decision STAMPED 45 Jefferson (1) =� CITY OF SALEM
PLANNING BOARD 321 r: .2 A14 : 1 o
:l.ti
Decision
Site Plan Review, C-ROD Site Plan Review, Stormwater Management Permit
45 Jefferson Ave(Map 25,Lot 653)
April 24, 2026
Re: Application of Scott Grover, Esq. f/b/o ZXE, LLC for the property located at 45 Jefferson
Avenue (Map 25, Lot 653) in the Industrial, Coastal Resiliency Overlay District, and Entrance
Corridor Overlay District Zoning Districts for Site Plan Review in accordance with the following
sections of the Salem Zoning Ordinance: Section 9.5 Site Plan Review, Section 8.9 Coastal
Resiliency Overlay District Site Plan Review, and Section 37 of the Salem Code of Ordinances,
Stormwater Management Permit. Specifically, the applicant proposes to demolish the existing
buildings and construct a new four-story and approximately 100,000 square-foot self-storage
facility. The proposed building includes 735 total storage units, with 721 units in the interior and
14 units accessible from the exterior. Additional site improvements proposed include 11 parking
spaces, a two-way driveway, and a two-lane drive aisle around the front and side of the facility.
Procedural History
1. An application for a Site Plan Review and C-ROD Site Plan Review, under Sections 9.5
and 8.9. of the City of Salem Zoning Ordinance was made by Scott Grover and filed with
the Planning Board on November 6, 2025.
2. The notice of public hearing was first issued on November 20, 2025.
3. The Planning Board of the City of Salem opened the public hearing on December 4, 2025
and continued to January 8, 2026, February 5, 2026, February 19, 2026, March 5, 2026,
March 26, 2026, April 9, 2026, and April 23, 2026.
4. On January 1, 2026 a contract with Bobrek Engineering was executed to provide an
independent peer review of the proposed development plans and drainage for all discharged
and connections to the City of Salem MS4 drainage system, and onsite engineering issues
covered by the City of Salem "Engineering Rules and Regulations for Site Plan Review
and Building Permit Routing Slip sign off checklist" per the tasks identified in the letter
dated April 17, 2026.
5. The Design Review Board provided recommendations on January 28,2026.
6. The Planning Board closed the public hearing on April 23, 2026.
7. The plans and other submission material were reviewed by the Planning Board.Throughout
its deliberations, the Planning Board has been mindful of the statements of the applicants
and their representatives, and the comments of the general public, all as made at the public
hearing.
Specific Findings
Planning Board Decision
45 Jefferson Ave(Map 25,Lot 653)
April 24,2026
The Planning Board, after a public hearing and review of submitted materials and testimony,
hereby finds that the proposed amendment to the previously approved project meets the provisions
of the City of Salem Zoning Ordinance, Sec.9.5 Site Plan Review and Sec. 8.9 C-ROD,as follows:
The Planning Board finds that the proposed project as conditioned complies with all review criteria
as identified in Site Plan Review, Sec. 9.5.6,and Sec. 8.9.10.The Plan meets accepted site planning
standards and promotes standards such that the development takes place in a manner which shall
in all aspects be an asset to the City.
Decision
In view of these findings, the Planning Board decided at a regularly scheduled meeting on April
24, 2026, by a vote of nine (9) (Chair Kirt Rieder, Sarah Tarbet, Jonathan Berk, Zach Caunter,
Tom Furey, Carole Hamilton, Graham Wing, Helen Sides, and Josh Turiel) in favor, and none(0)
opposed to approve the proposed project subject to the following conditions:
1. Conformance with the Plan
a. Work shall conform to the Civil "Site Plan Set for ZXE, LLC Proposed Self-
Storage Facility" and the Architectural set"Self-Storage Facility 45 Jefferson Ave
Salem, MA"with the sheets listed below(the"Plans"):
Drawing Title Sheet Prepared By Issued Revised
No.
