HomeMy WebLinkAboutComplete Special Permit Application - Application - 0 BERRY STREET 8/19/2026 CC000O & Asso0AT S
ARCHITECTS
August 19, 2026
Town of North Andover Zoning Board of Appeals
Attn; Scott Vandewalle
Building Commissioner&
Zoning Enforcement Officer
120 Main Street
North Andover,MA 01845
RE: Town of North Andover-North Andover Fire Station 3
Special Permit Application
Assessor Map 108,Parcel 10
Berry Street/Turnpike Street
North Andover,MA 01845
Mr.Vandewalle and Board Members,
On behalf of the Town of North Andover,we would like to present the proposed Fire Station 3 to
the Zoning Board of Appeals, for approval of a special permit for building use. The proposed site is
identified by the Assessor's map Plat 108,Parcel 10. The parcel is approximately 21,300 acres and
situated primarily in an Industrial district(13)zone except for the western most end of the property
which is identified as Residential district(R2). The site,which is owned by the town, is currently a
combination of wetland,vegetation and open space with recreational fields located to the North/East
part of the site(Sharpners Pond Fields). These fields will not be disturbed and the path that connects to
the field from Berry Street will be addressed by the Town under a separate project. The proposed Fire
Station will be situated within this R2 zone at the corner of Berry Street and Turnpike Street(Route
114),which will give emergency response teams the ability to provide better coverage and quicker
response times to the southern end of North Andover.
The proposed building is a one-story, 10,000 sf building(including a mezzanine at the apparatus
bay),type VB construction. The highest roof ridge of the building is 34'-0"A.F.F.The 5 bay Apparatus
building will be a pre-engineered steel structure(6300sf)and the remaining portion of the building
which will provide support space for the firefighters will be wood framed construction and designed to
meet the 2025 Massachusetts energy stretch code(225 CMR 23.00). The building will be fit out with
full mechanical,electrical,plumbing, fire protection and fire alarm systems.The Station will have a
communications tower and antenna mounted to the building which will not exceed the 65' height
allowance per Zoning Bylaw Chapter 195; Article 7.4.B &D.
Per Zoning Bylaw Chapter 195; Article 4.2.J; Public/Service buildings may be allowed in the R2
zone by special permit. This proposed development meets all other zoning requirements.The only relief
that we are requesting is for Special Permit for Building Use.
Included with this application is the narrative for site design by Level Design Group(LDG)
(07/22/26)and Wetlands report by Pare Engineering(11/07/25),which further explains the site
conditions,wetlands and support for the request of zoning approval. This project is also currently under
review with the Planning Review Board and Conservation Commission.
1085 Park Avenue, Cranston, RI 02910 % 7 401.942.7970 F 40i.942.7975 - www.sa-architects.com
Enclosed,please find the following:
1. Checklist for application
2. (12) 11x17 copies of permit application package
3.Full size copy of site plans
4. Certified Abutter List and required abutter notification mailing envelopes
5.USB Drive with PDF Copies of all submission material.
Municipal Charges form and associated Special Permit filing fees have not been included with this
package,as this is a Town-owner and funded project. Saccoccio&Associates has also been instructed
not to include postage for the abutter notifications,as the Town will provide required postage for
notifications.
If there are any questions about the permit application or if additional copies of the submission are
needed,please do not hesitate to ask.
Best R9gards, N
� � a
Katie rHamel
Project anager,
Saccoccio&Associate Architects
W65 Park Avenue, Cranston, RII 029W w T 40L942.7 '70 F 40L942_79'75 w ww,sa-arcIvkects.com
Instructions:
• Prepare a complete package of the following documents (in the order listed)which needs to be
checked by the Zoning Assistant rp for to filing with the Town Clerk. Call 978.688.9541 to set up
an appointment
• Once checked by the Zoning Assistant, create twelve (12)total packages and email a complete
copy to the Zoning Assistant at t,NTn..a. .!�_ei.l...(.D..N f..!'.:t!'.2.N �f.Y.
• Submit one original and eleven (11) copies to the Town Clerk.The Clerk will time-stamp the
packages and keep the original. Bring the 11 time-stamped copies to the Zoning Assistant.
Documents: (please place in the order listed below) Enclosed Confirmed
(checked by (checked by
applicant Mln¢assistant
1. Applicable Permit Application (Special Permit, Variance, Finding) ❑ �� lll,lll°"`
2. Signed Zoning Bylaw Review Form (you will receive this from the Inspector ❑ 111Iii1111u111111'1^
of Buildings
3. Building Permit Application ❑
El
4. Plan of Land (a Certified Plot Plan from a Registered Land Surveyor, (RLS), ❑ uuulullul"`
must be 11 x 17 or 17 x 22 (drawn to scale 1/4" = 1 foot-use 40 scale), and
must include the Zoning Table. All changes outlined in fired
5. Floor Plans (four(4) elevations and plans, all floor plans, existing and ❑ 111JR111111111111,
proposed)
6. Abutters List(certified copy from Assessor's Office) (MGL 40A, §11) El
muulluul1"`
7. Deed of the Land ❑ 1111112111111111111,
8. Letter of Authorization (needed if someone other than homeowner is filing ❑ 11111211111111111,
the application or if someone other than applicant is speaking at the public
hearing on their behalf)
*Any miscellaneous letters,pictures,etc.that you may like to submit. Please provide 12 copies for each
of the packages and 1 electronic file
Bring the following to the Zoning Assistant:
1. Filing Fee(s) made payable to the Town of North Andover ❑ ❑
2. Postage Fee(s) for certified/return receipt mailings for all on Abutters List, ❑ ❑
plus Applicant, based on current USPS rates. Made payable to the Town of
North Andover
3. Create four(4)sets of address mailing labels for each Abutter on list El
(including Applicant), along with envelopes
4. Envelopes to mail the Decision with first class postage stamps for each ❑ ll]111,1111111"
abutter,applicant, plus seven (7) stamps for neighboring towns
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in summary, i3drig tl.mc fnllnwhig to tl.ulc 'Snmrhig Asslstant at :1.20 MaM Street:
l..lmume stamped packages, :1.:1. copes (U,ii e odghrinl tlrmre stamped copy stays wltlm tl.ulc..l""own CWc o
1. copy of tl.ulc comp tc package to be cr aHed t tirrt . ��6 .�
........................
2 check (flrd and postage fees, each made paynrctotl.ulc ..m....u...........w.....
, u y irirrtn. ..w.g y
Town of North Andover)
0 4 sets of addiiress Wlrel U:1.,"]I1( 2, 15 8") addressem':l'l:o allwpm mt°1:eit , dl„ipficant
:1 set of envOrmp e (3 per abutter to rm°mnll d''ie decWon) (will,°ul ��1r t Class ll����''orever postage stamps)
***************************************************************************************
You will receive a Ills egnl Ad with instructions from the Zoning Assistant when all the above documents are
submitted to the Zoning Assistant.""l°"l°°mc Alrlrllcant is responl llrlc to bdrig t"fie Ills egnl Ad to tl°ulc Ill;ndlc°"l"°dbune
in n tlrmrcly manner. This Legal Ad must appear in the paper twice(instructions will be given to applicant
with the ad). Please feel free to call me with any questions at 978.688.9541.
Thank you, rerr6,Mcce.W44 Zoning Assistant
P '
TOWN
�� wilding/ oninc� Department
NORTH
120 Main St.
ANDOVER North Andover, MA 01845
MASSACHUSETTS
Zoning Denial Letter; Bylaw S. 195
The Application for a Building Permit is hereby DENIED based upon the following review;
Date: 8/19/26
Project Address: 4 Berry Rd Map/Lot: 108/10
Applicant: Town of North Andover
name address
email
PROJECT INFORMATION
Scope of Work: To construct Fire Station#3
Permit No.: N/A Application Date:
Zoning District: R2 Overlay District:
Current Use: none Proposed Use: fire station
Structure Conformity: Use Conformity:
Documents Reviewed see file
DIMENSION (per Table2) REQUIRED PROPOSED STATUS
Lot Size 43560
Height
Frontage
Setbacks(F/S/R)
FAR Ratio
Lot Coverage
USE(per Table 1) APPLICABILITY APPLICABILITY
Art.4 Permitted Uses Applicable Ch. 110-Historic District Not Applicable
Art.6 Signs Not Applicable
Art.8 Supplementary
Regulations Not Applicable Dover Use-ADU Not Applicable
Art,9 Nonconforming Not Applicable Dover Use-Farm
Art. 10 Administration Not Applicable Dover Use-Education
Art. 11 PPD Dover Use-Other
Page 1 of 2
Art. 12 Condo Conversion
Art. 13 Retirement care Administrative Appeal
Art, 14 Elderly Housing
REMEDY AND ACTIONS
Relief Required Special P it Relief provided by Zoning Board
Detail.ofRelief Per 195-4.2 (J)A special Permit shall be reguiredto place a Public Building with an R2 Zone.
The above reviewed and attached explanation of such is based on the plans and information submittted within the permit application or other request.
wn definitive ew and/or by the applicant serve to
provide definitive answers tot ea ove reasons for DENIAL.
Any ina acies, | other Applicant shall uo grounds for this review mbo
The Buildi /Zonin e rt entshat retain all plans and documntation for the above file.
cc:NAFD,IN PD,Conservation,Planning, Health,DPW
cc:Zoning Board,EounDevDirector
4 Berry Rd
Page omo
PAGE 2 OF 4
NORTH ANDOVER ZONING BOARD OF APPEALS application for a SPECIAL PERMIT
Please complete all items 1-10 below:
1. Petitioner: *Name, *Address and telephone number:
Town of North Andover
120 Main Street
North Andover, MA 01845 978-688-9500
*The petitioner shall be entered on the legal notice and the decision as entered above.
2. Owners of Land: Name, Address, telephone number, and number of years under this ownership:
Town of North Andover
120 Main Street
North Andover, MA 01845
978-688-9500
Years Owned Land:51 Years
3. Location of Property:
a. Street: Berry Street/Turnpike Street Zoning District: R2
b. Assessors: Map Number: 108 Lot Number: 10
c. Registry of Deeds: Book Number: 1266 Page Number:609
4. Zoning Bylaw Section(s)* under which the petition for the Special Permit is made.
Chapter 195 -Zoning Bylaws; Article 4: Buildings and Uses Permitted; Section: 4.2 Residence 1, 2, and 3 Districts;
J. Public Building and public service corporations(Special permit required), but not including public works garages.
Table 1: Summary of Use Regulations
*Refer to the Zoning Bylaw Denial and Plan Review Narrative form as supplied by the Building
Commissioner.
5. Describe the Special Permit request:
Request the construction of a new one-story, 10,000sf Fire Station with associated driveways, site grading, parking
area and utilities on the corner of Berry St and Turnpike Street. The site is located within the Residential 2 (R2) and
Industrial 3 (13) district with the proposed development located in the R2 portion of the parcel.
The above description shall be used for the purpose of the legal notice and decision. A more detailed description is required
pursuant to the Zoning Board Rules and Regulations as citied on page 4,of this application.
PAGE 3OF4
NORTH ANDOVER ZONING BOARD OF APPEALS application for a SPECIAL PERMIT
6A. Existing Lot:
Lot Area Open Space Percentage Lot Frontage Parking Minimum Lot Setback
Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear
927,825 927,825 0 % N/A
6B Proposed Lot(s):
Lot Area Open Space Percentage Lot Frontage Parking Minimum Lot Setback
Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear
927,825 917,825 1 % 257.76 18 41.8' 109.6' 79.5' 145.9'
(BERRY ST) (Turnpike St)
6C. Required Lot: (As required by Zoning Bylaw&Table 2)
Lot Area Open Space Percentage Lot Frontage Parking Minimum Lot Setback
Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear
43,560 N/A % 150 15 30' 30' 30' 30'
7A. Existing Building(s):
Ground Floor Number of Height Total Use of Number
Square feet Floors Sq.Feet Building* of Units**
N/A
*Reference Uses from the Zoning Bylaw&Tablc 1
**SLaLe number of uniLs inbuilding(s).
8. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this form,which is the official form of the Zoning Board of Appeals.
Every application shall be filed with the Town Clerk's Office. Tt shall be the responsibility of the petitioner to furnish all
supporting documentation with this application. The dated copy of this application received by the Town Clerk or the Zoning
Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for
filing and legal notification. Failure to comply with application requirements,as cited herein and in the Zoning Board Rules and
Regulations may result in a dismissal by the Zoning Board of this application as incomplete.
Signature:
�4
_ ,,ji
Type above name(s) here: Melissa Rodrigues, Town Manager
PAGE 2 OF 4
NORTH ANDOVER ZONING BOARD OF APPEALS application for a SPECIAL PERMIT
Please complete all items 1-10 below:
1. Petitioner: *Name, *Address and telephone number:
Town of North Andover
120 Main Street
North Andover, MA 01845 978-688-9500
*The petitioner shall be entered on the legal notice and the decision as entered above.
2. Owners of Land: Name, Address, telephone number, and number of years under this ownership:
Town of North Andover
120 Main Street
North Andover, MA 01845
978-688-9500
Years Owned Land:51 Years
3. Location of Property:
a. Street: Berry Street/Turnpike Street Zoning District: R2
b. Assessors: Map Number: 108 Lot Number: 10
c. Registry of Deeds: Book Number: 1266 Page Number:609
4. Zoning Bylaw Section(s)* under which the petition for the Special Permit is made.
Chapter 195 -Zoning Bylaws; Article 4: Buildings and Uses Permitted; Section: 4.2 Residence 1, 2, and 3 Districts;
J. Public Building and public service corporations(Special permit required), but not including public works garages.
Table 1: Summary of Use Regulations
*Refer to the Zoning Bylaw Denial and Plan Review Narrative form as supplied by the Building
Commissioner.
5. Describe the Special Permit request:
Request the construction of a new one-story, 10,000sf Fire Station with associated driveways, site grading, parking
area and utilities on the corner of Berry St and Turnpike Street. The site is located within the Residential 2 (R2) and
Industrial 3 (13) district with the proposed development located in the R2 portion of the parcel.
The above description shall be used for the purpose of the legal notice and decision. A more detailed description is required
pursuant to the Zoning Board Rules and Regulations as citied on page 4,of this application.
PAGE 3OF4
NORTH ANDOVER ZONING BOARD OF APPEALS application for a SPECIAL PERMIT
6A. Existing Lot:
Lot Area Open Space Percentage Lot Frontage Parking Minimum Lot Setback
Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear
927,825 927,825 0 % N/A
6B Proposed Lot(s):
Lot Area Open Space Percentage Lot Frontage Parking Minimum Lot Setback
Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear
927,825 917,825 1 % 257.76 18 41.8' 109.6' 79.5' 145.9'
(BERRY ST) (Turnpike St)
6C. Required Lot: (As required by Zoning Bylaw&Table 2)
Lot Area Open Space Percentage Lot Frontage Parking Minimum Lot Setback
Sq. Ft. Sq. Ft. Coverage Feet Spaces Front Side A Side B Rear
43,560 N/A % 150 15 30' 30' 30' 30'
7A. Existing Building(s):
Ground Floor Number of Height Total Use of Number
Square feet Floors Sq.Feet Building* of Units**
N/A
*Reference Uses from the Zoning Bylaw&Tablc 1
**SLaLe number of uniLs inbuilding(s).
8. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this form,which is the official form of the Zoning Board of Appeals.
Every application shall be filed with the Town Clerk's Office. Tt shall be the responsibility of the petitioner to furnish all
supporting documentation with this application. The dated copy of this application received by the Town Clerk or the Zoning
Board of Appeals does not absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for
filing and legal notification. Failure to comply with application requirements,as cited herein and in the Zoning Board Rules and
Regulations may result in a dismissal by the Zoning Board of this application as incomplete.
Signature:
�4
_ ,,ji
Type above name(s) here: Melissa Rodrigues, Town Manager
II � �� 1LEVEL
SPECIAL PERMIT APPLICATION
NORTH ANDOVER STATION 3
ASSESSOR MAP 108; PARCEL 10
BERRY STREET/TURNPIKE STREET
NORTH ANDOVER, MASSACHUSETTS
July 22,2026
Prepared By:
Level Design Group, L.L.C.
