north perry airport master plan update von stetina, senior planner, broward co. planning council...
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North Perry Airport Master Plan Technical Advisory Committee Meeting30 May 2007
North Perry Airport Master Plan
Technical Advisory Committee MeetingNorth Perry Master Plan
May 30, 2007
North Perry Airport Master Plan Technical Advisory Committee Meeting30 May 2007
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TAC InviteesCounty RepresentativesBob Bielek, Interim Director of Aviation, BCAD Nina Demeo, Airport Manager, BCADDarlene Duecker, Assistant to Airport Manager, BCADMike Nonnemacher, Director of Operations, BCADStephen Wilson, Project Manager, BCADDoris Enriquez, Airport Properties Manager, BCADMarc Gambrill, Assistant Director of Planning & Development, BCADChristine Steiner, Assistant Airport Properties Manager, BCADYasmi Govin, Assistant County Attorney, BCADAllan Siegel, Community Outreach Coordinator, BCADNorm Taylor, Director, Broward Co. Economic DevelopmentHenry Sniezek, Executive Director, Broward Co. Planning CouncilDeanne Von Stetina, Senior Planner, Broward Co. Planning Council
FAA/FDOT RepresentativesRebecca Henry, Planing Program Manager, FAA Rene Alvarez, Team Operations, FAA/FSDOMike Keane, FAA/FSDONeil Morris, FAA/FSDOKen Martin, Air Traffic Manager (HWO), FAARebecca Mainardi, Aviation & Rail Section Leader, FDOT (Dist. 4)Dan Afghani, CFASPP, FDOT (Dist. 4)
Local Government RepresentativesJaye Epstein, Director of Planning, City of HollywoodLorie Mertens-Black, Director of Intergovernmental Affairs, City of HollywoodDonald Waldron, Director of Planning, City of MiramarRoberta J. Spicer, Planning, City of MiramarJoseph Yaciuk, Planning, City of Pembroke PinesLaurie Barnes-Zargo, Assistant Division Fire Chief, Pembroke Pines Fire Dept. Shawn Hallich, Assistant Division Fire Marshall, Pembroke Pines Fire Dept.
Tenants/NeighborsJan Shakespeare, Aviation Program Manager, Broward Community CollegeJorge Guerra, Dean, Aviation Institute, Broward Community College Jim McKeown, Assistant Manager, Air Superiority Hiam Molcho, President, Hollywood AviationLois Cotton, President, North Perry AerospaceThomas McMenamin, Vice President, North Perry Aviation Brian Broderson, VP Business Operations, Van Wagner Aerial MediaJohn Thompson, President, Boomerang Aviation Corp. Leo Holland, Florida Aero ClubTerry Fensome, President, Pelican Airways Stuart Hanley, Aztec AirwaysDave Reich, North Perry Airport TenantBob Cernuda, Crescent Helicopters
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Tenant Meeting #1, Wednesday, June 14, 2006
TAC Meeting #1, December 13, 2006
City of Hollywood, February 12, 2007
City of Pembroke Pines, March 21, 2007
TAC Meeting #2, Wednesday, May 30, 2007
Meetings to Date
Tenant Meeting #2, Wednesday, June 27, 2007:
City of Miramar, Date Pending
Public Workshop, August 2007 (tentative)
Commission Presentation, October 2007 (tentative)
Meetings Pending
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1 Inventory
2 Planning Guidelines
3 Forecasts
4 Demand/Capacity Analysis
5 Facility Requirements
7 Land Use Evaluation
8 Environmental Overview
Progress to Date Tasks Pending
6 Alternatives Analysis
9 Develop ALP Set / Airport Property Map
10 Capital Improvement Program
11 Financial Feasibility
12 Airport Property Map
13 Economic Impact Analysis
14 Business Tools
15 Final Master Plan Report & ALP Set
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Demand/Capacity Analysis
Runway Use/Configuration
One instrument approach – Runway 9R (non-precision GPS)
Departures ≈ Arrivals
Capacity of the Airport : VFR = 195 operations/hourIFR = 24 operations/hour
Weighted hourly capacity = 186 operations/hourAnnual Service Volume (ASV) = 440,000 operations/year
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Demand/Capacity Analysis
Sources: Forecast Demand – Terminal Area Forecast, March 2006ASV estimate – MCG based on FAA Advisory Circular 150/5060, Airport Capacity and Delay
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Facility Requirements
Runways
Rehabilitate runway pavements
Consider a precision instrument approach
Increase the number of exit taxiways
Consider adding runway pavement
Use declared distances to maximize runway length
Add additional run-up areas
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Facility Requirements