Cover Sheet C-1 Stonefield Engineering and 7.30.24 3.27.26
Design
Existing Conditions C-2 Stonefield Engineering and 7.30.24 3.27.26
Plan Design
Demolition Plan C-3 Stonefield Engineering and 7.30.24 3.27.26
Design
Site Plan C-4 Stonefield Engineering and 7.30.24 3.27.26
Design
Grading&Drainage C-5 Stonefield Engineering and 7.30.24 3.27.26
Plan Design
Utility Plan C-6 Stonefield Engineering and 7.30.24 3.27.26
Design
Lighting Plan C-7 Stonefield Engineering and 7.30.24 3.27.26
Design
Soil Erosion& C-8 Stonefield Engineering and 7.30.24 3.27.26
Sediment Control Design
Plan
Soil Erosion & C-9 Stonefield Engineering and 7.30.24 3.27.26
Sediment Control Design
Details
Landscape Plan C-10 Stonefield Engineering and 7.30.24 3.27.26
Design
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Planning Board Decision
45 Jefferson Ave(Map 25,Lot 653)
April 24,2026
Landscape Details C -11 Stonefield Engineering and 7.30.24 3.27.26
Design
Construction Details C-12 Stonefield Engineering and 7.30.24 3.27.26
Design
Construction Details C-13 Stonefield Engineering and l 7.30.24 3.27.26
Design
Construction Details C-14 Stonefield Engineering and 7.30.24 3.27.26
_ Design
Construction Details C-15 Stonefield Engineering and 3.27.25
Design
Preliminary First Groundwork 11.4.24 4.2.26
Floor Plan I Architects/Planners
Preliminary Second Groundwork 11.4.24 4.2.26
Floor Plan Architects/Planners
Preliminary Third Groundwork 11.4.24 4.2.26
Floor Plan Architects/Planners
Preliminary Fourth Groundwork 11.4.24 4.2.26
Floor Plan Architects/Planners
Building Elevations Groundwork 11.4.24 4.2.26
Architects/Planners
Building Elevations Groundwork 11.4.24 4.2.26
Architects/Planners
Preliminary Roof Groundwork 12.30.25 4.2.26
Plan Architects/Planners
2. Amendments
a. Any proposed future changes to the site plan shall be submitted to the City Planner
for their review, prior to any changes in the field. The submission shall include a
plan sheet with all changes from the plans approved by the Planning Board bubbled,
noted, and stamped by a licensed professional engineer or architect. This
submission shall also include a brief narrative explaining the proposed changes. If
deemed necessary by the City Planner, these amendments shall be brought to the
Planning Board. Any waiver of conditions contained within shall require the
approval of the Planning Board.
3. Transfer of Ownership
a. In the event of the transfer of the site as a whole, within five (5) days of such
transfer, the Owner shall notify the Board in writing of the new owner's name and
address. The terms, conditions, restrictions, and/or requirements of this decision
shall be binding on the Owner and its successors and/or assigns.
4. Site Specific Conditions
a. If an HVAC unit is located on the roof or at grade on site, it shall be visually
screened. The method for screening the unit shall be submitted to the City Planner
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April 24,2026
for review and approval prior to installation. Approved method for screening shall
be constructed and installed prior to the issuance of a Certificate of Occupancy.
b. Any dumpsters and compactors located on the site shall be visually screened. The
method for screening the unit shall be submitted to the City Planner for review and
approval prior to installation. Approved method for screening shall be constructed
and installed prior to the issuance of a Certificate of Occupancy.
5. Design Review Board
a. Any bollards on-site shall be painted silver.
6. Pre-Construction Conference
a. Prior to mobilizing equipment on site for the start of work, a pre-construction
conference as necessary shall be scheduled with the City Planner,the City Engineer
(or their designee), the Building Commissioner, the Health Agent, Tree Warden
and any other departments that may be necessary. The Owner shall submit a
construction schedule at the time of the pre-construction conference. The schedule
shall include a description of how construction will be phased and staged and what
the impacts will be to the sidewalks and roadways.
7. Traffic& Circulation
a. To ensure that safe vehicular, bicyclist, and pedestrian circulation is maintained
throughout construction, applicant shall submit to the City Planner, prior to
issuance of a Building Permit, a plan detailing site access for construction vehicles,
material delivery, debris removal, and any other vehicular activity associated with
the project's construction.
b. The developer shall coordinate construction activities with the City Engineer.
c. Prior to issuance of a Certificate of Occupancy, the applicant shall submit a revised
plan sheet showing adequate short-term outdoor parking that conforms with the
City of Salem Bicycle Parking Guidelines. Bicycle parking shall be maintained
during the operation of the proposed facility. Any details regarding the type,
quantity, and location of the bicycle parking not established through the approved
plans shall be reviewed and approved by the City Planner prior to installation,
according to City of Salem Bike Parking Guidelines.
d. The owner shall contribute$1,000 per proposed parking space to the City of Salem
Transportation Enhancement Fund(TEF),commensurate to the project's impact on
the City's transportation network, prior to issuance of a Certificate of Occupancy.
