HomeMy WebLinkAboutDecision - 100 DALE STREET 6/18/2013 C7
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Town of North Andover
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Office of the Planning Departmed 13 J1 1�1 19 Pt'I
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Community Development and Services Division
04A:. 1600 Osgood Street
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North Andover,Massachusetts 01845
This is to certify that twenty(20)days
NOTICE OF DECISION have elapsed from date of decision,filed
without filing of v anneal.
10 .L 0 1 :3
Any appeal shall be filed Joyoo A,Braldshew
within (20) days after the Town Clerk
date of filing this notice in
the office of the Town Clerk. /11;
Date: June 18, 2013
Date of Hearings: May 7,2013,Ju
2013,June 18,2013
Date of Decision: June 18,2013
Petition of: Messina Development Corporation
Premises Affected: 100 Dale St,North Andover,Massachusetts,01845.
Assessor's Map 37B,Parcel 9 and located in the Residential I Zoning District.
Referring to the above petition for a Watershed Special Permit from the requirements of the North Andover
Zoning Bylaw,Sections 4.136.3.b,ii,4.136.3.c.ii& 10.3.
So as to allow the demolition of an existing single family dwelling and the construction of two single
family dwelling units with associated driveways and the installation of utilities and associated grading on
two parcels within 400 feet of a wetland in the Non-Discharge Zone of the Watershed Protection District.
After a public hearing given on the above date, and upon a motion by A Kellogg and 2nd by
L. MeSherry to APPROVE the Watershed Special Permit for the Watershed Protection
District as amended and based upon the following conditions. Vote was 6 — 0 in favor of the
application.
nuing Board
ohn Simons
Richard Rowen
Michael Colantoni
Lynne Rudnicki
Lora McSherry
Dave Kellogg
ATTF,ST,,
A True Copy
Town Clerlc
100 Dale St.Map 37B Lot 9
Watershed Special Permit—Construction of New Single Family Residence
June 18,2013
The public hearing on the above referenced application was opened on May 7, 2013 and closed by the
North Andover Planning Board on June 18, 2013.
On June 18, 2013, upon a motion made by D. Kellogg and seconded by L. McSherry to GRANT a
Watershed Special Permit for the demolition of an existing single family dwelling and the construction of
two single family dwelling units with associated driveways and the installation of utilities and associated
grading on two undeveloped parcels within 400 feet of a wetland in the Non-Discharge Zone of the
Watershed Protection District, under the requirements of Section 4.136.3.b,ii, 4.136.3.c.ii & 10.3 of the
North Andover Zoning Bylaw. The total amount of impervious area to be created is 12,490 sq. ft. This
Special Permit was requested by Messina Development Corporation,North Andover, MA 01845 on April
4, 2013. The applicant submitted a complete application, which was noticed and reviewed in accordance
with Section 10.52 of the Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The
motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in
this decision.
The Planning Board vote was unanimous. A special permit issued by the special permit granting
authority requires a vote of at least four members of a five-member board.
The applicant is hereby notified that should the applicant disagree with this decision, the applicant has the
right, under MGL Chapter 40A, Section 17, to appeal to this decision within twenty days after the date this
decision has been filed with the Town Clerk.
In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its
specific criteria is met. This decision specifically stated by the Planning Board makes the following
FINDINGS OF FACT:
1) That as a result of the proposed construction in conjunction with other uses nearby,there will not be any
significant degradation of the quality or quantity of water in or entering Lake Cochichewick. The
Planning Board bases this finding on the following facts:
a) Although the project is located within an extremely environmental sensitive area and in close
proximity to Lake Cochichewick the final design reflects extensive discussions between the Town
and applicant to ensure the continued protection of Lake Cochichewick and the safety and welfare
of the residents of North Andover.
b) On January 8, 2013, the project received a variance from the Town of North Andover Zoning
Board of Appeals, as required by the Town of North Andover's Zoning Bylaw for relief from
frontage and area requirements for the Residential-I Zoning District. The Zoning Board found
that owing to circumstances related to soil conditions, shape or topography of the land, that literal
enforcement of the provisions of the Bylaw would involve substantial hardship, financial or
otherwise.
c) The proposed plan reflects changes made to the original plan, as requested by the Planning Board,
the peer reviewer and abutters. The location of the dwelling unit on Lot 2 has been moved closer to
the site of the original home. The driveway for Lot 2 has been moved to the western side of the
dwelling unit to allow for the least amount of disturbance to abutting properties.
