General Dick Stout Field: 2010 General Aviation Airport Runway 18/36 3,410 x Hangars 65 Based Aircraft St. George 177 Based A/C Cedar d City 65

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the Future of GENERAL DICK STOUT FIELD Hurricane, Utah December 16, 2010

General Dick Stout Field: 2010 General Aviation Airport Runway 18/36 3,410 x 40 43 Hangars 65 Based Aircraft St. George 177 Based A/C Cedar d City 65 Based da/c 2007 Utah State System Plan Ranked 12 th out of 47 Utah Airports for Based Aircraft

ARC Airport Reference Code

Direct Economic Impact Indirect Induced Direct + Indirect + Induced = Total General Dick Stout Field 46 Total Employment $939,600 Total Payroll $2,736,900 Total Output 16 th out of 41 Utah GA Airports 21 st out of 47 Utah All Airports Facilities Economic Impact Note: St. George Airport $5,641,500, Total Output Demand Service Source: 2003 Utah Division of Aeronautics

Why are we conducting this Airport Layout Plan Update? November 2006 Hurricane requested to be included in the FAA s National Plan of Integrated Airports System (NPIAS) = Eligible to receive Federal funding. August 2008 Armstrong Consultants, Inc. selected as airport consultant (Planning & Engineering) 2009 Completed Drainage Study & Terminal Layout Plan Update = Opportunity August 2010 Airport Layout Plan Update to address runway reconstruction ti needs/correct non-standard conditions

Airport Development Plan Capital Improvement Program From FAA Total $7,239,300 300

Airport Layout Plan Goals Reconstruct the runway that is in poor condition Correct Non-Standard Conditions Existing Runway 40 Feet Wide Existing Runway 3,410 Feet long 2060 South too close to runway end Line-of-Sight requirements not met Evaluate how to maximize the airports long-term potential Not just a plan for a Modern Airport, but a plan for the Future Airport!

2000 Airport Layout Plan: Runway 3,900 Plan NOT supported by FAA with roads located within the RPZ

Existing Conditions

Non-Standard Conditions

Non-Standard Conditions: Road Impact & Runway Width

Non-Standard Conditions: Effect Existing Runway 3,410 Reduced to 3,283 for landing RW 18; and takeoff and landing Runway 36 Declared Distances Required

Current Aircraft Flight Path Churches School Church Residence

Current Aircraft Flight Path: Church (2) and School AIRPORT SCHOOL CHURCH CHURCH

Current Aircraft Flight Path: Residence AIRPORT RESIDENCE

Non-Standard Condition: Line-of-Sight 1 st identify the problems = then develop solutions!

Alternative 1: Keep Runway in Existing Alignment

Alternative 1: Existing Alignment Advantages Provides the adequate wind coverage based on FAA requirements. Would provide a runway that meets FAA design standards. Disadvantages Requires complete reconstruction of existing pavement including significant earthwork. Constrains the runway to a maximum length of 4,047 feet. Increased closure time during reconstruction; airport closed for at least 1 year due to construction phasing. Requires the relocation of 1100W road Consistent with City Road Master Plan The maximum build out of the runway requires acquisition of a residence and land acquisition i i of approximately 30 acres. Moves the approach end of the runway toward the churches, school and residence. The estimated development Cost of Alternative 1 is $7-$10 million.

Hurricane Street Master Plan 1100 West Extension Airport

Alternative 2: Realign Runway (Initial Phase)

Alternative 2: Realignment Advantages Provides the adequate wind coverage based on FAA requirements. Would provide a runway that meets FAA design standards. Allows for an initial i i runway length of 4,000 feet, a future runway extension of 1,400 feet for a future runway length of 5,400 feet and an ultimate runway extension of 840 feet for an ultimate runway length of 6,240 feet. Moves M the runway end away from the churches h, school and residence. Allows the existing runway to remain open during the initial grading and drainage. Provides additional landside development area. Less potential for significant environmental impacts (socioeconomic). Provides more potential for aviation related commercial development (Business Aircraft) Disadvantages Requires significant earthwork for new runway. Requires the acquisition of approximately 40 acres of land. Requires the relocation of 1100W road Consistent with City Road Master Plan The estimated development Cost of Alternative 2 is $7 - $10 million.