The TEF will be used by the city for transportation network services relating to
infrastructure and or operation of the transportation network.
S. Landscaping
a. An as-built landscaping plan accompanied with a letter from a Registered
Landscape Architect or certified arborist certifying compliance of the landscaping
with the approved plan shall be submitted to the City Planner prior to issuance of
the Certificate of Occupancy.
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April 24,2026
b. Maintenance of all landscaping on the site shall be the responsibility of the
Applicant indefinitely,its successors or assigns, and any tree or shrub that does not
survive shall be replaced.
9. Maintenance
a. Refuse removal,ground maintenance, and snow removal shall be the responsibility
of the applicant. "Refuse removal" includes recycling, which shall be the
responsibility of the owner, successors, or assigns. The owner shall provide
adequate facilities to ensure all users are able to recycle their trash. Owner is to
enter into a contract with a company of the owner's choice to arrange pick-up of
recyclable material. A copy of this contract is to be submitted to the City Engineer.
b. Winter snow in excess of snow storage areas on the site shall be removed off- site.
10.Fire Department
a. All work shall comply with the requirements of the Salem Fire Department.
11.Building Inspector
a. All work shall comply with the requirements'of the Salem Building Inspector.
12.Board of Health
The owner shall comply with the following specific conditions issued by the Board of
Health:
a. The individual presenting the plan to the Board of Health must notify the Health
Agent of the name, address, and telephone number of the project (site) manager
who will be on site and directly responsible for the construction of the project.
b. If a DEP tracking number is issued for this site under the Massachusetts
Contingency Plan, no structure shall be constructed until the Licensed Site
Professional responsible for the site meets the DEP standards for the proposed use.
c. A copy of the Licensed Asbestos Inspector's Report must be sent to the Health
Agent.
d. A copy of the Licensed Lead Inspector's Report must be sent to the Health Agent.
e. A copy of the Demolition Notice sent to the MA DEP, Form BWPAO6, must be
sent to the Health Agent.
f. The developer shall adhere to a drainage plan as approved by the City Engineer.
g. The developer shall employ a licensed pesticide applicator to exterminate the area
prior to construction, demolition, and/or blasting and shall send a copy of the
exterminator's invoice to the Health Agent.
h. The developer shall submit a plan for rodent control maintain the area free from
rodents throughout construction.
i. The developer shall submit to the Health Agent a written plan for dust control and
street sweeping which will occur during construction.
j. The developer shall submit to the Health Agent a written plan for containment and
removal of debris, vegetative waste, and unacceptable excavation material
generated during demolition and/or construction.
k. In accordance with Board of Health Regulation#7, the developer shall ensure that
the trash contractor offer mandatory recycling to the development.
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1. The Fire Department must approve the plan regarding access for fire fighting.
in. Noise levels from the resultant establishment(s)generated by operations, including
but not limited to refrigeration and HVAC systems,shall not increase the broadband
sound level by more than 10 dB(A) above the ambient levels measured at the
property line.
n. The developer shall disclose in writing to the Health Agent the origin of any fill
material needed for the project.
o. The resultant establishment shall dispose of all waste materials resulting from its
operation in an environmentally sound manner as described to the Board of Health.
p. The developer shall notify the Health Agent when the project is complete for final
inspection and confirmation that above conditions have been met.
13. City Engineer& Utilities
a. All work shall comply with all requirements of the City Engineer.
b. All work shall comply with the Engineering Rules and Regulations.
c. The applicant shall comply with all the recommendations from the civil peer review
letter issued by Bobrek Engineering & Construction dated April 17, 2026,
excluding recommendations pertaining to 2.A.Il.d.3 relative to documenting that
the drain system to serve the proposed development has adequate capacity.
d. The applicant must comply with all above conditions (13a. through 13c.) prior to
the Engineering Department sign-off on any building permits (including but not
limited to building, foundation,demolition, etc.)and/or the issuance of any permits
from the Engineering Department for new utility connections.
e. Prior to Engineering sign-off on any building permits (including but not limited to
building, foundation, demolition, etc.) and/or the issuance of any permits from the
Engineering Department for new utility connections, the applicant shall provide
updated final plans, temporary and permanent easements, calculations and/ or
stormwater reports that comply with the following outstanding Engineering
Department Rules and Regulations:
14. Prior to Demolition Permit
i. In accordance with l.A.I.a.: Provide results of internal building inspection
identifying all pipes entering and/or exiting the existing buildings including
but not limited to water, sewer and drain lines. Report shall identify the
number of pipes, type, material and locations. This information shall be
incorporated into the demolition plan.
