HomeMy WebLinkAboutApplication - 430 OSGOOD STREET 10/24/2003 Gale Associates, Inc.
163 Libbey Parkway I P.O. Box 890189 (Weymouth, MA 02189-0004
P 781335.6465 F 781.335.6467 www.gainc.com
October 24, 2003
North Andover Conservation Commission
27 Charles Street
North Andover,MA 01845 `
Attn: Julie Parrino, Conservation Administrator
(d�itir� i
Re: North Andover High School
Order of Conditions Amendment Request
(DEP File No. 242-1045)
Gale JN 710920
Dear Ms. Parrino and Commission Members:
On behalf of the applicants, the Town of North Andover School Building Committee, we are
hereby requesting an amendment to the Order of Conditions issued on March 1, 2001 for the
North Andover High School project. We are requesting approval to modify the approved plans
for both the northerly and southerly-located athletic fields, and to repave the existing tennis
courts.
The newly proposed plan for the North Playfield involves the construction of a synthetic
material track and field complex. In the original plan submitted with the NOI, this area was
proposed to contain two soccer fields. Within the confines of the track there will be a permeable
synthetic playing field that will host field hockey and soccer, and on the outskirts of the field, a
high jump area and three pole vault areas. East of the track, two shot-put arenas, two
long/triple jump courses are proposed and to the north a discuss/hammer area is proposed to be
built, as well as a natural turf softball field (with beam clay infield).
Also proposed for the North Playfield is a storage building, bleachers for approximately 250
people, a scoreboard, and a retaining wall. Fencing has been reconfigured and the drainage
plan revised to accommodate the changes.
Proposed modifications to the South Playfield plan include reconfiguring the two originally
proposed soccer fields furthest to the west into one synthetic turf multipurpose
football/soccer/lacrosse field that will be lighted. Bleachers for approximately 1,200 people and
a bleacher building are proposed to be constructed north of this playfield. The bleacher
building will include a press box, concession stand, toilets, and a storage area.
These above-mentioned modifications will result in an increase in impervious surface within
the site over the previous plan. Drainage designs and grading, however, will prevent an
increase in runoff peak to the adjacent BVW, or to the river, in compliance with the concept for
the approved plan.
Some of the newly proposed work is within the 100-Foot Wetland Buffer Zone and the 200-
Foot Riverfront Area (RA), but the proposed amendments will not increase the amount of
altered area within these setbacks. The proposed erosion and sedimentation controls
during construction will not need to be changed for the proposed modifications.
Finally, the applicants are also requesting approval to repave the existing tennis courts located
near the high school entrance. These courts are located within the RA and Buffer Zones tout
Baltimore
Orlando
San Francisco
Order of Conditions Amendment
North Andover High School
October 24, 2003
Page 2
they are in dire need of repair. The area of pavement will not change and no drainage is
necessary or proposed for that work.
The modifications proposed are entirely within the area proposed for the approved project, and
generally within the scope of the project. The work will not result in any increased
encroachment within the various buffer zones or result in any increased environmental impact.
For those reasons, we feel it is appropriate to request a modification to the existing Order of
Conditions, rather than file a new Notice of Intent.
Attached to this request are the following plans and supporting information:
Attachment 1: Certified List of Abutters and Abutter Notification
Attachment 2: Plans entitled: "North Andover High School Athletic Complex", sheets
SKZ 1.1 to SKZ 1.33, (excluding sheet numbers SKZ 1.24, 1.28, 1.30)
prepared by Gale Associates, Inc dated October 24, 2003.
Sheet 3.4.1 "Floor Plans", prepared by DiNisco Design Partnership dated
September 10, 2003.
Attachment 3: "North. Andover High School Proposed Athletic Complex Stormwater
Management Design and Runoff Calculations, Revised Report", dated
October 24, 2003 by Gale Associates, Inc.
Attachment 4: Plans Entitled: "North Andover High School Stormwater Drainage Plan",
sheets 1.3.7 to 1.3.11, dated 14 December 2001, with sheets 1.3.7, 1.3.8
revision 3, dated 25 January 2002 (these are the current construction
plans reviewed and approved by the Conservation Commission for the
site and are submitted here to facilitate review of the proposed changes).
Eight copies of this request including attachments are included as required, and two copies
have been submitted to the Mass DEP Northeast Region and one copy has been sent directly to
Eggleston Environmental. Also, as required, we have sent the attached notification to all
project abutters.
If you have any questions, or need additional information, please do not he"sitate to contact us.
Very truly yours,
GALE ASSOCIATES, INC.
C�k-Na4AA;0
Dale K. Harris, P.E.
Project Manager
Enclosures
cc: DEP Northeast
DiNisco Design Partnership (for further distribution)
Lisa Eggleston, Eggleston Environmental
North Andover School Building Committee
G:\710920\letters\ooc_amendment
AFFIDAVIT OF SERVICE
UNDER THE MASSACHUSETTS WETLANDS PROTECTION ACT
I, Dale K. Harris, P.E., hereby certify under the pains and penalties of perjury that
on October 24, 2003 I gave notification to abutters in compliance with the second
paragraph of Massachusetts General Laws Chapter 131, Section 40, and the DEP Guide
to Abutter Notification dated April 8, 1994, in connection with the following matter:
A Notice of Intent filed under the Massachusetts Wetlands Protection Act by
Town of North Andover School Building Committee.,with the North Andover
Conservation Commission, and the Order of Conditions issued on March 1, 2001
for the new High School in North Andover, Massachusetts.
The form of the notification, and a list of the abutters to whom it was given and their
addresses, are attached to this Affidavit of Service.