Rehabilitate pavements
Renovate BCAD buildings
Construct Taxiway “A”
Broward County Aviation Department Buildings1 BCAD Administration Office
2 Vacant
3 FAA Air Traffic Control Tower
4 FAA ATCT UPS Building
5 Airfield Lighting
6 Vacant
7 Vacant (Formerly Mayday’s Restaurant)
8 Vacant
9 Vacant
Pavement & BCAD Building Conditions
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Airfield Lighting, Signage, and Marking
Remark all runways and taxiways as needed
Add MITL and lighted signs to Taxiway “A” and connectors, when developed
Rehabilitate the airfield lighting and signage as needed
Install additional reflectors on unlit taxiways and taxilanes
Rehabilitate the electrical vault as needed
Light Runway 9L-27R and supporting taxiways
Facility Requirements
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Facility Requirements
Navigational and Visual Landing Aids
Add lighted windsocks to Runways 18R, 18L, and 27R
Light the windsocks near Runways 27L and 36L
Consider installation of GPS-WAAS or GPS-LAAS for a precision instrument approach
Upgrade REILs for 18R, 36L, and 27L through planning period
Upgrade PAPI-2’s for Runways 18R, 36L, 18L, 36R, and 27L
Upgrade PAPI-4 for Runway 9R
Identify locations for relocated VOR
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Facility Requirements
Buildings
Consider adding a full service FBO at airport
Consider development of a GA terminal building
Renovate or remove deteriorating buildings
Upgrade ATCT and UPS building as needed
through planning period
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Facility Requirements
Apron Space
Rehabilitate the apron pavement
Seal coat apron pavements
Install high mast apron lighting on aprons
Add additional apron space in long term to meet demand
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Facility Requirements
Access and Infrastructure
Develop landscaping plan
Develop facility signage plan
Provide appropriate roadway lights on perimeter road
Install speed limit signs on perimeter road
Review emergency preparedness plans for utility providers for Airport
Upgrade security fencing as appropriate throughout planning period
Upgrade access control system throughout planning period
Install video identification and tracking system for nighttime surveillance
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Facility Requirements
Other
Consider highest/best use of banner towing area
Purchase of avigation easements
Encourage airport compatibility planning in land use and zoning ordinances
Consider need for helipad(s) or operational agreement
Upgrade ARFF vehicle and equipment
Re-evaluate self fueling requirements for tenants in the minimum standards
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Alternatives Analysis
Airside Alternatives Landside Alternatives
RunwaysTaxiways
Navigational Aids
ApronsHangars
New FBO/GA TerminalCustoms Facility
Helipad
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Airside Alternatives
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Alternatives Analysis
5,300 feet – 5,500 feet
Runway Length Requirements for North Perry Airport
SMALL AIRPLANES WITH LESS THAN 10 PASSENGER SEATS 2,450 feet – 3,570 feet
SMALL AIRPLANES WITH MORE THAN 10 PASSENGER SEATS 4,170 feetLARGE AIRPLANES OF 60,000 POUNDS OR LESS
75 – 100% of these large airplanes at 60% useful load
75 – 100% of these large airplanes at 90% useful load 7,000 feet – 7,810 feetBUSINESS JET AIRCRAFT (FAA Southern Region) 6,500 feetVERY LIGHT JET (VLJ) AIRCRAFT 2,500 feet – 3,400 feet
RUNWAY LENGTH RANGE 3,500 – 6,500 feet
Sources: FAA Advisory Circular 150/5325-4B, Runway Length Requirements for Airport Design; FAA Southern Region, RGL 00-1, Standard Development for Business Jet Aircraft, Revised August 28, 2002
EXISTING RUNWAY LENGTH RANGE 3,000 – 3,181 feet
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Alternatives Analysis
Alternative 1 No Build
Alternative 2 Apply Declared Distances With Existing Pavement
Alternative 3 Construct Additional Pavement & Apply Declared Distances
Alternative 4 Accommodate Larger Aircraft
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Alternatives Analysis
1 No Build
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Alternatives Analysis 4 No Build
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Alternatives Analysis 1 No Build
AdvantagesLeast expensive alternative
