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MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN (1989)
VOLUME II DATA AND ANALYSIS.
MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN
1989-2000
VOLUME II DATA AND ANALYSIS
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Port of Miami River
1. General description of transportation
activities
The Port of Miami River consists of
about fourteen independent shipping
terminals located along the Miami River,
which have been formally designated as the
Port of Miami River to meet U.S. Coast Guard
regulations governing the pumpout of bilge
water. Hence, the Port of Miami River is
not an operating entity or an ownership, but
rather is an association of shippers. (See
Dade County Port and Aviation Element, page
75).
2. Location of terminal and/or transport
activities
The approximately 14 shipping terminals
that together comprise the Port of Miami
River are located along the navigable
portion of the Miami River; that is, from
its mouth to the permanent salinity dam
located east of LeJeune Road (N.W. 42
Avenue). (See Dade County Port and Aviation
Element, page 75),
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MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN
1989-2000
VOLUME II DATA AND ANALYSIS
Submitted Into the public
record in connectionWith
item -17 c.x-34 on
Priscilla A. Thompson
City Clerk
VIII. Ports, Aviation and Related
Facilities
Background
Port of Miami
1. General description and ownership
(operator)
The Port of Miami was created under
authority of the Charter of Dade County. It
is owned by Metropolitan Dade County and
operated by the Metropolitan -Dade County
Seaport Department, created in 1960 by
Executive Order of the County Manager, under
the management of a Port Director. The Port
Director reports to the County Manager, who
is appointed by the 9-member Board of County
Commissioners.
The Port of Miami is a "non -operating
port" -- that is, it manages and provides
the facilities for private entities to
operate all shipping activities, and does
not itself provide the manpower required to
handle those activities.
The Port of Miami's history dates back
to the 1840`s, and at various times during
it has been operated by Henry Flagler, the
City of Miami, the United States Navy and,
most recently, Metropolitan Dade County. In
1960-61, a joint agreement between the City
of Miami and Metropolitan Dade County
transferred operation of the then -existing
seaport on Biscayne Boulevard (along with a
small overflow operation on nearby Watson
Island) to Metro -Dade County, and provided
that construction of the new Port on Dodge
Island would be the responsibility of the
County rather than the City. Another
provision of the joint agreement was that,
once the Port at Dodge Island could handle
all the existing cargo and passenger
traffic, the Biscayne Boulevard Port
properties would revert to the City of
Miami. This latter step was accomplished in
the early 1970's and the former Port is now
the City's Bicentennial Park.
2. Location and general surface transport
access points
The Port of Miami is connected to the
mainland by a two-lane road, Port Boulevard,
with a low-level bascule bridge that opens
for water traffic. Port Boulevard splits as
it approaches Biscayne Boulevard, where it
connects with the downtown street system.
Access to the two expressways serving the
area -- I-95 and I-395, is by one-way pairs
of surface streets.
Additional Port of Miami access is by a
track of the Florida East Coast Railway,
also used by the Seaboard Coast Line
Railroad. This track, which is used
exclusively for Port cargo, approaches the
Port on a right-of-way lying between N.E.
6th and 7th Streets, then crosses Biscayne
Boulevard and runs along the south side of a
City -owned tract of land known as the "FEC
property". It then traverses the
Intracoastal Waterway on a low-level bascule
bridge which remains open to water traffic
at all times except when train movement over
it is required. The railroad track is used
only at night.
Port of Miami River
1. General description of transportation
activities
The Port of Miami River consists of
about fourteen independent shipping
terminals located along the Miami River,
which have been formally designated as the
Port of Miami River to meet U.S. Coast Guard
regulations governing the pumpout of bilge
water. Hence, the Port of Miami River is
not an operating entity or an ownership, but
rather is an association of shippers. (See
Dade County Port and Aviation Element, page
75).
2. Location of terminal and/or transport
activities
The approximately 14 shipping terminals
that together comprise the Port of Miami
River are located along the navigable
portion of the Miami River; that is, from
its mouth to the permanent salinity dam
1
r
I
located east of LeJeune Road (N.W. 42 i
Avenue). (See Dade County Port and Aviation }
Element, page 75).
