HomeMy WebLinkAbout12/03/2024 - Timestamped Notice of Decision - - 314 SALEM STREET Ir
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Town of North Andover . . ,
Off" a of the Planning Department �
120 Main StreetLZ_0
. r.� North Andover,Massachusetts 01845
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NOTICE OF DECISION
'watershed Special Permit-Waive
Date of Decision: December 3,22
This Is certify th i t twontvl lays
3 Salem Street t04, ,b
Carla awne
North Andover,MA 01845 Town Clark
Premises Affected: 314 Salem Street North Andover,e �
� , 5 Map 373, ace ,
within the R,-3 zoning district. k 11.13183 P:921o. 022813
12-30-2024 a 10021a
MTORY AND BACKGROUND E x H o R ee ce i
On October 14,2024 the hmt requested a waiver o the r
# Watershed Protection � i �Special
'emit, in acco�rdwee with the N rffi Andover Zo Bylaw Atficle 4 Section - .
. Wal re
of Special Pennit, so as to expand an existing structure to olde construction of a ' 3 '
farmer's porch primarily WX*Wn the 325' Non-Discharge Zone o the Watershed
Protection
District; however, a sr, alI port on is within the 10 ' Non�Dlstuxbance Zone. oxd nffi vegetated
.
getat
wetlands are located approximately 911 array ftom the proposed land disturbance. The disturbance
will consist of five concrete footings. The projeot does not tequire any change to topography,
vegetation removal, expand the existing foundation of the strueture, and the sect r � o�tom t
sewer*
FINDIHQ of VAC
The Planw*ng Board has made its decision
used on the following findings:
The scope consists of installation of five conoete foots s,
No vegetation removal or regrading is required.
A waiver of the Watershed Protection Districts special permit is requested, and although
there is an impervious structure proposed there will be
err limited mod disturbance, .
The October 14,2014 site plan was created David Beaty # FS d S -
c.
� � � Surveying
Stormwater remediation for the site is proposed
y the conveyance of all runoff from e
proposed rooftop into a 2-foot diameter leaching catch basis at -
et o 2 feet.The
basin Vn l be encased in a 12-inch width of clean, crushed
polyethylene filter fabric, The BW has been proposed to auag �� i6 4.yet per
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leaching catoh basin of storm rater nmoff and to mitigate upwards
our intensity storm
Durin
g constraction,the perimeter of the work will be protoo d --
� taped. o
barrier products to prevent migration o sediment from the sit' .= 1
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Clerk T 4,
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Bk 18183 Pg211 #22813
'own Engineer,John Borgesi,peer reviewed the stormwater management design and
deemed it to be sufficient(see email dated November 27,202 ,
CQNDITIONS
A silt sock,staked at 41 intervals, ail e installed at the limit of work prior to
building pennit issuance,
+► The Operations n Maintenance PIan shall be signed by the Owner prior to bading
emit issuance,
As required per§19 -4.24 Waiver of s eoial pennit on the Zoning Bylaw.,the applicant
must schedule and agree in writing for the Town Plamer to perfonn a MMMUM of two
mspeotions ding the construction process to ensure proper erosion control is
established dig constriction.
The Applicant shall incorporate the folioWi o d tlox s as deed a restriction and
copy of the recorded deed restriction shall be submitted to the To
wn Planner and
olded in the file,
o Fertilizers are meted to those which are either or game o or slog-release nitrogen and
phosphorous-- ee,
The use of coal tar-based pavement sealants is prohibited,
This decision must be filed with the North Essex Registry of Deeds and a copy of the
reoording submitted to the Town Planner.The following information is
s ircded as part
of this decision:
Plan titled: Stonnwater Remediation Plan i
North Andover,MA, 314 Salem Street,
Now Andover,MA 018 5
Sheets: 2 of
Date: October 14,202
Operations&Maintenance Plan 314 Salem Street,
North Andover,MA.0 1845
DECISION
After a Pleng Board meeting on the above date
and upon a motion by S.Kevlahan and second
by , Simons a Grote was taken With regard to a waiver of the Watershed Special Pennit. The
Grote
was 5-o, unanimous in favor of the Maier.
Sean Emi&
On Behalf of orth Andover Manning Board
Eitan Goldberg
Jobn Simons
Peter Boynton
Sean Kc lahan
Chris Koskores
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OPKIRA-4TIONS a MAINTENANCE
System Owner:
David PIckles III
314 Salem Street
North Andover MA 01
Sormter remediation for the site is proposed by the conveyance of all runoff
from the proposed rooftop Into a 2400t diameter leaching catch basin t '
depth o -feet, TM basin will be encased In a 2-inch-width of clew crushed
stone, and wrapped In polyethylene filter%brie,
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This OperaUons Maintenance Plan has been
reared to comply with the
ProvWions set forth In the Massachusetts Depaftment of Environmental
Protection i' P Stor wat r Management Standards,
t
StrcWrl Best Management Practices MPs) require a Iodic
r maintenance to
ensure proper function and of lency In pollutant fcimdvM from stohn ratee
discharges that would otherwise reach wegand resource areas untreated.
Maintenance schedules found below are recommended In Department of
Environmental Protection's Massachusetts Stormwater Handbook ook and a
recommended In the manufacturer's s eci c ti ns,
The s or water management system owner and e
y � party responsible for
maintenance of the storm rater management system shall be the property :
onerb
Inspect and clean every six months and after every major
storms event o
03 Inches in a 2 -hour period. Remove accumulated sediment trash de als
leaves and grass Oppings,
Remove tree seedlings before the become
y rmly establised.
Inspect the basin 24 hours or several days after a rain event to look for
oned water. If there Is ponded water at the surface Is
likely that the basin
surface 16 clogged. To address suffice clogging, remove and replace the first ,
layer of stone aggregate and filter fabric.
To rehablIltate a falEed basin, all accumulated sediment rust be std
ed
and all of the stone aggregate and filter fabric or media must be removed and
replaced.
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