DisadvantagesLimits operations to smaller aircraftNo runway length improvements
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Alternatives Analysis
2 Apply Declared Distances with Existing Pavement
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Alternatives Analysis
TORA
TODA
ASDALDA
Displaced Threshold
200’
LEGENDTORA Take-off Run AvailableTODA Take-off Distance AvailableASDA Accelerate Stop Distance AvailableLDA Landing Distance AvailableRPZ Runway Protection Zone
RPZ RPZ
2 Apply Declared Distances w/ Existing Pavement
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Alternatives Analysis 3 Apply Declared Distances with Existing Pavement
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3 Apply Declared Distances with Existing Pavement
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Alternatives Analysis
Declared Distances For Existing Runways at North Perry Airport
Runways9R 27L 9L 27R 18R 36L 18L 36R
Existing Length 3,000 3,045 3,060 3,181 3,000 3,000 3,150 3,075
TORA (in feet) 3,025 3,000 3,182 3,060 3,000 3,000 3,075 3,150
TODA (in feet) 3,255 3,255 3,242 3,242 3,350 3,350 3,260 3,260
ASDA (in feet) 3,255 3,255 3,242 3,242 3,350 3,000 3,260 3,260
LDA (in feet) 3,000 3,045 3,060 3,182 3,000 3,000 3,150 3,075
Source: FAA Advisory Circular 150/5300-Change 11, Airport Design, Appendix 14
2 Apply Declared Distances w/ Existing Pavement
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Alternatives Analysis
AdvantagesInexpensive since no pavement or markings will be altered Maximizes usable runway for take-offs and landings
DisadvantagesDeclared distances can be confusing to pilotsDoes not accommodate 100% of small airplanes requiring 3,570 feet of runway
2 Apply Declared Distances w/ Existing Pavement
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3 Construct Additional Pavement & Apply Declared Distances
Alternatives Analysis
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Alternatives Analysis
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Alternatives Analysis
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Alternatives Analysis
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Alternatives Analysis
Take-off Run and Landing Distances For North Perry Airport
Runways
9R 27L 9L 27R 18R 36L 18L 36R
Existing Length 3,000 3,045 3,060 3,181 3,000 3,000 3,150 3,075
Added Length (in feet) 700 660 535 850 390 490 725 595
TORA (in feet) 3,745 3,915 3,717 3,910 3,390 3,840 3,800 3,745
LDA (in feet) 3,915 3,745 3,910 3,717 3,840 3,390 3,745 3,800
Source: FAA Advisory Circular 150/5300-Change 11, Airport Design, Appendix 14
3 Construct Additional Pavement & Apply Declared Distances
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Alternatives Analysis 3 Construct Additional Pavement & Apply Declared Distances
AdvantagesMaximizes runway lengths Accommodates 100% of small airplanes requiring 3,570 feet of runwayAccommodates 95% of VLJ fleet Provides opportunities for further airport development
DisadvantagesAdditional costs of new pavement for airfieldRunway operations closer to residential areaDeclared distances can be confusing to pilots
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4 Accommodate Larger Aircraft
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AdvantagesFacilitates HWO as General Aviation reliever to FLLAccommodates business jet aircraftIncreases opportunities for FBO, corporate hangars & industrial parksPotential increase of airport revenues
DisadvantagesMajor impacts to communityMajor impacts to residential and commercial Major capital cost Significant impacts to on-airport tenants due to relocation Requires preparation of Environmental Impact StatementIncreases runway dimensional criteria
This alternative is not recommended
Alternatives Analysis 4 Accommodate Larger Aircraft
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Taxiway “A” & the Highest/Best Use of the Northwest Quadrant
Alternatives Analysis
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Alternatives Analysis Taxiways
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Alternatives Analysis Taxiway “A” & the Highest/Best Use of the Northwest Quadrant
AdvantagesEnhances operational capacity of Runway 18R-36LParallel taxiway provides development opportunities on west side of Runway 18R-36L
DisadvantagesConstruction costImpacts banner towing operations
