Airport Master Plan 2012 - City of Waterville

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Table 4.5 Hangar Alternatives Analysis Analysis Factor Impact H0: No-Build (Status Quo) Engineering None – no change. Operational May not be able to meet hangar demand, loss of revenue. Environmental None – no change. Land Use None – no change. H1: Build 8 Unit T-Hangars Engineering Associated building and taxilane design. Operational Maximizes efficient development in southwest quadrant. Environmental Drainage improvements needed for buildings & taxilanes. Land Use No Change. H2: Build 100 ft. Corporate Hangars Engineering Associated building and ramp design. Operational Inefficient development in southwest quadrant, however serves corporate need proximate to existing terminal building. Environmental Drainage improvements needed for buildings & ramps. Land Use No Change. H3: Build 42 ft. Box Hangars Engineering Associated building and taxilane design. Operational Moderately efficient development in southwest quadrant; poses challenges with ground access (to box hangars) and airport security. Environmental Drainage improvements needed for buildings & taxilanes. Land Use Requires property acquisition. H4: Build 42 ft. Box Hangars on each side of Taxiway “D” Engineering Associated building and taxilane design. Operational Maximizes efficient development for box hangars in southwest quadrant south of TW D, however moderately efficient development north of TW D. Environmental Drainage improvements needed for buildings & taxilanes. Land Use No Change. H5: Build 100 ft. Cargo Hangar north of Taxiway “D” Engineering Associated building design. Operational Improves cargo handling operations, may impact development north of TW D. Environmental Drainage improvements needed for building and parking. Land Use No Change. H6: Build 100 ft. Cargo Hangar off of Runway 14-32 End Engineering Associated building, taxiway and roadway design. Operational Isolated development; separates different operations. Environmental Drainage improvements needed for building, AC ramp and access roadway. Land Use Converts closed runway area to developable airport property. H7: Build 100 ft. Corporate Hangar adjacent to old Telford Building Engineering Associated building design. Operational Isolated development; separates different operations. Environmental Drainage improvements needed for buildings and ramps. Land Use No Change. The City of Waterville Maine Alternatives Analysis – Page 4-16 Airport Solutions Group, LLC & The Louis Berger Group, Inc. December 2011
Hangar Alternatives Conclusion The north side of Taxiway D is considered “prime real estate” for hangar development. Alternative H-1 proved to be the most efficient use for storing small aircraft; a total of 32 aircraft can be stored in this arrangement. Alternatives H-2a and H-2b were therefore eliminated in favor of using the more efficient arrangement offered by Alternative H-1. Alternative H-3 was eliminated from short term consideration in favor of keeping future development options open and partially because of the (long term) need to purchase a small triangular piece of land tucked between Taxiway A and D. Alternative H-4 was eliminated for the same reasons Alternatives H-2a and H-2b were eliminated. Alternative H-5 was eliminated because it competed with Alternative S-1, which is a preferred site for a future SRE building because of its proximity to both the landside and airside. Alternative H-6 was dismissed as a result of keeping Runway 14-32 open. Alternative H-7 was eliminated for similar site constraints associated with Alternatives A-2 and F-2. Therefore, the City chose to move forward with Alternative H-1 and Alternative H-4. A decision was also made to depict a general area of aviation development for Area “G”. 4.6 Snow Removal Equipment (SRE) Building Alternatives To protect and service expensive equipment used to control the snow and ice on the airfield, specifically designed maintenance buildings with adequate storage areas are needed. These buildings should be designed to support the Airport‟s operational needs to ensure efficient snow removal activities as well as equipment service and repair. These buildings are to be located on an airport to provide easy access to snow clearing crews, as well as a convenient location for repairing, servicing and fueling equipment. In the interest of airport safety, citing factors for SRE buildings should address the following: A location such that airfield movements associated with the facility, such as egress/ingress by snow clearing crews, employees, and deliveries do not hamper aircraft taxiing operations. A location that provides snow clearing crews with direct access to taxiways and runways instead of using perimeter roads or circuitous routes to reach runways and taxiways. A location that mitigates runway incursions by eliminating the need for employee, private and service vehicles to cross runways or taxiways to reach the building. A location that takes into consideration its affect on other existing facilities, such as cargo facilities and fueling areas. When the operating efficiency of the snow crews is not impaired, the building location should avoid existing and future revenue-producing areas, such as ramps and hangar areas. Currently, the Airport does not have an adequate facility on the Airport to store and maintain its snow removal equipment. As stated in the aircraft hangar analysis, WVL currently uses the North Hangar to store and maintain the Airport‟s snow removal equipment (SRE). The hangar is in fair condition and consists of a steel framed building on a concrete slab floor with corrugated siding. The hangar measures 90 ft. wide by 60 ft. deep, or 5,400 sq. ft. The considered snow removal equipment building alternatives include: S0 – No-Build (Status Quo) The City of Waterville Maine Alternatives Analysis – Page 4-17 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
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2.0 Airport Role and Forecasts Fore
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2.1.1 Airport Service Area The airp
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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 and 94: Table 4.3 Apron Alternatives Analys
Page 95 and 96: F2: Upgrade and Utilize Old Telford
Page 97 and 98: must be given to the level of site
Page 99: H4: Expansion of Box Hangars on eac
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
Page 145 and 146: Circulars, maintaining financial re
Page 147 and 148: Airport Authority The Maine Legisla
Page 149 and 150: 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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