HomeMy WebLinkAboutApplication - 1679 OSGOOD STREET 5/20/2011 JONES & BEACH ENGINEERS, INC.
85 Portsmouth Avenue Post Office Box 484
Post Office Box 219 Alton, NH 03809
Stratham, NH 03885 Email:jbe.@jonesandbeach.com
Telephone: (603)772-4746 www.jonesandbeach.com
Fax: (603) 772-0227
May 20, 2011
Town of North Andover Planning Department
Attn; Mary Ippolito
1600 Osgood Street, Bldg. 20, Suite 2-36
North Andover, MA 01845
RE: Definitive Subdivision Application—GMZ Realty Trust
Route 125 & Bradford Street, North Andover, MA
Tax Map 61, Lots 16 & 34, Tax Map 34 Lot 31
JBE Project#06163.1
Dear Board Members:
Jones & Beach.Engineers, Inc., on behalf of our clients, GMZ Realty Trust and Christopher
Adams, respectfully submits an Amended Application for Defmitive Subdivision Approval for
the above referenced parcels. The existing parcel currently has 4 dwelling units located at 1679
Osgood Street. The intent of this application is to subdivide the property into nine (9) residential
lots with Town water and on-site leach field areas. One (1) new road is proposed with a cul-de-
sac to provide access to the nine residential homes along with two private driveways.
The purpose of this supplemental filing is two-fold. First, the Applicant is seeking to amend its
currently pending Application for a Definitive Subdivision to incorporate a 9th lot which is
derived from a portion of land owned by Christopher Adams, as Trustee of 1591 Osgood Street
Nominee Trust. As a result of the inclusion of the 9th lot, the Applicant is proposing to modify
the proposed subdivision by including a new subdivision roadway segment running from
Saracusa Way to the new Lot 16-9. In addition, access and frontage for Lots 16-5 and 16-6 is
also proposed to be off of this new subdivision roadway segment. As discussed at prior Board
meetings, the Applicant is requesting the Board to grant waivers from the Town's subdivision
regulations for this new subdivision roadway segment in order to reduce pavement width and
related land disturbance and stormwater impacts to nearby wetlands resources. A list of
requested waivers, which were previously filed with the Board, have been included within this
amended filing. As communicated to the Board previously, and.although the Applicant is
proposing a reduced subdivision roadway, it is the Applicant's intention for this roadway
segment to remain private and to substantively function as a common driveway.
The second purpose of this supplemental filing is to notice a hearing for a proposed
Common Driveway Special Permit to enable the Applicant to create a common driveway serving
proposed Lots 16-7 and 16-8 of the proposed subdivision, thereby reducing potential impacts to
wetlands resource areas and stormwater impacts.
We also note that the Applicant's intention is to request Town Meeting to vote to accept
Saracusa Way as a public way. Until Saracusa Way is accepted as a public way, and prior to the
F:\Land Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\Definitive Subdivision Cover Letter 5-20-1 Ldoc
sale of the first residential lot to a third party, the Applicant intends to form a homeowners
association to govern the maintenance of the roadway and related infrastructure, including the
stormwater management systems. However, it is the Applicant's intention to maintain the
newly proposed subdivision roadway segment serving Lots 1675, 16-6 and 16-9 as a private way.
With regard to this proposed roadway segment,the Applicant proposes two alternatives: (a)
form a maintenance agreement and easement governing the maintenance of the roadway segment
and related stormwater management facilities strictly limited to Lots 16-5, 16-6 and 16-9; or, (b)
incorporate management obligations concerning the roadway as a part of the homeowners
association for the entire 9-lot subdivision. We would be happy to discuss these matters with
the Board at the next hearing on these matters.
The following items are provided in support of this Subdivision Application:
1. Review Response Letter and Eggleston Environmental Review Letter.
2. Three (3) Completed Applications for Definitive Subdivision Approval (Form Q.
3. Two (2) Completed Applications for Special Permit—Common Driveway.
4. Signed Department Acknowledgement List (Form L).
5. Waiver Request Letter.
6. Certified Abutters List.
7. Test Pit Logs and Soil Map.
8. Legal Notice.
9. Abutter notification envelopes with certified slips and stamps, additional labels &
stamps for letter of decision notices.
10. Fourteen(14) additional stamps for surrounding City and Town notifications.
11. Fee checks to be issued by client.
12. CD containing all documents in pdf format.
13. Two (2) Drainage Analysis Sediment& Erosion Control Plan and Stormwater
Pollution Prevention Plan.
14. Two (2)full size copies of Yield Plan.
15. Two (2) complete full size plan sets.
4Veruly yourS & BE NGINEERS, INC.
A. C ronati
resident
CC: Town Clerk(plan set&application copy)i
Board of Health(plan set&application copy)
Department of Public Works(plan set&application copy)
Fire Department(plan set&application copy)
Conservation Department(plan set&application copy)
Open Space Committee(plan set&application copy)
Building Department(plan set&application copy)
School Department(plan set&application copy)
Police Department(plan set&application copy)
Tim McIntosh,VHB(plan set&application copy)
GMZ Realty Trust(plan set&application copy)
Mark Johnson(plan set&application copy)
Ken Sakurai(plan set&application copy)
F:\Land Projects 3\06163-N.Andover-I 679-OsgoodSt\WORD FILES\Definitive Subdivision Cover Letter 5-20-1 Ldoc
JONES&BEACH ENGINEERS, INC
JONES & BEACH ENGINEERS, INC.
85 Portsmouth Avenue Post Office Box 484
Post Office Box 219 Alton, NH 03809
Stratham, NH 03885 Email:jbe@jonesandbeach.com
Telephone: (603)772-4746 http://www ionesandbeach.com
Fax: (603) 772-0227
May 20, 2011
Ms. Judy Tymon
North Andover Planning Board
1600 Osgood Street
North Andover, MA 01845
RE: Definitive Subdivision Application— GMZ Realty Trust
1679 Osgood Street,North Andover, MA
JBE Project No. 06163
Dear Ms. Tymon,
We are in receipt of a review letter from Lisa Eggleston, Eggleston Environmental dated
December 6, 2010. We offer the following responses to those comments.
1. We have placed an additional pond at the outlet of the gravel wetland to attenuate
the increases of both rate and volume in this location. This pond will recharge
more volume to the groundwater the water being recharged will be "clean" as it is
coming from the gravel wetland.