Miami International Airport
1. General description and ownership
(operator)
Miami International Airport (MIA) is
owned and operated by Metropolitan Dade
County through its Aviation Department. It
is classified as an Air Carrier Airport, and
is located adjacent to the Miami City Limits
about nine miles west of the central
business district. MIA was originally
developed in 1928 by Pan American Airlines,
and was expanded for military use during
World War II. Dade County took over
operation of the airport at the war's end in
1945.
The Dade County Aviation Department
also owns and operates the other five civil
aviation facilities in Dade County. None of
these has a direct or significant impact on
the City of Miami. (See Dade County Port &
Aviation Element, page 29).
2. Location and general surface transport
access points
Miami International Airport is bounded
on the west by S.R. 826, Palmetto
Expressway; on the south by S.R. 836,
Dolphin Expressway; on the east by N.W. 42
Avenue, LeJeune Road; and on the north by
N.W. 36 Street. The main passenger entrance
is from LeJeune Road, with cargo and other
service access around the airport perimeter.
(See Dade County Port and Aviation Element,
pages 29-30).
Submitted Into the public
record in connection wiith
item "L • `3 on 3 3 0
Priscilla A. Thompson
City Clerk
YIII—I
MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN (2004)
GOALS OBJECTIVES POLICIES
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Submitted into the public
record in connect r3 i0 (
itern3
Priscilla A. Thompson
Clerk
The "Port of Miami River is simply a legal name used to
identify some 14 independent, privately -owned small
shipping companies located along the Miami River, and is
not a "Port Facility" within the usual meaning of the term.
The identification of these shipping concerns as the
"Port of Miami River" was made in 1986 for the sole
purpose of satisfying a U.S. Coast Guard regulation
governing bilge pump outs.
1
Volume 1 of the
MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN
GOALS
oBiECTIVES
PoLIcIEs
Submitted Into the public
record in connect! with
item Pz- .30 on 3 b c.
Priscilla A. Thompson
City Clerk
City of Miami • Manning Department • 444 SW 2 Avenue • Miami, Ft 33130
AprII 2004
The Miami Comprehensive Neighborhood Plan was adopted as Ordinance 10544 on February 9, 1989 and has been amended by the Ciry
Commission through November 25, 2003.
Submitted Into the public
record in connect n tth
itemTz. 0.-34 on g
Priscilla A. Thompson
lel'k
MIAMI INTERNATIONAL AIRPORT
Goal PA-2: Ensure that the development and
expansion of Miami -Dade County's Miami
International Airport is compatible with and
furthers the physical development of the City of
Miami.
Objective PA-2.1: The City of Miami, through its land development
regulations, shall coordinate land use in areas of the city adjacent to
Miami International Airport with the transportation related activity
which occurs within that facility to ensure compatible and
complimentary land uses and activities.
Policy PA-2.1.1: The City of Miami shall, through its land development regulations, encourage
facility improvement which will further both the land development, coastal management and
conservation goals and objectives of the City of Miami and the development goals of Miami -
Dade County and Miami International Airport.
Policy PA-2.1.2: All surface transportation improvements providing access to Miami
International Airport and impacting upon transportation within the City of Miami must be
compatible with the needs, goals and objectives of the City and such improvements will be
financed with the appropriate share of County, state and federal funds.
Policy PA-2.1.3: The City shall, through its land development regulations, ensure that zoning
within the city protects existing aviation flight paths.
PORT OF MIAMI RIVER'
Goal PA-3: The Port of Miami River, a group of
privately owned and operated commercial shipping
companies located at specific sites along the
Miami River, shall be encouraged to continue
operation as a valued and economically viable
component of the city's maritime industrial base.