249 South Street, Unit 1
Plainville, MA 02762
Property Owner/Applicant:
TOWN OF NORTH ANDOVER
120 MAIN STREET
NORTH ANDOVER,MA 01845
LDG Project No.: 2455.00
249 S UV 11 N STI11:1l11..IE11 - LJIINH11 1 - II'.°:11.AINI\/Vd...111 II::.,NIA - 02 762 1 I13 508 695 2221 1 IF 50a3.695 2219 1 11 EV11DLJI)G.001
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TABLE OF CONTENTS
1. Copy of Site Plan Review— Special Permit Application
2. Copy of Special Permit Application (waiver request Zoning Bylaw Section §95-8-18)
3. Project Narrative
4. Aerial Photograph (GIS)
5. USGS Topographic Map (GIS)
6. Assessor Map (GIS)
7. Zoning Map (GIS)
8. FEMA FIRM Map (GIS)
9. NBESP Map (GIS)
10. Wetlands Map (GIS)
11. Water Resource Protection Map (GIS)
12. NRCS Soil Map
13. Record Deed
14. Certified Abutter List
15. Submitted Under Separate Cover
a. Engineered Site Plans and Architectural Renderings
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NARRATIVE TO SUPPORTA
SPECIAL PERMIT—SITE PLAN RE VIE WAPPLICA TION
NORTH ANDOVER STATION 3
ASSESSOR MAP 108;PARCEL 10
BERRY STREETI TURNPIKE STREET
NORTHANDOVER, MASSACHUSETTS
The Town of North Andover is proposing to construct a new fire station—North Andover Station 3- to
be located at the corner of Berry Street and Turnpike Street. The development will be located within a
2.0± Ac. section of an existing 21.3± Ac. Town-owned parcel identified as Assessor's Map, Parcel.
EXISTING SITE CONDITIONS
The development site is a 21.3± Ac. parcel owned by the Town of North Andover and is identified as
Assessor's Map 108, Parcel 10. The parcel is part of a group of town-owned parcels that includes the
Town recycling center and the soccer/baseball field (Sharpener's Pond Field). Access to the 21.3 Ac
development parcel is from an existing public parking area located off Berry Street. The development
area of the proposed Fire Station 3 includes approximately 2.0± Ac. of the 21.3± Ac. parcel and is the
primary focus of the development and stormwater management analysis. All surveys, wetland
delineations, studies, and reviews performed for the development of Fire Station 3 have been limited to
the 2.0± area at the intersection of Berry Street and Turnpike Street(Route 114), where the fire station
is currently proposed and will be referred to as the "development area."
The development area is located within an R2 - Residence 2 zoning district, with the remainder of the
Town-owned parcel being located in the I3.—Industrial Zoning District. The development area contains
an existing gravel driveway and parking area that is approximately 11,600± sf. The remainder of the
development area is primarily undisturbed except for a 10' wide gravel pathway, which connects to the
northerly side of the parking area, which is utilized as a walking path for visitors to access the fields
from the parking area, and as an emergency access for public safety vehicles to access the fields. The
development area is bounded by Berry Street to the east, Turnpike Street to the south, and residential
abutters to the North and West.
The gravel parking lot and driveway within the development area do not contain any formal stormwater
management infrastructure. Stormwater runoff from the gravel parking area flows unchecked and
untreated through a narrow wooded area between the parking area and the intersection of Berry Street
and Turnpike Street (Route 114), where the runoff is collected by catch basins, which are part of the
Turnpike Street(Route 114)drainage system. The remaining undeveloped portions of the site flow over
land toward the gravel parking area or towards a vegetated wetland located to the north of the gravel
parking area.
A vegetated wetland bordering the development area is located along its northerly side and includes a
potential ephemeral pool. For design and permitting, the potential ephemeral pool is assumed to be a
certified ephemeral pool, and the proposed development is to adhere to the Town's required no-build
and no-disturb zones surrounding the potential Ephemeral Pool. To the west of Berry Street is a second
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249 SOU S"'1"""1 ST 11:E 1" - U111 11"' 1 - F)11... ,llNVU 11 E.,NSA - 02762 1 13 508 595 2221 1 1° 508 6952219 1 111°.°, I::I 1.1V .COINA
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identified bordering vegetated wetland. This wetland is hydrologically connected to an unnamed
perineal stream via an 18"culvert running south under Turnpike Street(Route 114). The 200' Riverfront
Area from this perineal stream is present within the southwest corner of the development area. The
development area is located within a mapped Natural Heritage and Endangered Species Program —
Priority Habitats of Rare Species & Rare Wildlife Zone and will require permitting under the
Massachusetts Endangered Species Act(MESA)for a review of a possible habitat take.
The on-site soils within the area of the limits of the development are classified by the Soil Survey for
Essex County, Massachusetts:
254A-Merrimac fine sandy loam, 0 to 3 percent slopes—Hydraulic Soil
On-site test pits were performed on-site in the approximate locations of the proposed stormwater
management basin on November 13, 2025,by Nicola Facendola of Level Design Group. Mr. Facendola
is a Massachusetts-licensed professional engineer and Soil Evaluator (SE2819). The test pits confirm
HSG B soil conditions with loamy sand C layer material in the area of the proposed stormwater
management basins. The test holes showed no indicators of estimated seasonal high groundwater table
(ESHGWT), but refusal, being either ledge or very large boulders, was encountered between 60" 80".
Based on current MAGIS Mapping, the development site is NOT located in any of the following
environmentally sensitive areas:
Area of Critical Environmental Concern
FEMA Year Flood Zones (Zone A/AE)
Cold-Water Fisheries Resource
MADEP Wellhead Protection Areas—Zone 1 & Zone 2
Surface Water Supply Protection Areas—Zone A, Zone B, & Zone C
MADEP Surface Water Supply Watersheds
Outstanding Resource Waters
Subsurface Aquifer
Mass Historic Commission Inventory Area or Point
POST-DEVELOPMENT CONDITIONS
The Town of North Andover is proposing to construct a new fire station with a building footprint of
9,018± sf,including associated parking areas, driveways, utilities, and site grading. The public building
use will require a Special Permit from the Zoning Board of Appeals, as the proposed fire station
development area is located within an R-2 residential zoning district. The Special Permit for use will
be filed concurrently with the Site Plan Approval Special Permit, Stormwater Management Permit, and
Notice of Intent.
The fire station will have two driveways providing access to Berry Street. The northerly driveway is
25' wide and will provide access to the parking area for passenger vehicles, along with providing access
to the gravel pathway leading to the Sharpners Pond Fields. A second 72'-wide driveway will provide
access to the 5-vehicle loading bays, which will house the fire engines and ambulance, located at the
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249 SOU S"'1"""1 ST 11::::1" - U111 11"' 1 - F)11... ,l INVU 11 E.,NSA - 02762 1 13 508 595 2221 1 1° 508 69522,19 1 111°.°, I::I 1.1V .COINA
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fire station. The development site, located within the R-2 Residence District, includes approximately
2.0±Ac. of the 21.3±Ac. town-owned parcel, with the remaining 19.3±Ac. located in the I-3 —Industrial
Zoning District to remain in its current use at the town recycling center and Sharpners Pond Fields. The
development of the new fire station requires a site disturbance of 53,112± sf. (1.22±Ac.) for the
construction of the facility, which includes the proposed structure, parking areas, driveways, site
utilities, stormwater management system, and grading.
The proposed development of the new fire station includes installing a fully compliant stormwater
management system to treat stormwater runoff and mitigate peak runoff rates and volume while
maximizing groundwater recharge. resulting from the development. Stormwater runoff from
impervious driveways and parking lots is collected in deep-sump and hooded catch basins, which
provide adequate pretreatment for TSS removal. The runoff is directed to either an on-site infiltration
basin located in the northeasterly part of the development site or a bioretention basin located in the
southeasterly part of the development site. Rooftop runoff is collected from the building roof via
downspouts, which are connected to the roof drainage header pipes. Approximately 85% of rooftop
runoff is piped to the infiltration basin, while the remaining 15% of the roof area discharges to the
bioretention basin.
SPECIAL PERMIT - SITE PLAN REVIEW CRITERIA
The Special Permit— Site Plan Review Procedure and Requirements for Filing an Application for Site
Plan Review require that the following points be evaluated as part of the application.
Encouraging the most appropriate use of land;
The use of this portion of the Town-owned 21.3± Ac. is appropriate, given its frontage along Berry
Street, which provides safe access for emergency response vehicles to reach Turnpike Street, enabling
quick response times to calls in the southerly part of North Andover. The parcel is partially developed
with an existing 11,600±gravel driveway and parking area. Redevelopment of this portion of the parcel
will include a new paved access driveway leading to the Sharpener's Pond field access and will provide
a new stormwater management system that treats site runoff and maximizes on-site infiltration.
Preventing overcrowding of land;
The development area of the proposed fire station is 2.0± Ac. of the 21.3± Ac. of an existing Town-
owned parcel; this is one of multiple Town-owned parcels that make up the Sharpener's Pond Fields
and Cyr Recycling Center. The development will require a total and disturbance of 1.22 Ac. minimizing
impacts on the wetland, ephemeral pool, and riverfront buffer zone while providing the necessary site
parking, access, and utilities for the development of the fire station.
Conserving the value of land and buildings;
The development of the proposed fire station will conserve the existing value of surrounding land and
buildings. The site has been laid out so that all access to the site is off Berry Street, where a substantial
natural vegetated buffer exists between the driveway on Berry Street and Turnpike Street. This is where
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249 SOU S"'1"""1 ST 11:E 1" - U111 11"' 1 - F)11... ,l INVU 11 E.,NSA - 02762 1 13 508 595 2221 1 1° 508 69522,19 1 111°.°, I::I 1.1V .COINA
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most of the site activity will occur, with emergency response vehicles entering and exiting via this
driveway to access Turnpike Street. Additionally, buffers will be maintained around the perimeter of
the development adjacent to the existing residential parcels.
Lessening congestion of traffic;
The proposed fire station will have a minimal impact on existing traffic flow on Turnpike Street. The
fire station will have a full-time staff of 3-4 employees who commute to the facility outside the typical
peak-hour traffic times. When calls are being responded to, emergency vehicles will travel with their
warning lights and beacon on, and vehicles will be required to pull over for oncoming emergency
vehicles, in accordance with MGL Chapter 89, Section 7C, commonly known as the Move Over Law.
When fire trucks and ambulances return to the station, they will back into the dedicated garage spaces.
For larger fire engines, this reverse movement will require the truck to pull up Berry Street past the
driveway bay and then reverse into the garage space, which may cause a minor delay for vehicles
traveling along Berry Street while the large fire apparatus is being parked.
Preventing undue concentration of population;
The proposed fire station use will create an undue concentration of population based on its use
classification, building size, and anticipated full-time staffing of 3-4 full-time employees.
Providing adequate light and air;
The required clearing for the installation of the new fire station, driveway, parking area, and utilities
will create adequate space, allowing natural light and air to flow through the proposed fire station
development site.
Reducing the hazards from fire and other danger;
The proposed fire station will have a code-compliant sprinkler system installed throughout the structure,
reducing the risk of fire. A new fire hydrant will be installed along Berry Street to serve the proposed
fire station and the surrounding parcel. The construction of a new fire station at this location will greatly
benefit the surrounding community, enabling emergency services to respond to calls in this part of North
Andover more quickly and efficiently.
Assisting in the economical provision of transportation, water, sewerage, schools, parks, and other
public facilities;
The proposed fire station is a municipal use which will provide needed services to the public. There
will be no municipal fees paid to the town for transportation, water, sewerage, schools, or parks.
Controlling the use of bodies of water, including watercourses;
The proposed development does not include any provisions to control the use of bodies of water,
including watercourses.
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249 SOU S"'1"""1 ST 11::1::1" - U111 11"' 1 - F)II... ,l INVU 11 E.,NSA - 02762 1 13 508 595 2221 1 1° 508 69522,19 1 111°.°, I::I 1.1V .COINA
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Reducing the probability of losses resulting from floods;
The proposed development area is not within a mapped FEMA Flood Zone, which reduces the
probability of flood-related losses. The building is sited in the center of the development area, with the
site grade dropping on three of the four sides. The grade to the west of the building is higher than the
proposed building floor, and to accommodate this, graded swales will collect runoff from these areas to
direct flow around the structure to adjacent low-lying areas.
Reserving and increasing the amenities of the Town.
The construction of a new fire station at this location will greatly benefit the surrounding community,
enabling emergency services to respond to calls in this part of North Andover more quickly and
efficiently, increasing the amenities of the Town.
SPECIAL PERMIT CONDITIONS FOR APPROVAL
Zoning Bylaw Section § 195-10.7.A details"The special permit granting authority shall not approve any
such application for a special permit unless it finds that, in its judgment, all the following conditions are
met".
(a) The specific site is an appropriate location for such a use, structure or condition,-
The 2.0± Ac portion of the Town-owned 21.3± Ac. is an appropriate location for the proposed fire
station. The location has frontage along Berry Street, providing safe access for emergency response
vehicles to reach Turnpike Street quickly, enabling the fire department to respond quickly to calls in
the southerly part of North Andover. Proposed Fire Station 3 is approximately 5.0± miles from
existing Fire Station 2 and will provide a needed service for the more residentially occupied areas
of North Andover which are not adjacent to I-495 and Route 133.
(b) The use as developed will not adversely affect the neighborhood,-
The development of the proposed fire station will not adversely affect the neighborhood. The site
has been laid out with all access to the site off Berry Street, where a substantial natural vegetated
buffer exists between the driveway on Berry Street and Turnpike Street. This is where most of the
site activity will occur, with emergency response vehicles entering and exiting via this driveway to
access Turnpike Street. Additionally, natural vegetated buffers will be maintained around the
perimeter of the development adjacent to the existing residential parcels.
The parcel is partially developed with an existing 11,600sf± gravel driveway and parking area.
Redevelopment of this portion of the parcel will include a new paved access driveway leading to the
Sharpener's Pond field access and will provide a new stormwater management system that treats site
runoff and maximizes on-site infiltration. Naturally vegetated buffers will remain around the
northerly and westerly areas of the site. New street trees are proposed along Berry Street and
Turnpike Street where they will not interfere with the fire station's operation.
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249 SOU S"'1"""1 ST 11::1::1" - U111 11"' 1 - F)II... ,llNVU 11 E.,NSA - 02762 1 13 508 595 2221 1 1° 508 6952219 1 111°.°, I::I 1.1V .COINA
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(c) There will be no nuisance or serious hazard to vehicles or pedestrians;
There is currently no accessible pedestrian access along Turnpike Street or Berry Street at the
proposed facility's location. Turnpike Street (Route 114) is an 80' State Highway layout with a
posted speed limit of 45mph, single lanes traveling east and west, and a center turning lane. A 2'±
paved shoulder is provided outside the travel lanes with no dedicated curbing or sidewalks. State
Highways with this configuration do not promote or encourage pedestrian travel or access. Berry
Street is a variable with public right-of-way averaging 30'± in width with a 20'± paved two-way
lane. This portion of Berry Street contains no curbing or sidewalks with vegetation extending out
to the edge of the paved travel lanes.
Access to the proposed fire station garage bays will be via a large concrete driveway/apron along
Berry Street, providing access to the five drive-in garage bays that will house the fire engines and
ambulance. A separate driveway 20' north will provide access to the staff and visitor parking area,
and the driveway access has been incorporated into the layout to provide access to the Sharpener's
Pond Fields. The Berry Street/ Turnpike Street intersection is currently under stop control and is
proposed to remain as it currently exists. The intersection provides large sweeping radii in excess
of 25', which can accommodate large vehicle turning movements without needing to cross into
inbound traffic. The interior parking area contains bituminous curbing and concrete sidewalks which
provide direct access to the building entrance for employees and visitors.
(d) Adequate and appropriate facilities will be provided for the proper operation of the proposed use;
The proposed facility will include new connections to existing public water and sewer infrastructure
adequate for the facility's use, along with the installation of a new fire hydrant on Berry Street.