ii. In accordance with 1.A.I.b.: Reuse of existing water services is not
permitted. All existing services shall be cut and capped at the main in the
street, in accordance with City Building Demolition Regulations. Tee
service connections shall be removed from the main and replaced with a
minimum of 4 feet of new CLDI class 52 piece of pipe using repair clamp
that may need to be mechanical restrained. Saddled service connections
shall be removed from the main and replaced with a stainless-steel repair
clamp.
iii. In accordance with 1.B.I.a.: Licensed plumber to complete building
inspection to locate all sewer lines (noting location, size and material)
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connected to the existing building(s). Engineer shall incorporate this
information on the site plan, along with the sewer lines (location, size,
material) in the abutting street(s).
iv. In accordance with 1.B.I.b.: Dye testing of all pipes leaving the building(s)
shall be performed to confirm connectivity to sewer lines in the abutting
street(s).
v. In accordance with 1.B.I.d.: If reuse is not proposed, services shall be cut
and capped at the City main in the street.
vi. In accordance with 1.B.I.f.: Sump pump or roof drain connections to the
sewer are not allowed and shall be redirected by the applicant at the
applicant's expense.
vii. In accordance with 2.A.I.a.: Licensed plumber to complete building
inspection to locate all drain lines(location, size and material)connected to
the existing building(s) (including,but not limited to, sump pumps and roof
drains). The Engineer shall incorporate this information on the plan, along
with the drain lines (location, size, material) in the abutting street(s).
viii. In accordance with 2.A.I.b.: Dye testing of all pipes leaving the building(s)
shall be performed to confirm connectivity to drain lines in the abutting
street(s).
ix. In accordance with 2.A.I.d.: If reuse is not proposed, services shall be cut
and capped at the main in the street.
15. Prior to Building Permit
i. In accordance with LA.I.c : Provide existing water demand peak flow.
ii. In accordance with 1.A.II.a.: The Engineer to provide a letter stating that
the City's watermains to serve the proposed development have adequate
flow and pressure for both domestic and fire service, if applicable. Back-
up data, including engineering calculations and the results of hydrant flow
tests (within one year), shall be included in the letter. (Note: Any and all
deficiencies identified in the water system shall be corrected by the
applicant, at the applicant's expense, to the satisfaction of the City
Engineer.)
iii. In accordance with I.A.II.b.: Provide proposed water demand peak flows.
iv. In accordance with I.A.II.c.: Provide detailed information on the water
meter location in the building that demonstrates clear access for future
maintenance and that no other connections (tees) exist before the City's
main meter. (Note that a horseshoe connection is not allowed). Meter shall
be located as close as possible to where the water service enters the building.
Provide plumbing plans. Separate fire and domestic services (1 inch
minimum) are required with valves on each service at the main for the fire
and large domestic services (4 inch and above) and on the sidewalk for
smaller domestic services (less than 4 inch). Piping under foundations
should be avoided.
v. In accordance with 1.A.II.h.: All water gate valves shall be open right.
vi. In accordance with 1.A.II.k.: Water taps shall be completed using a saddle
connection to ensure a tight connection
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Planning Board Decision
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vii. In accordance with 1.A.II.m.: Provide fire sprinkler system design
confirming the required size of the fire service for the building (note a
backflow preventer is required).
viii. In accordance with 1.A.II.n.: Identify if an irrigation system will be
installed. A backflow preventer will be required for an irrigation system is
installed; provide location of backflow device on drawing.
ix. In accordance with 1.A.II.o: If proposed service is only one diameter
smaller than the City water main, a tee connection will be required. A
triple gate configuration may also be required if the City Engineer
determines that the existing valves on the City water main at that location
do not provide adequate control.
x. In accordance with 1.A.II.p.: A containment backflow prevention device
will be required for all commercial and mixed-use properties as well as
residential properties with 10 or more units. This device shall be installed
directly after the City water meter.
xi. In accordance with 1.A.II.q.: A Licensed Plumber shall certify in writing to
the City Engineer and Plumbing Inspector whether additional backflow
prevention devices are required for the proposed building other than those
required above.
