Casper/Natrona County International Airport Master Plan Update Technical Advisory Committee Meeting Two - October 14th, :30 PM

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Transcription:

Casper/Natrona County International Airport Master Plan Update Technical Advisory Committee Meeting Two - October 14th, 2014 1:30 PM

Casper/Natrona County International Airport Master Plan Update Policy Advisory Committee Meeting Two - October 14th, 2014 4:00 PM

Agenda Opening Remarks Project Review Facility Requirements Summary Preliminary Alternatives Next Steps

Project Review We Are Here

Project Review Objectives and Focus Areas COMPLETE COMPLETE ONGOING ONGOING ONGOING ONGOING ONGOING COMPLETE ONGOING Airline Passenger Forecasts Customs and Border Protection Rental Car Facilities Vehicle Parking Lots Aircraft Hangar Development Passenger Terminal Building Expansion Air Traffic Control Tower Siting Airfield Electrical Review Historic District Programmatic Agreement revisions

Facility Requirements Summary Working Paper #2 Facility Requirements Carry into ALP and Implementation Identify Alternatives and Select Preferred

Preliminary Alternatives FAA Hot Spots Commercial Passenger Terminal Hangars Air Traffic Control Tower Air Cargo Rental Car QTA Facility

Airfield Hot Spots Potential Solutions TAXIWAY A6 Hotspot Under Construction Wide complex intersection with large paved area Runway 26 and Runway 21 wrong departure risk TAXIWAY A5 Hotspot Crosses middle third of the Runway 3/21 Provides direct access from apron to runway (as does Taxiway A4) TAXIWAY A5 Potential Solution

Terminal Building Demand Level Planning Near Term Future Growth Low Future Growth High CITY CARRIER DEPARTS AIRCRAFT CITYSEATS CARRIER DEPARTS AIRCRAFT CITYSEATS CARRIER DEPARTS A DENVER, CO (DEN) UNITED 6:00 AM DENVER, CRJ 200 CO (DEN) 50 UNITED 6:00 AM DENVER, CRJ 700 CO (DEN) 64 UNITED 6:00 AM SALT LAKE CITY, UT (SLC) DELTA 6:00 AM SALT CRJ LAKE 200CITY, UT (SLC) 50 DELTA 6:00 AM SALT CRJ LAKE 700 CITY, UT (SLC) 64 DELTA 6:00 AM DENVER, CO (DEN) UNITED 9:30 AM DENVER, CRJ 200 CO (DEN) 50 UNITED 9:30 AM HOUSTON CRJ 700 64 UNITED 6:00AM LAS VEGAS, NV (LAS) ALLEGIANT 10:35 AM SALT MD LAKE 83CITY, UT (SLC) 166 DELTA 9:55 AM DENVER, CRJ 700 CO (DEN) 64 UNITED 9:30 AM DENVER, CO (DEN) UNITED 12:45 PM LAS CRJ VEGAS, 200 NV (LAS) 50 ALLEGIANT 10:00AM SALT MD LAKE 83 CITY, UT (SLC) 166 DELTA 9:30 AM SALT LAKE CITY, UT (SLC) DELTA 12:55 PM DENVER, CRJ 200 CO (DEN) 50 UNITED 12:45 PM PHOENIX CRJ 700 64 US AIR/AMERICAN 9:30 AM DENVER, CO (DEN) UNITED 4:55 PM SALT CRJ LAKE 200CITY, UT (SLC) 50 DELTA 12:55 PM LAS CRJ VEGAS, 700 NV (LAS) 64 ALLEGIANT 9:30 AM DENVER, CO (DEN) UNITED 8:15 PM DENVER, CRJ 200 CO (DEN) 50 UNITED 4:55 PM CHICAGO CRJ 700 64 US AIR/AMERICAN 12:00 PM Source: http://www.iflycasper.com SALT LAKE CITY, UT (SLC) DELTA 5:00PM DENVER, CRJ 700 CO (DEN) 64 UNITED 12:45 PM DENVER, CO (DEN) UNITED 8:15 PM SALT CRJ LAKE 700 CITY, UT (SLC) 64 DELTA 12:55 PM Source: RS&H Analysis, 2014 DENVER, CO (DEN) UNITED 4:55 PM SALT LAKE CITY, UT (SLC) DELTA 5:00PM HOUSTON UNITED 5:15 PM DENVER, CO (DEN) UNITED 8:15 PM Source: RS&H Analysis, 2014 110,770 Annual Enplanements 120 Peak Hour Passengers 200 Passenger Static Load 2 Gates Required 155,060 Annual Enplanements 180 Peak Hour Passengers 260 Passenger Static Load 3 Gates Required 228,130 Annual Enplanements 260 Peak Hour Passengers 320 Passenger Static Load 4 Gates Required

Terminal Building Serving Passenger Demand September 29 th 2014 Diversion Traffic

Terminal Building Terminal Deficiencies

Terminal Building Immediate Solution Second Floor First Floor

Terminal Building Short Term Solution Second Floor First Floor

Terminal Building Long Term Solution Second Floor First Floor

Hangars Facility Requirements 7 to 39 T- Hangars 1 to 9 Box Hangars 1 to 3 Corporate Hangars Construction depends on demand

Hangars Center Development A

Hangars Center Development - B

Hangars West Side Development

Hangars Infill Development

Hangars East Ramp Development - B

Air Traffic Control Tower Facility Requirements Tower cab not tall enough to meet FAA required angle of incidence ATC eye height currently 44.5 feet Eye height should be 119.3 feet to meet FAA standards Numerous discrepancies between Code requirements and existing Jacobs Engineering Condition Assessment and 6480.17 Facility Evaluation Report, 2012

Air Traffic Control Tower Alternatives 8 Preliminary Sites Sites to be refined 3 Sites to be evaluated

Air Cargo Facility Requirements Carried forward from 2010 Cargo Study Additional space required Ramp Building Parking

Air Cargo Alternative Long Term 1A

Air Cargo Alternative Long Term 1B

Air Cargo Alternative Long Term 2

Rental Car Facility Requirements Quick-Turn Around (QTA) Facility Increase efficiency Enhanced service Potential Airport revenue

Rental Car Alternatives

Next Steps Pre- Planning Investigation Phase Solutions Phase Implementation Phase MASTER PLAN SCOPING INVENTORY EXISTING CONDTIONS FACILITY REQUIREMENTS IDENTIFICATION AND EVALUATION OF ALTERNATIVES FINANCIAL PLANNING, FEASIBILITY, PHASING, AND COST VISIONING HISTORICAL DISTRICT PROGRAMMATIC AGREEMENT AIRPORT LAYOUT PLAN SPECIAL EMPHASIS ELEMENTS AVIATION ACTIVITY FORECAST ENVIRONMENTAL & WHA CONSIDERATIONS IMPLEMENTATION and CIP SCHEDULE AGIS DATA COLLECTION / ASSEMBLY TECHNICAL DOCUMENTS DATA/IMAGERY VALIDATION AIRPORT & AIRSPACE ANALYSIS PUBLIC INVOLVEMENT PLAN PUBLIC INVOLVEMENT PROGRAM Three Advisory Committee Meetings / One Public Workshop / Board Meetings / Websites FAA REVIEW AND CONCURRENCE

Questions & Comments Thank You Questions & Comments