Objective PA-3.1: The City of Miami, through its Land development
regulations, shall help protect the Port of Miami River from
encroachment by non water -dependent or water -related land uses,
and shall regulate its expansion and redevelopment in coordination
1 The "Port of Miami River" is simply a legal name used to identify some 14 independent, privately -owned small shipping
companies located along the Miami River. and is not a "Port Facility" within the usual meaning of the term. The identification of
these shipping concerns as the "Port of Miami River" was made in 1986 for the sole purpose of satisfying a U.S. Coast Guard
regulation governing bilge pump outs.
Ports, Aviation and Related Facilities - Page 2
March 2004
Submitted Vito the public
record inconnection Ith
c
item 2=
Priscilla A. Tho
City Clerk
with the City's applicable coastal management and conservation
plans and policies.
Policy PA-3.1.1: The City shall use its land development regulations to encourage the
establishment and maintenance of water -dependent and water -related uses along the banks of the
Miami River, and to discourage encroachment by incompatible uses.
Policy PA-3.1.2: The City shall, through its land development regulations, encourage the
development and expansion of the Port of Miami River consistent with the coastal management
and conservation elements of the City's Comprehensive Plan.
Policy PA-3.1.3: The City shall, through its land development regulations, encourage
development of compatible land uses in the vicinity of the Port of Miami River so as to mitigate
potential adverse impacts arising from the Port of Miami River upon adjacent natural resources
and land uses.
Objective PA-3.2: The City of Miami shall coordinate the surface
transportation access to the Port of Miami River with the traffic and
mass transit system shown on the traffic circulation map series.
Policy PA-3.2.1: The City of Miami shall, through the Transportation Element of the
Comprehensive Plan, coordinate intermodal surface and water transportation access serving the
Port of Miami River.
Objective PA-3.3: The City of Miami shall coordinate its Port of
Miami River planning activities with those of ports facilities
providers and regulators including the U.S. Corps of Engineers, U.S.
Coast Guard, and Miami -Dade County's Port of Miami.
Policy PA-3.3.1: The City of Miami, through its Intergovernmental Coordination Policies, shall
support the functions of the Port of Miami River consistent with the future goals and objectives
of the Comprehensive Plan, particularly with respect to the unique characteristics of the Port of
Miami River's location and its economic position and functioning within the local maritime
industry, and the necessity for coordination of these characteristics and needs with the maritime
industry that complements, and often competes with, the Port of Miami River.
Ports, Aviation and Related Facilities - Page 3
Marrh 7f1n4
NIIAMI-DADE COUNTY PROPOSED PORT AND AVIATION ELEMENT (1988)
COMPREHENSIVE
DEVELOPMENT
MASTER PLAN
MElRODADE cowry, FLORIDA
Page 75
The Port of Miami River consists of about fourteen independent
shipping terminals that joined together in 1986 in order to
comply with U.S. Coast Guard regulations regarding pumpout
of bilge water. Submitted Into the public
record in connectipn ith
item PzPz on , 3 btCP
Priscilla A. Thompson
City Clerk
The 14 shipping terminals located on the Miami River provide
service to the small ports of the Caribbean (see Figure 3). I
Shipping Terminals
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i
SHIPPING TERMINALS ON THE MIAMI RIVER
TERMINAL LOCATION
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FIGURE 3 "L'
METRO-DADE COUNTY PLANNING DEPTH►
P R OP 0
S E D
PORT ANC AVIATION
ELEMENT
Submitted into the public
record in connection ith
2. item Z-
priscille A. Thompson
lerk
YEAR 2000 AND 2010
COMPREHENSIVE
DEVELOPMENT
MASTER PLAN
METRO-DADE COUNTY, FLORIDA
MET}1O OAD E
APRIL 1 9 8 8
Submitted Into the public
record in connecti n
ith
item 'Z. 2.on ? 0 IP
Priscilla A. Thompson
City Clerk
BACKGROUND AND ANALYSIS
The Port of Miami River consists of about fourteen independent shipping
terminals that joined together in 1986 in order to comply with U.S. Coast
Guard regulations regarding pumpout of bilge water. These facilities
have traditionally been viewed as being fiercely independent and non-
union. Their rate of growth, particularly in the segment of the River
west of NW 27th Avenue, and their increasing economic importance has made
them a focus of attention in recent years. The role of these terminals
has also been highlighted in the continuing struggle to have the polluted
sediments in the River dredged. Information on that issues, plus other
River related problems and opportunities is contained in the Coastal
Management Element.