xii. In accordance with l.A.II.r.: If a backflow device is required, the Licensed
Plumber and/or Fire Protection Engineer shall complete and submit a
separate Backflow Prevention Device Design Data Sheet for each proposed
device using the online permitting system, VPC, with associated fee ($100
each).
xiii. In accordance with 1.A.II.s.: Containment and fire sprinkler backflow
devices shall be located as close as possible to where the water service
enters the building.
xiv. In accordance with 1.A.II.v.: Vertical Separation: Whenever sewers must
cross under water mains and/or services, the sewer shall be laid at such an
elevation that the top of the sewer is at least 18-inches below the bottom of
the water main. When the elevation of the sewer cannot be varied to meet
the above requirements, the water main shall be relocated to provide this
separation or re-constructed with mechanical joint pipe for a distance of
10 feet on each side of the sewer. One full length(18 ft) of water main
and/or service should be centered over the sewer crossing so that both
joints will be as far from the sewer as possible.
xv. In accordance with 1.A.II.w.: When it is impossible to obtain horizontal
and/or vertical separation as stipulated above,both the water main and
sewer shall be constructed of mechanical joint cement lined ductile iron
pipe or other equivalent based on water-tightness and structural soundness.
Both pipes shall be pressure tested by an approved method to assure
water-tightness.
xvi. In accordance with 1.B.I.e.: Provide existing sewer discharge peak flows.
xvii. In accordance with 1.B.II.a.: The Engineer shall provide a letter to the City
Engineer stating that the City sewer system to serve the proposed
development has adequate capacity and is in good condition to
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April 24,2026
accommodate the proposed flows. Back-up data, including engineering
calculations and the results of all sewer inspections, shall be included in the
letter. Cleaning and CCTV inspections of the sewer main based on the
Pipeline Assessment Certification Program (PACP) standards will be
required showing the full circumference of the pipe.CCTV limits are shown
on attached PDF Plan entitled "45 Jefferson Avenue— Cleaning & CCTV
requirements for Sewer" dated April 16, 2026 provided by the City of
Salem,MA Engineering Department..A copy of the video and logs shall be
submitted with the letter. If the CCTV investigations indicate that the sewer
flows at 50% or more of the overall capacity of the pipe, continuous sewer
flow measurements may be required for a minimum of 7 days. (Note:
Any/All deficiencies identified in the sewer system, shall be corrected by
the applicant, at the applicant's expense, to the satisfaction of the City
Engineer.)
xviii. In accordance with 1.B.II.a.: Provide proposed sewer discharge peak flows.
xix. In accordance with 1.B.II.e.: Illicit connections of sewer to drain system not
allowed.
xx. In accordance with 1.C.I.a.: Provide information(location, size material)of
existing gas, electrical and telecommunication services on site plan.
xxi. In accordance with 2.A.Il.d.: If 100% recharge to groundwater cannot be
obtained, the Engineer shall provide a letter to the City Engineer to
document:
1. The constraints limiting recharge;
2. The amount and low impact design (LID)measures implemented to
retain minimum stormwater volume onsite;
3. The City drain system is in good condition to accommodate
proposed flows;
4. Overall reduction in the peak flow and volume of stormwater during
all storm events.
5. Back-up data and engineering calculations to support the statements
made in Items 1 through 4.
xxii. In accordance with 3.K.: Identify snow storage locations on the plans both
during construction and for future use.
16. Prior to Engineering sign-off on the Certificate of Occupancy, the Applicant must
provide the following documentation:
i. An as-built drawing stamped/signed/dated by the civil design engineer of
record showing any changes to the design based on the actual work
completed and shall include utility profiles. This as-built drawing shall be
submitted in two electronic file formats, PDF and CAD, suitable for the
City's access and use;
ii. A completed tie card(a blank template is available through the Engineering
Department) for each water, sewer and drain service constructed. This tie
card information should also be included on the as-built;
iii. A certification letter stamped, signed and dated by the civil design engineer
of record, stating that the work was completed in substantial compliance
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with the design documentation for which the permit(s) was (were) issued
and the systems will function as intended by the engineer's design. The
letter must identify all deviations from the design drawings with an
explanation for the deviation, as well as any subsequent requirements by the
City Engineer to accept the deviation, and;
iv. Documentation that the existence of any on-site private stormwater
management system has been recorded at the Registry of Deeds.And a copy
of the operation and maintenance (O&M) manuals/plans for the on-site
private stormwater management systems built.