Dale K. Harris
Print Name Date
Signature
G:/710920/letter/Affidavit of Service.noi
NOTIFICATION TO ABUTTERS UNDER •
THE MASSACHUSETTS WETLANDS PROTECTION ACT
AND NORTH ANDOVER WETLANDS PROTECTION BYLAW
In accordance with the second paragraph of Massachusetts General Laws Chapter 131, Section
40, and the North Andover Wetlands Protection Bylaw you are hereby notified of the following:
A. The applicant is North Andover School Building Committee.
B. The applicant has applied to the North Andover Conservation Commission for an amendment
to the Order of Conditions issued March 1, 2001 for the North Andover High School project.
The project area is Subject to Protection under the Wetlands Protection Act (General Laws
Chapter 131, Section 40), the North Andover Wetland Protection Bylaw and the Rivers
Protection Act. The proposed changes to the project involve altering the original plans for the
north and south athletic fields, and repaving the existing tennis courts.
C. The address of the property where the activity is proposed is 675 Chickering Road in North
Andover.
D, i I f n• L5 be e_xaii i , iJ�o th Andover Corse va ion .vii mission viilic
copies o re �ppii.,a ali iilay s_r�e� at t,�-�
at 27 Charles Street, North Andover between 8:30 A.M. and 4:30 P.M. on Monday through
Friday. For more information, call 978-688-9530. Recommended to call in advance.
E. Copies of the Application may be purchased from Gale Associates, Inc. by calling (781) 335-
6465 between 8:00 and 5:00 on Monday through Friday. Also, copies may be purchased
through DiNisco Design Partnership by calling 617-426-2858. (Cost covers printing expenses).
F. Information regarding the date, time, and place of the public hearing may be obtained from
North Andover Conservation Commission office by calling 978-688-9530 between the hours of
8:30 A.M. and 4:30 P.M. on Monday through Friday. Recommended to can in advance.
Note: Notice of public hearing, including its date, time, and place, will be published at least five
(5) days in advance in the North Andover Citizen.
Note: Notice of public hearing, including its date, time, and place, will be posted in the North
Andover Town Hall not less than forty-eight (48) hours in advance.
Note: You may also contact the nearest Department of Environmental Protection Regional Office
for more information about this application or the Wetlands Protection Act. To contact DEP, call
Northeast Regional Office at (617)654-6500.
_-_._. - - _ .. .
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HAND DELIVERED
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02 December 2003
Heidi Griffin
North Andover Planning Board
27 Charles Street
North Andover, MA 01845
Reference: North Andover High School Athletic Complex
North Andover, MA
Subject: Request to Amend the Notice of Decision
Dear Heidi and Planning Board Members:
We submit to the Planning Board a Request to Amend the Notice of Decision for the Site Plan
Special Permit for the North Andover High School project. We are requesting approval to modify
the approved site plan for the northern playfields, the southern playfields and to repave the
existing tennis courts. Our submission includes the materials listed below (same of the
materials, as noted, have been previously submitted with a draft application for preliminary
review):
• Application— (10) copies total of Which (3) are time stamped; one is the signed original.
• Plan Sets— (10) copies of which (3) are full size and (7) are half size. (2 Copies of the
half-size plan set previously submitted with draft application)
• Request to Amend the Conservation Commission Order of Conditions— (3) copies with
full size drawings. (1 Copy previously submitted with draft application)
• Previous Application for Site Plan Special Permit— (1) copy. (Previously submitted with
draft application)
• Plans as Approved, excerpted from the Construction Document Set. —(2) full size
copies. (1 Copy previously submitted with draft application)
• Two sets of envelopes addressed to abutters and thirty envelopes not addressed, all
with the required postage.
Kenneth DiNisco Richard N. Dice Gary E.Ainslie Christopher Huston Donna Di.Nisco
— _.. ........__..... ........_w_._.....�. __....W_w_..a..._.......
8 7 S u m m e r S t r e e t B o s t o n M A 0 2 1 1 0 6 1 7 . 4 2 6 . 2 8 5 8 f a x 4 2 6 . 1 4 5 7
www . dinisco . coni
Heidi Griffin, 02 December 2003 Page
If there are any questions please do not hesitate to contact Rick Rice or myself.
Sincerely
Jon Ox an AIA
DINISC DESIGN
/jo
cc: Timothy McIntosh, Vanasse Hangen Brustlin, Inc.
Louis Minicucci (Attachments 1 —4 only)
Paul Szymanski
Nancy Kurtz
Patrick Saitta
Kenneth DiNisco (Attachments 1 —4 only)
Richard Rice (Attachments 1 —4 only)
Enclosures: Attachments 1 —9, LF1 - LF2 (See Table of Contents, Attachment 1)
l
i
99430.0 Gar/PlanDept/,L!ISitePlnRvwAppl-Amend/CoverLtr 02
a r c h i t e c t s s a n n d p I a n e r s
P"W
Limited
NORTH ANDOVER HIGH SCHOOL
ATHLETIC COMPLEX
NORTH ANDOVER, MA
REQUEST TO AMEND
THE NOTICE OF DECISION
ATTACHMENT 1
TABLE OF CONTENTS
29 October 2003
Table of Contents (29 October 2003) ............................................................ Attachment 1
Application.for Site Plan Special Permit.....I.............I......... ................I.......... Attachment 2
Memorandum (29 October 2003) ........ ......................................................... Attachment 3
RenderedSite Plans............................... ..................................................... Attachment 4
• Proposed Site Plan
• Athletic Complex Site Plan (29 October 2003)
• Athletic Complex Site Plan— North Fields (29 October 2003)
• Athletic Complex Site Plan—South Fields (29 October 2003)
• Site Plan as Approved (11 May 2001)
Letter from Rick Rice to North Andover Building Department
Athletic Fields Upgrade / Parking Counts (28 October 2003) _...................... Attachment 5
Request to Amend the Conservation Commission
Order of Conditions (24 October 2003).......................................................... Attachment 6
Note: The cover letter and introduction to Stormwater Management
Design and Runoff Calculations have been included in all sets. A
complete copy of the application with three full size drawing sets have
been forwarded to the Planning Board as requested and one copy of the
application and full size drawing set forwarded to VHB.
