Airport Master Plan 2012 - City of Waterville

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4.4 Airport Terminal / FBO Alternatives The FAA provides guidelines on Terminal Facility buildings and Fixed Based Operator (FBO) facilities at General Aviation airports. The Terminal/Administration building accommodates the general public, pilots, passengers, visitors and also the Airport manager‟s office, while FBO facilities usually provide space for the commercial activities, maintenance and repair of aircraft, such as air charter, air cargo operations and the like. Citing the FBO and/or Terminal building adjacent to aircraft parking aprons offers convenience for both based and transient pilots. Apron frontage provides high value to an airport and such areas require sound judgment when planning the future layout of an airport. Typically, an airport‟s administration building is located separately from the FBO; however, since Waterville currently operates both Administration and FBO services from the same location, it is of great importance that when providing alternatives for such facilities, a practical transition is considered should the Airport acquire the services of a separate FBO. In the early stages of the planning period for WVL, it is assumed that the City will continue to provide FBO services at the Airport. Nevertheless, it is important to identify specific areas on the Airport to accommodate future development for this type of aviation activity. The consultant‟s goal is to recommend future development scenarios that are practical, operationally efficient and reasonably costeffective. Alternatives considered for Terminal/FBO development include: F0: No-Build (Status Quo) F1: Construct New FBO connected to Phase II of Terminal Apron. See Figure F1. F2: Upgrade and Utilize Old Telford location for FBO operations. See Figure F2. F3: Develop FBO facilities off of existing Runway 14 approach end. See Figure F3. F0: No-Build (Status Quo) The “No-Build” or status quo scenario suggests that the Airport continues to operate out of its current terminal and hangar facility. Although this scenario is considered “No-Build”, it does suggest that the Airport continue to make cosmetic upgrades to the existing facility interior and improve services to satisfy existing airport activity for the near term. F1: Construct New FBO connected to Phase II of Terminal Apron This alternative suggests a new FBO facility on the western perimeter of the Phase II Terminal Apron Development (Alternative A-1). This alternative preserves FBO activities in the southwest quadrant of the Airport, in close proximity to aircraft fueling operations. Combined with the existing aircraft parking apron, this alternative offers sufficient aircraft parking space for forecast demand nearly through the year 2017 (11 parking spaces – 7 large AC, 4 small AC). The Airport would continue to provide administrative services out of the current terminal location. The City of Waterville Maine Alternatives Analysis – Page 4-10 Airport Solutions Group, LLC & The Louis Berger Group, Inc. December 2011
F2: Upgrade and Utilize Old Telford location for FBO operations Rather than build an entirely new FBO facility, this alternative requires investment to upgrade and rehabilitate the former FBO facility. Requires the relocation of the Airport‟s current Snow Removal Equipment (SRE) facility. Requires the former Telford apron to be rehabilitated (Apron rehab eligible for AIP funds, thus a private developer would not be responsible for apron rehabilitation costs). Current FBO hangar inadequate in size to accommodate large corporate type aircraft. With access improvements, this alternative offers convenient ground access for FBO clients. F3: Develop FBO facilities off of existing Runway 14 approach end Requires significant infrastructure development including a ground access road, aircraft apron and taxiway design and construction. Would “set the tone” for future airport development along the required associated taxiway. The City of Waterville Maine Alternatives Analysis – Page 4-11 Airport Solutions Group, LLC & The Louis Berger Group, Inc. December 2011
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Waterville Robert LaFleur Municipal
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Table of Contents Chapter 1 - Intro
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Introduction to the Study Updating
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The Airport Master Plan Update is o
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1.0 Baseline Conditions This Chapte
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Runways The orientation, physical d
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Currently, the Airport pavement con
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VASI Visual Approach Slope Indicato
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1.4 Airfield Aprons There are two m
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This hangar was moved to its presen
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Weather and Related Air Traffic Ser
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1.6 Environmental Conditions and La
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than 20,000 s.f. Principal function