2. The mounding analysis is included within Appendix III of the Drainage Analysis.
3. An impermeable barrier has been detailed on the plan for the infiltration basin
berm.
4. Detail notes have been added specifying grass to be planted on the berms and
mowing to be accomplished to keep woody vegetation from growing.
5. Emergency spillway elevations have been added to the plans.
6. The outlet to the gravel wetland has been slightly increased in size so that the high
water elevation will be greater than V below the berm.
7. A watertight plug has been added to the outlet weir.
8. The grading for rain garden Lot 16-1 has been labeled. The labels for the stockpile
area and the rain garden have been corrected..
9. Additional requirement to remove stockpiles prior to constructing any down-
gradient ponds has been added to the SWPPP.
10. 2" of pea stone has been added to the bottom of the rain gadens.
11. Deed language will be developed so that the rain gardens remain an integral part
of the subdivision.
12. A schedule and budget has been developed for the long-term maintenance tasks.
13. The notes regarding the inspection and maintenance of the gravel wetland have
been incorporated within the O&M Plan.
14. A note has been added to the catch basin and forebay details that they are to be
cleaned once per year.
F:\Land Projects 3\06163-N.Andover-1679-OsgoodSMORD FILES\Review_Response_Letter 5-20-2011.docx
15. A note has been added to the gravel wetland and infiltration pond details to
require mowing when grass exceeds 4" in height.
16. Comment noted—we will work this through with the Town..
We are herewith submitting four (4) full size copies of the revised plans and drainage
analysis for your review. Thank you very much for your time. If you have any questions,
or need further assistance, please contact our office.
Very truly yours,
JONES & BEACH ENGINEERS, INC.
Michael J. Kerivan, P.E.
Project Engineer
CC: Lisa Egglston(plans and analysis)
VHB (plans and analysis)
GMZ Realty Trust(plans)
FALand Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\Review_Response_Letter 5-20-201 Ldocx
JONES&BEACH ENGINEERS, INC
Eggleston iinvironmental
December 6, 2010
North Andover Planning Board
1600 Osgood Street
North Andover, MA 01845
Attn: Judy Tymon, Town Planner
RE: Stormwater Management Review
1679 Osgood St. &Bradford St.
Dear Ms. Tymon and Board Members:
I am writing this letter in follow-up to my August 16, 2010 review letter on the above-
referenced project. Since that time I met with the Applicant's engineers and town staff on
September 10, 2010 to discuss my comments, and have received and reviewed the
November 11, 2010 response letter, November 12, 2010 revised plans (22 sheets), and
November 11, 2010 revised drainage analysis from Jones &Beach Engineers, Inc.
In response to the review comments received and the discussions at our September 10`h
meeting, the revised plans reflect a substantial re-design of the drainage proposed for the
project. As currently proposed, the runoff from impervious surfaces on the individual
house lots would be treated and/or infiltrated onsite; with the roof drainage directed to
subsurface infiltration structures and runoff from the driveways draining to biofiltration
"rain gardens" located on each lot. The two basins receiving runoff from the subdivision
roadway have been moved closer to the roadway, and one of the basins is now proposed
as a gravel wetland. In general, the project as currently proposed would adequately
maintain the hydrology of the site and provide improved access for maintenance of the
two drainage basins. My specific comments, once again aimed at assisting both the
Planning Board and the Conservation Commission in their respective reviews of the
project, are as follows:
1. As stated in the revised drainage report, the proposed project would result in
increased rates of runoff at several of the locations where runoff leaves the
property and decreases at others, with a net decrease in the total rate of runoff.
Although not specifically called out, the drainage analysis also indicates that the
volume of discharge would increase at some locations and decrease at others, with
a net decrease in volume leaving the site during small storms (due to increased
recharge), and an increase of up to about 18 percent in the total volume leaving
the site during the larger 100-year design storm. Since the rate of delivery would
be attenuated, the closed drainage system in Osgood St/Route 125 should be able
to handle the increase in volume, provided there are no significant flow
restrictions in the system downstream. The one concern I have is with the
projected increase in both the rate and volume of runoff discharged through the
existing stone swale in the northwest corner of the site (Analysis Point #5) under
55 0[d Coa.-h Road Sudbury MA 01776 tet 508.259.1 137 fax 866.820.7840
1679 Osgood Sta-eet, Tecluilcal Rev]CNV ?
December 6. 201{1
all design storm conditions, since it does appear to drain across an abutter's
property between the site and Osgood Street. The impact of an increase in
discharge at this location needs to be assessed.
2. The response letter (comment #14) indicates that a mounding analysis for the
proposed infiltration basin was included in the revised submittal; however I was
unable to locate one in the materials I reviewed.
3. Jones & Beach's response letter indicates that they are seeking relief from the
DEP setback requirement of 50-ft from a slope in excess of 15 percent for the
proposed infiltration basin. Given its proximity, I do have some concern that there
is potential for breakout along the downgradient slope of the infiltration basin,
since it extends approximately four feet below the bottom of the basin. In lieu of
a greater setback, I recommend that an impermeable barrier be placed inside the
fill slope to prevent seepage.
4. The proposed vegetation in the infiltration basin and the surrounding berm is not
detailed on the plans. Vegetation should be non-woody and easily maintained.
5. Inverts of the emergency spillways should be identified on the plans.
6. The elevation of the high flow outlet of the gravel wetland should be lowered to
provide one foot of freeboard below the emergency spillway.
7. The design should provide some means of draining out the gravel wetland if
needed for maintenance, e.g. through a removable plug in the outlet weir wall that
would provide access for pumping.
8. The grading of the rain garden on Lot 16-1 needs labeling. Also, I believe that the
labels for the temporary stockpile area and the rain garden on that lot are reversed
(Sh. C5 and C6).
9. There are only two temporary stockpile areas shown on Sheet C6, and both are
just upgradient of proposed rain gardens. The sequence of construction should
ensure that the stockpiles are removed prior to the installation of the rain gardens.
I believe that other stockpile locations, and possibly dewatering basins, will be
needed—this should be addressed in the Construction SWPPP.
10. I recommend substituting several inches of pea stone for the geotextile fabric
underlying the rain gardens, as it will be less prone to clogging.
