas required for the safety of the public. Sanding of the
driveways and walks should also be kept to a minimum; if
sanding is required the best management practices listed in i
this plan should be inspected immediately after the winter
and, if needed, accumulated sediment from sanding shall be
removed.
3.2 Estimated Operations and Maintenance Budge
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Any opinions of probable project cost or probable construction cost provided by
Christiansen&Sergi, Inc, are made on the basis of information available to
Christiansen&Sergi,Inc and on the basis of Christiansen&Sergi,Inc's
experience and qualifications,and represents its judgment as an experienced and
qualified professional engineer. However,since Christiansen&Sergi,Inc has no
control over the cost of labor,materials,equipment or services furnished by
others,or over the contractor(s)methods of determining prices, or over
competitive bidding or market conditions, Christiansen&Sergi, Inc does not
guarantee that proposals,bids or actual projcct or construction cost will not vary
from opinions of probable cost Christiansen &Sergi, Inc prepares.
3.2.1 Grass Treatment Swales and forebays (2 time/yr.)
3.2.1.1 Excavator—Ghrs @$100/hr
3.2.1.2 Disposal-$500
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Wellington Woods
Wellington Way,North Andover Mass.
Pollution Prevention and
Operations and Maintenance Plan - Post Construction Phase
Date: June 26,2015,Rev 8/10/15,rev 10/15/18
Subtotal -$2200/year
3,2.2 Catch Basins
3.2.2.1 Engineer 4 lit @$150/1u•. (1 time/yr.)
Subtotal -$600
3.2.3 Grass basins on Home owner lots—no cost
3.2.4 DetentionAnfiltration Areas (2 tunes per year) 1P,3I', and GP
3.2.4.1 Excavator--4hrs @$100/lir
3.2.4.2 Disposal -$500
3.2.4.3 Engineer—2hrs@$150/hr(once per year)
Subtotal-$2100/year
Total Annual Estimated Operating Budget: $4,900/year
4.0 ILLICIT DISCHARGES
Recording of this lnsttutnent constitutes agreement by the Owner and Operator of
the facility that no stormwater discharges other than those outlined on this plan
are allowed for this site.
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TOWN OF NORTH ANDOVER
OFFICE OF
TOWN COUNSEL
120 MAIN STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Suzanne P,Egad TEL. (978)794-1709
Town Coumel FAX(978)688-9556
segati@iiort)iaiidoveriiia.gov
To: North Andover Planning Board
From: Suzanne P. Egan, Town Counsel
Date: April 16, 2019
Re: Wellington Way,Street Layout and Acceptance
With regard to the layout and street acceptance request for Wellington Way, all legal
documents including the deeds for the street, open space, and instruments conveying easements
have been reviewed and satisfy the requirements of the North Andover Subdivision Regulations
and Massachusetts General Laws.
However, the Assistant Director of the Department of Public Works/Town Engineer, in
his April 16, 2019 memorandum, concludes that all necessary work on the berms in the right of
way have not been satisfactorily constructed, Additionally, the Planning Department has
concluded that the bank of the right of way has not been stabilized with vegetation,
Section 255-5,11 of the Subdivision Rules and Regulations provide that the applicant is
responsible for the maintenance of the streets from the edge to edge of the right of way until the
street is accepted as a public way.
Please be aware that laying out and accepting a street as a public way has the legal effect
of transferring the burden,risk, and liability for completing the street, such as making the repairs
noted by the Planning Department and the Department of Public Work, to the Town, regardless
of whether a bond is provided or sufficient to cover the cost and liability of making those repairs,
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CONSERVATION DEPARTMENT
Community & Economic Development Division
MEMORANDUM
DATE: April 16, 2019
TO: Planning Board
Eitan Goldberg, Chairman
TROM: North Andover Conservation Commission
Jennifer Hughes, Conservation Administrator
SUBJECT: Wellington Way----Street Acceptance
The Conservation Commission issued an Order of Conditions for the subdivision known as Wellington
Woods under DEP File#242-1655. On April 10, 2019, the North Andover Conservation Corntnission
voted to issue a Certificate of Compliance for the project. The Commission has required that the
Developer, Mr. Messina continue the process of certifying Vernal Pools on site. He has engaged a
wetland scientist and this work is ongoing.