Certified Abutters List (13 August 2003) ........................................................ Attachment 8
North Andover High School
Previous Application for Site Plan Special Permit (16 Febuary 2001)............. Attachment 9
Note: Only one copy of this attachment has been forwarded to both
Planning Board and VHB as requested.
Kenneth DiNisco Richard N. Rice Gary E. Ainslie Christopher Huston Donna DiNisco
7 7-s - -m e r S t r e e t t B o s t o n MA 0 2 1 1 0 a 6 1 7 . 4 2 6 . 2 8 5 8 f a x 4 2 6 . 1 4 5 7
www . d, inisco . com
Attachment 1 —Table of Contents— North Andover High School Page 2
LARGE FORMAT ATTACHMENTS
PROPOSED PLANS
North Andover High School Athletic Complex (24 October 2003)............... Attachment LF1
SKZ-T.1 Title Sheet
SITE
SKZ-1.1 North Fields— Layout, Material & Planting Plan
SKZ-1.2 North Fields—Grading & Erosion Control Plan
SKZ-1.3 North Fields— Utility Plan
SKZ-1.4 North Fields— Drainage Layout Plan
SKZ-1.5 South Fields— Layout, Material & Planting Plan
SKZ-1.6 South Fields— Grading & Erosion Control Plan
SKZ-1.7 South Fields— Irrigation Layout Plan
SKZ-1.8 South Fields — Utility Plan
SKZ-1.9 South Fields— Drainage Layout Plan
SKZ-1.10 Detail Sheet
SKZ-1.11 Detail Sheet
SKZ-1.12 Detail Sheet
SKZ-1.13 Detail Sheet
SKZ-1.14 Detail Sheet
SKZ-1.15 Detail Sheet
SKZ-1.16 Bleacher Layout Plan
SKZ-1.17 Bleacher Detail Sheet
SKZ-1.18 Bleacher Foundation Plan
SKZ-1.19 Bleacher Detail Sheet
SKZ-1.20 Lighting Layout Plan & Details
SKZ-1.20A Site Lighting Calculation Plan
SKZ-1.21 Tennis Courts Existing Conditions and Demolition Plan
SKZ-1.22 Tennis Courts Layout & Grading Plan
SKZ-1.23 Tennis Court Detail Sheet
ARCHITECTURAL
SKZ-3.1 Bleacher Building - Plans
SKZ-3.2 Bleacher Building — Elevations
Attachment 1 —Table of Contents— North Andover High School Page 3
PLANS AS APPROVED
North Andover High School (14 December 2003)
Conformed Drawings Include Addenda 1 —4 (31 January 2002)
Excerpt..................................................................................................... Attachment LF2
Note: Only two full size copies of this drawing set have been forwarded to the Planning Board
as requested and one full size set forwarded to VHB.
T-1 Title Sheet Volume 1
T-1 Title Sheet Volume 2
SITE
1.1.1 Materials Plan - Overview
1.1.2 Materials Plan - North
1.1.3 Materials Plan - Middle
1.1.4 Materials Plan - South
1.1.6 Layout Plan - Overview
1.1.7 Layout Plan - North
1.1.8 Layout Plan - Middle
1.1.9 Layout Plan - South
1.1.11 Grading Plan - Overview
1.1.12 Grading Plan - North
1.1.13 Grading Plan - Middle
1.1.14 Grading Plan - South
1.1.16 Planting Plan - Overview
1.1.17 Planting Plan - North
1.1.18 Planting Plan - Middle
1.1.19 Planting Plan - South
1.2.0 Site Utilities— Legends & Utilities
1.2.1 Site Utilities - Overall Site Plan
1.2.2 Site Utilities - Site Utilities Site Plan Part A
1.2.3 Site Utilities - Site Utilities Site Plan Part B
1.2.4 Site Utilities - Site Utilities Site Plan Part C
1.3.6 Stormwater Drainage Plan - Overview
1.3.7 Stormwater Drainage Plan - North
1.3.8 Stormwater Drainage Plan - Middle
1.3.9 Stormwater Drainage Plan - South
ELECTRICAL
10.1.2 Electrical Site Plan
10.1.4 Site Lighting Plan - Sheet#1
10.1.5 Site Lighting Plan - Sheet#2
10.1.7 Lighting Fixture Schedule
E-1 Site Lighting Calculation Plan
E-2 Site Lighting Calculation Plan
99430.0 Cor/PlanDeptl!!!SitePlnRvwAppl-Amend/01-Memo
See Section 8.3 of the North Andover Zoning Bylaw for more detailed information
Town of North Andover Planning Board
Application for Site Plan Special Permit
Please type or print clearly:
1. Petitioner: DiNisco Design Partnership Limited
Address: 87 Summer Street,Boston MA 02110
Telephone Number: (617) 426-2858
2. Owners of the Land: North Andover School Department
Address: 43 High Street, North Andover MA 01845
Telephone Number: 978-794-1503
Number of years ownership: 32
If applicant is not the owner, please state interest in property: Architect
8.3-2.a.i & 8.3-8.c
3. Request for a Special Permit under Section of the North Andover
Zoning Bylaw to Request to amend the site plan special permit for:
Revising playfield layout; substituting synthetic turf for natural turf at some fields,
adding a running track,bleachers, press box/concession/toilet/storage building,
field lighting, and a storage building; and repaving the existing tennis courts. See
attached memorandum for additional detail.