11. The proposed rain gardens are an integral part of the drainage design for the
subdivision, therefore there needs to be some way of ensuring that they will not
be filled or re-graded and that they will continue to be maintained by the
individual homeowners.
1679 79 Osgood Street, Tec17rlic�il Review 3
Doceinber 67 2010
12. The maintenance checklists and inspection forms included with the O&M Plan
pertain primarily to the inspections that will occur during the construction phase
of the project, not the long term maintenance of the stormwater BMPs. The DEP
regulations call for an O&M schedule, budget and log form for the long-term
maintenance tasks.
13. The notes on Sheet D4 regarding inspection and maintenance of the gravel
wetland should be incorporated in the O&M Plan.
14. Catchbasins and sediment forebays should be cleaned a minimum of once per
year.
15. In addition to the forebays, the infiltration basin and gravel wetland berm will
likely also need periodic mowing.
16. While the revised plans provide improved access to the basins, I still question
whether it makes sense to have the Town maintain the infiltration basin and
gravel wetland once the road is accepted, or whether these should be maintained
by a private contractor funded through a homeowners association.
Once again, I appreciate the opportunity to assist the North Andover Planning Board with
the review of this project, and hope that this information is suitable for your needs. Please
feel free to contact me if you or the applicants have any questions regarding the issues
addressed herein.
Sincerely,
EGGLESTON ENVIRONMENTAL
Lisa D. Eggleston, P.E.
C: Jennifer Hughes, North Andover Conservation Commission
,
PLANNING DEPARTMENT
Community Development Division
Fora C - APPLICATION FOR DEFINITIVE SUBDIVISON APPROVAL
Received; Town of North Andover Town Clerk(Date Stamp)
Stamp three(3)forms with the Town Clerk. File one(1)copy with the Town Clerk and two(2)with the Planning
Department.
To the Planning Board:
The undersigned, being an applicant under Chapter 41, 81-0,81-T,81-E,1, MGL,for approval of a proposed subdivision
plan, hereby submits a Definitive Plan and makes application for approval to the North Andover Planning Board:
The undersigned hereby applies for the approval of said Definitive plan by the Board, and in furtherance thereof hereby
agrees to abided by the Board's Rules and Regulations,The undersigned hereby further covenants and agrees with the
Town of North Andover, upon approval of said Definitive plan by the Board:
a. To install the utilities in accordance with the rules and regulations of the Planning Board, Department of Public
Works,the Board of Health, and all general as well as zoning by-laws of said Town, as are applicable to the
installation of utilities with the utilities within the limits of ways and streets;
b. To complete and construct the street or ways and other improvements shown thereon in accordance with Section
V and VI of the Rules and Regulations of the Planning Board, including all Appendices (I-VI)and Figures(1-27),
and the approved Definitive pian, profiles and cross-sections of the same, Said plan, profiles,cross-sections and
construction specifications are specifically, by reference, incorporated herein and made a part of this application.
This application and the covenants and agreements herein shall be binding upon all heirs,executors,
administrators, successors,grantees of the whole or part of said land, and assigns of the undersigned; and
c. To complete the aforesaid installations and construction within two(2)years from the date hereof.
I
Page 4 of 7
1608 Osgood Street,North Andover,Bldg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web wwvr.tovraofnorthandaver com
Edited 9/27/2810
1.Name of Applicant: G.M.Z. Realty Trust & Christopher Adams
Address: 1679 Osgood treet, N r dover, MA 01845
Signature of Applicant:
2.Name Of Subdivision:
Bradfo Street Subdivision
3.Location and Description of Property[include Assessor's MaTp&Lot and ZoninDistrict(s)]-
Subject parcels are located on Route 125 & Bra ford Street, Known as
Tax Map 61 Lots 16 & 34 and Tax Map 34 Lot 31.
4.Address of Property Being Affected: Route 125 & usgood. Street
Zoning district: Residential 2 and Corridor Development District 3
Assessors:Map#: 61 Lot# 16 & 34
34 31
5.Deed Reference:Boob 2857 •Page 347 and BK 1720/PG 193
Certificate of Title No. N/A
6. Name of Surveyor/Engineer: Jones & Beach Engineers, Inc.
Address: 85 Portsmouth Avenue, PO Box 219, Stratham, NH 03885
Easements and Restrictions of Record(Describe and Include Deed References)
None
7.Preliminary Plan Submitted? Yes ;Plan Approved? No Date:
Signature of Owner(s):
Address,
Received: Town of North Andover Town Clerk(date stamp):
Signature of Town Official Receiving this Application:
Page 5 of 7
1600 Osgood Street,North Andover,81dg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthondover.com
Edited 9/27/2010
JONES & BEACH ENGINEEK INC.
85 Portsmouth Avenue Post Office Box 484
Post Office Box 219 Alton, e x 484
TeleStrah on :( 03885 Email:jbe@jonesandbeach.com
Telephone: (603) 772-4746
Fax: (603) 772-0227 http://www.jonesandbeach.com
January 14, 2011
North Andover Planning Board
Attn: John Simons, Chairman(Hand Delivered)
1600 Osgood Street
North Andover, MA 01845
RE: Application for Definitive Subdivision Approval
Request for Waivers of the Planning Board's Rules and Regulations Governing the
Subdivision of Land, as amended (the"Rules").
Applicant: GMZ Realty Trust
JBE Project No. 06163
Dear Chairman Simons and Other Members of the Board:
The following is the Applicant's supplemental request for waivers in connection with the request
for approval of a definitive subdivision, which was submitted to the Planning Board on January 10,
2010. This supplemental request for waivers is intended to address waivers that are required in
order to provide access from the proposed Saracusa Way to the Adams Lot (new Lot 9), including
access to proposed Lots 5 and 6.
The Plans comply with the applicable provisions of the Rules except for deviations necessitated to
provide access between the lot owned by Chris Adams and the proposed Saracusa Way in a
manner that will reduce land disturbance and impervious surfaces, and thereby reduce stormwater
runoff and improve environmental conditions for the project. Pursuant to G.L. c. 41, § 81R, and
Sections 2.7 and 5.1.8 of the Rules, the Applicant hereby requests that the Board waive the
requirement of strict compliance with the following provisions of the Rules:
1. Section 5.1.5—Site Evaluation Statement and Section 5.4—Environmental and
Community Impact Statement. Request waiver of submission requirement for
Environmental and Community Impact Analysis for the proposed subdivision provided under
Sections 5.1.5 and 5.4, as such analysis related to the segment extending from Saracusa Way
to the new Lot 9 as may not be appropriate for a smaller subdivision as that proposed.