Interior garage trench drains will be routed through a gas and sand trap prior to connecting to the
existing sewer main located in Turnpike Street. A fully compliant stormwater management system
will be installed that treats stormwater runoff for pollutants while mitigating peak rates of runoff and
maximizing groundwater recharge.
(e) The special permit granting authority shall not grant any special permit unless it makes a specific
finding that the use is in harmony with the general purpose and intent of this bylaw.
The proposed use of the fire station is in harmony with the general purpose and intent of the Zoning
Bylaw. The proposed structure complies with all dimensional and setback requirements, and the
off-street parking area provides adequate parking and access for the use, which will benefit the
community, specifically southern North Billerica, by enabling more efficient emergency response
with the proposed location of the new fire station.
The development area of the proposed fire station is 2.0±Ac. of the 21.3±Ac. of an existing Town-
owned parcel; this is one of multiple Town-owned parcels that make up the Sharpener's Pond Fields
and Cyr Recycling Center. The development area is currently used as a gravel parking lot for the
Sharpener's Pond Fields, with access to the fields via an existing walk path/driveway through a
wetland area connecting the parking area to the fields. The development area is located at the
intersection of Berry Street and Turnpike Street, providing the fire department with quick, easy
access to Turnpike Street
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249 SOU S"'1"""1 ST 11:E 1" - U111 11"' 1 - F)11... ,llNVU 11 E.,NSA - 02762 1 13 508 595 2221 1 1° 508 6952219 1 111°.°, I::I 1.1V .COINA
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CONCLUSION
The development of the proposed fire station will improve the area and be a benefit to the Town of North
Andover. The proposed location off of Berry Street allows for quick and safe access for emergency
response vehicles to Turnpike Street(Route 114), enabling quick response times to calls in the southerly
part of North Andover. The limited building footprint and site appurtenances require a minimal site
disturbance of 1.22 Ac, maintaining existing open space and buffers to on-site resource areas, with
accommodations in place to maintain the existing access driveway/path which provides access to the
Sharpners Pond Fields.
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249 SOU S"'1"""1 ST 11::1::1" - U111 11"' 1 - F)II... ,l WH 11 E.,NSA - 02762 1 13 508 595 2221 1 1° 508 69522,19 1 111°.°, I::I 1.1V .COI\\
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WETLAND FIELD REPORT
PARE JOB NO.: 25185.00 LOCATION: Berry Street North Andover, MA
DELINEATION DATE: 11/06/25 WEATHER: 40°, Light Rain
REPORT DATE: 11/07/2025 PERFORMED BY: Gregory LaCroix,
Tyler Correia
DISCUSSIONS AND COMMENTS
Wetland resource areas in the vicinity of anticipated development in the western portion of Parcel 10 on the
North Andover Assessors Map 108.0 (the Property) were defined and delineated in accordance with the
Massachusetts Wetlands Protection Act Regulations (310 CMR 10.00, referred to as the Regulations), the
Town of North Andover Chapter 190 Wetlands Protection Bylaw and its promulgating Regulations (the
Bylaw), and the methodology specified in the publications entitled Massachusetts Handbook for Delineation
of Bordering Vegetated Wetlands (Jackson et. al., 2022) and The Regional Supplement to the Corps of
Engineers Wetland Delineation Manual: North Central and Northeast Region (U.S. Army Corps of
Engineers, 2012). Inspection and delineation of wetlands within was completed on November 6, 2025.
The Property is developed with a recycling center, athletic fields, and parking areas, while the remainder of
the property is forested. The Bay Circle Trail extends throughout the Property in an east-west orientation,
creating a connection between Sharpners Pond Road (east of the site) and Harold Parker State Forest. The
focus of the delineation was the westernmost portion of the Property,where a gravel parking area surrounded
by forest currently exists (the Site). The purpose of the delineation was to establish the limits of wetland
resource area boundaries and jurisdictional buffer zones or overlays that may impact future development in
this portion of the Property.
According to the most recent available MassGIS data, the site no Certified Vernal Pools, Wellhead
Protection Areas, Outstanding Resource Water (OWR) or Public Water Supply Watersheds are located
within close proximity of the property. Two Potential Vernal Pools (PVPs) are mapped on the property by
NHESP (PVPs 16221 and 16222). The property is located within Priority and Estimated Habitat(s) of Rare
Species and Wildlife (PH 1999) mapped by the Natural Heritage and Endangered Species Program
(NHESP). A Zone A Surface Water Protection Area extends onto the westernmost portion of the Property,
adjacent to the Berry Street and Turnpike Street (Rt. 114) intersection. According to the FEMA Flood
Insurance Rate Map for the Town of North Andover (Panel 25009CO239G, effective date July 8, 2025), the
property is primarily mapped as Zone K- Area of Minimal Flood Hazard. Therefore, there is no Bordering
Land Subject to Flooding located on the site.
Pink field flags were placed at appropriate intervals along the wetland/upland border and along the top of
bank of an intermittent stream channel. Primary parameters evaluated in wetland delineation included
vegetation, indicators of wetland hydrology, and hydric soil indicators. Primary parameters evaluated for in
bank delineation included first observable break in slope and high-water marks. Observed wetland
hydrologic indicators and soils are described in the following sections and within the attached Bordering
Vegetated Wetland Determination Forms. Wetland resource areas within the vicinity of the site include the
following: Bank,Land Under Water Bodies and Waterways, and Bordering Vegetated Wetland.
1 of 4
WETLAND FIELD REPORT
WETLAND DESCRIPTIONS
Perennial Stream
The most recent USGS Topographic Quadrangle for the area shows a stream that serves as a tributary to
Streams Pond, located south of Turnpike Road (within Harold Parker State Forest), as perennial and
therefore it is classified as a River with an associated 200-foot Riverbank in accordance with the 310 CMR
10.58. The mean annual high water mark of the stream, as delineated by bank flags S-1 through 5-14, is
defined in 310 CMR 10.54 as the top of Bank. 310 CMR 10.56 defines land downgradient of the mean
annual low water mark as Land Under Waterbodies and Waterways.
Although shown on the USGS Topographic Quadrangle as a perennial stream, it appears that the culvert that
discharges water to the stream from the B-series BVW is entirely covered on the south side of the roadway
and is not functional. As such, the stream is entirely dry through much of the delineated Bank and only
appears to hold water farther south and downgradient within the wetland system.It is likely that the perennial
designation could be overturned through the process outlined in 310 CMR 10.58(2)(a)l.d. However, if the
culvert that feeds the stream is uncovered,it may once again function as a perennial stream.
Flag series S-1 through 5-15 delineates the eastern bank of the stream extending south from the culvert
outlet. Flagging ended where the 200-foot Riverfront Area would no longer overlap with the project site. The
stream is located within a defined channel with earthen and boulder embankments along either side. As the
outlet was buried, the stream was dry with no apparent scour patterns seen within the channel due to the
buildup of leaf litter. Bank vegetation includes,but is not limited to,the following:
Common Name Scientific Name Indicator Status
American Elm Ubnus americans FACW
Shagbark Hickory Carya ovata FACU
Red Maple Acer rubrum FAC
Red Oak Quercus rubra FACU
Coastal Sweet Pepperbush Clethra alni olio FAC
Cinnamon Fern Osmunda cinnamomea FACW
Bordering Vegetated Wetlands
Three Bordering Vegetated Wetland (BVW) as defined in 310 CMR §10.55(2), were identified and
delineated in the vicinity of the site. An associated 100-foot Buffer Zone is offset from the BVW boundary.
Under the Bylaw, the BVWs receive 25-foot No Disturbance Zone offsets and 50-foot No-Build Zone
offsets. Each of the delineated BVWs are described below.
Wetland A
The A-series wetland is located northeast of the Site and is split in two sections by a walking path. Flag
series A-1 to A-10 delineates the wetland to the east of the path and A-100 to A-112 delineates the wetland
to the west of the path. A PVP is located within the interior of the A-1 series section of the BVW and is
described below. The BVW exists as a Red Maple swamp within a linear depression that extends east-west
2of4
WETLAND FIELD REPORT
between two forested slopes and the two portions of the wetland appear to be hydrologically during large
rainfall events. The wetland has a seasonally flooded hydrology within the PVP and a saturated hydrology
outside of the PVP. It appears that the wetland has a hydrologic connection through low-lying areas to a
larger wetland complex located to the north and is therefore considered bordering. Groundwater inputs are
the primary hydrologic source of the wetland, as impervious areas within its watershed and direct vicinity are
extremely limited. Soils within and around the BVW are extremely bouldery and therefore analysis of hydric
soil conditions was restricted. Wetland vegetation observed within the A and A-100 series BVWs included,
but is not limited to,the following:
Common Name Scientific Name Indicator Status
Red Maple Acer rubrum FAC
Green Ash Fraxinus pennsylvanica FACW
Shagbark Hickory Cap a ovata FACU
Common Winterberry Ilex verticillata FACW
Silky Dogwood Cornus ammonium FACW
Glossy False Buckthorn Fran ula alnus FAC
Sedges Carex s . Assume FACW or wetter
Ro al Fern Osmunda re alis OBL
Evergreen Wood Fern DI o teris intermedia FAC
Wetland B
Flag series B-1 to B-7 defines the southeastern limits of a BVW that exists across Berry Street from the Site,
in the northwest quadrant of intersection. The BVW receives flows from the northwest and is intended to
discharge to a culvert located immediately west of wetland flag B-7. However, the culvert inlet is elevated,
requiring ponding prior to discharge. In addition, the culvert outlet was not observed and the perennial
stream, delineated by S-series flagging, no longer appears to receive flows. The BVW is sparsely vegetated
in its interior which appears to be a result of frequent flooding and long periods of standing water, which is
also evidenced by water staining. As a result, the wetland has seasonally flooded hydrology. A PVP was not
delineated within the interior of the wetland as the wetland discharges to a stream and portions of wetland
appear to be flooded year round, therefore potentially support a fish population. The flagged wetland edge
follows the toe of a forested side slope and ends along the Turnpike Street roadway embankment. Wetland
vegetation includes,but is not limited to,the following:
Common Name Scientific Name Indicator Status
Red Maple Acer rubrum FAC
Red Oak Quercus rubra FACU
Shagbark Hickory Cap a ovata FACU
Green Ash Fraxinus pennsylvanica FACW
Slippery Elm Uhnus rubra FAC
Hi hbush Blueberry Vaccinium co> mbosum FACW
Silky Dogwood Cornus amomum FACW
Sweet Pepperbush Clethra alni olio FAC
Common Winterberry Ilex verticillata FACW
American Wintergreen Gaultheria procumbens FACU
3 of 4
WETLAND FIELD REPORT
Wetland C
Flag series C-1 through C-6 defines a BVW located in the southwest quadrant of the intersection, within
Harold Parker State Forest. This wetland system borders on the S-series stream, however only the closest
portion of the BVW to the site was delineated to establish the extents of offsets. The flagged wetland edge
follows a man-made drainageway northeast of a natural wetland area towards the intersection. Upgradient
limits of ditch are not included in flagged BVW as they do not support hydrophytic vegetation, hydrologic
indicators, or hydric soils. The BVW is seasonally flooded in its interior with saturated conditions along its
outer edges. The wetland exists as a Red Maple swamp with buttressing and water stained leaves. Wetland
vegetation includes,but is not limited to,the following:
Common Name Scientific Name Indicator Status
Red Maple Acer rubrum FAC
Red Oak Quercus rubra FACU
Shagbark Hickory Carya ovata FACU
White Pine Pinus strobus FACU
Coastal Sweet Pepperbush Clethra alni olio FAC
Common Winterberry Ilex verticillata FACW
Cinnamon Fern Osmunda cinnamomea FACW
Royal Fern Osmunda re alis OBL
Sedges Carex s . OBL
Potential Vernal Pool
The mean annual high water mark of a potential vernal pool located within the A-series wetland has been
delineated by PVP-1 through PVP-10 series wetland flags. The PVP should be considered a "Ephemeral
Poop' under the Bylaw, therefore receiving "Ephemeral Pool Habitat" which includes land that is located
within 100-feet of the PVP and is located within the BVW. At the site, the Ephemeral Pool Habitat includes
the remainder of the A-1 series BVW, outside of the PVP. According to section 2.4 of the Bylaw, the No-
Disturbance Zone associated with Ephemeral Pool Habitat is extended to 50-feet and the No-Build Zone is
extended to 75-feet. The delineated PVP includes the interior, depressed portion of the BVW. This area has
extremely sparse vegetation and water staining throughout as a result of the extended periods of inundation.
This area was not holding water on the day of the delineation due to the time of year, therefore no evidence
of vernal pool species was observed. Springtime investigations into the presence of vernal pool species
would be necessary to determine whether or not this area would qualify as a Certified Vernal Pool. The PVP
was by the Natural Heritage and Endangered Species Program on Mass Mapper.
GDL/TJC
Y:',JOBS\25 Jobs\25185.00 North Andover-Fire Station-MA\REPORTS\Wetlands\Delineation\Report\North Andover Fire Station Wetland Field Report.doc
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National Flood Hazard Layer FI RMette FEMA Legend
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MAP PANELS Unmapped
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\° an authoritative property location.
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digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA.This map
was exported on!! r __,-r 0_P- and does not
reflect changes or amendments subsequent to this date and
time.The NFHL and effective information may change or
become superseded by new data overtime.
This map image is void if the one or more of the following map
elements do not appear:basemap imagery,flood zone labels,
legend,scale bar,map creation date,community identifiers,
71°3'35 W 42°37'34"N FIRM panel number,and FIRM effective date.Map images for
0 250 500 ,000 ,500 2,QQQ et 1-6,000 unmapped and unmodernized areas cannot be used for
regulatory purposes.
Basemap Imagery Source:USGS National Map 2023
BORDERING VEGETATED WETLAND DETERMINATION FORM
Project/Site: North Andover Fire Station Feasibility Study City/Town: North Andover Sampling Date: 1116125
Applicant/Owner: Town of North Andover Sampling Point or Zone: ASUPLAND
Investigator(s):Gregory LaCroix,Tyler Correia Latitude/ Longitude:42.629790,-71.064620
Soil Map Unit Name:Charlton-Rock outcrop-Hollis complex,8 to 15 percent slopes NWI or DEP Classification: NIA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes=No Q✓ (If no, explain in Remarks)
Are Vegetation_�, Soil = , or Hydrology n significantly disturbed? (If yes, explain in Remarks)
Are Vegetation = , Soil = , or Hydrology = naturally problematic? (If yes, explain in Remarks)
SUMMARY OF FINDINGS—Attach site map and photograph log showing sampling locations,transects,etc.
Wetland vegetation criterion met? YesONo F Is the Sampled Area Yes= No i
Hydric Soils criterion met? YesONo ✓0 within a Wetland?
Wetlands hydrology present? Yes=No 0
Remarks, Photo Details, Flagging, etc.:
Linear wetland edge between two hill slopes. PVP located within wetland interior within low spots.
Bouldery side slope 10' upgraident of toe of slope.
HYDROLOGY
Field Observations:
Surface Water Present? Yes= No= Depth (inches)
Water Table Present? Yes= No= Depth (inches)
Saturation Present (including capillary fringe)? Yes= No= Depth (inches)
Wetland Hydrology Indicators
Reliable Indicators of Wetlands Indicators that can be Reliable with Indicators of the Influence of Water
Hydrology Proper Interpretation
=Water-stained leaves =Hydrological records Direct observation of inundation
=Evidence of aquatic fauna =Free water in a soil test hole Drainage patterns
=Iron deposits =Saturated soil El Drift lines
=Algal mats or crusts =Water marks Scoured areas
=Oxidized rhizospheres/pore =Moss trim lines El Sediment deposits
linings
=Thin muck surfaces =Presence of reduced iron = Surface soil cracks
=Plants with air-filled tissue =Woody plants with adventitious = Sparsely vegetated concave
(aerenchyma) roots surface
=Plants with polymorphic leaves =Trees with shallow root systems = Microtopographic relief
=Plants with floating leaves =Woody plants with enlarged = Geographic position (depression,
=Hydrogen sulfide odor Ienticels toe of slope, fringing lowland
Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available):
This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according
to the applicable regulatory provisions.