17. Engineering Clerk of the Works
a. A Clerk of the Works shall be provided by the City,at the expense of the Applicant,
their successors or assigns, as it is deemed necessary by the City Engineer.
Accordingly, it is the understanding of the Board, the City Planner, the City
Engineer,and the Applicant,that the Clerk of the Works is expected to oversee and
review all civil and site improvements related to the Project, including, but not
necessarily limited to:
i. All utility cut and caps related to the City's Demolition Permit;
ii. All new utility installations;
iii. All connections to, extensions of, or improvements to publicly owned
infrastructure both on the Applicant's site or withing the City's right of way
and any on-site stormwater or wastewater systems;
iv. All new installations or modifications to existing pavement, sidewalk, and
curbing;
v. All site grading modifications,particularly where grade changes are two (2)
feet or more; and
vi. All conditions placed on the project by an Order of Conditions from the
Salem Conservation Commission.
b. The Clerk of the Works shall review and approve all proposed, or approved,
changes to the original Planning Board decision.
c. The Applicant shall submit a construction plan that includes a detailed sequence
and schedule of all construction activities related to the Clerk of the Works'
purview. Once the construction plan is approved, it shall be used to create a Task
Order for the Clerk of the Works.
d. No work, including blasting, demolition, excavation, and grading shall start before
an approved task order for the Clerk of the Works' services has been agreed upon
and approved by all parties.
18. Construction Practices
a. All construction shall be carried out in accordance with the following conditions:
i. All provisions in the City of Salem's Code of Ordinance, Chapter 22,Noise
Control, shall be strictly adhered to.
ii. All reasonable action shall be taken to minimize the negative effects of
construction on abutters. Advance notice shall be provided to all abutters
in writing at least 72 hours prior to commencement of demolition and
construction of the project.
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iii. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM
until 5:00 PM. There shall be no drilling, blasting or rock hammering on
Saturdays, Sundays, or state and federal holidays. Blasting shall be
undertaken in accordance with all local and state regulations.
iv. All construction and staging will occur on site. No construction will occur
or be staged within City right of way. Any deviation from this shall be
approved by the Department of Planning&Community Development prior
to construction.
v. Prior to issuance of a demolition, foundation, or building permit, the
Applicant shall provide a detailed construction vehicle access, schedule,
and traffic plan for review and approval by the Director of Traffic&Parking
vi. Any roadways, driveways, sidewalks, or landscaping damaged during
construction shall be restored to their original condition by the applicant.
vii. All construction vehicles shall be cleaned prior to leaving the site so that
they do not leave dirt and/or debris on surrounding roadways as they leave
the site.
viii. All construction shall be performed in accordance with the Rules and
Regulations of the Planning Board,and in accordance with any and all rules,
regulations and ordinances of the City of Salem.
ix. All construction vehicles left overnight at the site, must be located
completely on the site.
x. Should contaminated materials be encountered onsite, all construction shall
take place under the direction and supervision of a Licensed Site
Professional in compliance with the rules and regulations of the
Massachusetts Department of Environmental Protection.
xi. The applicant shall promptly notify the Board of Health of any
environmental condition encountered during construction that may
adversely impact the abutters to the site.
19.Violations
a. Violations of any condition contained herein shall result in revocation of this permit
by the Planning Board unless the violation of such condition is waived by a majority
vote of the Planning Board.
20. Lapse
a. The Site Plan Review and C-ROD Site Plan Review shall lapse after two years from
the grant thereof if actual construction thereof has not sooner commenced except
for good cause as approved by the Planning Board. Such approval may, for good
cause, may be extended in writing by the Planning Board upon the written request
of the applicant.
Record of Vote
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The following members of the Planning Board voted nine (9) in favor and none (0) opposed to
approve the Site Plan Review application subject to the above-stated terms and conditions:
Chair Kirt Rieder, Sarah Tarbet, Jonathan Berk, Zach Caunter, Tom Furey, Carole Hamilton,
Graham Wing, Helen Sides, and Josh Turiel.
I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with
the Planning Board. The Site Plan Review and C-ROD Site Plan Review shall not take effect until a copy of this
decision bearing the certification of the City Clerk that twenty(20)days have elapsed and no appeal has been filed
or that if such appeal has been filed,and it has been dismissed or denied,is recorded in the Essex South Registry of
Deeds and is indexed under the name of the owner of record is recorded on the owner's Certificate of Title. The
owner or applicant,his successors or assigns, shall pay the fee for recording or registering.
IKA�Kw
Kirt Rieder
Chair
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