4. Location of Property: 675 Chickering Road, North Andover MA 01845
Zoning District: Residential 2
Assessors: Map: 84 Lot# 29
Registry of Deeds: Book#: 1170 Page# 337
Assessors: Map: 84 Lot# 30
Registry of Deeds: Book#: 1170 Page# 337
Assessors: Map: 92 Lot# 2
Registry of Deeds: Book#: 1170 Page# 337
Assessors: Map: 92 Lot# 3
Registry of Deeds: Book#: 1170 Page# 337
Assessors: Map: 94 Lot# 3
Registry of Deeds: Book#: 1170 Page# 337
Assessors: Map: 94 Lot# 4
Registry of Deeds: Book#: 1170 Page # 337
Assessors: Map: 94 Lot# 5
Registry of Deeds: Book#: 1170 Page# 337
Assessors: Map: 100 Lot# 5
Registry of Deeds: Book #: 1170 Page# 335
5. ExistingpLot:
Lot Area (Sq. Ft): 2,100,463 SF Building Height: 42
Street Frontage; 2,900 +/-FT Side Setbacks: 1,760 FT/340 FT
Font Setback: . 162 FT Rear Setback: 374 FT
Floor Area Ration: 0.10:1 Lot Coverage: 7%
6. Proposed Lot (if applicable):
Lot Area (Sq.Ft.): 2,100,463 SF Building Height: 40 FT(3 story)/50 FT (aud/gym)
Street Frontage: 2,900+/- SF Side Setback: 230 FT/840 FT
Front Setback: 32 FT Rear Setback: 150 FT
Floor Area Ratio: 0.15:1 Lot Coverage: 8.3%
7. Required Lot (as required by Zoning Bylaw);
Lot Area (Sq.Ft.): 43,560 SF Building Height: 65 FT (SECT 7.4.4)
Street Frontage: 150 FT Side Setback: 30 FT
Front Setback: 30 FT Rear Setback: 30 FT
Floor Area Ratio: N/A Lot Coverage: N/A
8. Existing Building (if applicable):
Ground Floor(Sq.Ft.) 148,743 SF # of Floors 2
Total Sq. Ft.; 204,471 SF Height: 42 FT
Use: N/A Type of Construction:N/A
9. Proposed Building: High School
Ground Floor (Sq.Ft.) 171,378 SF # of Floors 3
Total Sq. Ft.; 300,649 SF Height: 48 FT Q story/50 FT aud/gym)
Use: Educational Type of Construction: 2B/2C
Proposed Building: Storage Building
Ground Floor (Sq.Ft.) 720 SF # of Floors 1
Total Sq. Ft.; 720 SF Height: 20 FT
Use: Accessory Use Type of Construction:2C
Proposed Building: Press Box/Concession/Toilet/Storage Building
Ground Floor (Sq.Ft.) 1,912 SF # of Floors 2
Total Sq. Ft.; 3,615 SF Height: 20 FT
Use: Accessory Use Type of Construction: 2C
10. Has there been a previous application for a Special Permit from the Planning
Board on these premises? Yes . If so,when and for what type of
construction? 16 February 2001. For new high school See attached previous application.
Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this form which is
the official form of the Planning Board. Every application shall be filed with
the Town Clerk's Office. It 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 Planning Office 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 Planning
Board Rules and Regulations may result in a dismissal by the Planning
Board of this applicatioj7mp!lete.
Petitioner's Signature:
I III,
Print or type name here: RiAhard Rice,/Vice President, DiNisco Design Partnership, Ltd.
Owner's Signature:
Print or type name here: Paul Szymanski, Director of Management Support Services,
North Andover School Department
architects and planners
Limited
ATTACHMENT 3
MEMORANDUM
29 October 2003
Reference: North Andover High School Athletic Complex
North Andover, MA
Subject: Request to Amend the Notice of Decision
This Memorandum sets forth the facts relied upon in this Request to Amend the Notice of
Decision for the Site Plan Special Permit for the North Andover High School project. This
Memorandum only addresses those items in the Site Plan Special Permit Application which the
proposed changes impact the information provided in the previous Application. The specific
points are referenced below and numbered in accordance with Section 6 of the current
submission instructions.
6.c DESCRIPTION OF PROPOSED CHANGES TO THE PROJECT
We are requesting an amendment to the Notice of Decision issued on 14 May 2001 for the
North Andover High School project. We are requesting approval to modify the approved plans
for both the northerly and southerly located athletic fields, and to repave the existing tennis
cou rts.
Proposed changes to the northern playfields involve the construction of a synthetic material
track and field complex. Within the confines of the track there will be a permeable synthetic
playing field that will host field hockey and soccer, and on the outskirts of the field, a high jump
area and three pole vault areas. East of the track, two shot-put arenas,two long/triple jump
courses are proposed and to the north a discuss/ hammer area is proposed to be built, as well
as a natural turf softball field (with beam clay infield). The site plan as approved contains two
soccer fields. Also proposed for the northern playfields is a storage building of approximately
720 square feet, bleachers for approximately 250 people, a scoreboard, and a retaining wall.