Form Revised July 2023
Sampling Point A5 UPLAND
VEGETATION-Use both common and scientific names of plants.
Tree Stratum Plot size Son
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Shagbark Hickory Carya ovata FACU 10.5 No No
2. White Pine Pinus strobus FACU 38.0 Yes No
3. Red Maple Acer rubrum FAC 10.5 No Yes
4. Red Oak Quercus rubra FACU 10.5 No No
5.
6.
7.
8.
9.
69.5 =Total Cover
Shrub/Sapling Stratum Plot size 15n
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Shagbark Hickory Carya ovata FACU 20.5 Yes No
2. Glossy Buckthorn Frangula alnus FAC 3.0 No Yes
3. White Pine Pinus strobus FACU 10.5 Yes No
4.
5.
6.
7.
8.
9.
34.0 =Total Cover
Herb Stratum Plot size 5fi
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Evergreen Wood Fern Dryopteris intermedia FAC 3.0 Yes Yes
2. White Pine Pinus strobus FACU 3.0 Yes No
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
6.0 =Total Cover
2
Form Revised July 2023
Sampling Point A5 UPLAND
VEGETATION—continued.
Woody Vine Stratum Plot size Soft
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
0.0 =Total Cover
Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes No 0
Dominance Test: Number of Number of dominant species that are Do wetland indicator plants make up
dominant species wetland indicator plants >_50%of dominant plant species?
5 1 Yes _=No 0✓
Prevalence Index: Total %Cover(all strata) Multiply by: Result
OBL species X 1 =0.00
FACW species X 2 =0.00
FAC species X 3 =0.00
FACU species X 4 =0.00
UPL species X 5 =0.00
Column Totals (A) 0 (B)0
Prevalence Index B/A=O.oo Is the Prevalence Index<_3.0?
Yes _=No 0
Wetland vegetation criterion met? Yes Fj I No 0✓
Definitions of Vegetation Strata
Tree- Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height
Shrub/Sapling- Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall
Herb- All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall
Woody vines- All woody vines greater than 3.3 ft. (1 m) in height
Cover Ranges
Range Midpoint
1-5% 3.0
6-15 % 10.5
15-25 % 20.5
26-50% 38.0
51-75 % 63.0
76-95 % 85.5
96-100% 98.0
Form Revised July 2023 3
Sampling Point A5 UPLAND
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Location' Texture Remarks
0-4 10YR 2/2 100.00 FSL A
4-10 10YR 5/4 100.00 FSL Bw
10+ Refusal Cr
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 'Location: PL=Pore Lining, M=Matrix
Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils
=Histosol (Al) = Polyvalue Below Surface (S8) =2 cm Muck(A10)
=Histic Epipedon (A2) =Thin Dark Surface (S9) ❑ 5 cm Mucky Peat or Peat (S3)
=Black Histic(A3) = Loamy Gleyed Matrix(F2) ❑ Iron-Manganese Masses (F12)
=Hydrogen Sulfide (A4) = Depleted Matrix(F3) ❑ Mesic Spodic (A17)
=Stratified Layers (A5) = Redox Dark Surface (F6) ❑ Red Parent Material (F21)
=Depleted Below Dark Surface (A11) = Depleted Dark Surface (F7) ❑ Very Shallow Dark Surface (F22)
=Thick Dark Surface (Al2) = Redox Depressions (F8)
=Sandy Mucky Mineral (S1)
=Sandy Gleyed Matrix(S4)
=Sandy Redox(S5) ❑ Other (Include Explanation in
=Stripped Matrix(S6) Remarks)
=Dark Surface (S7)
Restrictive Layer(if observed) Type: Rock/boulders Depth (inches): 10.00
Remarks:
Hydric Soils criterion met? Yes _=_ No ✓
Form Revised July 2023 4
BORDERING VEGETATED WETLAND DETERMINATION FORM
Project/Site: North Andover Fire Station Feasibility Study City/Town: North Andover Sampling Date: 1116125
Applicant/Owner: Town of North Andover Sampling Point or Zone: ASWETLAND
Investigator(s):Gregory LaCroix,Tyler Correia Latitude/ Longitude:42.629790,-71.064620
Soil Map Unit Name: Scarboro mucky fine sandy loam,0 to 3 percent slopes NWI or DEP Classification: NIA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes Q✓ No=(If no, explain in Remarks)
Are Vegetation_F-1 Soil = , or Hydrology n significantly disturbed? (If yes, explain in Remarks)
Are Vegetation = , Soil = , or Hydrology = naturally problematic? (If yes, explain in Remarks)
SUMMARY OF FINDINGS—Attach site map and photograph log showing sampling locations,transects,etc.
Wetland vegetation criterion met? Yes=✓ No 0 Is the Sampled Area Yes ✓= No =
Hydric Soils criterion met? Yes ✓ONo 0 within a Wetland?
Wetlands hydrology present? Yes ✓ONo 0
Remarks, Photo Details, Flagging, etc.:
Linear wetland edge between two hill slopes. PVP located within wetland interior within low spots.
Water staining associated with PVP, lack of woody vegetation within PVP.
HYDROLOGY
Field Observations:
Surface Water Present? Yes= No= Depth (inches)
Water Table Present? Yes= No= Depth (inches)
Saturation Present (including capillary fringe)? Yes= No= Depth (inches) 8.00
Wetland Hydrology Indicators
Reliable Indicators of Wetlands Indicators that can be Reliable with Indicators of the Influence of Water
Hydrology Proper Interpretation
_✓ Water-stained leaves =Hydrological records Direct observation of inundation
=Evidence of aquatic fauna =Free water in a soil test hole Drainage patterns
=Iron deposits ✓=Saturated soil El Drift lines
=Algal mats or crusts =Water marks Scoured areas
=Oxidized rhizospheres/pore =Moss trim lines El Sediment deposits
linings
=Thin muck surfaces ✓=Presence of reduced iron = Surface soil cracks
=Plants with air-filled tissue =Woody plants with adventitious = Sparsely vegetated concave
(aerenchyma) roots surface
=Plants with polymorphic leaves =Trees with shallow root systems = Microtopographic relief
=Plants with floating leaves =Woody plants with enlarged = Geographic position (depression,
=Hydrogen sulfide odor Ienticels toe of slope, fringing lowland
Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available):
This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according
to the applicable regulatory provisions.
Form Revised July 2023
Sampling Point A5 WETLAND
VEGETATION-Use both common and scientific names of plants.
Tree Stratum Plot size Son
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Green Ash Fraxinus pennsylvanica FACW 10.5 Yes Yes
2. Red Maple Acer rubrum FAC 20.5 Yes Yes
3. Shagbark Hickory Carya ovata FACU 3.0 No No
4.
5.
6.
7.
8.
9.
69.5 =Total Cover
Shrub/Sapling Stratum Plot size 15n
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Glossy Buckthorn Frangula alnus FAC 38.0 Yes Yes
2. Common Winterberry Ilex verticillata FACW 20.5 Yes Yes
3.
4.
5.
6.
7.
8.
9.
34.0 =Total Cover
Herb Stratum Plot size 5fi
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Sedges Carex sp. OBL 10.5 Yes Yes
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
6.0 =Total Cover
2
Form Revised July 2023
Sampling Point A5 WETLAND
VEGETATION—continued.
Woody Vine Stratum Plot size Soft
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
0.0 =Total Cover
Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes No 0
Dominance Test: Number of Number of dominant species that are Do wetland indicator plants make up
dominant species wetland indicator plants >_50%of dominant plant species?
5 5 Yes _M_No 0
Prevalence Index: Total %Cover(all strata) Multiply by: Result
OBL species X 1 =0.00
FACW species X 2 =0.00
FAC species X 3 =0.00
FACU species X 4 =0.00
UPL species X 5 =0.00
Column Totals (A) 0 (B)0
Prevalence Index B/A=O.oo Is the Prevalence Index<_3.0?
Yes _=No 0
Wetland vegetation criterion met? Yes ✓0 I No 0
Definitions of Vegetation Strata
Tree- Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height
Shrub/Sapling- Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall
Herb- All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall
Woody vines- All woody vines greater than 3.3 ft. (1 m) in height
Cover Ranges
Range Midpoint
1-5% 3.0
6-15 % 10.5
15-25 % 20.5
26-50% 38.0
51-75 % 63.0
76-95 % 85.5
96-100% 98.0
Form Revised July 2023 3
Sampling Point A5 WETLAND
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Location' Texture Remarks
0-8 2.5Y 2.5/1 100.00 FSL A
8-10 2.5Y 5/2 95.00 7.5YR 5/4 5.00 C M FSL Bg
10+ Refusal Cr
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 'Location: PL=Pore Lining, M=Matrix
Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils
=Histosol (Al) = Polyvalue Below Surface (S8) =2 cm Muck(A10)
=Histic Epipedon (A2) =Thin Dark Surface (S9) ❑ 5 cm Mucky Peat or Peat (S3)
=Black Histic(A3) = Loamy Gleyed Matrix(F2) ❑ Iron-Manganese Masses (F12)
=Hydrogen Sulfide (A4) = Depleted Matrix(F3) ❑ Mesic Spodic (A17)
=Stratified Layers (A5) = Redox Dark Surface (F6) ❑ Red Parent Material (F21)
✓=Depleted Below Dark Surface (A11) = Depleted Dark Surface (F7) ❑ Very Shallow Dark Surface (F22)
=Thick Dark Surface (Al2) = Redox Depressions (F8)
=Sandy Mucky Mineral (S1)
=Sandy Gleyed Matrix(S4)
=Sandy Redox(S5) ❑ Other (Include Explanation in
=Stripped Matrix(S6) Remarks)
=Dark Surface (S7)
Restrictive Layer(if observed) Type: Rock/boulders Depth (inches): 10.00
Remarks:
Hydric Soils criterion met? Yes _ ✓� No 0
Form Revised July 2023 4
BORDERING VEGETATED WETLAND DETERMINATION FORM
Project/Site: North Andover Fire Station Feasibility Study City/Town: North Andover Sampling Date: 1116125
Applicant/Owner: Town of North Andover Sampling Point or Zone: B4UPLAND
Investigator(s):Gregory LaCroix,Tyler Correia Latitude/ Longitude:42.629790,-71.064620
Soil Map Unit Name:Charlton-Rock outcrop-Hollis complex,8 to 15 percent slopes NWI or DEP Classification: NIA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes Q✓ No=(If no, explain in Remarks)
Are Vegetation_�, Soil = , or Hydrology n significantly disturbed? (If yes, explain in Remarks)
Are Vegetation = , Soil = , or Hydrology = naturally problematic? (If yes, explain in Remarks)
SUMMARY OF FINDINGS—Attach site map and photograph log showing sampling locations,transects,etc.
Wetland vegetation criterion met? YesONo F Is the Sampled Area Yes= No i
Hydric Soils criterion met? YesONo ✓0 within a Wetland?
Wetlands hydrology present? Yes=No 0
Remarks, Photo Details, Flagging, etc.:
HYDROLOGY
Field Observations:
Surface Water Present? Yes= No= Depth (inches)
Water Table Present? Yes= No= Depth (inches)
Saturation Present (including capillary fringe)? Yes= No= Depth (inches)
Wetland Hydrology Indicators
Reliable Indicators of Wetlands Indicators that can be Reliable with Indicators of the Influence of Water
Hydrology Proper Interpretation
=Water-stained leaves =Hydrological records Direct observation of inundation
=Evidence of aquatic fauna =Free water in a soil test hole Drainage patterns
=Iron deposits =Saturated soil El Drift lines
=Algal mats or crusts =Water marks Scoured areas
=Oxidized rhizospheres/pore =Moss trim lines El Sediment deposits
linings
=Thin muck surfaces =Presence of reduced iron = Surface soil cracks
=Plants with air-filled tissue =Woody plants with adventitious = Sparsely vegetated concave
(aerenchyma) roots surface
=Plants with polymorphic leaves =Trees with shallow root systems = Microtopographic relief
=Plants with floating leaves =Woody plants with enlarged = Geographic position (depression,
=Hydrogen sulfide odor Ienticels toe of slope, fringing lowland
Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available):
This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according
to the applicable regulatory provisions.
Form Revised July 2023
Sampling Point B4 UPLAND
VEGETATION-Use both common and scientific names of plants.
Tree Stratum Plot size 30"
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Red Maple Acer rubrum FAC 20.5 Yes Yes
2. Shagbark Hickory Carya ovata FACU 10.5 No No
3. Red Oak Quercus rubra FACU 20.5 Yes No
4. White Pine Pinus strobus FACU 20.5 Yes No
5.
6.
7.
8.
9.
69.5 =Total Cover
Shrub/Sapling Stratum Plot size 15n
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. White Pine Pinus strobus FACU 10.5 Yes No
2. Coastal Sweet Pepperbush Clethra alnifolia FAC 20.5 Yes Yes
3. Yellow Birch Betula alleghaniensis FAC 10.5 Yes Yes
4. Black Huckleberry Gaylussacia baccata FACU 10.5 Yes No
5.
6.
7.
8.
9.
34.0 =Total Cover
Herb Stratum Plot size 5fi
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
6.0 =Total Cover
2
Form Revised July 2023
Sampling Point B4 UPLAND
VEGETATION—continued.
Woody Vine Stratum Plot size Soft
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
0.0 =Total Cover
Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes No 0
Dominance Test: Number of Number of dominant species that are Do wetland indicator plants make up
dominant species wetland indicator plants >_50%of dominant plant species?
7 3 Yes _=No 0✓
Prevalence Index: Total %Cover(all strata) Multiply by: Result
OBL species X 1 =0.00
FACW species X 2 =0.00
FAC species X 3 =0.00
FACU species X 4 =0.00
UPL species X 5 =0.00
Column Totals (A) 0 (B)0
Prevalence Index B/A=O.oo Is the Prevalence Index<_3.0?
Yes _=No 0
Wetland vegetation criterion met? Yes Fj I No 0✓
Definitions of Vegetation Strata
Tree- Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height
Shrub/Sapling- Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall
Herb- All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall
Woody vines- All woody vines greater than 3.3 ft. (1 m) in height
Cover Ranges
Range Midpoint
1-5% 3.0
6-15 % 10.5
15-25 % 20.5
26-50% 38.0
51-75 % 63.0
76-95 % 85.5
96-100% 98.0
Form Revised July 2023 3
Sampling Point B4 UPLAND
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Location' Texture Remarks
0-3 10YR 2/1 100.00 FSL A
3-16 10YR 3/4 100.00 FSL Bw
10+ Refusal Cr
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 'Location: PL=Pore Lining, M=Matrix
Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils
=Histosol (Al) = Polyvalue Below Surface (S8) =2 cm Muck(A10)
=Histic Epipedon (A2) =Thin Dark Surface (S9) ❑ 5 cm Mucky Peat or Peat (S3)
=Black Histic(A3) = Loamy Gleyed Matrix(F2) ❑ Iron-Manganese Masses (F12)
=Hydrogen Sulfide (A4) = Depleted Matrix(F3) ❑ Mesic Spodic (A17)
=Stratified Layers (A5) = Redox Dark Surface (F6) ❑ Red Parent Material (F21)
=Depleted Below Dark Surface (A11) = Depleted Dark Surface (F7) ❑ Very Shallow Dark Surface (F22)
=Thick Dark Surface (Al2) = Redox Depressions (F8)
=Sandy Mucky Mineral (S1)
=Sandy Gleyed Matrix(S4)
=Sandy Redox(S5) ❑ Other (Include Explanation in
=Stripped Matrix(S6) Remarks)
=Dark Surface (S7)
Restrictive Layer(if observed) Type: Rock/boulder Depth (inches): 10.00
Remarks:
Hydric Soils criterion met? Yes _=_ No ✓
Form Revised July 2023 4
BORDERING VEGETATED WETLAND DETERMINATION FORM
Project/Site: North Andover Fire Station Feasibility Study City/Town: North Andover Sampling Date: 1116125
Applicant/Owner: Town of North Andover Sampling Point or Zone: B4 WETLAND
Investigator(s):Gregory LaCroix,Tyler Correia Latitude/ Longitude:42.629790,-71.064620
Soil Map Unit Name: Scarboro mucky fine sandy loam,0 to 3 percent slopes NWI or DEP Classification:
Are climatic/hydrologic conditions on the site typical for this time of year? Yes Q✓ No=(If no, explain in Remarks)
Are Vegetation_F-1 Soil = , or Hydrology n significantly disturbed? (If yes, explain in Remarks)
Are Vegetation = , Soil = , or Hydrology = naturally problematic? (If yes, explain in Remarks)
SUMMARY OF FINDINGS—Attach site map and photograph log showing sampling locations,transects,etc.