2. Section 6.7.4—Street Name. Request waiver from requirement to name the street segment
running from Saracusa Way to new Lot 9, and to instead, name the street subsequent to
Definitive Approval but subject to E911 approval by the Town.
3. Section 6.7.5— Street Numbers. Street numbers required to be assigned by Department of
Public Works (DPW) and included within the application to the Board. Proposed—Street
numbers to be assigned by DPW after Definitive Approval.
F:\Land Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\PB Waiver Request Letter.docx
ti
4. Section 6.8.1 . Minimum R.O.W.Width. Table IA. Required—50-feet; proposed 40-feet
extending from proposed Saracusa Way southeasterly to Lot 9 (Adams Lot).
5. Section 6.8.1. Table IA. Minimum Pavement Width. Required—26-feet; Proposed— 12-
feet.
6. Section 6.8.1. Table IA. Cul-De-Sacs. Maximum Length (Roadway plus Turnaround)— 600-
feet. Proposed 1,020 feet from Lot 9 to intersection with Saracusa Way, plus distance from
this intersection to Bradford Street.
7. Section 6:8.1. Table IA. Minimum turnaround R.O.W. radius and pavement diameter.
Required 120-feet radius and 100-foot pavement diameter; Proposed—Tee Turnaround layout
but pavement only to the extent required length for proposed 14-foot paved driveway for Lot 9
(the Adams'Lot) as it runs through the hammerhead layout as depicted on the submitted
Subdivision Plans.
8. Section 6.8.7. Permanent Cul-De-Sacs. Permanent dead-end street shall be provided with a
cul-de-sac turnaround in accordance with Section 6.8.1, Table IA. Proposed—See proposed
permanent hammerhead layout design on submitted Subdivision Plans, with paving as noted in
Item 7 above.
9. Section 6.9. Granite Curbing. Required— granite curbing on all new streets. Proposed—no
granite curbing.
10. Section 6.11. Sidewalks. Required—one side of street in accordance with specifications.
Proposed—No Sidewalk Proposed.
11. Section 6.18. Street Trees. Required—to be located within street R.O.W. Proposed: No
Street Trees. Landscaping to be provided as depicted on the submitted Subdivision Plans.
1.2. Section 6.21. Street Lighting. Required— street lighting at locations determined by the
Board. Proposed—No Street Lighting.
13. Appendix I.B—Street Construction Specifications — Curbing. Requires curbing to be
vertical granite curb Type VB, and sloped granite edging Type SB, and granite curb inlets in
accordance with MHD (now MA DOT) Standards. Proposed—No vertical, sloped, or curb
inlets granite is proposed.
We are requesting relief from the waivers listed above to enable the roadway and associated
improvements to be designed as a low impact development, with minimized land disturbance,
reduced pavement, and other requirements to provide decreased stormwater impacts along with a
privately owned driveway versus a short Town owned and maintained roadway. The waivers we
are requesting relief from are all technical in nature and are relatively small in scale. For each
waiver requested, there are reasons which are in the public interest and are consistent with the
intent and purpose of the Subdivision Control Law and the Rules to justify the waiver of strict
compliance with the respective provisions of the Rules. The granting of these requests for relief
are in the public interest because they would result in an attractive development which is adapted
to, and will enhance, the unique features of this site. These requests for relief are consistent with
FALand Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\PB Waiver Request Letter.docx
JONES&BEACH ENGINEERS, INC
I ;
the purposes of the Subdivision Control Law because the Plan will enable the Applicant to build a
subdivision with adequate roads, drainage and utilities to accommodate a development of this size
while maintaining flexibility for long-term planning.
Requests for Findings and Decisions:
The Applicant respectfully requests the Planning Board to grant relief from these waivers for the
proposed development design to provide sufficient roadway, utility and drainage services while
preserving and enhancing the site's natural features. The granting of relief from the requested
Regulations will not impair the functioning, long term maintenance, or appearance of the land, and
will not result in any adverse impacts to the areas adjacent to it. The granting of relief from these
sections is in the public interest and is consistent with the Subdivision Control Law.
I look forward to discussing this with you at our next meeting scheduled for January 18, 2011.
Thank you very much for your time. If you have any questions, or need any additional
information, please contact me.
Very truly yours,
JpPresident CH "GINEERS, INC.
r
Jo
V
cc: Judy Tymon, Town Planner (1 copy of letter via emailed)
FALand Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\PB Waiver Request Letter.docx
JONES& BEACH ENGINEERS, INC
r
I'GWN OFOR`. 'H ANDOVER
Fire Department
Fire Prevention office
Central.Fire.ficadyuarters
124:111,1AIN STREET'
NORTH ANDOVER, MASSACHUSETTS 01845
Telephone.(9%8) 688-9593
FAX(978") 688-9594
ndr•ewHeIn ik as
Fire, C{ttE f CXf?2(hziktlS'0.'.
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T'ire Prevention Ofticel f 311cC:'tctih�.wutcr��nea#�ar�at.'hr.rr7Elfrvcr.celrsa
The Fire Department has reviewed the plan for the GMZ Trust Realty Subdivision. We are fine
with the shared driveway concept under the following conditions:
1. There will be granite markers at the beginning of the driveways so that they are clearly
marked if emergency apparatus is needed.
2. Though not required, the Fire Department continues its request for residential sprinklers
in cases involving common driveways.