Fencing and walks have been reconfigured and the drainage plan revised to accommodate the
changes.
Proposed changes to the southern playfields include reconfiguring the two originally proposed
soccer fields furthest to the west into one synthetic turf multipurpose football/soccer/lacrosse
field that will be lighted. . Bleachers for approximately 1,200 people and a press box/
concession/toilet/storage building are proposed to be constructed north of this playfield.
!Grading of the two fields furthest to the east has been revised to allow for a potential future
softball field. Fencing and walks have been reconfigured, and the drainage plan revised to
accommodate the above changes.
The proposed work on the existing tennis courts is for the replacement of the existing failing
pavement. The area of pavement will not change and no change in the drainage is necessary
or proposed for this work.
See the attached rendered site plans, Proposed Plans drawing set and Plans As Approved
drawing set.
Kenneth DiNisco Richard N. Rice Gary E.Ainslie Christopher Huston Donna DiNisco
8 7 S u m m e r Street Boston 4MA 02110 617 . 426 .2858 fax 4 2 6 . 1457
w w w . d i n i s c o . c o m
Memorandum, North Andover Planning Board, 29 October 2003 Page 2
6.e TOPOGRAPHY
Grading has been revised to accommodate the proposed changes. See the grading plans in
the attached Proposed Plans drawing set and Plans As Approved drawing set.
6.g STORMWATER DRAINAGE PLAN
The stormwater drainage plan has been revised to accommodate the proposed changes. See
the attached Request to Amend the Conservation Commission Order of Conditions.
6.h BUILDING(S) LOCATION
The proposed plans include a new storage building in the northern playfields and a press box/
concession /toilets/storage building in the southern playfields. See the floor plans and site
plans in the attached Proposed Plans drawing set and Plans as Approved drawing set.
6.i BUILDING ELEVATIONS
See Elevations, SKZ - 3.6.1 of Attachment of the Proposed Plans drawing set.
6.j LOCATION OF PARKING / WALKWAYS
The number parking spaces in the parking lot south of the new high school has been reduced
by 10 spaces to accommodate the new press box/concession /toilets/storage building. The
number of spaces available along the emergency access drive at the northern playfields has
been reduced by 6. A summary of parking changes is as follows:
As Proposed
Approved Revisions
Parking Spaces 510 500
Overflow Parking —Site Drive 65 65
Overflow Parking — Emergency Access Drive 80 80
Total 655 645
The location of walkways has been revised to accommodate the proposed changes. See the
layout and materials plans of the attached Proposed Plans drawing set and Plans as Approved
drawing set. See the attached Proposed Plans drawing set and Plans As Approved drawing
set and the letter from Rick Rice to North Andover Building Department regarding Athletic Fields
Upgrade/ Parking Counts.
6.k LOCATION OF WETLANDS / NOTICE OF INTENT
The stormwater drainage plan has been revised to accommodate the proposed changes. See
the attached Request to Amend the Conservation Commission Order of Conditions.
6.1 LOCATION OF WALLS / SIGNS
The proposed plans include a new retaining wall and new scoreboard in the northern playfields
and a new scoreboard in the southern playfields. An additional wall sign is also proposed for
the new press box/concession /toilets/storage building. See the attached Proposed Plans
drawing set and Plans As Approved drawing set.
Memorandum, North Andover Planning Board, 29 October 2003 Page 3
6.m LOCATION OF ROADWAYS
The layout of the emergency access drive at the northern playfields (including the location of
the Prescott Street curb cut) has been revised to accommodate the proposed changes to the
northern playfields. The curb cut for the revised emergency access drive has been relocated
approximately 20 feet to the west of the previous location. The site drive at the parking lot
south of the new high school has been revised to accommodate the proposed press box/
concession /toilets/storage building. See the attached Proposed Plans drawing set and Plans
As Approved drawing set.
6.o LANDSCAPING PLAN
The landscaping plan has been revised to accommodate the proposed changes. See the
attached Proposed Plans drawing set and Plans As Approved drawing set.
6.q LIGHTING FACILITIES
The proposed changes include sports field lighting located on six poles for the new
multipurpose field at the southern playfields. See SKZ 1.5 for location of four poles, SKZ-1.20
for pole and fixture details and ZKA-1.20A for lighting level plan.
6.s TRAFFIC IMPACT
The traffic impact from the proposed new facilities would be no more than that from the as
approved plans which includes use of the gym for large town events which has a seating
capacity of 3,200. This compares to the bleacher seating of 250 at the northern playfields and
1, 200 at the southern playfields. Concurrent use of the gym for town events at the same time
as the playfields are used for significant athletic events is unlikely and if necessary will be
controlled by scheduling to avoid conflicts.
6.t COMMONWEALTH REVIEW
The Request to Amend the Conservation Commission Order of Conditions has been forwarded
to the Massachusetts Department of Environmental Protection — Northeast Region.
6.0 UTILITES
Site Utilities have been revised to accommodate the proposed changes. See the attached
Proposed Plans drawing set and Plans As Approved drawing set.
6.w COMMUNITY IMPACT
The proposed changes provide the equivalent of four more available fields (taking into account
the greater availability of the synthetic turf fields) as well as provide better athletic facilities both
for the school sports program as well as town recreation including the town soccer league.
