HomeMy WebLinkAbout20170613 Decision/insubstantial change - Insubstantial Change - 500 GREAT POND ROAD 6/13/2017 • •. Town of North Andover asl E ° .
. Office of the Planning Department
Community Development Division 2017 ,SUN 14 pM 1: 42
120 Main Street
North Andover,Massachusetts 01845
NORTH j�NDOV�H
NOTICE OF DECISION(INSUBSTANTIAL CHANGE)
Date of Decision: June 13,2017
Petition of: North Andover Country Club
500 Great Pond Road
North Andover,MA 01845 I
Premises Affected: 500 Great Pond Road j
Assessors Map 64 Lot 6&7
PROJECT j
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On July 15,2014 the Planning Board approved a Site Plan.Review Special Permit and a Watershed
Special Permit for the construction.of twenty three(23)parking,spaces and four parking spaces along the
widened portion of the roadway for a total of twenty seven(27)new parking spaces,relocation of an
existing putting green,new golf cart path and golf cart parking area,a fourth paddle tennis court,a new
short game practice area,drainage system network,and grading with 100' of a Bordering Vegetated
Wetland and within the General and Non-Disturbance Zones of the Watershed Protection District Zone A
for the Lake Cochichewick public water supply(land area within 200 feet from the upper boundary of a
bank of a tributary or associated surface water body).
The proposed course improvements at the.Country Club show the removal of an existing culvert and the
construction of a.wale in its place.The Town Engineer has stated that the culvert should stay..(See memo
from John Borgesi dated June 12,2017).
On June 13,2017,the Applicant requested an Insubstantial Change as to leave the existing culvert. I�
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The Conservation Administrator;Jennifer Hughes,has indicated that this is a minor change to the Order h
of Conditions and that no formal modification request is required for this change.The Applicant should
submit a request as part of the Certificate of Compliance request and note the change as a deviation. y
FINDINGS
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The proposed changes are deemed to be Insubstantial and do not alter either the intent or the conditions of
the original Site Plan Review Special Permit.
All plan revisions will be reflected on the final as-built drawings.
A�11
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an Enright,PIaAhg Director
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Attachment: J.Borgesi,P.E.,Town Engineer,memo dated June 12,2017
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INTEROFFICE MEMORANDUM
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DATE: June 12, 2017
TO: Conservation Commission
FROM: John Borgesi, P.E.,Town Engineer r'i
RE: North Andover Country Club
Existing Drainage Pipe Removal
On May 25,2017,during a rain storm event,I performed a site visit to the North Andover Country Club
(NACC)to observe an existing drainage pipe located within the right-of-way along the southeastern side of
Great Pond Road.
Based on my discussions with two representatives from the NACC, apparently the Town installed this
drain pipe some 15-20 years ago to alleviate a runoff problem where runoff was crossing the roadway
creating a safety hazard especially during the wintertime with potential freezing. Based on my observations
there was flow within this drainage pipe during the rain storm event and therefore,it is my recommendation
that this pipe remain in place within the right-of-way and not be removed as indicated on the proposed
"Site Plan" Sheet 2 of 4 of the Practice Facility&Parking Lot Expansion project plan set.
If you have any questions please do not hesitate to call.
i
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COMMUNITY AND ECONOMIC DEVELOPMENT DIVISION
Building Conservation Health Planning Zoning
June 25, 2015
Scott Cameron
Morin-Cameron Group
447 Boston St.
Topsfield, MA 01983
RE: 500 Great Pond Road — North Andover Country Club
Dear Mr. Cameron,
I am writing today in regard to your request for an Administrative Modification to the
"Practice Facility & Parking Lot Expansion" site plans for the North Andover Country
Club dated June 10, 2015.
Upon review of the matter with the Conservation Agent, Jennifer Hughes, it appears
that the Conservation Commission has approved this modification to allow for the
addition of a retaining wall. In my opinion, this modification can be deemed in-
substantial to the overall site plan and can be completed without review by the Planning
Board.