Please call should you have any questions
Chief Andy Melnikas
Abutter to Abutter,( ) :Building Dept. ( ) Conservation( X ) Zoning ( )
Town:&North Andover
Abutters Listing
REQUIREMENT: MGL 40A,Section I I states in part"Parties in Interest as used in:this chapter shall mean the petitioner;
abutters,owners of land direcityappositeon any public orprivate:wsq,and abutters.to.abutters within
three hundred(300):fedt or the.property line;of thepelilioner asiheyappear on:the most recent applicable
tax list.notwithstanding that theland of any-such owneris located in another dtyor town,the planning
hoard or the city or town,and.the planning board of.every:abutting city or town":
Subiect Property:
MAP PARCEL -Name Address
34 31' Christopher Adams 35 W6W.erStreet*302,East Boston,MA D2128
67
16A 34 GMZ Realty Tmst 1679 Osgood.Street,JVorth.Andover,:MA 01845
Abutters'Properties
Map Parcel NameAddress
34 i 8 2 Tyler Munroe 100 Foster'street,North Andover,MA 07845
34 3 Grocery place,Investors 1 Chestnut Street Arlington;.:MA<t)02474-1225
34 4 Christopher Adams 35:Webster Street:#302,:EastBoston.MA02128
34 5 JDP Development Coanc 12 Rogers:Road,Haverhill,MA 01835
34 6 Albbacado Beechwood P:O.Box.334 North:Andover,':MA 01845
34 28 Hang.'n'Tree Realty 2114 White Lane;Haslet,TX:076052
34 41'&42 Microwave Engineering Corp '1551.Osgood.Street,North Andover;MA 01845
34 44 Mark.Valentino 1615 Osgood Street,North Andover,MA 0,1845
34 17A 54 Osgood Landing,.LLC 1600 Osgood Street,Nodh Andover,MA.01845
61 7 Glen Randall 29 White Birch Lane,North Andover,MIA 01845
61 17'&38 Roy. McKinney P.O.Box.-8373k Ward Hiit,.MA 01.835
61 22 Hazel Orchard 11 Bradford Street,:North Andover,MA01845
61 23 VictorAndreoli 15:13radford:Street,,North Andover,MA.01845
61 24 Gerald Hall 55 Bradford Street;North:Andover,.MA:01.845
61 25 Richard.Slade 21 Bradford Street,North Andover,MA 01845
61 33 Emma Uliano 31.BradfordStreet;.North Andover,MA:01.845
61 32 Russell Moschetto '63Bradford Street;North Andover;:MA:01845
61 33 Richard Walker 23 Bradford Street;North Andover,MA.01845
61 35 Gary Lodge 27:Bradford Street,,North Andover;MA:01845
61 36 Elizabeth Poirier 29 Bradford Street,North Andover,MA.01845
61 58 Robett Gioseffi 19.Bradford Street,North Andover,MA.01845
61 66 Carey Storage hLLC 208 East Ridgeville Blvd.#202,MT:Airy,MD 021771
61 67&74 PEA Films;Inc 799 Crandon Blvd,Key Biscayne,FL 033149
61 89 Douglas Swatski :45 White Birch Lane,North:Andover,MA 01:845_
61 90 Francis Banacos 53 WhkeBirch Lane,North Andover,MA.01845
61 91 Jill Sloper 61 White Birch Lane,North.Andover MA01845
61 92 Joan Betty 67 White Birch Lane,.North Andover,MA 01845
61 :93 Joseph Andriolo 37White Birch Lane,North Andover,MA 01845
City of Haverhill HaverhilLCityHall 4 Summer.Street,Haverhill,'MA:01830
This certifies that the names.appearing on the
records Of the Assessors Office as of
Certified�by ��&-Date e1�:?��i
FORM I1 - SOIL EVALUATOR FORM
No. 283210 Date: 5/6/2011
Commonwealth of Massachusetts
North Andover, Massachusetts
Soil Suitability Assessment Form
Performed By: Diane Panterrnoller,_Soil EvaluatorDate: 5/4/11
Witnessed By: _RandYBurl , Millriver Consultants, Inc. -North Andover_BOH Consultant
Location Address or Lot# Owner's Name,Address,and Telephone#
1579 Osgood Street GMZ Realty Trust
North Andover, MA
New Construction Repair
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published.._._2008.,........___. Publication Scale 1:15,840Soil_Map Unit 651
Drainage Class.___..__._.____. Soil Limitations
Surficial Geologic Report Available: No ® Yes ❑
Year Published _ _.__._..__-.... Publication Scale
Geologic Material(Map
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑ Yes
Within 500 year flood boundary No ❑ Yes ❑
Within 100 year flood boundary No ® Yes ❑
Wetland Area:
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map(map unit) ......_....
Current Water Resource Conditions (USGS): Month ...January--._................-,.._
Range: Above Normal ❑ Normal ❑ Below Normal ❑
Other References Reviewed:
DEP APPROVED FORM-12/07/95
i
FORM 11 -SOIL EVALUATOR FORM
Location Address or Lot No. 1579 Osgood Street
On-site Review
Deep Hole Number: 511-1Date: _5/4/11.,__._____ Time:__--_________ Weather: 50s Cloudy
Location(identify on site plan)
Land Use Vacant Parcel Slope...(%)_ _ Surface Stones_
Vegetation Trees
Landform
------------- --._._........ -
Position on landscape(sketch on back) ............. .
Distances from:
Open Water Body_>100 — feet Drainage way____>50..___._ feet
Possible Wet Area ._>100 _ feet Property Line__>10 feet
Drinking Water Well? feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface(Inches) (USDA) (Munsell) (Structure,Stones,Boulders;
Consistency,%Gravel)
0-10" A Loamy Sand l0yr 3/2
10-24" B Loamy Sand l0yr 5/6
24-144" C Fine Sand to 2.5y 6/4 @ 36"Faint
Medium Sand
MIMMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic): Outwash_ Depth to Bedrock:. >I44"
---------..----._-----------------
_._.__-._..____...._._..__-...
Depth to Groundwater: 36" Standing Water in Hole: 60 ...... _ _— Weeping from pit face: _40"
Estimated.Seasonal High Groundwater: 36...._..............
-...----._._..._..._....._..---------._ _..._._...__..-----.----.-----.---------_-.— ------—-_
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Location Address or Lot No. 1579 Osgood Street
On-Site Review
Deep Hole Number:-_511-2 _—— Date: _5/4/I I Time:
------------__.__-- Weather_-50s Cloudy
Location(identify on site plan)
_..__..-...--- _.........__.._.._....-....-...
--- —-- -- -
Land Use ._Vacant Parcel__,__._. __._.__._.._._...__. Slope.(0 _— Surface Stones
---Parcel ----es
....
Vegetation_Trees
..................................--- .---— _......._..__...__.._...
Landform
--------------_..._.,.----- .._.. --- ------..._.