Wetland vegetation criterion met? Yes=✓ No 0 Is the Sampled Area Yes ✓= No =
Hydric Soils criterion met? Yes ✓ONo 0 within a Wetland?
Wetlands hydrology present? Yes=No 0
Remarks, Photo Details, Flagging, etc.:
HYDROLOGY
Field Observations:
Surface Water Present? Yes= No= Depth (inches)
Water Table Present? Yes 0 No= Depth (inches)
Saturation Present (including capillary fringe)? Yes= No= Depth (inches)
Wetland Hydrology Indicators
Reliable Indicators of Wetlands Indicators that can be Reliable with Indicators of the Influence of Water
Hydrology Proper Interpretation
_✓ Water-stained leaves =Hydrological records Direct observation of inundation
=Evidence of aquatic fauna =Free water in a soil test hole Drainage patterns
=Iron deposits ✓=Saturated soil El Drift lines
=Algal mats or crusts =Water marks Scoured areas
=Oxidized rhizospheres/pore =Moss trim lines El Sediment deposits
linings
=Thin muck surfaces ✓=Presence of reduced iron = Surface soil cracks
=Plants with air-filled tissue =Woody plants with adventitious = Sparsely vegetated concave
(aerenchyma) roots surface
=Plants with polymorphic leaves =Trees with shallow root systems = Microtopographic relief
=Plants with floating leaves =Woody plants with enlarged = Geographic position (depression,
=Hydrogen sulfide odor Ienticels toe of slope, fringing lowland
Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available):
This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according
to the applicable regulatory provisions.
Form Revised July 2023
Sampling Point B4 WETLAND
VEGETATION-Use both common and scientific names of plants.
Tree Stratum Plot size 30"
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Red Oak Quercus rubra FACU 10.5 Yes NO
2. Shagbark Hickory Carya Ovata FACU 10.5 Yes NO
3. Red Maple Acer rubrum FAC 20.5 Yes Yes
4. American Elm Ulmus americana FACW 3.0 NO Yes
5.
6.
7.
8.
9.
69.5 =Total Cover
Shrub/Sapling Stratum Plot size 15n
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Coastal Sweet Pepperbush Clethra alnifolia FAC 10.5 NO Yes
2. Highbush Blueberry Vaccinium corymbosum FACW 10.5 No Yes
3. Common Winterberry Ilex verticillata FACW 20.5 Yes Yes
4. Slippery Elm Ulmus rubra FAC 10.5 No Yes
5. Green Ash Fraxinus pennsylvanica FACW 10.5 No Yes
6.
7.
8.
9.
34.0 =Total Cover
Herb Stratum Plot size 5fi
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
6.0 =Total Cover
2
Form Revised July 2023
Sampling Point B4 WETLAND
VEGETATION—continued.
Woody Vine Stratum Plot size Soft
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
0.0 =Total Cover
Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes No ✓0
Dominance Test: Number of Number of dominant species that are Do wetland indicator plants make up
dominant species wetland indicator plants >_50%of dominant plant species?
5 4 Yes _M_No 0
Prevalence Index: Total %Cover(all strata) Multiply by: Result
OBL species X 1 =0.00
FACW species X 2 =0.00
FAC species X 3 =0.00
FACU species X 4 =0.00
UPL species X 5 =0.00
Column Totals (A) 0 (B)0
Prevalence Index B/A=O.oo Is the Prevalence Index<_3.0?
Yes _=No 0
Wetland vegetation criterion met? Yes ✓0 I No 0
Definitions of Vegetation Strata
Tree- Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height
Shrub/Sapling- Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall
Herb- All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall
Woody vines- All woody vines greater than 3.3 ft. (1 m) in height
Cover Ranges
Range Midpoint
1-5% 3.0
6-15 % 10.5
15-25 % 20.5
26-50% 38.0
51-75 % 63.0
76-95 % 85.5
96-100% 98.0
Form Revised July 2023 3
Sampling Point B4 WETLAND
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Location' Texture Remarks
3-0 Hemic Oe
0-7 2.5Y 2.5/1 100.00 FSL A
7-15 2.5Y 4/2 90.00 5YR 4/6 10.00 FSL Bg
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 'Location: PL=Pore Lining, M=Matrix
Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils
=Histosol (Al) = Polyvalue Below Surface (S8) =2 cm Muck(A10)
=Histic Epipedon (A2) =Thin Dark Surface (S9) ❑ 5 cm Mucky Peat or Peat (S3)
=Black Histic(A3) = Loamy Gleyed Matrix(F2) ❑ Iron-Manganese Masses (F12)
=Hydrogen Sulfide (A4) = Depleted Matrix(F3) ❑ Mesic Spodic (A17)
=Stratified Layers (A5) = Redox Dark Surface (F6) ❑ Red Parent Material (F21)
✓=Depleted Below Dark Surface (A11) = Depleted Dark Surface (F7) ❑ Very Shallow Dark Surface (F22)
=Thick Dark Surface (Al2) = Redox Depressions (F8)
=Sandy Mucky Mineral (S1)
=Sandy Gleyed Matrix(S4)
=Sandy Redox(S5) ❑ Other (Include Explanation in
=Stripped Matrix(S6) Remarks)
=Dark Surface (S7)
Restrictive Layer(if observed) Type: Depth (inches):
Remarks:
Hydric Soils criterion met? Yes _ ✓� No 0
Form Revised July 2023 4
BORDERING VEGETATED WETLAND DETERMINATION FORM
Project/Site: North Andover Fire Station Feasibility Study City/Town: North Andover Sampling Date: 1116125
Applicant/Owner: Town of North Andover Sampling Point or Zone: CSUPLAND
Investigator(s):Gregory LaCroix,Tyler Correia Latitude/ Longitude:42.629790,-71.064620
Soil Map Unit Name:Charlton-Rock outcrop-Hollis complex,8 to 15 percent slopes NWI or DEP Classification: NIA
Are climatic/hydrologic conditions on the site typical for this time of year? Yes Q✓ No=(If no, explain in Remarks)
Are Vegetation_�, Soil = , or Hydrology n significantly disturbed? (If yes, explain in Remarks)
Are Vegetation = , Soil = , or Hydrology = naturally problematic? (If yes, explain in Remarks)
SUMMARY OF FINDINGS—Attach site map and photograph log showing sampling locations,transects,etc.
Wetland vegetation criterion met? YesONo F Is the Sampled Area Yes= No i
Hydric Soils criterion met? YesONo ✓0 within a Wetland?
Wetlands hydrology present? Yes=No 0
Remarks, Photo Details, Flagging, etc.:
HYDROLOGY
Field Observations:
Surface Water Present? Yes= No= Depth (inches)
Water Table Present? Yes= No= Depth (inches)
Saturation Present (including capillary fringe)? Yes= No= Depth (inches)
Wetland Hydrology Indicators
Reliable Indicators of Wetlands Indicators that can be Reliable with Indicators of the Influence of Water
Hydrology Proper Interpretation
=Water-stained leaves =Hydrological records Direct observation of inundation
=Evidence of aquatic fauna =Free water in a soil test hole Drainage patterns
=Iron deposits =Saturated soil El Drift lines
=Algal mats or crusts =Water marks Scoured areas
=Oxidized rhizospheres/pore =Moss trim lines El Sediment deposits
linings
=Thin muck surfaces =Presence of reduced iron = Surface soil cracks
=Plants with air-filled tissue =Woody plants with adventitious = Sparsely vegetated concave
(aerenchyma) roots surface
=Plants with polymorphic leaves =Trees with shallow root systems = Microtopographic relief
=Plants with floating leaves =Woody plants with enlarged = Geographic position (depression,
=Hydrogen sulfide odor Ienticels toe of slope, fringing lowland
Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available):
This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according
to the applicable regulatory provisions.
Form Revised July 2023
Sampling Point C5 UPLAND
VEGETATION-Use both common and scientific names of plants.
Tree Stratum Plot size Son
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Red Maple Acer rubrum FAC 38.0 Yes Yes
2. Shagbark Hickory Carya ovata FACU 20.5 Yes No
3. Red Oak Quercus rubra FACU 20.5 Yes No
4.
5.
6.
7.
8.
9.
69.5 =Total Cover
Shrub/Sapling Stratum Plot size 15n
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. White Pine Pinus strobus FACU 20.5 Yes No
2. Red Oak Quercus rubra FACU 20.5 Yes No
3. Coastal Sweet Pepperbush Clethra alnifolia FAC 10.5 Yes Yes
4.
5.
6.
7.
8.
9.
34.0 =Total Cover
Herb Stratum Plot size 5fi
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Cinnamon Fern Osmunda cinnamomea FACW 10.5 Yes Yes
2. Goldenrod Solidago sp. FACU 10.5 Yes No
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
6.0 =Total Cover
2
Form Revised July 2023
Sampling Point C5 UPLAND
VEGETATION—continued.
Woody Vine Stratum Plot size Soft
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
0.0 =Total Cover
Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes No 0
Dominance Test: Number of Number of dominant species that are Do wetland indicator plants make up
dominant species wetland indicator plants >_50%of dominant plant species?
5 2 Yes _=No 0✓
Prevalence Index: Total %Cover(all strata) Multiply by: Result
OBL species X 1 =0.00
FACW species X 2 =0.00
FAC species X 3 =0.00
FACU species X 4 =0.00
UPL species X 5 =0.00
Column Totals (A) 0 (B)0
Prevalence Index B/A=O.oo Is the Prevalence Index<_3.0?
Yes _=No 0
Wetland vegetation criterion met? Yes Fj I No 0✓
Definitions of Vegetation Strata
Tree- Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height
Shrub/Sapling- Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall
Herb- All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall
Woody vines- All woody vines greater than 3.3 ft. (1 m) in height
Cover Ranges
Range Midpoint
1-5% 3.0
6-15 % 10.5
15-25 % 20.5
26-50% 38.0
51-75 % 63.0
76-95 % 85.5
96-100% 98.0
Form Revised July 2023 3
Sampling Point C5 UPLAND
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Location' Texture Remarks
0-1 Hemic Oe
1-4 10YR 2/1 100.00 FSL A
4-6 10YR 3/4 100.00 FSL Bw
6 Refusal Cr
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 'Location: PL=Pore Lining, M=Matrix
Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils
=Histosol (Al) = Polyvalue Below Surface (S8) =2 cm Muck(A10)
=Histic Epipedon (A2) =Thin Dark Surface (S9) ❑ 5 cm Mucky Peat or Peat (S3)
=Black Histic(A3) = Loamy Gleyed Matrix(F2) ❑ Iron-Manganese Masses (F12)
=Hydrogen Sulfide (A4) = Depleted Matrix(F3) ❑ Mesic Spodic (A17)
=Stratified Layers (A5) = Redox Dark Surface (F6) ❑ Red Parent Material (F21)
=Depleted Below Dark Surface (A11) = Depleted Dark Surface (F7) ❑ Very Shallow Dark Surface (F22)
=Thick Dark Surface (Al2) = Redox Depressions (F8)
=Sandy Mucky Mineral (S1)
=Sandy Gleyed Matrix(S4)
=Sandy Redox(S5) ❑ Other (Include Explanation in
=Stripped Matrix(S6) Remarks)
=Dark Surface (S7)
Restrictive Layer(if observed) Type: Rock/boulder Depth (inches): 6.00
Remarks:
Hydric Soils criterion met? Yes _=_ No ✓
Form Revised July 2023 4
BORDERING VEGETATED WETLAND DETERMINATION FORM
Project/Site: North Andover Fire Station Feasibility Study City/Town: North Andover Sampling Date: 1116125
Applicant/Owner: Town of North Andover Sampling Point or Zone: CSWETLAND
Investigator(s):Gregory LaCroix,Tyler Correia Latitude/ Longitude:42.629790,-71.064620
Soil Map Unit Name: Scarboro mucky fine sandy loam,0 to 3 percent slopes NWI or DEP Classification:
Are climatic/hydrologic conditions on the site typical for this time of year? Yes Q✓ No=(If no, explain in Remarks)
Are Vegetation_F-1 Soil = , or Hydrology n significantly disturbed? (If yes, explain in Remarks)
Are Vegetation = , Soil = , or Hydrology = naturally problematic? (If yes, explain in Remarks)
SUMMARY OF FINDINGS—Attach site map and photograph log showing sampling locations,transects,etc.
Wetland vegetation criterion met? Yes=✓ No 0 Is the Sampled Area Yes ✓= No =
Hydric Soils criterion met? Yes ✓ONo 0 within a Wetland?
Wetlands hydrology present? Yes ✓ONo 0
Remarks, Photo Details, Flagging, etc.:
HYDROLOGY
Field Observations:
Surface Water Present? Yes= No= Depth (inches)
Water Table Present? Yes 0 No= Depth (inches) 12.00
Saturation Present (including capillary fringe)? Yes= No= Depth (inches) 0.00
Wetland Hydrology Indicators
Reliable Indicators of Wetlands Indicators that can be Reliable with Indicators of the Influence of Water
Hydrology Proper Interpretation
_✓ Water-stained leaves =Hydrological records Direct observation of inundation
=Evidence of aquatic fauna ✓=Free water in a soil test hole Drainage patterns
=Iron deposits ✓=Saturated soil El Drift lines
=Algal mats or crusts =Water marks Scoured areas
=Oxidized rhizospheres/pore =Moss trim lines El Sediment deposits
linings
=Thin muck surfaces =Presence of reduced iron = Surface soil cracks
=Plants with air-filled tissue =Woody plants with adventitious = Sparsely vegetated concave
(aerenchyma) roots surface
=Plants with polymorphic leaves =Trees with shallow root systems = Microtopographic relief
=Plants with floating leaves =Woody plants with enlarged = Geographic position (depression,
=Hydrogen sulfide odor Ienticels toe of slope, fringing lowland
Remarks (describe recorded data from stream gauge, monitoring well, aerial photos, previous inspections, if available):
This form is only for BVW delineations. Other wetland resource areas may be present and should be delineated according
to the applicable regulatory provisions.
Form Revised July 2023
Sampling Point C5 WETLAND
VEGETATION-Use both common and scientific names of plants.
Tree Stratum Plot size Son
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Red Maple Acer rubrum FAC 20.5 Yes Yes
2. Red Oak Quercus rubra FACW 20.5 Yes NO
3.
4.
5.
6.
7.
8.
9.
69.5 =Total Cover
Shrub/Sapling Stratum Plot size 15n
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Coastal Sweet Pepperbush Clethra alnifolia FACW 20.5 Yes Yes
2. Red Oak Quercus rubra FACU 10.5 Yes NO
3. White Pine Pinus strobus FACU 10.5 Yes No
4.
5.
6.
7.
8.
9.
34.0 =Total Cover
Herb Stratum Plot size 5fi
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1. Cinnamon Fern Osmunda cinnamomea FACW 20.5 Yes Yes
2. Royal Fern Osmunda regalis QBL 10.5 Yes Yes
3. Golden Rod Solidago sp. FACU 20.5 Yes No
4.
5.
6.
7.
8.
9.
10.
11.
12.
6.0 =Total Cover
2
Form Revised July 2023
Sampling Point C5 WETLAND
VEGETATION—continued.
Woody Vine Stratum Plot size Soft
Indicator Absolute Dominant? Wetland
Status %Cover (yes/no) Indictor?
Common name Scientific name (yes/no)
1.
2.
3.
4.
0.0 =Total Cover
Rapid Test: Do all dominant species have an indicator status of OBL or FACW? Yes No ✓0
Dominance Test: Number of Number of dominant species that are Do wetland indicator plants make up
dominant species wetland indicator plants >_50%of dominant plant species?