2
100 Dale St. Map 37B Lot 9
Watershed Special Permit—Construction of New Single Family Residence
June 18,2013
d) The construction plan has been reviewed by Town Staff and the Town's consulting engineer, Lisa
Eggleston,and with the application of the erosion control measures and modifications to the drainage
and stormwater management designs, the consultant concluded that there will not be significant
degradation to the quality or quantity of water in or entering Lake Cochichewick.The plan has been
reviewed by the outside consulting engineer, Lisa Eggleston, as evidenced by correspondence
dated April 26, 2013, May 7, 2013, June 3, 2013 and June 11,2013. Further, adequate safeguards
have been provided to mitigate pollutants from entering Lake Cochichewick through the
installation/implementation of the following Best Management Practices relative to a single-
family dwelling:
i) The new project will create 12,490 sq. ft. of new impervious area that will include the two
dwelling units, with attached garages and driveways. All of the roof runoff will be routed to
a roof infiltration chamber(one for each dwelling unit), surrounded by a three(3) foot trench
filled with crushed stones. The runoff for each of the driveways will also be infiltrated into a
stone trench along the side of each driveway.
ii) Landscaping has been proposed which limits lawn area and defines the type of plantings.
Fertilizers are limited to those which are either organic or slow-release nitrogen and
phosphorous-free. This restriction will be noted on the deeds.
iii) The limit of work and clearing has been marked on the plan to be as close to the proposed
dwelling unit as possible. A deed restriction will be recorded to limit any further clearing on
the lot.
iv) Copper gutter and down spouts are not to be used in the construction of the dwelling units. A
note to this effect has been added to the plan.
v) An Operations and Maintenance document will be provided to the homeowners for
maintenance of the roof infiltration chambers.
e) The existing lot complied with the current Zoning Bylaw with regard to frontage and acreage. The
two lots were created through the ANR process and marked as unbuildable. The ANR Plan was
approved by the Planning Board on November 21,2012. Subsequently, on January 8,2013,the two
new lots received variances from the Town of North Andover Zoning Board of Appeals, as
required by the Town of North Andover's Zoning Bylaw, for relief from frontage and area
requirements for the Residential-1 Zoning District.
f) The existing structure is connected to the Town sewer and water systems.
2) There is no reasonable alternative location outside the General, Non-Disturbance, and the Non-
Discharge Zones for any discharge, structure or activity.
3) In addition, in accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board
makes the following FINDINGS OF FACT:
a) The specific site is an appropriate location for the proposed use as all feasible storm water and
erosion controls have been placed on the site;
b) The use will not adversely affect the neighborhood as the lot is located in a Residential 1 Zoning
District;
c) There will be no nuisance or serious hazard to vehicles or pedestrians;
d) Adequate and appropriate facilities are provided for the proposed project;
3
100 Dale St.Map 37B Lot 9
Watershed Special Permit—Construction of New Single Family Residence
June 18,2013
e) The Planning Board also makes a specific finding that the use is in harmony with the general purpose
and intent of the North Andover Zoning Bylaw.
Upon reaching the above findings,the Planning Board approves this Special Permit based upon the following
SPECIAL CONDITIONS:
1) Permit Definitions:
a) The"Locus"refers to Lot 1 and Lot 2 totaling 180,312 sq.ft. of land with frontage on Dale
Street as shown on the plans prepared by Christiansen&Sergi, Inc.,dated April 4,2013 and
revised to June 3,2013, entitled"Site Development Plan for Watershed Special Permit 100 Dale
Street located in North Andover, MA."..
b) The"Plans"refer to the plans prepared by Christiansen & Sergi, Inc., dated April 4,2013 and
revised to June 3,2013, entitled"Site Development Plan for Watershed Special Permit 100 Dale
Street located in North Andover, MA.".