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Alternatives Analysis
Navigational Aids
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Alternatives AnalysisEstablish Precision Instrument Approach
Alternative 1 Runway 9R-27L
Alternative 2 Runway 9L-27R
Alternative 3 Runway 18R-36L
Alternative 4 Runway 18L-36R
Very High Frequency Omni-Directional Range (VOR)Alternative 1 Southwest Quadrant
Alternative 2 Southeast Quadrant
Navigational Aids
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Navigational AidsAlternatives Analysis
Establish Precision Instrument Approach
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Alternatives Analysis
AdvantagesIncreases approach capability for airport
Provides navigational training for student pilotsEnhances business aircraft operationsSatisfies criteria for on-demand charter services
DisadvantagesMajor impacts to communityMajor capital costs: runway, taxiway & residential/commercial property acquisition (FAA recommends 4,200 feet of runway length for reliever airport designation)Obstructions must be removed from 50:1 approachSignificant impact to airport tenants due to required relocation Requires preparation of Environmental Impact Statement
Navigational Aids
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Navigational AidsAlternatives Analysis
Relocation of Very High Frequency Omni-Directional Range (VOR)
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Alternatives Analysis
AdvantagesMeets VOR siting criteria Provides VOR training for pilots Provides enhancement to navigational aids at HWO
DisadvantagesAlternative 1: ASOS, wind measuring equipment, relocate windsocks, VOR located in Runway Visibility Zone; potential site for helipadAlternative 2: Prohibits future airport development in this area
Navigational Aids
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Landside Alternatives
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Alternatives Analysis
Aprons6 potential sites
Hangars8 potential sites
New FBO/GA Terminal8 potential sites
Customs Facility
Helipad4 potential sites
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Alternatives Analysis Aprons
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Alternatives Analysis
Advantages
SiteExisting Access
to Runway/Taxiway
Ability to Expand Beyond Planning
Period
Can Accommodate
other GA Facilities
Road Access via Perimeter Road
Adjacent to Existing FBO &
Corporate/T-hangars
123456
Aprons
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Disadvantages
Alternatives Analysis
Site
1 Banner Towing operations impacted in this areaNot adjacent to other existing GA facilities; requires construction of parallel Taxiway “A”
2 Access to primary runway and GA facilities is not as convenient
3 Not adjacent to other existing GA facilities; requires construction of parallel Taxiway “A”
4 Not adjacent to other existing GA facilities; requires construction of access/perimeter road
5 Not adjacent to other existing GA facilities
6 Can not be expanded beyond planning horizon
Aprons
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Alternatives Analysis Hangars
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Alternatives Analysis
Advantages
SiteExisting Access
to Runway/Taxiway
Ability to Expand Beyond Planning
Period
Can Accommodate
other GA Facilities
Road Access via Perimeter Road
Adjacent to Existing FBO &
Corporate/T-hangars
12345678
Hangars
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Alternatives AnalysisDisadvantages
Site
1 Banner Towing operations impacted in this areaNot adjacent to other existing GA facilities; requires construction of parallel Taxiway “A”
2 Access to primary runway and GA facilities not as convenient
3 Not adjacent to other existing GA facilities; requires construction of parallel Taxiway “A”
4 Not adjacent to other existing GA facilities; requires construction of access/perimeter road
5 Not adjacent to other existing GA facilities
6 Requires paved access/perimeter road; BCAD lighting bldg. & ATCT/equipment, portion part of Hollywood Aviation leasehold
7 Property contained in existing tenant leaseholds
8 Property contained in existing tenant leaseholds
Hangars
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Alternatives Analysis New FBO/GA Terminal
Minimum facility requirements for an FBO are outlined in BCAD’sMinimum Standards for General Aviation at County Airports, March 28, 2003.