Position on landscape(sketch on back)_.._...._...._.__...-----..__.....------- ------------- ----------... ------- --------- -- ...
Distances from:
Open Water Body_>100 feet
Drainage way__._.>50..__-__.... feet
Possible Wet Area >I00 ------___ feet Property Line-.->10 -___- feet
Drinking Water Well >100._ feet Other
---- --------------
DEEP OBSERVATION HOLE LOGS
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface(Inches) (USDA) (Munsell) (Structure,Stones,Boulders,
Consistency,%Gravel)
0-I2" A Loamy Sand 10yr 3/2
12-26" B Loamy Sand 10yr 5/6
26-120" C Fine Sand to 2.5y 6/4 @ 36"Faint
Medium Sand
MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic): _Outwash Depth to Bedrock: >120"
- --_._...---...__.....-..._.._..._ ---------------------
Depth to Groundwater: 3.6.".._-__.. Standing Water in Hole: 70" Weeping from pit face: _36"
Estimated Seasonal High Groundwater: 36"_
DEP APPROVED FORM-12/07/95
FORM 11 - SOIL EVALUATOR FORM
Location Address or Lot No. 1579 Osgood Street
On-site Review
Deep Hole Number:__-5.11_3_._,.__ Date:_5/4/11 —_ 'Pune:
_-----__,__-- Weather: 50s_Cloudy -
Location(identify on site plan)
---.._._.._._.._..__...----.._...._-.-....-------_...--- ------- --
Land Use Vacant Parcel Slope_(%)-_.__._-_ _ Surface Stones
_—.------------._...................___.___.._.__.._._..__ .........
Vegetation..._Trees __.._._.._.__.._.._------_ ------- -----__.............._-..._............-..------ ------.._..._.... ----- —---—_ ._...........--..
Landform
--._......_..._.....-.._...._....._.-._..._........_...
----.._....................__..._...-.
Position on landscape(sketch on back) _.........
Distances from:
Open Water Body >100 _ feet Drainage way__>50_,. feet
Possible Wet Area ..>100 _— feet Property Line_>10_ _ feet
Drinking Water Well >100 feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface(Inches) (USDA) (Munsell) (Structure,Stones,Boulders;
Consistency,%Gravel)
0-14" A Loamy Sand 10yr 3/2
14-30" B Loamy Sand 10yr 5/6
30-120" C Fine Sand to 2.5y 6/4 @ 48"Faint
Medium Sand
MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic): Outwash _ _ Depth to Bedrock: >120"
Depth to Groundwater: 4$" Standing Water in Hole: 91 Weeping from pit face: 72"
...----- -...-- ----
Estimated Seasonal High Groundwater: 48"
DEP APPROVED FORM-12/07/95
i.
FORM 11 — SOIL EVALUATOR FORM
Location Address or Lot No. 1579 Osgood Street
Oh-Site Review
Deep Hole Number:._511-4 _ Date: 5/4/11 Time: Weather:_ 50s Cloudy
Location(identify on site plan)
Land Use _Vacant Parcel Surface Stones
Vegetation_Trees____
Landform
v .- ------._... --
Position on landscape(sketch on back)
---.-._._._.....__...._..._
Distances from:
Open Water Body_>I 00 _ feet Drainage way >50feet
Possible Wet Area _>100 _ feet Property Line >10._ feet
---—
Drinking Water Well >100_ feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling
Other
Surface(Inches) (USDA)
(Munsell) (Structure,Stones,Boulders,
Consistency,%Gravel)
0-11" A Loamy Sand 10yr 3/2
11-28" B Loamy Sand IOyr 5/6
28-128" C Fine Sand to 2.5y 6/4 @ 48"Faint
Medium Sand
I
MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic): Outwash -_._.-_._.-______. Depth to Bedrock: >128"
Depth to Groundwater: 48_'_..._..__.._ Standing Water in Hole: 90" Weeping from pit face: _84"
Estimated Seasonal High Groundwater: 48'
DEP APPROVED FORM-12/07/95
FORINT 11 - SOIL EVALUATOR FORM
Location Address or Lot No. 1579 Osgood Street
On-sate Review
Deep Hole Number:_511.-5 Date: 5/4/11 Time: Weather: 50s Cloudy__ _
Location(identify on site plan) -
- -..._.............
Land Use _Vacant Parcel
-- Surface Stone _._..._.---- __....... -- -._._._
Vegetation Trees_
Landform
--------- .........
Position on landscape(sketch on -.-.---..____----_....___.._____._..--.--_._.___..._._...-----_.._._-----•----...-----_____--
Distances from:
Open Water Body feet Drainage way_>50..______feet
Possible Wet Area >100 .u_ feet Properly Line__-------------------
_ feet
Drinking Water Well >100 feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface(Inches) (USDA) (Munsell) (Structure,Stones,Boulders,
Consistency,%Gravel)
0-12' A Loamy Sand 10yr2/1
12-24" B Loamy Sand l0yr 4/4
24-132" C Loamy Sand 2.5y 5/4 @24"Faint
MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic): Outwash _-_._._ Depth to Bedrock: >132"
Depth to Groundwater: 24_'.°_._..._._ Standing Water in Hole: None _ . _ _ Weeping from pit face: _24"
Estimated Seasonal High Groundwater: 24"
DEP APPROVED FORM-12/07/95
FORM 12 -PERCOLATION TEST
Location Address or Lot No. 1579 Osgood Street
Commonwealth of Massachusetts
North Andover, Massachusetts
Percolation Test*
Date: 5/4/2011
Observation Hole# A B
Depth of Pere 40" 49"
Start Pre-soak 10:03 9:40
End Pre-soak 10:18 9:55
Time at 12" CNS CNS
Time at 911
Time at 6"
Time(9"-6") CNS CNS
Rate _7 -
Min. `�P
Inch <2mpi <2mpi
Minimum of I percolation test must be performed in both the primary area AND
reserve area.
Site Passed Z Site Failed Fj
Performed By:Diane Pan.termotter,..-SQR..Ey4iq4tQr
Witnessed By:
Comments:
........................