99430.0 Cor/PlanDeptIL!iSitePlnRvwAppl-Amend/03-Memo
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NORTH ANDOVER HIGH SCHOOL •
North Andover, MA P44ULimited
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VIA FACSIMILE
28 October 2003
Robert Nicetta, Building Commissioner
Town of North Andover
Office of the Building Department
27 Charles Street
North Andover, MA 01845
Reference: North Andover High School
North Andover, MA
Subject: Athletic Fields Upgrade/Parking Counts
Dear Bob:
The School Building Committee has voted to upgrade the athletic fields at the new high school
to include a running track and synthetic turf field at the north playfields, and a synthetic turf field
with bleachers and a press box/concession/toilet building at the south playfields. The purpose
of this letter is to advise you of the net reduction of 10 parking spaces (from 655 to 645) that
result from the construction of the HP accessible press box building as summarized below:
As Proposed
Approved Revisions
Parking Spaces 510 500
Overflow Parking —Site Drive 65 65
Overflow Parking— Emergency Access Drive 80 80
Total 655 645
Please note that the 1,200 seat bleachers take the place of the informal seating on the hillside of
the original site plan, and do not increase the total parking load on site. The maximum "public
use" parking load remains the gym (when used for large events with a seating capacity of
3,200), which will not be scheduled concurrently with the outdoor fields use.
The proposed revisions to the site plan are being submitted to the Planning Board for a request
to amend the Notice of Decision for the Site Plan Special Permit. We request that you advise us
if the above change in parking is consistent with the zoning requirements for the building.
Kenneth DiNisco Richard N. Rice Gary E.Ainslie Christopher Huston Donna DiNisco
8 7 S u co m e r S t r e e t B o s t o n NI A 0 2 1 1 0 6 1 7 . 4 2 6 . 2 8 5 4 f a x 4 2 6 . 1 4 5 7
w w w . d i n i s c o . c o in
Robert Nicetta, 28 October 2003 Page 2
Thank you for your continued assistance with this project.
Sincerely,
cor
Richard N. Rice
DiNISCO DESIGN
RNR/dp
cc: Louis Minicucci
Paul Szymanski
Patrick Saitta
Enclosure: Letter from Rick Rice to North Andover Building Department (dated 02/02/01)
99430.0 CorCVTwrVSt 27
ATTACHMENT 11
a r c h i t e c t s a n d p l a n n e r s
Limited
02 February 2001
Town of North Andover
Building Department
27 Charles Street
North Andover, MA 01845
Attention: Robert Nicetta, Building Commissioner
Re: North Andover High School
North Andover, MA
Subject: Parking Requirements
Dear Bob:
The purpose of this letter is to describe the parking proposed for the new high school project.
As we have discussed, schools are not a listed use in the North Andover Zoning By-law, and
the Building inspector shall make a determination as to a sufficient quantity of parking, per the
by-law.
!� EXISTING SCHOOL
At present, there exists 350 parking spaces serving the students, faculty and staff of
the existing 1000 student high school.
NEW HIGH SCHOOL
The new high school is being designed to accommodate 1500 students (a 50 percent
increase in enrollment). Parking for new facility will include a total of 510 spaces in two
lots "Overflow" parking is provided by 65 parallel parking spaces along the outside of
the access drive (with the inside curb kept clear for a fire lane); in addition it is possible
to park another 80 cars in an unpaved area along the emergency access drive which
runs along the north playfields to a gate at Prescott Street. Administratively, the School
Department can regulate those students allowed to drive to school, thus controlling
daytime parking needs.
While additional parking may be advantageous for the largest public usage of the
building (i.e. town meeting) the site simply cannot support additional parking for such an
infrequent event given wetlands constraints and the need to maximize open space for
playfields.
Kenneth DiNisco Richard N. Rice Gant E. Ainslie Christopher Huston
8 7 S u m ni e r S t r e e t B o s t o n M A 0 2 1 1 0 6 1 7 . 4 2 6 . 2 8 5 8 f a x 4 2 6 - 1 4 5 7
w w ww . d i n i s c o - c o m
Robert Nicetta, 02 February 2001 Page 2
MIDDLE SCHOOL PROJECT
By means of comparison, the 1200 student middle school project included a total of 191
spaces in three lots, plus 43 parallel parking spaces along the outside curb of the
access drive, for a total of 234 spaces.. At recent visits to the middle school during the
school day, more than 100 spaces in the most remote portions of the parking.lots were
observed to be unused. Please note that the total number of spaces proposed for the
high school is more than double those provided at the middle school
Should you have any comments or questions regarding this matter, please do not hesitate to
contact me.
Sincer ,
Richard Rice
DiNISCO DESIGN
cc: Louis Minicucci
Nancy Kurtz
Paul Szymanski
Pat Saitta
Kenneth DiNisco
U
u
8
99430.4 CorCty/rwniSt 07
I
Gale Associates, Inc.
163 Libbey Parkway I P.O. Box 890189 1 Weymouth, MA 02189-0004
P 781.335.6465 F 781.335.6467 www.gainc.com
October 24, 2003
North Andover Conservation Commission
27 Charles Street
North Andover, MA 01845
Attn: Julie Parrino, Conservation Administrator
Re: North Andover High School
Order of Conditions Amendment Request
(DEP File No. 242-1045)
Gale JN 710920
Dear Ms. Parrino and Commission Members:
On behalf of the applicants, the Town of North Andover School Building Committee, we are
hereby requesting an amendment to the Order of Conditions issued on March 1, 2001 for the
North Andover High School project. We are requesting approval to modify the approved plans
for both the northerly and southerly-located athletic fields, and to repave the existing tennis
courts.