If you have any questions or need any additional information,please do not hesitate to contact me.
120 Main Street,Nortli Andover,Massachusetts 01845
Phone 978.688.9530 Fax 978.688.9542 Welr www.norlhoiidoverina.gov
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DwgNo.7403EC07.034
COMMUNITY AND ECONOMIC DEVELOPMENT DIVISION
Building Conservation Health Planning Stevens Estate Zoning
MEMORANDUM
Date: April 16, 2019
To: Eitan Goldberg, Planning Board Chairman
From: Monica Gregoire, Staff Planner
Subject: Wellington Way Street Acceptance
On April 91h,April 151h and April 16th the Planning Staff visited the Wellington Woods
Subdivision to review the roadway as well as modifications,proposed by the Project Engineer,
approved by the Town Engineer and signed off by the Staff Planner, to remedy infiltration
system deficiencies in the cul-de-sac and lot 5 consisting of the following items;
• The installation of Stoinitech SC-310 Chamber Infiltration system designed to improve
stormwater infiltration within the cul-de-sac;
• The construction of a 1 foot deep by 2 foot wide crushed stone trench in lieu of
constructing Pond 8P located on Lot 5 (45 Wellington way);
• The regrading, loaming and seeding of the lot 8P pond;
• The construction of berms at the beginning of the driveways at Lot 4 (#51 Wellington),
Lot 5 (#45 Wellington), and Lot 6 (# 37 Wellington).
During the site visit on April 9th, Planning was able to observe the functionality of the
stormwater infiltration within the cul-de-sac following a .45"rain event which took place on
April 8, 2019. The erosion along the roadway and within the drainage swales located along the
edge of the roadway has since been corrected with loom and seed,however, these areas are not
stabilized. Due to the following outstanding issues, Planning recommends the following
corrections prior to street acceptance:
• Planning staff should visit the site after at least one (1) additional rain events of.5"-1" or
greater in order to view the drainage within the Wellington Way center island,
Planning Staff visited the site on April 15'h after a.78" rain event and observed that the
cul-de-sac infiltration system had functioned pr operly.
120 Main Street,North Andover,Massachusetts 81845
Phone: 978.688,9535 Fax: 978.688.9542 www.nortliandoverma.gov
• The Wellington Way cul-de-sac,45 Wellington Way(Iot 5), and areas abutting the
roadway has been repaired loaned and seeded, however,these areas are not stabilized.
The Staff Planner should visit the site to confirm stabilization;
Planning Staff visited the site on April 15"' and April 16th and observed that grass had
started to grow with in the cul-de-sac and areas abutting the roadway, however this area
is not stabilized. The rnodifred pond(Pond 8P) located at 45 Wellington sway is starting
to grow grass as well, but this area is not stabilized. The Staff Planner should visit the
site to confirin stabilization.
• Loom and seed has been added at the site entrance and along the roadway; however,
these areas are not stabilized.
Please see pictures below. These aeas treed to be stabilized.
• The asphalt berms located on lots 4, 5 and 6 should be repaired as they are breaking
apart.
Planning Staff visited the site on April 16"' and observed that the berms had been.
repaired. However, we defer to the Town Engineer as to whether the repair was done
statisfactorily.
• The asphalt is cracked in front of the 37 Wellington Way driveway and should be
repaired.
Planning Staff visited the site on April 16"' and observed that the crack had been.
repaired. However, we defer to the Town Engineer as to whether the repair was done
statisfactorily.