Any ship entering the Miami River to berth at one of the terminals that
that are clustered along the river's banks in downtown Miami and west of
NW 27th Avenue must enter and exit the river through the river's mouth in
downtown Miami. A permanent salinity clam located east of LeJeune Road
(NW 42 Avenue) separates the navigable portion of the river, also known
as the Miami. Canal, from the upstream portion of the canal which extends
north to Lake Okeechobee. The navigable portion of the river is about
five miles long with a maximum width of 210 feet and a maximum depth of
17 feet (see Figure 2). The controlling width and depth of the naviga-
tion channel maintained by the U.S. Army Corps of Engineers is 85 feet
and 15 feet respectively.
Ships entering the Miami River are limited by the width of the NW 5th
Street bridge, which is effectively 55 feet wide. The smallest cargo
vessels that use the river range from 100 to 135 feet in length and come
into the river under their own power. The largest ships coming into the
river in 1986 were about 45 feet wide and 273 feet long. On an average
day, eight ships longer than 90 feet enter or depart the river, including
four or five ships which must be towed.
Shipping Terminals
The 14 shipping terminals located on the Miami River provide service to
the small ports of the Caribbean (see Figure 3). These terminals served
about 30 shipping agents and lines engaged in commercial trade with more
than 50 ports of call throughout the Caribbean and northern South America
(see Figure 4). Approximately 40 ships, plus an unknown number of small-
er vessels, call regularly at the Port of Miami River. The majority of
the business conducted at these terminals is the export of goods from the
Miami area to other ports of call. These terminals are utilized for
seafood, general cargo container, roll-on/roll-off cargo and sand and
aggregate activities. For many islands in the Caribbean the river is a
lifeline that provides essential goods and services.
The ten major shipping terminals on the river account for about 1,070
vessel departures per year. Average tonnage per ship ranges from 250 to
1,350 tons per voyage. In 1986, these cargo terminals accounted for the
shipment of 594,500 tons of cargo with an estimated value of almost $1.7
billion,
75
AIRPORT
M1M.11
1NIERNAiIQI61..
AIRPORT
SHIPPING TERMINALS ON THE MIAMI RIVER
TERMINAL
VICTORIA MARINE
MIAMI SHIP SERVICES
DAHAMAS INTERNATIONAL LINE
VAS MEZA MARINE
EAST RIVERTERMINAL
DERNUTH MARINE SHIPPING
MIAMI MARINE
HTOE SHIPPING CORPCRAf ION
ANTILLIAH MARINE SHIPPING
PIONEER SHIPPING
SOUTH AND CARID9£A 1 AGENCY
CMT LINE
CA .l BEAN OCEAN SHIPPING
DE STl EAMINAL DOCK
LOCATION
2
3
4
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6
7
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12
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U.S 41
EXPNESS1wW
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SA 112
Submitted Into the public
record in connecti• n ith
item TZ n vie
Priscilla A. Tho pson
ity Clerk
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FIGURE 3
METRO-DADE COUNTY PLANNING DEPT�
a
MILE
Registrations:
OSHA Hazardous
Materials Site Safety
Supervisor
OSHA Hazardous
Materials Emergency
Responder
DOT HM-181
Hazardous Materials
Handling
FDOT Water Quality
Impact Evaluation
FDOT Traffic Noise
Analysis
Member: National
Association of
Environmental
Professionals
Academic
Achievements:
MS, Environmental
Engineering, Florida
International University,
2000
BS, Wildlife and
Fisheries Biology,
University of California,
Davis, 1986
Submitted Into the public
record in connection with
ite':i'rz.;47-3° on ..7-3]b4.