8 5 Yes _M_No 0
Prevalence Index: Total %Cover(all strata) Multiply by: Result
OBL species X 1 =0.00
FACW species X 2 =0.00
FAC species X 3 =0.00
FACU species X 4 =0.00
UPL species X 5 =0.00
Column Totals (A) 0 (B)0
Prevalence Index B/A=O.oo Is the Prevalence Index<_3.0?
Yes _=No 0
Wetland vegetation criterion met? Yes ✓0 I No 0
Definitions of Vegetation Strata
Tree- Woody plants 3 in. (7.62 cm) or more in diameter at breast height (DBH), regardless of height
Shrub/Sapling- Woody plants less than 3 in. (7.62 cm) DBH and greater than or equal to 3.3 ft. (1 m) tall
Herb- All herbaceous (non-woody plants, regardless of size, and woody plants less than 3.3 ft. (1 m) tall
Woody vines- All woody vines greater than 3.3 ft. (1 m) in height
Cover Ranges
Range Midpoint
1-5% 3.0
6-15 % 10.5
15-25 % 20.5
26-50% 38.0
51-75 % 63.0
76-95 % 85.5
96-100% 98.0
Form Revised July 2023 3
Sampling Point c5 WETLAND
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Location' Texture Remarks
0-10 2.5Y 2.5/1 100.00 FSL A
10-12 2.5Y 5/2 100.00 SL Bg
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains 'Location: PL=Pore Lining, M=Matrix
Hydric Soil Indicators (Check all that apply) Indicators for Problematic Hydric Soils
=Histosol (Al) = Polyvalue Below Surface (S8) =2 cm Muck(A10)
=Histic Epipedon (A2) =Thin Dark Surface (S9) ❑ 5 cm Mucky Peat or Peat (S3)
=Black Histic(A3) = Loamy Gleyed Matrix(F2) ❑ Iron-Manganese Masses (F12)
=Hydrogen Sulfide (A4) = Depleted Matrix(F3) ❑ Mesic Spodic (A17)
=Stratified Layers (A5) = Redox Dark Surface (F6) ❑ Red Parent Material (F21)
✓=Depleted Below Dark Surface (A11) = Depleted Dark Surface (F7) ❑ Very Shallow Dark Surface (F22)
=Thick Dark Surface (Al2) = Redox Depressions (F8)
=Sandy Mucky Mineral (S1)
=Sandy Gleyed Matrix(S4)
=Sandy Redox(S5) ❑ Other (Include Explanation in
=Stripped Matrix(S6) Remarks)
=Dark Surface (S7)
Restrictive Layer(if observed) Type: Depth (inches):
Remarks:
Hydric Soils criterion met? Yes _ ✓� No 0
Form Revised July 2023 4
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North American Datum of 1983(NAD83)
World Geodetic System of 1984 Transverse
). Projection and MASSACHUSETTS - ESSEX COUNTY
1 000-meter grid:Universal Transverse Mercator,Zone 19T
This map is not a legal document.Boundaries may be �,5-MINUTE SERIES
generalized for this map scale.Private lands within government
reservations may not be shown.Obtain permission before
entering private lands.
Imagery.....................................................NAIP,October 2018-October 2018
Roads......................................... U.S. Census Bureau, 2018
Names............................................................................GNIS,1974-2024
Hydrography...............................National Hydrography Dataset, 2004 - 2022
Contours............................................National Elevation Dataset, 2023
Boundaries..............Multiple sources; see metadata file 2021 - 2022
We tlands.................FWS National Wetlands Inventory 1985 - 1995
LEVEL USGS TOPOGRAPHIC QUADRANGLE
'it h
BERRY STREET / TURNPIKE STREET
DATE: 07/29/2026
SO
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027 UNIT NORTH ANDOVER MA PROJ NO.:2455.00
249 SOIL MA2762
WWVV.LEVELDG.COM I I SCALE: 1,,=1,000,
Town of North Andover, MA April 24, 2026
Aerial Photo - 2025
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NOT A LEGAL DOCUMENT
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warranties,expressed or implied,concerning the validity or
accuracy of the G IS data presented on this map.
Geometry updated 06/09/2025
Data updated on a daily basis
Town of North Andover, MA April 24, 2026
Wetlands Mapping
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MAP FOR REFERENCE ONLY
NOT A LEGAL DOCUMENT
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warranties,expressed or implied,concerning the validity or
accuracy of the G IS data presented on this map.
Geometry updated 06/09/2025
Data updated on a daily basis
Map Theme Legends
MassGIS'. National Wetlands MassGIS'. DEP Wetlands (2005)
Inventory
SHORELINE
JIM LSTUARIINE FeraDa MARINE.
HYDROLOG111C CONNECTION
"S"I I UARIINL AND kIARINL. MEAN LOW WATER LANE
'NE I LANID WETLAND Lll':IIVIIT
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M RIVERINE,
011111 )THER F 1W001DIED 110AIRSH;
CRANBERRY BOG
F-71 SALT IAARSH
MassGIS: National Wetlands Inventory,, Nov T 7
2020 TIDAL FLATS
BEACH11)UNE
MassGIS: MassIDEP Wetlands (2005).
Town of North Andover, MA April 24, 2026
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NOT A LEGAL DOCUMENT
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warranties,expressed or implied,concerning the validity or
accuracy of the G IS data presented on this map.
Geometry updated 06/09/2025
Data updated on a daily basis
Map Theme Legends
NHESP Habitats NHESP Vernal Pools
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Habitats
Town of North Andover, MA April 24, 2026
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Town of North Andover,MA makes no claims and no
warranties,expressed or implied,concerning the validity or
accuracy of the G IS data presented on this map.
Geometry updated 06/09/2025
Data updated on a daily basis
Map Theme Legends
MassGIS'. National Wetlands Water Resource Protection
Inventory
VVitershpd
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.................................................. ZONE B
ZONE C
MassGIS: National Wetlands Inventory,, Nov
2020 Mass&& MassDEP Wellhead PropLection
Areas, Surface Water Supply Protection
Areas and Major Watersheds
Hydrologic Soil Group—Essex County,Massachusetts, Northern Part
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Natural Resources Web Soil Survey 4/28/2026
Conservation Service National Cooperative Soil Survey Pagel of 4
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$ WORCE STER COUNTY NATIONAL HANK, a national.assoeiation organized under.
the laws of the•1Tnited' States of America ..
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and baying fis uuLg pl=of waam at 446 Main Street,. Worcester, Worcester
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forcon:Ideatianp,4udinJuHCoa erWwof Thirty-Five Thousand Dollars ($35,000.00)
J, rnt,to 'Town of North Andover, a.municipal corporation
S�DC vitk gttlltlitta:ssurai�ate : )
y ' • theGndin North Andover, Massachusetts, described as the southerly part
" and shown sa a
s more or le
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• of the "Farnum band , containing 23.43 acre , •, x
+ Massachusetts
•; on "Plan of Land" in 7�9dk3{r7t�Pl0(�7F%�%�R�P1�f'7pt)['JtX North Andover,
• and called "1700 Estates'Trust" isrM recorded in the Northern District
z of the Registry of Deeds in Lawrence, Essex County,as.Plan He. b245,:
+ bounded and described• as follows:
• s BEGINNING at a steel bar at the intersection of the easterly
i side of the Salem Turnpike (Route 114) and the southerly aide of Berry
Street in North Andover, Essex County, Massachusetts;
THENCE 5..32 36, E. one hundred fifty-two and eight tenths (152.8)
feet along the easterly side of the Salem Turnpike. (Route 114} to a
stone bound;
THENCE N. 570241•E. nine and fifty.hundredths (9.50} feet to s
drill hole.at..a stonewall corner;
THENCE N. 11029'•E. eighty-trio'and--four'tenths' (82A) •feet along
stonewall by land of Muzichuk to a drill hole-
stonewall
THENCE N. 72015' E. one hundred seventy-eight and three tenths ,•a
(178.3)-feet along stonewall to a drill•hole. at.A stonewall corner; i T
' THENCE S. 18052' E. one•:hundred seven and One tenth (I07.1} feet
along wall..to a Podnt3... .......... '4
TIIENCE S:'25 37' E. 'one'hundred twenty-three•(123) feet. along ,
wall to a point;
THENCE'S. '30°409..E:- one. hundred.ten and, eight tenths ;(110..8) feeti i
along wall to a poMt;• m. . • • -
THENCE S. 11 23 -•E. one hund:red siztyPour. arid:live tenths (164.5)
feet along wall to a drill hole in,siid.,wall;:.. ,.. .
1 THENCE S. 10°05'•'W: two.hundred;twenty-seven,(227) feet:slong
8 wall to an iron pipe; the. six.preceding couirses all border lapd of-
-i •:
Muzichuk;
THENCE S. 82058' E. one hundred ninety-six and five tenthe .(ig6.5);
feet:along.wall to,a point; .
' THENCE. :• 8tt°01t E..two hundred'ninety-seven'.(297) feet along xall i
and land 'of.Beckett'to a••drill'hole; _
TIIENCE S. 29041, E. seventy-six'and-six .tenths (76.6) fet alo
ng
wall and lands of Beckett and Constantine to a point;
THENCE S. 28059' E. three hundred thirty-one (331) feet along
wall and lands of &onstantine, Pinsod and Rowell to a point; j
THENCE S. 29 47, E. one hundred forty (140) feet along.wall.and
land of-Rowell and Lear to a drill hoie.at a stonewall intersection of ; xr
land of Allan J.
le;
THENCE-N. 61- 3'•.E• eighty»five and.aeyen tenths (85•7) teat t
along wall to & point; ;;
THENCE N. 74°02' E.. one hundred seventy-£our and one tenth.'(174.1)
feet alonr. wall to a voint; i ='
? THENCE N. 20056 E., one hundred.eighteen (118.) feat.along wall
to a point; °
THENCE N. -50 22! E. fifty-three and sewn tenths (53.7) feet
along wall•to a'point; ,
THENCE N. 74°421 E. one hundred•:fourteen and nine'tentli�
(114.9) feet along wall to a point; ;the preceding Ylve courses;all-
' ,?.
border land of Allan J. Doyle; 1 feet
THENCE N.•18043r E: seventy-one and one tenth (7.1. )
along wall•and -land of MeaQowa .to apoint;
THENCE N.•03°52'. W� one hundred sixteen an*four teaths.(116.4)
t o apoint).
ows
.. d. of Me ad
an
• Pbet along wail and 1
THENCE N. Ol°u4t:E;.one hundred ninety-one and four tenths .� .
(191.4) feet along'wall and'land'of Meadows to a drill hole at a •' „.i
stonewall intersection,. `, "�
Gi0 THENCE N. 770101 W. one hundred seventy-eight and one tenth. D
(178r.1) feet along wall to a points
CE N. 58°24' W. one hundred eighteen and eight tenths '
(118.8� feet along wall to a point;
HENCE N. 640021 W. one hundred sixty-nine (169) feet along
• wall to a point; o �
HENCE N. 7t W. one hundred seventy-two (172)• feet,along i�;a,� .
T 71 3
wall to a point;
THENCE N. 21059t W. one hundred, fifty and three tenths (150.3).
feet along wall to a point;
THENCE N. 120221
E. sixty-four and eight tenths (64.8) feet a7.ong v. • .
wall to a point;
THENCE N. 19018t E. one hundred forty-six and five tenths (146.5)
feet along wall to a stonewall intersection; a
` THENCE N. 810581 W. two hundred ninety-four-and five tenths
(294.5) feet along wall to a point; i
THENCE N. 820411 W. two hundred nine and four tenths (209.4)'
feet along wall to°a point;
THENCE N. 81 479 W. one hundred seventy-one and eight tenths <•
(171.8) feet along wall to a drill hole; h, .
THENCE N. 820079 W. one hundred twenty-three and five tenths
�. (123.5 feet to a drill hole at wall corner
x HENCE N. 120501 E. twenty and two tenths (20.2) feet to a drill
hole at a stonewall. corners
THENCE N. 350321 W. one hundred thirty-one (131) feet along .
'•. the stonewall to a°dri11 hole;
THENCE N. 88 25 W. one hundred fifty-two -and five tenths
(152.5) feet across a stonewall to a drill hole in a stonewall on ,
the southerly side of Berry Street; all of the fourteen preceding
} courses are by langs 'of the 1700 Estates Trust;
THENCE S. 21 271 W. forty-five and eight tenthe (45.8) feet
along the stonewall of the southerly side of Berry Street to a drill hole3.
THENCE S. 280221 W. two hundred thirteen and six'tenths (213.6)
feet along stonewall by said Berry Street to the point of beginning.
Being the same premises.conveyed to Grantor by Foreclosure Deed !
dated August 29, 1972 and recorded'with said Registry Book 1202, Page 758.
_•:
L' NVlCAIiH OF wiSS1411 SETT
o
set
` fit i1zMMIT8 whataf.the said WORCESTER COUNTY NATIONAL BANK
has=W its Corporate sad to be hereto s&cd.and these present,to be signed,sdaarledged am
•; ddivered inks nam and bc6ff b7 ,yam; •
:• ks hereto duly mwmiZ4 this
t -
4 day of ..n.A- la eae the� ow tboussad nine hundred and seventy-five.
Signed sad soled is preseooe of WOR COUNTY NATIONAL BANK ,
i iir .aO
. it
r
i;, . i ' BYE 1Tii 6 8' i--- "1 �•.•
dq,,oYo as •uq at�a„adpueua Sitworecoteri
J.
1.• - • ` •" -.•.Jugs lb, • '•39'f5 .
Tbta pusooal(7 apposed the�boYe aunrd ,• Harry b 8pancer,
gad acknowledged dw fosegmng Latnurkat to be the free•d and dad of the ifDAC&4TSR COUH'17C
}, • tiaTsoNAL BARK befog me ,
• i.:.
1975
July 16#
,� �,, ;±.. . .. ,. • , •CERTIFICATION• . , , .• -�. ...;:,'• '
John D. HunC,• Executive vice President of the '
Worcester County National Blink;"do hereby certify that at
! the meeting 'of directors held-on-.June. 24, i97'. the following:
vote ,'oar passed and is-stil'1 in effects -1
Spencer; Jr.. Senior ,:.,.
yOTEDt To ratify the-action of Harry Z. _
vice President and Cashier taken'on June 16, 1975, ;`
} to sell to the Town•of North Andover for a consideray: A �
tion•of•535:000••two �arceis of.land containing 23.3 ':1 r
`i acres and 2 acres more7ess'respectivelY at Turns ; w
pike And Berry Streets:.in•North Andover, Hassachueetts�.,r
being the same property,,as;_that,conveyed`.to Worcester ,r * `.'.
.:,:.Cbunty'Na.tional•Bank:by .the foreclosure deed of. . ;i } -
Worceater County National Saak-'dated'July 29, 1972
:and "recorded at the Northerno ks1202t:Pege�758'.of Dasds. -
in Lawrence, Essex Coua$y.
Execut ve vice. res ent;;
••,. 11(` .., .. .. .. .. _ .. .. .. .• lam'.,'•., r .•
:a true copy e••': ti,
ATTEST .. .: .. :• .. .,...-� .�
I, Jahn D. bunt,' Executive Vioe.President of ,the SWPoencorteJr:'.: "
County National.Baak do'hereby:certifY that Harry
{{{ is a'Senior Vice president•and.,Cash r of the orcester...Courity y
j National,Bank:
xecut e v e:Pree ent
Aaoorded'sept.5,1975'at,1:57PrI'.:Am
I
I
I
i
i
el
OF MPSSAG HUSETTS iyf
OO MMONW
EPL1N
"s
r •.- �c.��--'i;�y" j 1e, _„ ` d .- t9�.pN0.tP Fy65 3—
S GNUSETTS
Sp 'HALF MOON MEADOW"
OF ' 15.74 ACRES
o MMONWEPLTN +>m" +'HALF MOON WOODS"
C s ' A MDR[
rxeopARs a e N. Ncaoows
'HALF MOON PASTURE" .P ,+� •� "
?�' `/>'• ,T.'.' w� 10.TO ACRES ,`i't t±' "'"•
4 F I - ALLAN l DOYLE
"•FA_UM LAND' -
` .�F q 12. ,ACRES
/ 111
HLPPP. GOFF !i=:.:i '`•. _ GAF °yL i ..4a FARNUM LAND" ,
GONRAO SG LpURP F. �.�� :V J"' /� E3.43 ACRES al:
'/f N}%'�'_,-s J.`•. s`�i �rG }3
16w " 6 9
- / � 6n3q +1'F ' /..