• The Operations and Maintenance Plan for the Stormwater System(the O&M Plan) was
revised in 2018,however, the Special Permit Decision and Declaration of Trust reference
the O&M Plan dated June 26,2015,Revised to August 10, 2015. Planning recommends
that the applicant resolve this in a manner that ensures that both current and future
homeowners are made aware of their maintenance obligations.
Planning Staff approved an Insubstantial Change which reflects the revised Post
Construction secion of the Operations and Maintenance Platt which is to be recorded at
the Registry of deeds.
• Planning requires a final revised stamped as-built plan,roadway profile and street Layout
Plan to be submitted. These plans must be submitted both in digital and paper formats.
The Applicant has provided copies of the revised stamped as-builtplan, roadway profile
and street Layout Plan.
120 Main Street,North Andover,Massachusetts 01845
Phone: 978,688,9535 Fax: 978.688.9542 www.northandoverma.gov
The Planning Department is available to work with the applicant to resolve these issues. Please
contact me if you have any questions.
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120 Main Street,North Andovor,Mossathusetts 01845
Phones 978.688.9535 Pax: 978.688.9542 www.noriliondoverma.gov
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CHRISTIANSEN & SE'RGI, INC.
CS1 PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA01830
tel:978-373-0310 www.csr-engr.r m fax 078-372-3960
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July 10, 2017
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
r
Re: #52 Wellington Way 4 ,
Lot 2
i
` Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 2,#62
Wellington Way substantially comply with the plans approved by the Planning Board
and as modified through the septic system design and site plan approval process.
Very truly yours,
Christiansen&Sergi, Inc.
i
Philip G.Christiansen
C.C. Rinds
i
CHRIS TIA SE SERGI, INC. �!
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csi-engncom fax 978-372-3960 i
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i
May 30, 2017
E
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #53 Wellington Way
Lot 3
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 3
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Christiansen &Sergi, Inc.
Philip G. Christiansen
GIG. R.Messina
I
E
Apekv CHRISTIANSEN & SERGI, INC.
PROFESSIONAL. ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www,csl-ongr.com fax 978-372-3960
November 3, 2016
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #51 Wellington Way
Lot 4
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 4
substantially comply with the plans approved by the Planning Board.
Very truly yours,
Christiansen & Sergi, Inc.
Philip G. Christiansen
C.C. R.Messina
i
I
i
Messina Development Company,Inc., hereby gives permission to Anthony Aliberd and Anna Allbertl to
construct an in ground swimming pool according to town setbacks and drawings/plan submitted to the
North Andover Town Planner.
Messina Development Company, Inc.
cma Ali
by
Marylee Messina
Dated 6/5/17
1
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CHRIS TIA NSEN & SERGI, INC. j
CS1 PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01836
tel:978.373-0310 www.csl-engr,com fax 978-372-3960
j
i
February 15, 2018
North Andover Planning Board
Town of North Andover Planning Department j
1500 Osgood Street
North Andover, MA 01845
Re: #45 Wellington Way
Lot 5
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval Issued
by the Planning Board, I hereby certify that the building and site layout on Lot 5
substantially comply with the plans approved by the Planning Board. E
f
i
Very truly yours, !!
Christiansen &Sergi, Inc. I
Philip G. Christiansen i
3
I
C.C. R.Messina
1
1
APO T jp�y� N i
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 SUMMER STREET,HAVERHILL,MA 01830
tel:978-373-0310 www.csl-engr,com fax 978-372-3960
July 5, 2017
North Andover Planning Board
Town of North Andover Planning Department
1600 Osgood Street
North Andover, MA 01845
Re: #37 Wellington Way
Lot 6
Dear Planning Board members:
In accordance with the Conditions of the Definitive Subdivision Plan Approval issued
by the Planning Board, I hereby certify that the building and site layout on Lot 6, #37
Wellington Way substantially comply with the plans approved by the Planning Board.
Very truly yours,
Christiansen & Sergi, Inc.