The newly proposed plan for the North Playfield involves the construction of a synthetic
material track and field complex. In the original plan submitted with the NOI, this area was
proposed to contain two soccer fields. Within the confines of the track there will be a permeable
synthetic playing field that will host field hockey and soccer, and on the outskirts of the field, a
high jump area and three pole vault areas. East of the track, two shot-put arenas, two
long/triple jump courses are proposed and to the north a discuss/hammer area is proposed to be
built, as well as a natural turf softball field (with beam clay infield).
Also proposed for the North Playfield is a storage building, bleachers for approximately 250
people, a scoreboard, and a retaining wall. Fencing has been reconfigured and the drainage
plan revised to accommodate the changes.
Proposed modifications to the South Playfield plan include reconfiguring the two originally
proposed soccer fields furthest to the west into one synthetic turf multipurpose
football/soccer/lacrosse field that will be lighted. Bleachers for approximately 1,200 people and
a bleacher building are proposed to be constructed north of this playfield. The bleacher
building will include a press box, concession stand, toilets, and a storage area.
These above-mentioned modifications will result in an increase in impervious surface within
the site over the previous plan. Drainage designs and grading, however, will prevent an
increase in runoff peak to the adjacent BVW, or to the river, in compliance with the concept for
the approved plan.
Some of the newly proposed work is within the 100-Foot Wetland Buffer Zone and the 200-
Foot Riverfront Area (RA), but the proposed amendments will not increase the amount of
altered area within these setbacks. The proposed erosion and sedimentation controls
during construction will not need to be changed for the proposed modifications.
Finally, the applicants are also requesting approval to repave the existing tennis courts located
near the high school entrance. These courts are located within the RA and Buffer Zone, but
Boston
Baltimore
Orlando
San Francisco
Order of Conditions Amendment
North Andover High School e"CALE
October 24, 2003
Page 2
they are in dire need of repair. The area of pavement will not change and no drainage is
necessary or proposed for that work.
The modifications proposed are entirely within the area proposed for the approved project, and
generally within the scope of the project. The work will not result in any increased
encroachment within the various buffer zones or result in any increased environmental impact.
For those reasons, we feel it is appropriate to request a modification to the existing Order of
Conditions, rather than file a new Notice of Intent.
Attached to this request are the following plans and supporting information:
Attachment 1: Certified List of Abutters and Abutter Notification
Attachment 2: Plans entitled: "North Andover High School Athletic Complex", sheets
SKZ 1.1 to SKZ 1.33, (excluding sheet numbers SKZ 1.24, 1.28, 1.30)
prepared by Gale Associates, Inc dated October 24, 2003.
Sheet 3.4.1 "Floor Plans", prepared by DiNisco Design Partnership dated
September 10, 2003.
Attachment 3: "North- Andover High School Proposed Athletic Complex Stormwater
Management Design and Runoff Calculations, Revised Report", dated
October 24, 2003 by Gale Associates, Inc.
Attachment 4: Plans Entitled: "North Andover High School Stormwater Drainage Plan",
sheets 1.3.7 to 1.3.11, dated 14 December 2001, with sheets 1.3.7, 1.3.8
revision 3, dated 25 January 2002 (these are the current construction
plans reviewed and approved by the Conservation Commission for the
site and are submitted here to facilitate review of the proposed changes).
Eight copies of this request including attachments are included as required, and two copies
have been submitted to the Mass DEP Northeast Region and one copy has been sent directly to
Eggleston Environmental. Also, as required, we have sent the attached notification to all
project abutters.
If you have any questions, or need additional information, please do not hesitate to contact us.
Very truly yours,
GALE ASSOCIATES, INC.
Dale K. Harris, P.E.
Project Manager
Enclosures
cc: DEP Northeast
DiNisco Design Partnership (for further distribution)
Lisa Eggleston, Eggleston Environmental
North Andover School Building Committee
G:\710920\1etters\ooc_amendment
i
NORTH ANDOVER HIGH SCHOOL—ATHLETIC COMPLEX REVISIONS
October 24, 2003
This amended report presents an analysis of stormwater management practices for the
r above project in accordance with the Department of Environmental Protection/Coastal Zone
Management, Stormwater Policy Handbook and Stormwater Technical Handbook ("the
Policy"). The entire report containing the hydrologic computations and design information
relative to the existing and original proposed stormwater conditions for the North Andover
High School Site was submitted to the Conservation Commission by Schofield Brothers of
New England, Inc. (revision dated January 8, 2001), and an Order of Conditions was issued
for the project. The athletic portion of the project has been revised to include a new 400-
meter running track with an artificial filled turf system infield at the upper tie of the locus,
and a new multi-purposed filled turf premium football/soccer field on the lower tier of the
site.
The necessary stormwater,revisions are included herein, with the modifications to the
previous calculations outlined for ease of cross-referencing. The additional impervious area
of the track surface (versus the previously proposed under-drained natural turf soccer/field
hockey fields) was accounted for in the HydroCAD stormwater model, and was considered
as "clean runoff' with regards to the Policy. However, the volume of treatment necessary is
provided in the design of the drainage collection within the artificial turf under-drain
system.