DEP APPROVED FORM-12107/95
i
FORM 11 - SOIL EVALUATOR FORM
Location Address or Lot No. 1579 Osgood Street
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole... _.__,__, _ inches
❑ Depth weeping from side of observation hole"'
oleinches
® Depth to soil mottles_.Varies_inches
❑ Groundwater adjustment : feet
Index Well Number--------..-_---Reading Date Index well level
Adjustment factor ........ _ Adjusted groundwater level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system?
If not,not,what is the depth of naturally occurring pervious material?,____________
Certification
I certify that on September 1998 (date)I have passed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017.
Signature Date 5/6/2011
lane M. Pantermoller(SE# 1835)
DEP APPROVED FORM-12/07/95
Soil Map—Essex County,Massachusetts,Northern Part
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USDA Natural Resources Web Soil Survey 5/6/2011
Conservation Service National Cooperative Soil Survey Page 1 of 3
Soil Map—Essex County,Massachusetts,Northern Part
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Z, Very Stony Spot Map Scale:1:522 if printed on A size(8.5"X 11")sheet.
0 Area of Interest(AOI) Wet Spot P The soil surveys that comprise your AOI were mapped at 1:15,840.
Solis
Soil Map Units i Other Please rely on the bar scale on each map sheet for accurate map
Special Line Features measurements.
Special Point Features Gully Source of Map: Natural Resources Conservation Service
Blowout Short Steep Slope Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
® Borrow Pit Coordinate System: UTM Zone 19N NAD83
Clay Spot Other This product is generated from the USDA-NRCS certified data as of
Political Features the version date(s)listed below.
• Closed Depression Py Cities
Soil Survey Area: Essex County,Massachusetts,Northern Part
V Gravel Pit Water Features Survey Area Data: Version 8,Aug 11,2008
Gravelly Spot f Oceans Date(s)aerial images were photographed: 7/10/2003
Landfill Streams and Canals The orthophoto or other base map on which the soil lines were
A Lava Flow Transportation compiled and digitized probably differs from the background
+++ Rails imagery displayed on these maps.As a result,some minor shifting
,h Marsh or swamp of map unit boundaries may be evident.
Mine or Quarry Interstate Highways
0o.5 Miscellaneous Water US Routes
Q Perennial Water Major Roads
.'/ Rock Outcrop ry Local Roads
+ Saline Spot
Sandy Spot
Severely Eroded Spot
A Sinkhole
yy Slide or Slip
0 Sodic Spot
Spoil Area
Stony Spot
USDA Natural Resources Web Soil Survey 5/6!2011
Conservation Service National Cooperative Soil Survey Page 2 of 3
i
Soil Map—Essex County,Massachusetts,Northern Part
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Essex Courtly,Massachusetts,#iorti7ern Fart MA606
AAap'Unft Sy+nhol Map.Unit Alame Acres in A01 Percent of AOI;
255C i Windsor loamy sand,8 to 15 percent slopes 0.5 49.6%°
651 Udorthents,smoothed j 0,5' 50.4%
i Totals for Area of Interest _ 1.0 _ 100.0%11
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National Cooperative Soil Survey Page 3 of 3
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G.M.Z. REALTY TRUST
1679 OSGOOD STREET
NORTH ANDOVER,MA 01845
NELLIE SARACUSA
1679 OSGOOD STREET
NORTH ANDOVER,MA 01845
ROY MCKINNEY
PO BOX 8373
WARD HILL,MA 01835
HAZEL ORCHARD
11 BRADFORD STREET
NORTH ANDOVER,MA 01845
VICTOR ANDREOLI
15 BRADFORD STREET
NORTH ANDOVER,MA 01845
RICHARD SLADE
21 BRADFORD STREET
NORTH ANDOVER,MA 01845
RICHARD WALKER
23 BRADFORD STREET
NORTH ANDOVER,MA 01845
GARY LODGE
27 BRADFORD STREET
NORTH ANDOVER,MA 01845
ELIZABETH POIRER
29 BRADFORD STREET
NORTH ANDOVER,MA 01845
CAREY STORAGE I LLC
208 EAST RIDGEVILLE BLVD#202
MT AIRY,MD 02177
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GERALD HALL
55 BRADFORD STREET
NORTH ANDOVER,MA 01845
EMMA ULIANO
31 BRADFORD STREET
NORTH ANDOVER,MA 01845
RUSSELL MOSCHETTO
63 BRADFORD STREET
NORTH ANDOVER,MA 01845
DOUGLAS SWATSKI
45 WHITE BIRCH LANE
NORTH ANDOVER,MA 01845
FRANCIS BANACOS
53 WHITE BIRC H LANE
NORTH ANDOVER,MA 01845
JILL SLOPER
61 WHITE BIRO H LANE
NORTH ANDOVER,MA 01845
JOAN BETTY
67 WHITE BIRC H LANE
NORTH ANDOVER,MA 01845
JOSEPH ANDRIOLO
37 WHITE BIRCH LANE
NORTH ANDOVER,MA 01845
TYLER MUNROE
100 FOSTER STREET
NORTH ANDOVER,MA 01845
CHRISTOPHER ADAMS
35 WEBSTER STREET#302
EAST BOSTON,MA 02128
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JDP DEVELOPMENT
12 ROGERS ROAD
HAVERHILL,MA 01835
HANG'N TREE REALTY
2110 WHITE BIRCH LANE
HASLET,TX 76052
MICROWAVE ENGINEERING
1551 OSGOOD STREET
NORTH ANDOVER,MA 01845
ROBERT GIOSEFFI
19 BRADFORD STREET
NORTH ANDOVER,MA 01845
GROCERY PLACE INVESTORS
1 CHESTNUT STREET
ARLINGTON, MA 02474-1225
MARK VALENTINO
1615 OSGOOD STREET
NORTH ANDOVER,MA 01845
OSGOOD LANDING,LLC
1600 OSGOOD STREET
NORTH ANDOVER,MA 01845
GLEN RANDALL
29 WHITE BIRCH LANE
NORTH ANDOVER, MA 01845
HAVERHILL CITY HALL
4 SUMMER STREET
HAVERHILL, MA 01830
PEA FILMS INC.
799 CRANDON BLVD, APT 602
KEY BISCAYNE,FL 33149
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JONES &BEACH ENGINEERS,INC.
ATTN: JOSEPH CORONATI
PO BOX 219
STRATHAM,NH 03885
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JONES & BEACH ENGINEERS, INC.