Philip G. Christiansen
C.C. R. Messina
i
4/2/2019 Town or North Andover Mail-Wellington Way
Not 1
., ANbtoV � Jean Enright <jenright@northandoverma.gov>
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Wellington Way
Jennifer Hughes <jhughes@northandoverma.gov> Tue,Apr 2, 2019 at 9:30 AM
To:Jean Enright<jenright@ north andoverma.gov>
Cc: John Borgesl <jborgesi@northandoverma.gov>, Monica Gregoire <mgregoire@northandoverma.gov>
My understanding is that the applicant's consultant will be Investigating the vernal pools this week. Has seed been
Installed? If not maybe the applicant should consider sod?The commission has this on the agenda next for April 10.
Jennifer A.Hughes
Conservation Administrator
Town of North Andover
120 Main Streot
Forth Andover, MA 01845
Phone 978,688.9630
Fax 978.688.9542
Email jhughes@northandoverma.gov
Web www,nortliandoverma.gov
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TOWN OF NORTH ANDOVER
DIVISION OF PUBLIC WORKS
384 OSGOOD STREET
NORTH ANDOVER, MASSACI-IUSETTS 01845-2909
JIM STANFORD
DIRECTOR
,lolut J. Borgesi, PE Telephone (978) 685-0950
Dhvelor of'Eugineering 'y, !„wa Fat 975) 588-9573
April 2, 2019
Messina Development, Co., Inc.
277 Washington Street
Groveland, MA
North Andover, MA 01845
Dear Mr. Messina:
Upon performing a site visit on April 1, 2019, the Division of Public Works has reviewed the Wellington
Way Subdivision and the punch list items identified In the DPW letter dated March 19, 2019. Based on our
site visit the majority of the punch list items have been addressed and the street construction including
utilities have been substantially completed, with the following minor seasonal items that remain to be
finished:
1. The top course of asphalt is cracking in front of the driveway of house #37. In addition, the asphalt
berm installed at the edge of the driveway looks to have not been properly rolled after placement
and is now falling apart. These items need to be addressed;
2. Similarly the asphalt berm at the edge of the driveway in front of house#45 also appears to have
not been rolled after placement and is breaking apart. This item needs to be addressed; and
3. The center island infiltration system has been installed however the DPW has not seen how the
system functions after multiple (at least 2) storm events. In addition the area is not permanently
stabilized.
It is our recommendation that the Planning Board hold the subdivision bond for the remaining items and
the continued maintenance until such time as Town Meeting has accepted (or rejected in favor of private
ownership) the roadway.
Please do not hesitate to call if you have any questions.
Sincerely,
John J. Borgesi, PP Timothy J. Willett
Town Engineer Operations Manager
CC: Jean Enright, Planning Director
Jim Stanford, Public Works Director
TOWN OF NORTH ANDOVER
DIVISION OF PUBLIC WORKS
384 OSGOOD STREET
NORTH ANDOVER, MASSAC11USETTS 01845-2909
JIM STANFORD
DIRECTOR
Jo6rr1.1 Borges!, PG r„ Telephone (978) 685-0950
Direelor uf'Engineering Frra (978) 688-9573
March 1, 2018
Messina Development, Co., Inc.
277 Washington Street
Groveland, MA
North Andover, MA 01845
Dear Mr. Messina;
The Division of Public Works has reviewed the Wellington Way Subdivision and has compiled the
following punch list of items:
1. A final as-built plan has not been submitted for review;
2. The top course of pavement has not been installed;
3. It appears that the curb-stop on Lot 1 needs to be lowered to grade; and
4. It appears that there are areas of the shoulder that have not been final graded and I
stabilized.
These items need to be completed before the bond can be released and the,street accepted.
Sincerely,
1
John J. Borgesi, PE Timothy J. Willett
Town Engineer Operations Manager
CC. Jean Enright, Planning Director
Jim Stanford, Public Works Director