AL—
\ r' r•Asoas "4s,ztwsF.." s,aa2sC'` 4 c: -\9 A WASC ALHUK ITRUSTEEI mu mu
RETY _
SALVATORE SAPENIZA " �gAAGs.F. 44,AIAs.F. 1 MUZIm m 'm"
49.2]AAF. %+r
a Z F
--LAWRENCE ___ WO — S A LEM
S�-t EM -------- --.- ---AI ='U WN- l K-E --F!R-4-"T E-
LAND IN NORTH ANDOVER, MASSACHUSETTS
1700 ESTATE TRUST
SURVEYED FOR
C LINGOLN GILES
BY
-P..._... C.-_�f9^ •t ane fx. - L's"pDpi FRANK H.ANDREWS—REG.G.E.a L.S.
SCALE 1°—100' MAR.16,1970
Abutter to Abutter()Building Dept.()Conservation()Xonning()
TOWN OF NORTH ANDOVER
ABUTTER LIST
REQUIREMENT., MGL 40A,Section 11 states in part"Parties in interest as used in this chapter shall mean the petitioner,
abutters,owners of land directly opposite on any public or private way,and abutters to abutters within
three hundred(300)feet of the property line of the pettitioner as they appear on the most recent applicable
tax list,not withstanding that the land of any such owner is located in another city or town,the planning
board of the city or town,and the planning board of every abutting city or town."
SUBJECT PARCEL LOCATION OWNER ADDRESS TOWN STATE ZIP
108.C-0010-0000.0 TUURNPIKE STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
PARCEL ID LOCATION OWNER ADDRESS TOWN STATE ZIP
108.A-0005-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.A-0010-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.A-0011-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.A-0012-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0001-0000.0 2240 TURNPIKE STREET BANSODE SWAPNALI 2240 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0002-0000.0 2218 TURNPIKE STREET MEEHAN SAMANTHA L. 2218 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0003-0000.0 2214 TURNPIKE STREET JAP FAMILY TRUST 2214 TURNPIKE STREET NORTH ANDOVER MA 01845
IOB.C-0004-0000.0 TURNPIKE STREET TRACY,LAWRENCE A,JR 2200 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0005-0000.0 2200 TURNPIKE STREET TRACY,LAWRENCE A,JR 2200 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0006-0000.0 2198 TURNPIKE STREET SOLANO,JORGE 2198 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0007-0000.0 2192 TURNPIKE STREET CONROY,RICHARD C 2192 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0008-0000.0 2170 TURNPIKE STREET KEOHANE SHANNON M. 2170 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0009-0000.0 2150 TURNPIKE STREET NYOIKE,JAMES,K. 2150 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0011-0000.0 BERRY STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0012-0000.0 BERRY STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0015-0000.0 338 BERRY STREET MURPHY,SONJA P. 338 BERRY STREET NORTH ANDOVER MA 01845
108.C-0016-0000.0 350 BERRY STREET DONNA NASSAR 350 BERRY STREET NORTH ANDOVER MA 01845
108.C-0017-0000.0 362 BERRY STREET ARSENAULT,KARL J 362 BERRY STREET NORTH ANDOVER MA 01845
108.C-0018-0000.0 345 BERRY STREET EDEN ALAXANIAN 345 BERRY STREET NORTH ANDOVER MA 01845
108.C-0024-0000.0 2060 TURNPIKE STREET KHANI,MANSOUR,E. 2060 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0031-0000.0 2061 TURNPIKE STREET BURSTEIN,ALVIN C 7951 EAST VIA LINDA SCOTTSDALE AZ 85254
108.C-0032-0000.0 2147 TURNPIKE STREET MEAR,GEORGE A 2147 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0044-0000.0 TURNPIKE STREET COMMONWEALTH OF MASSACHUSETTS 100 CAMBRIDGE STREET BOSTON MA 02114
108.C-0053-0000.0 2109 TURNPIKE STREET WHITEHOUSE,JOHN 2109 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0054-0000.0 2125 TURNPIKE STREET WATTERS,JOHN F 2125 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0055-0000.0 2135 TURNPIKE STREET CHLEAPAS,JAMES J 2135 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0056-0000.0 2155 TURNPIKE STREET CONWELL,MICHAEL R 2155 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0061-0000.0 2230 TURNPIKE STREET OLIVEIRA,JUNJIRA S. 2230 TURNPIKE STREET NORHT ANDOVER MA 01845
108.C-0062-0000.0 BERRY STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0066-0000.0 2177 TURNPIKE STREET DA ROSA LEANDRO COSTA 2177 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0067-0000.0 2163 TURNPIKE STREET ALEPAKIS,JOHN CHRISTOPHER 2163 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0142-0000.0 2110 TURNPIKE STREET CHANG,JOHN 2110 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0143-0000.0 2130 TURNPIKE STREET PEREZ,GARY 2130 TURNPIKE STREET NORTH ANDOVER MA 01845
ThWrO on
is codifies that th* P
rocords of th+e
Gfrkfied by:
LIST OF DRAWINGS
IT
NORTH ANDOVER FIRE �NosR slsP
STATION NO. 3 Ak I E
APPLICANT
TOWN 01 NORTH ANDOVER
Berry St North Andover,, MA 01845 120 MAIN STREET
NORTH ANDOVER,MA 01845
PROPERTY ADDRESS.
BERRYSTREET/TU RNPIKESTREET
NORTH ANDOVER,MASSACHUSETTS
ASSESSORS MAP/PARCEL.
MAP 108-LOT 10
ZONING DISTRICT R2-RESIDENCE 2
13-INDUSTRIAL 3
li
REFER TO SHEET C2.0 FORZONING BYLAW REQUIREMENTS
REGISTRY USE ONLY
ZBA SIGNITURES DATE
CIA II I C\cl\l 11,R'S 11 IN CTI R\1 E\CINFEIiS I O�11 ()I T\cll`� DE11c"l
f I\I I D. l-'�IG\ C PO(11 k -1,,' \S,�OCI�IFS, INC CI 'I�) 1'��RFI/P j� � I
- 1:1,C1191 1�0III I I I 1�I id-11 1'. 1 NIT 1 I�I Dim I. ki", I I"J F 1
I L 1.:, \1\ c N[\ 0-11BI
SACCOCCIO & ASSOCIATES, N
10t35 I'\IN\ \\E\1 1, cR\NR10'\, I'll 011910
RI:1 ANDS (')\,l I L I NI NIECII\-\I(' 1\ . I'l I\113ING- FINE
P\I,A CORD
01:\TION 1111'10'111'cllo\. \\D ELECI tIc\l
�11 t)l I"Cl INC
,\r()1,\. it 11 1)1"1" 1'\('I\i 1'1�1\C' I:l S 101-:1:il-I :351 Cl1'\'ILU\lLLL E()")
O E11 1-1, 'l PERMIT/ZNING ST
01 81 -16 fi
August 20, 2026
\\
s ya
\ _
z 1
�m TOWN OF NORTH ANDOVER SACCOCCIO & AssoclATES
FIRE STATION 3 ARCHITECTS
ARCHITECTURAL SYMBOLS LEGEND
�
T AND/OR ACOusr-cAL DETAIL BOUNDARY tiER*1A
—Tian MARK - N-Al ARCHITECTS
A�s
_ Saaooaoio&
Associates,Inc.
- °^ iNTE113R P,FVATIQV - s=no 5<azs
G6F'CREf MASON(LET--5 �
R —RVOR ELEVATION
FF$E TAG PL, OGD -
NORTH ANDOVER
STATION 3
Rouen worn
MATLRALTA6 . -
- . _u .,
—5 WALL—RD
STAR
REVIs—TAG
- Turnpike-Route 114&
ies be ry Berry Street North
o, z, e, Andover,MA 01845
® GRA—C SCAt,`_ _
Map Theme Legends Revision Schetlule�oumn ,a _cr
wk
� � cYmar row "<rvoovEa
� Zoning R isicn
�� f Number Revision Date
�,�rt_ NORiii ARROW = ``
ti E;36T FLOOR - rtLe E,FATIP.F MAs"Z
OFU
o00RTAG — -�§HEETTITLE
_ a GENERAL
NOTES,SYMBOL
&ABBREVIATION
LEGENDS
WINDOW TAG „o
aona rtsn96 s�rt,�. r
c... - N, ECKEU B.. E. O'I,282a
e \
ROOM NA E ROOM TAG - G 1 .0
NOT FOR CONSTRUCTION F
moo i
o�p mg
— �Noudolduaao
m o3ssvv S T
D � 3as)srvix33rvis"3 x3noorvv xixwr ao rvmoi 3xi woxa¢3rvi �\ ��i��um
� (n m=rv3x3a�rvna uniin s \ aV021 17 s-s
0I021tlH
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L
s.xonoa.rv�3.is�.si.i m°i,aoa°:�.i.arvoi.nx•�vox3°��3°o=3x.x3a E \ fir\ 25 S
�e ono 3x.rvi�o s3i.ni.x x3��3.os oi° � _ i
o rvory xo°3rvmo;.v�omxa;.rvo.i;..wory aro�ooi.s3„rvio.;..ni°isrvoas�s.xo.=ox.rvo=3x.si m.4i..o.x.ry - - _
—
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S310N
3mvn rvo♦vsx � � � ,Pi \s
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ON3S3l
dvw sn:)o-i
°
NORTH ANDOVER STATION 3
NEW FIRE STATION
BERRY STREET / TURNPIKE STREET
NORTH ANDOVER, MASSACHUSETTS
DATE: JULY 20, 2026
TOWN OF NORTH ANDOVER
120 MAIN STREET
NORTH ANDOVER,MA 01845
X
C CIVIL ENGINEER
DCARr -- \-
SiT E DEVELOPMENT 10PLEVEL
P
_ SITE AREA
'A'
249 SOUTH STREET
UNIT11-1 IIINILL
TEL.��:191-2221 A�.(I.-211
1�k
PROPERTY ADDRESS.
BERRY STREET TURNPIKE STREET
SITEJ
NORTH ANDOVER,MASSACHUSETTS
"'TO
ASSESSORS MAP/PARCEL.
o
OT T
MAP 108-LOT 10
A,
--T
-T
I ZONING DISTRICT
11141
R2-RESIDENCE 2
13-INDUSTRIAL 3
0
DRAWING LIST
1-0— 4w C-0.0 COVER
'ir A&I C-1.0 NOTES
L
C-2.0 LAYOUT AND MATERIALS
T�P C-3.0 GRADING AND UTILITIES
C-4.0 EROSION CONTROL
------— C-5.0 TYPICAL DETAILS
USGS MAP ASSESSORS MAP C-5.1 TYPICAL DETAILS
C-5.2 TYPICAL DETAILS
SCALE: 1` 1,000'+ SCALE: 1` 500'+ BOUNDARY&TOPOGRAPHIC
SURVEY(BY OTHERS)
IN
LEGEND DAL oNs
OWNER/APPLICANT_ EROSION CONTROL GENERAL NOTES_ EROSION CONTROL CONSTRUCTION NOTES_ THE TEMPORARY SEEDNC DES CNM EFOLLOWINC.
No PRoaoseD x sane eE coMPP SED of TH
NORTH AN—MA,D eII EPas oN AND sED WENT coNTFOL METHoas FOP THE sTE NcwDE saucTURAL AND IN ORDER To FURTHER M N M zE sED MFIT Lass oN THE sTE A GENERAL coNsraucT on TIRE w PC FOE ear
RIATI AN—IA 11— "IL 11 TIT
REDUCE THE TIME SOTS EIIISPI TO THE ELEMENTS THFPEFOPEPEDICNC THEPossBLTI APRL'AT
'PS
AND"",ALI THATOUTL IF I"IDT1NI GOVERN NC THEPPOPosED W CAR. SrOPMWATEPNLET RICEcr oN
DEED REFERENCE TANED THE 1111AITII WILL ALS1 IFIE.THE DRAWN PER
THE
"MIT
THE
E'ENT
FFYFN
IF,
FDA CONTRACTOR WILL THEM FILLI.THE SENDIAL SE.—IF.111 AS ITTLI-D SELI. .....T L AID DEEP I FROM'IT"
IIIITY
I UP
BOO,zee PAIF eos SrPICLIRAL PPACL cEs NVOLVF THE CONST11IT ON OF DFV CES TO D vPAT AND L M T I. CONTRACTOR SHALL COOPD NATE WILL LOCAL FOL CF DEPARTMENT PFOAPD NC TRAFFIC BEFORE A MILE S D SLIPPED. - -
AREA SAFFTY MFASIPES TO BE EMPLOYED DIP NC CONSTRICTION.
ASSESSORS REFERENCE PFOCEDUPESTONT I"MI THE MUST CLEAN 11 1EIIIE AID IFILAIF THE INLET
BE FOLLOWED. nwATEP LEAV NCASTE.THE FOLLOW NC APETHE e A TRAFFIC CONTIL OFFICER SHALL BE DIED FOR IAIoa DELVEPES TO THE MILE.
W——N IINTAILS AID STALL 11IFFIENT ALL IFAIIIES IF I F.AA,TO"IT"L P"S I AM D ORDER TI ID,INTAN THE I WENT IF THE SIPIONATI III AID IFIIITS DEFINIENNES 11 .111 DAY IS MIT FEASIBLE
TO PPFVENL SEDIMENT FROM LEDA NC THE ILEX aANCEs ON THE DRAW NCs SHALL BE CORRECTED OP MPLEMENLED AS sTE CONDITIONS
"ANCE."ANCES Dua NC CONSTRUCT oN SHALL BE NOTED AND POSTED oN THE SLOPMWATEP PAS NI ALL AREAS IINLA N NC STI1IWATF1 BASIS 1ARIE OP BELOW
z. PPIOP TO ANY ITE BRAD NC OP STE WORN THE CONTRACTOR SHALL INSTILL ALL DRAW NCS(KITE PLANSL. CPOUNDL SHALL BE PaoTECTED THPOUCHOUT"MIT
PUCL ON.THESE APES ARE NOT BE
DIFNT
AID
P"S
INTA
LI
FII
FOR
IENT SURFACE
PAS
OHR oP a."" PFn SSRIOTINMTHE SEDIIENL CONTROLS°wL WBE As sPEaFED oIPTHE APPRo EDIT ofI THE INTENT IS TI DIRECT ALL WATER FROM DIST11DED AREAS T1111Y1 O sFORMWA•DRnAIDSEn°ENTof°THESTABABILID AID PBaouSHT IN FOR
ARE
To BE
swB
a AREA(NOT DETAILED IN THE SITE P aw IS DEaARCE OF INLREATED CONSTRICTION RUNOFF FROM THE SITE.IIIIDII El THERE LL BE LION ILI SITE R �yMm W, zS�ls
PRO,
THE
o eE FIELD vEREED EASED IN CONSTRICTION E F�
ANr Woarc IP TO DD OF wFTIND PFSouacF AR CONSTRUCT oN ENTRANCES
FAR,
m. CONT ILTYPF AS SHOWN ON THE IINS T srsEMs As D crATED FO sTE coND T Otis ND uTED N THE CONSTRUCT ON CONSTRUCT oN ENTRANCES SHALL BE USED N CON�INCL ON W TH THE SLAB LPAT ON OF
TMNG PHASING AND MILE CONDITIONS sED MENr UNTILFNAL STAB LZAT ON NG AUTHOPT Es oP owNEPTo coNTFOL g,. L
1 THE
INSOLKyCO ITUP FS EFVENTION 'fix
THE
IF,
CLE
BOUNDARY AND TOPOGRAPHI C SURVEY NOTES_ s. UCTIO
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�/ NOT FOR CONSTRUCTION SHEET OF
Abutter to Abutter()Building Dept.()Conservation()Xonning()
TOWN OF NORTH ANDOVER
ABUTTER LIST
REQUIREMENT., MGL 40A,Section 11 states in part"Parties in interest as used in this chapter shall mean the petitioner,
abutters,owners of land directly opposite on any public or private way,and abutters to abutters within
three hundred(300)feet of the property line of the pettitioner as they appear on the most recent applicable
tax list,not withstanding that the land of any such owner is located in another city or town,the planning
board of the city or town,and the planning board of every abutting city or town."