c)",,,The"Project" or"100 Dale Street"refers to the demolition of an existing structure and the
construction of two single family dwelling units and associated driveways, installation of utilities
and associated grading on two undeveloped parcels within 400 feet of a wetland in the Non-
Discharge Zone of the Watershed Protection District.
d) The"Applicant"refers to Messina Development Corp.,the applicant for the Special Permit.
e) he"Project Owner"refers to the person or entity holding the fee interest to the title to the Locus
from time to time, which can include but is not limited to the applicant, developer,and owner.
2) The Town Planner shall approve any changes made to these plans, including changes to the
landscaping. Any changes deemed substantial by the Town Planner would require a public hearing
and modification by the Planning Board.
3) Any increase in impervious surface shall require a Special Permit fi•om the Planning Board.
4) Prior to the endorsement of the Plan
a) The applicant shall incorporate the following conditions as a deed restriction and a copy of the
recorded deed shall be submitted to the Town Planner and included in the file.
i) Fertilizers are limited to those which are either organic or slow-release nitrogen and
phosphorous-free.
ii) The"Limit of Clearing" will be noted on the plan and no further clearing will be allowed on the
parcel. This limitation shall be noted in the deed.
b) The applicant shall provide a copy of the Operations&Maintenance Plan for the Roof Infiltration
Chambers.
c) The applicant will provide copies of all Decisions, Notification and Orders of Conditions from
the North Andover Conservation Commission.
5) Prior to the start of construction or the issuance of a building permit:
4
100 Dale St.Map 37B Lot 9
Watershed Special Permit—Construction of New Single Family Residence
June 18,2013
a) A performance guarantee bond of eight thousand dollars ($8,000.00) made out to the Town of
North Andover must be posted to insure that the construction, erosion control, measures, and
performance of any other condition contained herein will take place in accordance with the plans
and the conditions of this decision and to ensure that the as-built plans will be submitted.
b) The applicant shall designate an independent Construction Monitor who shall be chosen in
consultation with the Planning Department staff. The Construction Monitor shall submit weekly
reports during the entire duration of the project and must be available upon four(4) hour notice to
inspect the site with the Planning Board staff. The Planning Staff may reduce the frequency of
reports upon review of such a request from the applicant.
c) Confirmatory test pits shall be performed in the area of the site where the infiltration chambers
will be located. The test pits results will be reviewed by the Town Planner. The test pits can be
performed during site work but must be completed before a Building Permit is issued.
d) All erosion control measures as shown on the plan must be in place and reviewed by the Town
Planner and Conservation Department.
e) A pre-construction meeting must be held with the developer,their construction employees, Planning
Department and Conservation Department (and other applicable departments)to discuss scheduling
of inspections to be conducted on the project and the construction schedule.
f) Any new landscape area will be confined to that which is indicated on the Plan. The soil should have
a minimum of 6 inches of topsoil and where possible, native vegetation should be planted.Fertilizers
are limited to those which are either organic or slow-release nitrogen and phosphorous-free.
6) Prior to final release of the Performance Bond:
a) The applicant shall submit an as-built plan stamped by a Registered Professional Engineer in
Massachusetts that shows all construction, including storm water mitigation trenches and other
pertinent site features. This as-built plan shall be submitted to the Town Planner for approval and
must be provided in paper form as well as in SDF (Standard Digital File) format. The applicant
must also submit a letter from the architect and engineer of the project stating that the building,
landscaping and site layout substantially comply with the plans referenced at the end of this decision
as endorsed by the Planning Board. This as-built plan shall be submitted to the Town Planner for
approval. The applicant may request a separate release of$4,000 for each lot, once the construction
has been completed for that lot and the as-built has been produced.
b) The Planning Board must by a majority vote make a finding that the site is in conformance with the
approved plan.
7) No open burning shall be done except as is pennitted during burning season under the Fire Department
regulations.
8) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation.
9) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's
employees and all successors and assigns in interest or control,
10) This Special Permit approval shall be deemed to have lapsed on June 18, 2015 (two years from the
date of issuance) exclusive of the time required to pursue or await determination of any appeals,
5
100 Dale St. Map 37B Lot 9
Watershed Special Permit—Construction of New Single Family Residence
June 18,2013
unless substantial use or construction has commenced within said two-year period. Substantial use or
construction will be determined by a majority vote of the Planning Board.
11) This decision must be filed with the Essex North Registry of Deeds. The following information is
included as part of this decision:
Plan titled: "Site Development Plan for Watershed Special Permit 100 Dale Street located in
North Andover,MA.".
Prepared for: Messina Development Corp.
277 Washington Street
Groveland,MA 01834
Prepared by: Christiansen and Sergi, Inc.
160 Summer Street
Haverhill,MA 01830
Scale: 1"=40'
Date: April 4, 2013,revised to June 3, 2013.
Sheets: 1
Plan titled: "Wetland Location and Soil Types for Watershed Special Permit, 100 Dale Street
located in North Andover,MA."
Prepared for: Messina Development Corp.
277 Washington Street
Groveland,MA 01834
Prepared by: Christiansen and Sergi, Inc.
160 Summer Street
Haverhill, MA 01830
Scale: 1"=40'
Date: May 3,2013,revised to June 3, 2013.
Sheets: 1
Plan Titled: Operations&Maintenance Plan
Date: June 18,2013
cc: Director of Public Works
Building Inspector
Conservation Administrator
Planning Board
Police Chief
Fire Chief
Applicant
Engineer
File
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C•2 NOMINAL CHAMBER SPECIFICATIONS I I I SIZE(W x H x INSTALLED LENGTH) 34.O'x 16 rP
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MINIMUM INSTALLED STORAGE 31.0 CUBIC FEET
DOWNSPOUT AND STORMTECH SC-310 WEIGHT 35 Las.
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FOR ROOF RUNOFF
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LOCUS MAP
NOTES:
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1.THE SUBJECT PROPERTY IS LOCATED WITHIN THE TOWN OF NORTH ANDOVER 6
WATERSHED PROTECTION DISTRICT AND SUBJECT TO THE REQUIREMENTS OF SECTION
11 MR
............. LOT 2 ROOF RECHARGE 4.136 OF THE TOWN OF NORTH ANDOVER ZONING BY-LAWS, 2V MIN.CALCULATIONS:
LIMIT o WORK 2.THE SUBJECT PROPERTY IS NOT LOCATED WITHIN FLOOD ZONE A OR VAS DEPICTED ON
FLOOD INSURANCE RATE NIAPSCOhifIUNITY-PANELNUNIBER25M8O003C&250093oom
I ao--- PRINTAREA=�,837
RECHARGE VOL.-(15)(1 12'XIS7F96 sF)
REVISED THROUGH JULY 3.2012.
76.6 CIF
EXISTING I Io 11111, 0 Z
3,ANY FERTILIZER USED ON THE PROPERTY IS TO BE PHOSPHORUS-FREE AND GROUND
VOLUME PER SC-310 CHAMBER
31 CFICHAMBER NON-ORGANIC PESTICIDES AND HERBICIDES ARE PROHIBITED ON THE PROPERTY.
VOLUME OF VOIDS IN STONE UNDER CHAMBERS 4.IN AREAS OF NEW LAWN AREA THE SOIL SHOULD BE WELL AERATED,THERE SHALL BE A
2'TO 4"CRUSHED
VOL'.E�D_l 11(1,13')(0.1 2')(3,U)=CI CF MINIMUM OF 6 INCHES OF TOPSOIL,AND WHERE POSSIBLE NATIVE VEGETATION SHOULD STONE,TOA MINIM M
F VOIDS IN STONE AROUND CHAMBERS
if
TOTAL AVAILABLE STORAGE VOLUMEjCHAMEER
(a.40)(11 SF)(1,33)-6.8 OF ;�Ik
LOT I BE PLANTED TO MINIMIZE THE NEED FOR FERTILIZER AND WATERING. DEPTH OF 6'
\A 40 7 -31-41-5.8-4G,9 CF 5.COPPER GUTTERS AND DOWN SPOUTS ARE NOT TO BE USED IN THE CONSTRUCTION OF
A 10,646 S.'F.