85 Portsmouth Avenue Post Office Box 484
Post Office Box 219 Alton, NH 03809
Stratham, NH 03885 :Email:jbe@jon6sandbeach.com
Telephone: (603) 772-4746 www.jonesandbeach.com
Fax: (603) 772-0227
May 20, 2011
Town of North Andover Planning Department
Attn: Judy Timon
1600 Osgood Street, Bldg. 20, Suite 2-36
North Andover, MA 01845
RE: Special Permit Application— Common Driveway
Route 125 & Bradford Street, North Andover, MA
Tax Map 61, Proposed Lots 16-7 & 16-8
JBE Project#06163
Dear Board Members:
Jones& Beach Engineers, Inc., on behalf of our client, GMZ Realty Trust,respectfully submits an
Application for Special Permit—Common Driveway for the above referenced parcels. The intent of this
application is to allow two residential lots within a subdivision to have a common driveway. We are also
requesting a special permit for Section 7.2.1. of the Zoning Bylaw which states Access to each lot, except
for corner lots,must be provided across the street frontage. If access to a lot is not across the street
frontage as of the date of the adoption of this Section 7.2.1,the lot will not be considered nonconforming
as to use or as to an existing structure on that lot. (1994/39)Exceptions to this requirement may be
granted by the issuance of a Special Permit from the Planning Board. A street frontage access Special
permit may be granted for a lot in any residential district provided that:
a)The specific site is an appropriate location for access to the lot given the current and projected traffic
on the roadway, and the site distance to adjacent driveways and roadways, and/or
b) Special environmental conditions exit such as wetlands and/or steep slopes such that access across the
street frontage would require wetland filling or extreme cutting and/or filling of slopes or would be
otherwise detrimental to the environment,
c) The access will not adversely affect the neighborhood;
d) There will be no nuisance or serious hazard to vehicles or pedestrians;
e) The access is in harmony with the general purpose and intent of this Bylaw."
Jtruly yoursS & BEA H NG EERS, INC.
h A. C onatiresident
CC: Town Clerk (plan set & application copy)
Department of Public Works (plan set &application copy)
Town Engineer (plan set & application copy)
Water& Sewer Department (plan set&application copy)
Water Treatment Department (plan set &application copy)
F:\Land Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\Special Permit Cover Letter Lots 16-7& 16-8(5-20-
l1).doc
Fire Chief(plan set & application copy)
Conservation Administrator(plan set&application copy)
Inspector of Buildings (plan set& application copy)
Health Administrator(plan set & application copy)
School Department (plan set& application copy)
Police Department (plan set& application copy)
Tim McIntosh, VHB (plan set& application copy)
GMZ Realty Trust(plan set& application copy)
Mark Johnson(plan set & application copy)
Ken Sakurai (plan set & application copy)
F:\Land Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\Special Permit Cover Letter Lots 16-7&16-8(5-20-11).doc
JONES&BEACH ENGINEERS, INC
40RTN
�SE1GfFtFS�
PLANNING DEPARTMENT
Community Development Division
Special Permit— Common Driveway Special Permit Application
Please type or print clearly.
1. Petitioner: GMZ REALTY TRUST
Petitioner's Address: 1679 OSGOOD STREET, NORTE ANDOVER, MA 01845
Telephone number: (508) 423-4937
2. Owners of the Land: GMZ REALTY TRUST
Address: 1679 OSGOOD STREET, NORTH ANDOVER, MA 01845
Number of years of ownership: 22 Years
3.Year lot was created: LOTS NET YET CREATED, PENDING SUBDIVISION APPROVAL
4. Description of Proposed Project: TWO PROPOSED RESIDENTIAL LOTS (16-7 & 16-8) TO SHARE DRIVEWAY
5. Description of Premises: CURRENTLY UNDEVELOPED
8.Address of Property Being Affected: 1679 OSGOOD STREET
Zoning District: RESIDENTIAL 2
Assessors Map: 61 Lot#: 16
Registry of Deeds:Book#: 2857 Page#: 347
7. Existing Lot:
Lot Area(Sq.Ft): 628,554' Building Height: N/A
Street Frontage: 227.82 Side Setbacks: N/A
Front Setback: N/A Rear Setback: N/A
Floor Area Ratio: N/A Lot Coverage: N/A
8. Proposed Lot(if applicable):
Lot Area(Sq.Ft): 60,937/45,479Building Height:
Street Frontage: 150.86/208.25 Side Setbacks: 30'
Front Setback: 30' Rear Setback: 3 0'
Floor Area Ratio: Lot Coverage:
9.Required Lot(as required by Zoning Bylaw):
Lot Area(Sq. Ft): 43,560 SF Building Height: 35' max.
Street Frontage: 1501 Side Setbacks: 30'
Front Setback: 3 0' Rear Setback: 30'
Floor Area Ratio: 32,670 SF Lot Coverage:
Page 1 of 2
1600 Osgood Street,North Andover,Bidg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Fax 978.688.9542 Web www.townofnorthandover.com
10.Existing Building(if applicable):
Ground Floor(Sq.Ft.): N/A #of Floors: N/A
Total Sq. Ft.: N/A Height: N/A
Use: N/A Type of Construction: N/A
11.Proposed Building:
Ground Floor(Sq.Ft.): N/A #of Floors: N/A
Total Sq. Ft. N/A Height: N/A
Use: N/A Type of Construction: N/A
12. Has there been a previous application for a Special Permit from the Planning Board on these
premises? N0 If so,when and for what type of construction?
13.Section of Zoning Bylaw that Special Permit Is Being
Requested DEFINITIONS 2.30.1 and Section 7.2.1 - Access across street frontage
14. 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 fling and
legal notification. Fail re to comply with application requirements, as cited herein and in the
Planning Board Rule and Regula io may result in a dismissal by the Planning Board of this
application as incom te.
Petitioner's Signature:
Print or type name here: GMt REA TY TRU , N LIE SARACUSA, TRUSTEE
Owner's Signature:
Print Or type name here: GMZ REA Y TRUST, NELLIE SARACUSA, TRUSTEE
15. Please list title of plans and documents you will be attaching to this application.
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1600 Osgood Street,North Andover,Bldg.20,Suite 2-36 Planning Dept.,Massachusetts 01845
Phone 978.688.9535 Pax 978.658.9542 Web www.townofnortliandover.com