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Tel:877.438.2851 Fax:877.220.4593
July14, 2016 � � � � � � �
Mr. Brian Cummings ��L � � ��i�
Planner
Town Hall Annex Building SgUt�af��fown
53095 Route 25 Planning Board
Southold,New York 11971
RE: Verizon Wireless—Orient Point 2
Town of Southold - SCTM#1000-15-9-8.1
Dear Mr. Cummings,
At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants,
Inc. ("CityScape") in its capacity as telecommunications consultant for the Town, has considered
the merits of the above referenced application submitted by New York SMSA Limited
Partnership d/b/a Verizon Wireless ("Applicant") to insta,ll (collocate) its equipment on an
existing concealed slick-stick tower. The existing structure is sixty-nine (69) feet tall. By means
of this application, the Applicant is proposing to increase the height by twenty (20) feet for a new
overall height of eighty-nine (89) feet and install its equipment on this new extension. The tower
is located at the Orient by the Seas Marina & Restaurant, 40200 Main Road, Orient, New York,
see Figure 1. The purpose of the proposed modification is to improve the Applicant's service in
the eastern area of Orient area since the nearest site is three miles to west at the Orient fre
district station.
Su�port Structure &Equipment
It is proposed to install three (3) panel antennas, two (2) diplexers and four (4) feed lines
at the 84'6" level on the tower, all to be concealed within the outer walls of the structure, see
Appendix, Exhibit A. There will also be additional equipment mounted within the existing
fenced compound. The referenced facility and tower has been designed and will be operated by
the tower owner and professionals with expertise in telecommunications site design and
construction. The facility has been designed to maximize the use of telecommunications facility
and will have the capability to provide space for future collocation opportunities.
Ground Compound
The Applicant is proposing to extend the existing ground compound by adding a 13'10"
X 32' area. The existing 13' tall fence will be extended to enclose this new area. Within this
extended compound, a diesel generator will also be installed, see Appendix, Exhibit B.
Landscaping trees will also be installed about this fenced area to match the existing landscape. It
is also noted the proposal does not meet the side yard setback requirement of 25', listed in the
Ordinance, bulk schedule for business, office and industrial districts.
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Structural Anal.�
The Applicant submitted a structural analysis dated, February 26, 2015 and based on
ANSUEIA/TIA-222-G, Class II, Category D. Although the analysis does not include the
proposed Verizon equipment, it does include the 20-foot height increase. Since this is a
concealed facility, the antenna elements are hidden from view and entirely shielded from the
wind. Thus, any additional equipment added within the outer shell not included in the analysis
will not increase wind loading; it will only add weight. The structural analysis indicates that the
89-foot structure will be loaded to 71.5% while the foundation will be 31.5%, see Appendix,
Exhibit B. CityScape does not believe that the proposed additions will significantly increase the
loading, as explained above. Therefore, this analysis appears sufficient. Any future
modifications to this structure should, however, include a revised analysis.
Wireless applications, other than new support structures are governed under the Middle
Class Tax Relief and Job Creation Act of 2012 (Tax Relief Act) and shall be afforded
streamlined processing with a qualified application. A qualified application under the Tax Relief
Act cannot increase in size of the ground compound, or tower structural changes increasing the
height or girth by ten percent (10%) or twenty (20) feet, whichever is greater. While the
proposed 20-foot increase in height would meet the collocation requirements, the extension to
the ground compound does not. Therefore, this application needs to be considered in a public
hearing.
Granting the setback variance is at the Town's discretion. Should the Town grant this
setback variance, as all other technical requirements appear in order, CityScape recommends
a�proval of the application with the following conditions:
1. All of Applicant's feed lines/cables shall be installed inside the monopole structure; and,
2. All ports shall remain sufficiently sealed to prevent access by birds and other wildlife;
and,
3. The Applicant shall confirm the generator will comply with the Southold Ordinance noise
guidelines; and,
4. The facility shall remain secured and protected from unauthorized personnel.
I certify that to the best of my knowledge all of the information included herein is accurate at the
time of this report. CityScape is only employed by local governments and has unbiased opinions.
All recommendations are based on technical merits without prejudice, according to prevailing
laws and codes.
Respectfully submitted,
C� �1� �
�
Jonathan N. Edwards, P.E.
CityScape Consultants, Inc.
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Professional Corporallon
AT&T Towers Kevin Clements
2300 Northlake Center Dr.,Suite 405 520 South Main Street,Suite 2531
Tucker,GA 30084-4032 Akron,OH 44311
(330)572-3546
kclements�qpdgroup.com
GPD#2015723.01.48780.02
February 26,2015
RIGOROUS STRUCTURAL ANALYSIS REPORT WITH MODIFICAITON DESIGN
AT&T DESIGNATION: Site USID: 48780
Site FA: 10107374
Verizon Site Name: ORIENT POINT
Site Name: EAST ORIENT POINT
AT&T Project: Verizon Extension Tower Only Co-location 10.29.2014
ANALYSIS CRITERIA: Codes: TIA-222-G
120-mph(3-second gust)with 0"ice
50-mph(3-second gust)with 0.75"ice
SITE DATA: 40200 Main Road,Orient,NY 11957,Suffolk County
Latitude 41°9'9.9"N,Longitude 72° 14'38"W
Market:NYCINNJ
69'Valmont Stealth Monopole w/proposed 20'extension
Mr.Reggie Barraa,
GPD is pleased to submit this Rigorous Structural Analysis Report with Modification Design to determine the structural
integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the
existing and proposed loading configuration detailed in the analysis report.
Analysis Results
Tower Stress Level with Proposed Equipment: 71.5°�6 Pass
Foundation Ratio with Proposed Equipment: 31.5�o Pass �
Note: In order for this analysis results to be valid for the proposed, existing, and reserved loading in Appendix A the
modifications referenced in the design drawings by GPD (Project#: 2015723.01.48780.02,dated 2/26/2015)must be
installed.
We at GPD appreciate the opportunity of providing our continuing professional services to you and AT&T Towers. If
you have any questions or need further assistance on iatii•:+3r any other projects please do not hesitate to call.
Respectfully submitted, �c,�G�F ���� �' , ,,
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CPD Biglnee�ing and Archllecture Proksslonal Corporatlon
Exhibit C — Structural Analysis Summary