DRAIN ROOF Ruy6 THE HOUSE
DR IVELL INFILTRATOR NO.CHAMBERS BE USED=2
L 0 6.THE CONSTRUCTION SEQUENCE THAT APPEARS ON THIS PLAN SHALL BE FOLLOWED CRUSHED STONE CONSTRUCTION ENTRANCE
ARA�=84,66 S, TOTAL STORAGE AVAILABLE 81.8 CF 7.THE STORMWATER SYSTEMS SHALL BE MAINTAINED ACCORDING TO THE ATTACHED NOT TO SCALE
vi o
THE CRUSHED STONE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THATINILL PREVENT TRACKING OR FLOWING OF
SCHEDULE
AT OF wo DID
8.ALL WORK ON THE PROPERTY AND FUTURE MAINTENANCE SHALL CONFORM TO THE SEDIMENT ONTO THE ADJACENT ROADWAY,
RV OPOSIE&L, ORDER OF CONDITIONS FOR THIS PROPERTY AS ISSUED BY THE NORTH ANDOVER
PLANNING BOARD
p X4.TO 11 a,51011c
OP�RSE
F IDR I" ROOF RUNOFF INFILTRATION CHAMBER
0-1 0' ft
I I
D71 I- ------------ LOT I ROOF RECHARGE MAINTENANCE
Id DR
7WA Y t INSPECT CHAMBERS EVERYMAJOR STORM IN THE FIRST
is
urN z.
CALCULATIONS:
FEW MONTHS AFTER INSTALLATION TO INSURE PROPER STABILIZATION
Y
R F NO FOOTPRINT AREA-1851 BE AND FUNCTION
L IRA ------- RECHARGE VOL.=(0.5')(1'/12'51851 SF)• T
194 T7 Cr 2.INSPECT THE CHAMBERS 72 HR AFTER STORMS QUARTERLY FOR
VOLUME PER SC- THE FIRST YEAR TO DETERMINE THAT ALL OF THE WATER HAS
310CHAAIBER
31 CFICHAMBER
DRAINED FROM THE CHAMBER
EHOUSE ll (0.40K0.33'XIL12')(183')=4.I CF DETERMINE IF THE WATER HAS DRAINED
VOLUME OF VOIDS IN STONE UNDER CHAMBERS
/00,
3.INSPECT THE CHAMBERS ANNUALLY 72 HOURS AFTER A STORM TO
VOLUMECFV IDS IN STONE AROUND CHAN113ERS
52, (0.40)(11 SF)(1.331-5A CF 4.IF THE INSPECTION REVEALS THE CHAMBERS ARE NOT DRIVEWAY DETAIL
OSED TOTAL AVAILABLE STORAGE VOLUME?CHAMBER NOT TO SCALE
INV f88. 31 s4.1*5,8=40.9 CF FUNCTIONING PROPERL Y CONTACTA STORAIWATER PROFESSIONAL
`11411 TO DETERMINE WHAT ACTIONS ARE NECESSARY,
NO.CHAMBERS TORE USED-2 DRIVEWAY RUNOFF TREATMENT STRIP MAINTENANCE
0, 1.INSPECT CHAMBERS AFTER EVERY MAJOR STORM IN THE FIRST FEW MONTHS AFTER
TOTAL STORAGE AVAILABLE 81.8 CF INSTALLATION TO INSURE PROPER$7ABILIZATIONAND FUNCTION
8 7" 2 INSPECT THE TREATMENT STRIP 72HRAFTER STORMS QUARTERLY FOR THE FIRST
YEAR TO DETERMINE THAT ALL OF THE WATER HAS DRAINED FROM THE STONE
000,
1,INSPECT THE STRIP ANNUALLY I HOURS AFTER A STORM TO DETERMINE IF THE
DRII AY WATER HAS DRAINED
RA AREA I INFILV7A V11
I \
. 4.CLEAN DEBRIS FROM S TONE AS NECESSARY
TT
PLAN SECTION 5.REPLACE SURFACE STONE IF IT APPEARS TO BE FILLED WITH SEDIMENT
1p 6.IFITAPPEARS THE STRIP IS NOT FUNCTIONING PROPERLY CONTACT A STORMWATER
V_ I I I I
AOL PROFESSIONAL TO DETERMINE WHAT ACTIONS ARE NECESSARY.