HWO FBO must:Lease at least a six acre site
Construct 2,000 ft2 administration building
Provide 15 aircraft tie-down positions
Construct 5,000 ft2 maintenance hangar and 10,000 ft2 hangar and/or T-Hangars
Construct 60,000 ft2 apron
Provide paved automobile parking
Provide for 10,000 gal. fuel storage and one 250 gal. truck
Provide electric security gate to restrict unauthorized access to ramp
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Alternatives Analysis New FBO/GA Terminal
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Alternatives Analysis
Advantages
Site Provides Access from Perimeter Road
Does Not Interfere with Banner Towing
Adjacent to Taxiway/Runway/Cor
porate/Hangar Development
Has 6 Acres of Developable Land
12345678
New FBO/GA Terminal
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Alternatives AnalysisDisadvantages
Site
1 Not located near primary runway
2 Not located near primary runway; Banner Towing operations impacted in this area; requires construction of parallel Taxiway “A”
3 Banner Towing operations impacted in this area; requires construction of parallel Taxiway “A”
4 Requires construction of access road
5 Requires construction of parallel Taxiway “A”; limited by building restriction line
6 BCAD (Aviation Lighting) and ATCT located in area; significant portion of area is part of Hollywood Aviation’s leasehold
7 Does not provide required 6 acres for FBO
8 Does not provide required 6 acres for FBO
New FBO/GA Terminal
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Alternatives Analysis
South Florida General Aviation airports currently with customs facilities:Opa-locka Executive AirportFort Lauderdale Executive Airport Kendall-Tamiami Executive AirportSt. Lucie County International Airport
Need for a 5,000 square foot secure building
Preferred location is adjacent to FBO
U.S. Customs Facility
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U.S. Customs and Border Protection User Fee Airport (UFA) applicant requirements: Volume or value of business at airport is insufficient to justify the availability of inspectional services on a non-reimbursable basisGovernor supports designation in writing to the Commissioner of CBPCounty agrees to reimburse CBP for all costs associated with the services, including expenses of staffing at least one full-time inspector County completes an Agriculture Compliance Agreement with FBOs and refuse haulers for handling international refuse
Basic steps required in considering an application for designation as a UFA include:Receipt of a letter from the Governor supporting the user fee airport designationSuccessful site visit in which CBP officials discuss workload and services and verify that facilities are adequate for inspectional services to be providedCompleting a Memorandum of Agreement (MOA) with CBP, which states the responsibilities, fees and hours of serviceCompleting an Agriculture Compliance Agreement with CBP for handling international refuse
Alternatives Analysis U.S. Customs Facility
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Alternatives AnalysisAn approved UFA receiving CBP services is responsible for payment of the following fees:
Per Inspector: $140,000 + (1st year)$124,000 + (succeeding years)
Additional costs per inspector: $17,000 + (1st year)$14,000 + (succeeding years)
Other associated costs (i.e., overtime)
U.S. Customs Facility
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Alternatives Analysis
AdvantagesPossibility for increased operations from tourism to/from the Bahamas, U.S. Virgin Islands, Puerto Rico, and other islands Possibility for increased revenue from fuel salesIncreased charter activitiesGood for airport businesses
DisadvantagesCounty would incur additional costs to build County would incur additional costs to operateCounty unlikely to recover costs through leasehold revenue
U.S. Customs Facility
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Alternatives Analysis Helipad
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Alternatives Analysis Helipad
AdvantagesSites 1 and 2 provide adequate area for helipad; adjacent to Helicopters, Inc.Site 3 provides adequate area for a helipad; recommended area in 1996 Master Plan; near Crescent Helicopters; aligned with primary Runway 9R-27LSite 4 provides adequate area for a helipad and is near Crescent Helicopters; aligned with primary Runway 9R-27L
DisadvantagesSite 1 approach and departure path aligned to Runway 18R-36L; potential noise impacts; not convenient for helicopter operations on the south side of airfieldSite 2 approach and departure path aligned to Runway 18R-36L; Banner Towing operations impacted in this area; not convenient for helicopter operations on the south side of airfieldSite 3 located within the Runway Visibility Zone; area may be site for future VORSite 4 area may be site for future VOR
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Next Steps
Evaluation of Alternatives
Recommended Capital Improvement Plan
Financial Analysis
Update Airport Layout Plan (ALP)
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Questions/Comments/Suggestions
Please Contact
Monty Gettys at [email protected]