Sincerely, ,
Kristine J. Cheetham
Town Planner
kcheetham@townofnorthandover.com
(978) 688-9535
1600 Osgood Street,North Andover,Massachusetts 01845
Phone 978.688.9531 Fax 978.688.9542 Web www.townofnorthandover.com
The
Morin-Cameron
June 10, 2015
North Andover Conservation Commission
C/O Ms.Jennifer Hughes
Conservation Administrator
1600 Osgood Street
North Andover, MA 01845
Re: Modification To Practice Facility& Parking Lot Expansion Site Ptans
Dear Ms. Hughes:
On behalf of Mr. Michael Reed, President of the North Andover Country Club (NACC),
The Morin-Cameron Group, Inc. (MCG) would like to formally request an administrative
modification to the approved "Practice Facility & Parking Lot Expansion" site plans. The
modification entails the addition of a retaining wall located within the 100' Buffer
Zone. The stormwater runoff from the lower parking area is intended to sheet flow
off the edge of pavement and into the drainage swale along Great Pond Road. We have
observed the system working in a few storm events since the site was paved. However,
the slope is eroding while we are in the process of stabilizing it with sod. During the
project permitting we had talked internally about a wall in this location but it was not
within the project budget. However, NACC is would now like to install a retaining wall
on each side of the golf cart path as a more permanent and "erosion resistant"
measure. This wall will stabilize the 2-3 foot high slope between the parking area, cart
path and drainage swale and will include wall drains(See Typical Stone And Mortar Wall-
Sheet 2 of 2) to manage groundwater if present. The wall will be approximately 38' long
along the cart path and 7' long along the ROW and will be completely out of the 50' No
build zone, with the closest point being approximately 67' away from the wetland.(See
Sketch Site Plan- Sheet 1 of 2). The wall does not change any of the hydrologic design
parameters, does not impede wildlife, does not appear to have any other adverse
impacts to the interest of the wetlands and will provide a softer grade which can be
landscaped. It is also non-structural in that it will be less than 4' and not subject to
Mass Building Code.
CIVIL ENGINEERS • LAND SURVEYORS • ENVIRONMENTAL CONSULTANTS • LAND USE PLANNERS
447 Boston Street(U.S. Route 1) Topsfield, MA 01983 978.887.8586 FAX 978.887,3480
Providing Professional Services Since 1978
www.morincameron.corn
If you have any questions or comments, please do not hesitate to contact the
undersigned at(978) 887-8586.
Sincerel ,
THE M RI ERON GROUP, INC.
Scot ameron, F.E.
Prin ipal
SPC/kmm
Attachments
cc: NACC
North Andover Division of Community and Economic Development
XANACCQ006\Docs\N01\Walt Modification 6-10-15.docx
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SKETCH LAN
SITE MORIN-CA E ON GROUP, INC. PREPARED FO -
447 BOSTON STREET, US ROUTE I,TOPSFIELD, MA 01983 NORTH ANDOVER
COUNTRY CLUB
P 1978.887.8586 F 1978.887.3480 500 GREAT POND ROAD
WWW.MORINCAMERON.COM NORTH AIDOVER, MA
DATE: DUNE 10, 2015 SCALE: 1" = 20' SHEET I OF 2
MIN. 6" REVEAL
FIELD STONE AND GRADE LOW POINT
MORTAR WALL MIN. 2' FROM WALL
(TYPE VARIES) TO PREVENT STANDING
ff IMPERVIOUS WATER AGAINST WALL
FILL MATERIAL
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GEOTEXTILE FILTER FABRIC
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w m ft: _ I COMPACTED SUBGRADE
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VARIES)
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f COMPACTED GRAVEL BACKFIL
+_- FI I I` 4" HDPE PERFORATED
BOTTOM DRAIN (SLOPE
EMBED TOE 8" TO DRAIN)
12" COMPACTED GRAVEL
LEVELING PAD, EXTEND PAD
6" BEYOND WALL FOOTPRINT,
ALL SIDES
2" WEEP HOLE SPACED 12' ON CENTER
N 0_T_E
1. STONE DIMENSIONS, COLOR AND FACING CAN VARY PER CLIENT/OWNER
PREFERENCE.
2. BOTTOM DRAIN SHALL DAYLIGHT AND/OR WEEP HOLES SHALL BE PROVIDED AT
THE TOE OF FINISHED GRADE. THE INSTALLER SHALL TAKE CARE TO
STABILIZE THE BOTTOM DRAIN DISCHARGE POINT TO PREVENT EROSION.
TYPICAL STONE AND MORTAR WALL
(NOT TO SCALE)
PLAN
THE ORIN-CAMERON GROUP, INC. SKETCH FOR-
NORTH BOSTON STREET, US ROUTE I, TOPSHELD, MA 01983 NORTH RY CLUB
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COUNTRY CLUB
P 1978.887.8586 F 1978.887.3480 500 GREAT POND ROAD
WWW.MORINCAMERON.COM NORTH ANDOVER, MA
DATE: JUNE 100 2015 SCALE: AS NOTED SHEET 2 OF 2