Prisci,lR A. Thompson
City Clerk
COLIN P. HENDERSON
Vice President / Senior Environmental Scientist
Mr. Henderson's area of expertise is in wetland delineation, biological
monitoring, and environmental impact assessment. His work encompasses
project management, preparation of assessment and mitigation reports, and
permits compliance. He also has extensive experience coordinating with
regulatory agencies and is proficient at obtaining environmental permits for
mitigation and construction projects.
Some of the projects for which Mr. Henderson has conducted professional
environmental services include:
Miami River Maintenance Dredging Project: Miami, Florida
Mr. Henderson is providing environmental oversight of the dredging and
disposal operations of approximately 600,000cy of contaminated sediment
from the lower 5.5 miles of the Miami River adhering to stringent
environmental standards. Mr. Henderson is also coordinating environmental
permit/plan requirements with the USACE, FDEP and DERM.
Site Enhancements: Gerry Curtis Park - Miami -Dade Department of
Environmental Resources Management, Florida
Coastal construction and restoration/enhancement plans were developed for the
shoreline improvements and enhancements to Gerry Curtis Park along the
Miami River involving the planting of native plant species, the placement of
riprap, and the enhancement of the area for recreational use.
Key West Harbor Dredging, US Army Corps of Engineers - Monroe
County, Florida
Project manager responsible for the supervision of environmental coordination,
seagrass identification, dredge quantity survey certification and landside
engineering support for this $36.4 M dredging project which includes the
movement of approximately 819,000 cubic yards of material. The project will
have two disposal areas: an approved ocean disposal area 16 nautical miles
south of Key West and a 37-acre upland site on Fleming Key.
Design/Build Seawalls: Keystone Point Community - City of North Miami,
Florida
Responsible for the permitting of new seawalls at 22 locations within the
Keystone Point Community. Environmental permits were obtained through
DERM, USACE, and FDEP to preserve wetland habitat and water quality in
the surrounding areas during construction.
Turnberry Isle Marina, North Miami, Florida
Environmental scientist for the sampling of harbor sediments for marina
expansion and dredge monitoring. Required diving and augering core samples
in two foot intervals. Also, physical parameters of the water were measured
on -site such as dissolved oxygen, temperature, salinity, and visibility.
NE 71st Street Seagrass Survey, City of Miami — Miami, Florida
Supervised the seagrass survey to identify and delineate seagrasses in the area
as requested by the US Army Corps of Engineers. The purpose of the survey
was to determine whether or not storm water outfalls from roadway drainage
improvements within the NE 71st Street area for the City of Miami would
negatively impact the seagrass population located adjacent to the Intracoastal
Waterway, which is part of the Biscayne Bay Aquatic Preserve and
Outstanding Florida Waters.
` YLiF INTERNATIONAL l HJ ROSS
Submitted into the public
record in connection with
item f7• 30-3v on 3 a_ b_
Priscilla A. Tho psOn
City Clerk
COLIN P. HENDERSON
Vice President / Senior Environmental Scientist
Design and Permitting - Florida Keys Overseas Heritage Trail,
Department of Environmental Protection, Florida Keys, Florida
Managing the civil design and environmental permitting/coordination for the
Florida Keys Overseas Heritage Trail. This bicycle/pedestrian path runs the
length of the Florida Keys, adjacent to US 1, from Key Largo to Key West and
includes coordination with the FDEP, FDOT, USACE, US Navy and SFWMD.
The project is constrained by mangrove wetlands and the existing roadway;
therefore, due to the narrow available corridor, extensive coordination is
required to minimize wetland impacts while meeting FDOT requirements.
Design and Permitting - US-1 Improvements (between Florida City and
Key Largo), FDOT District 6, Monroe County, Florida
Managed regulatory processes associated with the proposed widening of 20.4
miles of US-1 located in wetlands just east of Everglades National Park.
Assisted in processing all necessary regulatory permits and designing a
regionally significant mitigation program to benefit water flow and the general
ecology of Florida Bay and the Everglades. Negotiated with numerous
regulatory agencies and participated in interagency coordination meetings
involving the USACE, SFWMD, DERM, FDEP, USFWS, USEPA, ENP,
FGFWFC, NMFS, and FKNMS.