LEGEND
ASSESSOR'S REFERENCE
37B LOT 9
PROPERTY LINE W LENGTH
WETLANDS PROFILE
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SEDIMENTATION CONTROL DETAIL SITE DEVELOPMENT PLAN
25*OFFSET FROM WETLANDS-- �S, c" NOT TO SCALE FOR
CONSTRUCTION SEQUENCE WATERSHED SPECIAL PERMIT
25'
59 OFFSET FROM WETLANDS 50'
1GO'OFFSET FROM WETLANDS- 100' 100' '.. ,,..: _ I j9 ` -N 1.INSTALL SEDIMENTATION CONTROL ALONG EXISTING DRIVE AND DOWNGRADIENT OF EXISTING HOUSE,
2.REMOVE DRIVEWAY AND RAZE HOUSEPILL FOUNDATION WITH GRAVEL 1 100 DALE STREET
3.LOAM AND SEED DRIVE AREA OUTSIDE OF LIMIT OF WORK
CONTOUR WITH ELEVATION CE
LOCATED IN
4,INSTALL CONSTRUCTION ENTRAN
S.CUT TREES TO LIMIT OF WORK
INV17LOO w ZZ,
2FT CONTOUR " I A 5 B.INSTALL SEDIMENTATION CONTROL DOWN GRADIENT OF ALL WORK AREAS NORTH ANDOVER, MA.
'14 V (71.17 i , " I
7,GRUB AND STUMP AREA A
8 ROUGH CUT DRIVEWAYS AND GRAVEL REV'MAY23.2013,JUNE 3.2013
9',[ STALL FOUNDATIONS. JOSEPH B AND CARROL J O'CONNELL 7
1 B-C-O-
SITE PLAN 100 DALE STREET IVOR TH ANDOVERIWA
O.BEGIN HOUSE CONSTRUCTION
PROPOSED I.INSTALL INFILTRATION TRENCH ALONG DRIVE
INV 171.7 APPLICANT: MESSINA DEVELOPMENT
4E (v o' Boy 12.PAVE 13UNDER COURSE
3 INSTALL ROOF INFILTRATORS
41ANDSCAPE AND LOAM AND SEED ALL DISTURBED AREAS PROFESSIONAL ENGINEERS&LAND SURVEYORS
SCALE:1-40' 15.INSTALL TOP COURSE OF PAVING CHRISTIANSEN&SERGI, INC.
RIA 6�AFTER STBILIZATION OF SOILS AND ESTABLISHMENT OF VEGETATION REMOVE SEDIMENTATION CONTROL 160 SUMMER STREET,HAVERHILL,MASSACHUSETTS 01830
INV.172. S 0WWCS1-ENGR.COM TEL.978-37"310 FAX,978-372-3960
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♦ A-, m WATERSHED SPECIAL PERMIT
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♦TRFFT`., o NORTH ANDOVER, MA.
,, DATE.'MAY3, ,2013 REV6/23/fJ,673H3 G
3
` 6 / (// / RECORD OWNER JOSEPH S AND CARROL J O'CONNELL -d
SITE PLAN P ^� 100 DALE STREET NORTHANDOVER MA
JO' 0' 0'a 80'
APL/CANT. MESS/NA DEVELOPMENT
SCALE:1•=n0' csl PROFESSIONAL ENGINEERS&LAND SURVEYORS g
CHRISTIANSEN&SERGI, INC. -
160 SUMMER STREET,HAVERHILL-MASSACHUSETTS 01830
WMV CSI-ENGR.CGhf TEL 978-373-0310 FAX.976.372-3960 9x