The volume of water to be treated for water quality (according to Standard #1) was
analyzed according to the Policy (see Figure 1) by taking the required %" of runoff over the
total additional contributing impervious area (track surface = approximately 85,000 s.f.). A
resulting stormwater volume of 3,532 c.f. of stormwater runoff is required to be treated for
water quality. The "clean stormwater runoff' will then collect in an interior trench drain
system (with catch basins) which then ties into the under-drain collection system under the
turf base. The herringbone under-drain system will be elevated a minimum of 2 inches
within the gravel sub-base to provide a "dead space" volume of over 4,600 c.£, which will
accommodate the necessary treatment volume before discharging to the proposed drain
system. The stormwater BMP's (Best Management Practices) for the entire site have
already been designed and approved to treat the total site stormwater runoff and achieve
80% T.S.S. annual load removal(according to standard#4)
The volume of water to be recharged to groundwater (according to standard #3) was
analyzed according to the Policy (see Figure 2) by taking the required depth of runoff over
the impervious track area covering an existing hydrologic soil group. These soils are
generally B" soils (NRCS soil "CmB") requiring a volume of recharge of 0.25 inches
multiplied by the total impervious area, and"C" soils (NRCS soil"WrB") requiring a volume
of recharge of 0.10 inches multiplied by the total impervious area. A resulting volume of
1520 c.f. is required to approximate the additional annual recharge to groundwater. Again,
this volume is more than provided for in the "dead space" volume of over 4,600 c.f. below the
gravel sub-base and under-drain system. Additionally, the originally proposed BMP's
`� included a detention galley system designed to capture a volume much larger than required
to approximate the current existing conditions and promote ground water recharge, and
this system will remain in place under the multi-purpose premium turf field.
Peak flow stormwater attenuation is also provided in the turf field under-drain system.
Though a slight increase is expected in total runoff volume from the previous calculations
(due to the inability to take into account groundwater infiltration caused by varying soils
and perched groundwater), the peak runoff rates and volumes for the required storm events
(1, 2, 10, 100-year storms) approximate the originally approved proposed conditions. The
post-development peak discharge rates do not exceed pre-development rates at the down
gradient property line of Cochichewick Brook—"design point 1" (according to Standard#2),
and in fact a decrease is calculated for all storm events. The summary table at the end of
this narrative compares the existing, originally proposed, and current proposed conditions
peak flows and volumes of runoff from the project (see Revised Summary Table (3) & (3A)).
The previous design relied upon a detention area known as the lower soccer fields
(subcatchment area 21 and pond 1). This area was designed to impound excessive
stormwater amounts, until these could drain at a controlled rate over an extended time
period. The high point ridge elevation of these fields was 107.0, with the ponding elevation
for the 100-year storm event at 105.5. This design was modified accordingly as necessitated
by the location and elevation of the multi-purpose synthetic turf field, and the lower soccer
fields and detention area were essentially reduced by half(see Revised Summary Table 3),
from 820 feet to 460 feet in length. The HydroCAD calculations take this modification into
account, and attenuation of project peak flows is still provided with a maximum ponding
elevation of 105.9 reached at this location during the 100-year storm event. The gravel sub-
base under the artificial turf fields (at both locations) provides local stormwater attenuation
within the void space, which acts as a detention basin area. The under-drain piping
system acts as an outlet control providing additional relief on down gradient subcatchment
areas.
No additional impervious area beyond the high school regulation track is required for the
modification to the athletic facilities. The current design utilizes the natural features of the
site along with the previously proposed under-drainage systems and other proposed BMP's
to treat and regulate off-site stormwater drainage so that the post development peak flow
rates will not create problems downstream from the site in the wetland watershed. The
erosion control plan during construction and maintenance plan will remain as previously
provided and approved. Additional maintenance will be as required for high-end athletic
facilities to include light brooming of the track and regular fibrillation/sweeping of the
artificial turf surfaces. This will be in lieu of necessary herbicide/pesticide applications,
mowing, and irrigation requirements for natural turf fields, and will be more
environmentally sensitive to these resource areas adjacent to the proposed fields.
Detailed drainage analysis and HydroCAD calculations are in the following appendix.
GALE ASSOCIATES, INC.
G:\710920\reports\stormwater.doc
Sep 11 03 10: 51a Schofield Brothers 5 088791797 p. 2
TOWN OF NORTH ANDOVER
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Board 6(Ass4iPs& arth Andover
architects aiid planners
Limited
HAND DELIVERED
12 January 2004 Berl,
Heidi Griffin
'&t p 3 10t
North Andover Planning Board
27 Charles Street r�
North Andover, MA 01845
Reference; North Andover High School Athletic Complex
North Andover, MA
Subject: Revised Drainage Design
Dear Heidi;
The drainage design for the North Andover High School Athletic Complex has been revised
based on the Conservation Commission consultant's review. As we discussed I am forwarding
you copies of those documents that have been revised based on the changes to the drainage
design;
• Planning Board Plan Set, Revision 2, 06 January 2004 (9) copies of which (1) is full
size and (8) are half size.
• Conservation Commission Plan Set, Revision 2, 06 January 2004— (1) full size set.
• Revised Stormwater Management Design and Stormwater Runoff Calculations, 06
January 2004 — (1) copy.
We have also forwarded directly to the Planning Board consultant, Timothy McIntosh, copies of
the revised documents. If there are any questions please do not hesitate to contact Rick Rice or
myself.
Sincer
Jon O man At
DiNIS O DESIGN
/jo
cc: Timothy McIntosh (Cover letter only) Patrick Saitta (Cover letter only)
Louis Minicucci (Cover letter only) Kenneth DiNisco (Cover letter only)
Paul Szymanski (Cover letter only) Richard Rice (Cover letter only)
Nancy Kurtz (Cover letter only)
Enclosures: see above
99430.0 CorPlanDept 88
Kenneth DiNisco Richard N. Rice Gary E.Ainslie Christopher Huston Donna DiNisco
87 Sum finer Street B o s ton. MA 02 '110 617 . 426.2 & 58 fax 4 2 6 . 1 4 5 7
www . dinisco . coin
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architects and planners