Design, Permitting and Construction Oversight: Lakes -by -the -Bay -
Miami, Florida
Project manager for the design, permitting and construction oversight of a
wetland mitigation project in Lakes -by -the -Bay Park for wetland impacts on a
nearby development site. This degraded wetland habitat owned by the Miami -
Dade Parks and Recreation Department (MDPR) is within the Cutler Wetlands
proposed Environmentally Endangered Lands (EEL) acquisition site. In order
to effectively enhance the wetland value of this area, the site was restored to
natural grade and existing exotic vegetation was removed from the area. This
project involved incorporation and modification of the master plan for the
proposed park site and extensive coordination with MDPR, DERM, SFWMD
and USACE.
DDOT: Anacostia River Walk Trail, Washington D.C.
Project environmental scientist responsible for expediting environmental
documentation and coordination with the District of Columbia Department of
Transportation (DDOT), National Park Service (NPS) and other agencies for
the15-mile pedestrian/bike trail that parallels the Anacostia River. The project
consisted of providing planning, alternatives analysis in regards to biological,
socio-economic and contamination impacts, and public involvement services
towards the production of an Environmental Assessment (EA) document to
satisfy NEPA requirements.
FDOT District 6: PD&E Study for North & South Roosevelt Boulevard -
Monroe County, Florida
Project manager for the environmental review of improvements made to these
roadways, including endangered species/biological impact assessments, wetland
evaluation, water quality, contamination screening and permitting issues. The
majority of the 5-mile corridor is bordered by seawall directly on Outstanding
Florida Waters. Other sensitive issues include mangroves, beach erosion, and
neighboring salt ponds.
TYLININTERNAIONAL HJ ROSS
COLIN P. HENDERSON
Vice President / Senior Environmental Scientist
Wetland Delineation: State School PPP — City of Miami, Florida
Project manager for the biological assessment of a 60-acre tract of land within
the Bird Drive Basin to be developed for a high school. Activities included
evaluation of wetland impacts, coordinating with the regulatory agencies
(USACE, SFWMD, and Miami -Dade DERM), and permitting for unavoidable
wetland impacts. A preservation and management plan was developed for a red
bay tree island identified on the site.
Wetland Delineation: State School QQ-1 (Interama) — City of North
Miami Beach, Florida
Project manager for the biological assessment of a I6.2-acre parcel of land to
be developed for a K-8 school. Activities included evaluation of coastal
wetland impacts through a WRAP, identifying mitigation alternatives,
coordinating with the regulatory agencies (USACE, SFWMD, Miami -Dade
DERM, FDEP and EPA), and permitting for unavoidable wetland impacts.
This site is located in a Section 404 (c) veto area and required extensive
coordination with the EPA.
Wetland Delineation: Chapman Field Park — City of Miami, Florida
Senior environmental scientist responsible for the environmental oversight
during the assessment of the 566-acre proposed park site, which included
geological survey, wetland delineation, permitting, and upland tree
identification. To evaluate the potential for the use of this former landfill as a
park site, an assessment of the soils, surface water, groundwater, and wetland
areas was performed. In order to perform geotechnical investigations,
environmental permits/approvals were required and obtained through DERM,
USACE, SFWMD, and FDEP to minimize impacts to existing wetland habitat
and water quality in the surrounding areas during drilling activities.
Submitted Into the public
record in connection with
item Z.-34 on
Priscilla A. Thompson
City Clerk
TYLININTERNATIONAL ; HJ ROSS
Federal Aviat a Administration
Southern Regional Office
1701 Columbia Avenue-ASO-520
College Park, GA 30337
Issued Date: 6/9/2005
MELISSA TAPANES LLAHUES
BERCOW & RANDELL P A
200 S BISCAYNE BOULEVARD STE 850
MIAMI, FL 33131
The Federal Aviation
provisions of 49 U.S
Federal Regulations,
Structure Type:
Location:
Latitude:
Longitude:
Heights:
** DETERMINATION OF PRESUMED HAZARD **
Aeronautical Study No.