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Wildlife Habitat The Airport provid
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welfare is considered to include th
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1.7 Historical Based Aircraft and A
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Year Table 1.8 Historic Aircraft Op
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Table 1.11 WVL Revenues 2006-07 Cat
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Airport Leases / Rates and Charges
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The mission of the Central Maine Gr
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Baseline Drawings This Master Plan
Page 43 and 44: 2.0 Airport Role and Forecasts Fore
Page 45 and 46: 2.1.1 Airport Service Area The airp
Page 47 and 48: FAA 5010 data for WVL indicated 24
Page 49 and 50: classification was created in 2005
Page 51 and 52: off one passenger for business in W
Page 53 and 54: 2.4 Airport Role The role of the ai
Page 55 and 56: Transport. This type of runway serv
Page 57 and 58: Forecast Scenario One (Baseline) As
Page 59 and 60: Figure 2.3 Graph of Forecasted Airc
Page 61 and 62: 3.0 Facility Requirements The facil
Page 63 and 64: A full-length parallel taxiway to t
Page 65 and 66: Table 3.4 Pavement Conditions and R
Page 67 and 68: Runway Length The runway length req
Page 69 and 70: Table 3.8 Runway Length Requirement
Page 71 and 72: Due to poor maintenance or obsolesc
Page 73 and 74: Table 3.11 General Aviation Termina
Page 75 and 76: Based and Itinerant Aircraft Apron
Page 77 and 78: Fuel Storage Facility Chapter 1 ide
Page 79 and 80: The north hangar currently has over
Page 81 and 82: Wind Rose Graphics The City of Wate
Page 83 and 84: The City of Waterville Maine Facili
Page 85 and 86: 4.0 Alternatives Analysis Chapter 1
Page 87 and 88: Runway 5-23 provides for over 94% w
Page 89 and 90: T1b: Construct New Taxiway “E”
Page 91 and 92: Aprons used for based aircraft shou
Page 93: Table 4.3 Apron Alternatives Analys
Page 97 and 98: must be given to the level of site
Page 99 and 100: H4: Expansion of Box Hangars on eac
Page 101 and 102: Hangar Alternatives Conclusion The
Page 103 and 104: Table 4.6 Snow Removal Equipment Bu
Page 105 and 106: The City of Waterville Maine Altern
Page 125 and 126: Waterville Robert LaFleur Municipal
Page 127 and 128: Section 5.11 - Coastal Zone Managem
Page 129 and 130: Obstruction removal could have pote
Page 131 and 132: 5.6 Historic, Architectural, Archae
Page 133 and 134: If it is determined that the propos
Page 135 and 136: These assumptions will be further c
Page 137 and 138: 6.0 Airport Layout Plan As part of
Page 139 and 140: Exhibit 6 - Plan and Profile - Runw
Page 141 and 142: 7.0 Airport Management Structure As
Page 143 and 144: Current Airport staffing is summari
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Circulars, maintaining financial re
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Airport Authority The Maine Legisla
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current Airport management structur
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7.2 Research of Other Airport Autho
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Comparable Airports Overview When m
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Mandan Municipal Airport (North Dak
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7.4 Comparable Airports: Lessons Le
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Private Ownership/Private Managemen
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Private Ownership/Private Managemen
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Obstruction remediation in the form
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Program (AIP). Therefore, projects
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Phase 2 Development (6 to 10 years)
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AIP monies are distributed to airpo
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Table 8.5 Comparative Airport Rates
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3) Facility Maintenance Unlike othe
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Table 8.7 Historical FBO Expenses F
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Table 8.9 Historical Airport Revenu
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8.7 Summary of Airport Financial As
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Therefore, in order to optimize the
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accurate inventory of airport maint
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Summary and Conclusion The total Ca
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APPENDIX A - GLOSSARY ADVISORY CIRC
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DISPLACED THRESHOLD - A displaced t
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NON PRECISION INSTRUMENT RUNWAY - A
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negotiated in case of an emergency
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WATERVILLE ROBERT LaFLEUR MUNICIPAL
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Airport Master Plan 2012 - City of Waterville

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