SUBJECT PARCEL LOCATION OWNER ADDRESS TOWN STATE ZIP
108.C-0010-0000.0 TUURNPIKE STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
PARCEL ID LOCATION OWNER ADDRESS TOWN STATE ZIP
108.A-0005-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.A-0010-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.A-0011-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.A-0012-0000.0 SHARPNERS POND ROAD TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0001-0000.0 2240 TURNPIKE STREET BANSODE SWAPNALI 2240 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0002-0000.0 2218 TURNPIKE STREET MEEHAN SAMANTHA L. 2218 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0003-0000.0 2214 TURNPIKE STREET JAP FAMILY TRUST 2214 TURNPIKE STREET NORTH ANDOVER MA 01845
IOB.C-0004-0000.0 TURNPIKE STREET TRACY,LAWRENCE A,JR 2200 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0005-0000.0 2200 TURNPIKE STREET TRACY,LAWRENCE A,JR 2200 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0006-0000.0 2198 TURNPIKE STREET SOLANO,JORGE 2198 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0007-0000.0 2192 TURNPIKE STREET CONROY,RICHARD C 2192 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0008-0000.0 2170 TURNPIKE STREET KEOHANE SHANNON M. 2170 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0009-0000.0 2150 TURNPIKE STREET NYOIKE,JAMES,K. 2150 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0011-0000.0 BERRY STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0012-0000.0 BERRY STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0015-0000.0 338 BERRY STREET MURPHY,SONJA P. 338 BERRY STREET NORTH ANDOVER MA 01845
108.C-0016-0000.0 350 BERRY STREET DONNA NASSAR 350 BERRY STREET NORTH ANDOVER MA 01845
108.C-0017-0000.0 362 BERRY STREET ARSENAULT,KARL J 362 BERRY STREET NORTH ANDOVER MA 01845
108.C-0018-0000.0 345 BERRY STREET EDEN ALAXANIAN 345 BERRY STREET NORTH ANDOVER MA 01845
108.C-0024-0000.0 2060 TURNPIKE STREET KHANI,MANSOUR,E. 2060 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0031-0000.0 2061 TURNPIKE STREET BURSTEIN,ALVIN C 7951 EAST VIA LINDA SCOTTSDALE AZ 85254
108.C-0032-0000.0 2147 TURNPIKE STREET MEAR,GEORGE A 2147 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0044-0000.0 TURNPIKE STREET COMMONWEALTH OF MASSACHUSETTS 100 CAMBRIDGE STREET BOSTON MA 02114
108.C-0053-0000.0 2109 TURNPIKE STREET WHITEHOUSE,JOHN 2109 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0054-0000.0 2125 TURNPIKE STREET WATTERS,JOHN F 2125 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0055-0000.0 2135 TURNPIKE STREET CHLEAPAS,JAMES J 2135 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0056-0000.0 2155 TURNPIKE STREET CONWELL,MICHAEL R 2155 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0061-0000.0 2230 TURNPIKE STREET OLIVEIRA,JUNJIRA S. 2230 TURNPIKE STREET NORHT ANDOVER MA 01845
108.C-0062-0000.0 BERRY STREET TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER MA 01845
108.C-0066-0000.0 2177 TURNPIKE STREET DA ROSA LEANDRO COSTA 2177 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0067-0000.0 2163 TURNPIKE STREET ALEPAKIS,JOHN CHRISTOPHER 2163 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0142-0000.0 2110 TURNPIKE STREET CHANG,JOHN 2110 TURNPIKE STREET NORTH ANDOVER MA 01845
108.C-0143-0000.0 2130 TURNPIKE STREET PEREZ,GARY 2130 TURNPIKE STREET NORTH ANDOVER MA 01845
ThWrO on
is codifies that th* P
rocords of th+e
Gfrkfied by:
r
i wr.N►aNwsrrs Wwrowr mn�e w oos►"W"4.mw moo aw i
so
9
., .
$ WORCE STER COUNTY NATIONAL HANK, a national.assoeiation organized under.
the laws of the•1Tnited' States of America ..
�• 747C�Ofp(X)Idt7N(4li�I�l4ftGCib�dCpt1[�J�(Xd i
P
and baying fis uuLg pl=of waam at 446 Main Street,. Worcester, Worcester
c mty.MLN
forcon:Ideatianp,4udinJuHCoa erWwof Thirty-Five Thousand Dollars ($35,000.00)
J, rnt,to 'Town of North Andover, a.municipal corporation
S�DC vitk gttlltlitta:ssurai�ate : )
y ' • theGndin North Andover, Massachusetts, described as the southerly part
" and shown sa a
s more or le
•4
• of the "Farnum band , containing 23.43 acre , •, x
+ Massachusetts
•; on "Plan of Land" in 7�9dk3{r7t�Pl0(�7F%�%�R�P1�f'7pt)['JtX North Andover,
• and called "1700 Estates'Trust" isrM recorded in the Northern District
z of the Registry of Deeds in Lawrence, Essex County,as.Plan He. b245,:
+ bounded and described• as follows:
• s BEGINNING at a steel bar at the intersection of the easterly
i side of the Salem Turnpike (Route 114) and the southerly aide of Berry
Street in North Andover, Essex County, Massachusetts;
THENCE 5..32 36, E. one hundred fifty-two and eight tenths (152.8)
feet along the easterly side of the Salem Turnpike. (Route 114} to a
stone bound;
THENCE N. 570241•E. nine and fifty.hundredths (9.50} feet to s
drill hole.at..a stonewall corner;
THENCE N. 11029'•E. eighty-trio'and--four'tenths' (82A) •feet along
stonewall by land of Muzichuk to a drill hole-
stonewall
THENCE N. 72015' E. one hundred seventy-eight and three tenths ,•a
(178.3)-feet along stonewall to a drill•hole. at.A stonewall corner; i T
' THENCE S. 18052' E. one•:hundred seven and One tenth (I07.1} feet
along wall..to a Podnt3... .......... '4
TIIENCE S:'25 37' E. 'one'hundred twenty-three•(123) feet. along ,
wall to a point;
THENCE'S. '30°409..E:- one. hundred.ten and, eight tenths ;(110..8) feeti i
along wall to a poMt;• m. . • • -
THENCE S. 11 23 -•E. one hund:red siztyPour. arid:live tenths (164.5)
feet along wall to a drill hole in,siid.,wall;:.. ,.. .
1 THENCE S. 10°05'•'W: two.hundred;twenty-seven,(227) feet:slong
8 wall to an iron pipe; the. six.preceding couirses all border lapd of-
-i •:
Muzichuk;
THENCE S. 82058' E. one hundred ninety-six and five tenthe .(ig6.5);
feet:along.wall to,a point; .
' THENCE. :• 8tt°01t E..two hundred'ninety-seven'.(297) feet along xall i
and land 'of.Beckett'to a••drill'hole; _
TIIENCE S. 29041, E. seventy-six'and-six .tenths (76.6) fet alo
ng
wall and lands of Beckett and Constantine to a point;
THENCE S. 28059' E. three hundred thirty-one (331) feet along
wall and lands of &onstantine, Pinsod and Rowell to a point; j
THENCE S. 29 47, E. one hundred forty (140) feet along.wall.and
land of-Rowell and Lear to a drill hoie.at a stonewall intersection of ; xr
land of Allan J.
le;
THENCE-N. 61- 3'•.E• eighty»five and.aeyen tenths (85•7) teat t
along wall to & point; ;;
THENCE N. 74°02' E.. one hundred seventy-£our and one tenth.'(174.1)
feet alonr. wall to a voint; i ='
? THENCE N. 20056 E., one hundred.eighteen (118.) feat.along wall
to a point; °
THENCE N. -50 22! E. fifty-three and sewn tenths (53.7) feet
along wall•to a'point; ,
THENCE N. 74°421 E. one hundred•:fourteen and nine'tentli�
(114.9) feet along wall to a point; ;the preceding Ylve courses;all-
' ,?.
border land of Allan J. Doyle; 1 feet
THENCE N.•18043r E: seventy-one and one tenth (7.1. )
along wall•and -land of MeaQowa .to apoint;
THENCE N.•03°52'. W� one hundred sixteen an*four teaths.(116.4)
t o apoint).
ows
.. d. of Me ad
an
• Pbet along wail and 1
THENCE N. Ol°u4t:E;.one hundred ninety-one and four tenths .� .
(191.4) feet along'wall and'land'of Meadows to a drill hole at a •' „.i
stonewall intersection,. `, "�
Gi0 THENCE N. 770101 W. one hundred seventy-eight and one tenth. D
(178r.1) feet along wall to a points
CE N. 58°24' W. one hundred eighteen and eight tenths '
(118.8� feet along wall to a point;
HENCE N. 640021 W. one hundred sixty-nine (169) feet along
• wall to a point; o �
HENCE N. 7t W. one hundred seventy-two (172)• feet,along i�;a,� .
T 71 3
wall to a point;
THENCE N. 21059t W. one hundred, fifty and three tenths (150.3).
feet along wall to a point;
THENCE N. 120221
E. sixty-four and eight tenths (64.8) feet a7.ong v. • .
wall to a point;
THENCE N. 19018t E. one hundred forty-six and five tenths (146.5)
feet along wall to a stonewall intersection; a
` THENCE N. 810581 W. two hundred ninety-four-and five tenths
(294.5) feet along wall to a point; i
THENCE N. 820411 W. two hundred nine and four tenths (209.4)'
feet along wall to°a point;
THENCE N. 81 479 W. one hundred seventy-one and eight tenths <•
(171.8) feet along wall to a drill hole; h, .
THENCE N. 820079 W. one hundred twenty-three and five tenths
�. (123.5 feet to a drill hole at wall corner
x HENCE N. 120501 E. twenty and two tenths (20.2) feet to a drill
hole at a stonewall. corners
THENCE N. 350321 W. one hundred thirty-one (131) feet along .
'•. the stonewall to a°dri11 hole;
THENCE N. 88 25 W. one hundred fifty-two -and five tenths
(152.5) feet across a stonewall to a drill hole in a stonewall on ,
the southerly side of Berry Street; all of the fourteen preceding
} courses are by langs 'of the 1700 Estates Trust;
THENCE S. 21 271 W. forty-five and eight tenthe (45.8) feet
along the stonewall of the southerly side of Berry Street to a drill hole3.
THENCE S. 280221 W. two hundred thirteen and six'tenths (213.6)
feet along stonewall by said Berry Street to the point of beginning.
Being the same premises.conveyed to Grantor by Foreclosure Deed !
dated August 29, 1972 and recorded'with said Registry Book 1202, Page 758.
_•:
L' NVlCAIiH OF wiSS1411 SETT
o
set
` fit i1zMMIT8 whataf.the said WORCESTER COUNTY NATIONAL BANK
has=W its Corporate sad to be hereto s&cd.and these present,to be signed,sdaarledged am
•; ddivered inks nam and bc6ff b7 ,yam; •
:• ks hereto duly mwmiZ4 this
t -
4 day of ..n.A- la eae the� ow tboussad nine hundred and seventy-five.
Signed sad soled is preseooe of WOR COUNTY NATIONAL BANK ,
i iir .aO
. it
r
i;, . i ' BYE 1Tii 6 8' i--- "1 �•.•
dq,,oYo as •uq at�a„adpueua Sitworecoteri
J.
1.• - • ` •" -.•.Jugs lb, • '•39'f5 .
Tbta pusooal(7 apposed the�boYe aunrd ,• Harry b 8pancer,
gad acknowledged dw fosegmng Latnurkat to be the free•d and dad of the ifDAC&4TSR COUH'17C
}, • tiaTsoNAL BARK befog me ,
• i.:.
1975
July 16#
,� �,, ;±.. . .. ,. • , •CERTIFICATION• . , , .• -�. ...;:,'• '
John D. HunC,• Executive vice President of the '
Worcester County National Blink;"do hereby certify that at
! the meeting 'of directors held-on-.June. 24, i97'. the following:
vote ,'oar passed and is-stil'1 in effects -1
Spencer; Jr.. Senior ,:.,.
yOTEDt To ratify the-action of Harry Z. _
vice President and Cashier taken'on June 16, 1975, ;`
} to sell to the Town•of North Andover for a consideray: A �
tion•of•535:000••two �arceis of.land containing 23.3 ':1 r
`i acres and 2 acres more7ess'respectivelY at Turns ; w
pike And Berry Streets:.in•North Andover, Hassachueetts�.,r
being the same property,,as;_that,conveyed`.to Worcester ,r * `.'.
.:,:.Cbunty'Na.tional•Bank:by .the foreclosure deed of. . ;i } -
Worceater County National Saak-'dated'July 29, 1972
:and "recorded at the Northerno ks1202t:Pege�758'.of Dasds. -
in Lawrence, Essex Coua$y.
Execut ve vice. res ent;;
••,. 11(` .., .. .. .. .. _ .. .. .. .• lam'.,'•., r .•
:a true copy e••': ti,
ATTEST .. .: .. :• .. .,...-� .�
I, Jahn D. bunt,' Executive Vioe.President of ,the SWPoencorteJr:'.: "
County National.Baak do'hereby:certifY that Harry
{{{ is a'Senior Vice president•and.,Cash r of the orcester...Courity y
j National,Bank:
xecut e v e:Pree ent
Aaoorded'sept.5,1975'at,1:57PrI'.:Am
I
I
I
i
i
el
OF MPSSAG HUSETTS iyf
OO MMONW
EPL1N
"s
r •.- �c.��--'i;�y" j 1e, _„ ` d .- t9�.pN0.tP Fy65 3—
S GNUSETTS
Sp 'HALF MOON MEADOW"
OF ' 15.74 ACRES
o MMONWEPLTN +>m" +'HALF MOON WOODS"
C s ' A MDR[
rxeopARs a e N. Ncaoows
'HALF MOON PASTURE" .P ,+� •� "
?�' `/>'• ,T.'.' w� 10.TO ACRES ,`i't t±' "'"•
4 F I - ALLAN l DDYLE
"•FA_UM LAND' -
` .�F q 12. ,ACRES
/ 111
HLPPP. GOFF !i=:.:i '`•. _ GAF °yL i ..4a FARNUM LAND" ,
GONRAO SG LpURP F. �.�� :V J"' /� E3.43 ACRES al:
'/f N}%'�'_,-s J.`•. s`�i �rG }3
16w " 6 9
- / � 6n3q +1'F ' /..
AL—
\ r' r•Asoas "4s,ztwsF.." s,aa2sC'` 4 c: -\9 A WASC ALHUK ITRUSTEEI mu mu
RETY _
SALVATORE SAPENIZA " �gAAGs.F. 44,AIAs.F. 1 MUZIm m 'm"
49.2]AAF. %+r
a Z F
--LAWRENCE ___ WO — S A LEM
S�-t EM -------- --.- ---AI ='U WN- l K-E --F!R-4-"T E-
LAND IN NORTH ANDOVER, MASSACHUSETTS
1700 ESTATE TRUST
SURVEYED FOR
C LINGOLN GILES
BY
-P..._... C.-_�f9^ •t ane fx. - L's"pDpi FRANK H.ANDREWS—REG.G.E.a L.S.
SCALE 1°—100' MAR.16,1970
hF Hiss,, ;sq.
,1.mro,n ol1'Vorth.11ndmer
40
120 zWIi m,0,'1r (I
N'Ofth An,4wer, U4 0184.5
immm o n:°m°tact,sla))
I'cle1,mhorl' * (9/8)688,9,5 10 on
August 18, 2026
Town of North Andover
Zoning Board of Appeals
120 Main Street
North Andover, MA 01845
Re: Berry Street
I, Melissa Murphy-Rodrigues, Town Manager, authorize Saccoccio & Associates Architects to speak on
the Town's behalf regarding the Zoning Application for the construction of Fire Station 3 on Berry Street.
Melissa.Murphy Rodrigues
Town Manager