2005-ASO-1304-OE
Submitted Into the public
record in connecti n with
item pz.A7-3b on _. _3 oca
Priscilla A. Thompson
City Clerk
Administration has conducted an aeronautical study under the
.C., Section 44718 and if applicable Title 14 of the Code of
part 77, concerning:
Building
MIAMI, FL
25-47-20.1 NAD 83
80-14-4.83
210 feet above ground level (AGL)
216 feet above mean sea level (AMSL)
The initial findings of this study indicated that the structure as described
above would exceed obstruction standards and/or would have an adverse physical or
electromagnetic interference effect upon navigable airspace or air navigation
facilities. Therefore, pending resolution of the issues described below, it is
hereby determined that the structure is presumed to be a hazard to air
navigation.
If the structure were reduced in height so as not to exceed 202 feet above
ground level (208 feet above mean sea level), it would not exceed obstruction
standards and a favorable determination could subsequently be issued.
To pursue the possibility of a favorable determination at the originally
submitted height, further study would be necessary. Further study entails
circularization to the public for comment. This process requires
approximately 90 to 120 days from the date that further study is requested
before any subsequent determination would be effective. The outcome cannot
be predicted prior to public circularization.
Further study may be requested by the sponsor within 60 days of the date of
this letter.
See attachment for additional information.
A copy of this determination will be forwarded to the Federal Communications
Commission if the structure is subject to their licensing authority.
NOTE: PENDING RESOLUTION OF THE ISSUES DESCRIBED ABOVE, THE STRUCTURE IS PRESUMED
TO BE A HAZARD TO AIR NAVIGATION. THIS DETERMINATION DOES NOT AUTHORIZE
CONSTRUCTION OF THE STRUCTURE EVEN AT A REDUCED HEIGHT. ANY RESOLUTION OF THE
ISSUES DESCRIBED ABOVE MUST BE COMMUNICATED TO THE FAA SO THAT A FAVORABLE
DETERMINATION CAN SUBSEQUENTLY BE ISSUED.
IF MORE THAN 60 DAYS FROM THE DATE OF THIS LETTER HAS ELAPSED WITHOUT ATTEMPTED
RESOLUTION, IT WILL BE NECESSARY FOR YOU TO REACTIVATE THE STUDY BY FILING A NEW
FAA FORM 7460-1, NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION.
Page 1
If we can be of further sistance, please contact our i ice at (404)305-5589.
on any future correspondence concerning this matter, please refer to Aeronautical
Study Number 2005-ASO-1304-OE.
Signature Control No: 415456-378685
Cesar I Perez
Specialist
Attachment(s)
Additional Information
(DPH)
Submitted Into the public
record in connection itti
Item yZ.,f~3b on o c.
P ri c lay A. Thompson
City Clerk
Page 2
Additic 1 Information for ASN 2005-AS' 304-OE
The proposed structure would be located approximately 3 nautical miles east of
the Miami International Airport (MIA) airport reference point. Based on this
initial study the proposal was found to have an adverse effect on aeronautical
operations in the vicinity of the proposed structure.
IFR Effects:
Aeronautical study for instrument flight rules (IFR) effect disclosed that the
proposal would necessitate the following revisions:
None.
VFR Effects:
Exceeds FAR Part 77.23 (a)(2) by 8 feet, its height more than 202 feet above
ground level (AGL), at its site with respect to the MIA Airport.
Alternatives:
Reduce the height of the proposed structure to 208 feet AMSL.
If you choose to reduce the height of your proposal to 208 feet AMSL, the public
comment requirement would be eliminated, resulting in an immediate determination
of no hazard.
Another alternative would be to relocate the proposed structure to a new
location. Any new site will require a separate study.
////////////////END OF COMMENTS//////////////////
Submitted Into the public
record in connecti• n ith
item • 2-6'`3b 011 -3 Div
Priscilla A. Tho pson.
City Cleat
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