Questions/Comments/Concerns Impact on property values Changes to zoning Extending 1100 West to 1500 South Hurricane Canal Company existing water line Types of aircraft using the airport Noise impacts Who is going to pay for the airport improvements? Safety Collapsible p soils Time frame for airport improvements Aircraft flight paths Proximity to new St. George Airport

Property Values Zoning

Alternative 2A: Realign Runway (Initial Phase South) No 1100 West Extension to 1500 South Avoid Existing Water Line No increase in Noise Enhance Safety Design for Collapsible Soils Aircraft Flight Paths

Alternative 2A: Realignment South Advantages Provides the adequate wind coverage based on FAA requirements. Would provide a runway that meets FAA design standards. Allows for an initial i i runway length of 4,000 feet and a future runway length up to 6,240 feet. Moves the runway end away from the churches, school and residence. Allows the existing runway to remain open during the initial iti grading and drainage. Provides additional landside development area. Less potential for significant environmental impacts (socioeconomic). Provides more potential for aviation related commercial development (Business Aircraft) Disadvantages Requires significant earthwork for new runway. Requires the acquisition of approximately 46 acres of land. Requires the relocation of 1100W road around Runway Protection Zone The estimated development Cost of Alternative 2A is $7 - $10 million.

New St. George Airport & Southern Parkway Initially new airport drive time longer When Southern Parkway complete drive time approximately 30 minutes (20 miles/60 mph) Phase I & II Complete..Link to SR-9?

Who pays for the Airport Improvements FAA Grant Funding 95% Yearly Entitlement Funds $150,000 Discretionary Funding State Apportionment Funding UDOT State Funding Up p to 2.5% Hurricane City 2.5% - 5% Project would be phased over 10 years

Airport Potential Long Term Plan: 10-20 Years Based on Demand Attract Business Aircraft Economic Development Opportunities Protects for future development NOT required Preserves City s Options

ARC: Airport Reference Code 4,000 Runway Length 5,400 400 + Runway Length

Small Aircraft Transportation System (SATS) SATS Components Aircraft Navigation & Weather Airports

SATS Components: AIRCRAFT Next Generation Aircraft Adams Avocet Cessna Cirrus Diamond Eclipse Embraer Epic Eviation Excel Honda Spectrum

SATS Components: AVIONICS Satellite Navigation, Weather & Communications GPS-WAAS (ILS-like approaches w/ Vertical Guidance

SATS Components: AIRPORTS Higher h Levels of Services & Facilities Opportunities for Economic Development Increased Community Understanding of Airport Value Compatible Land Use Planning

Airport Businesses Economic Development Opportunities Fixed Base Operator Flight School Aircraft Maintenance Aircraft Repair Restaurant Aircraft Sales Air Taxi/Charter Light Industrial Manufacturing Museum Community Economic Impact Based dai Aircraft Hangars Tourism Lodging Car Rental Field Trips/Education Taxes Jobs

Economic Development Opportunities Spanish Fork-Springville Airport, Utah Case Study Aeronautical and Non-Aeronautical related development

No Action Alternative No FAA grant funding City would pay 100% of cost to reconstruct runway City potentially liable for not meeting design standards could result in litigation in the event of an accident

Next Steps City Council s approval to move forward with an alternative ti to be included on the Airport Layout Plan Armstrong g Consultants recommends Realigning g the Runway Airport Board recommends Realigning the Runway Hurricane City Planning Commission supports the Realigning the Runway Environmental Assessment for Runway Realignment and Land Acquisition iti Land Acquisition for Realigned Runway and Replacement Road Design Replacement Road and Realigned Runway Construct Replacement Road / Grading and Drainage for Runway Pave Replacement Road and Realigned Runway +/- $10 million

Thank You! Questions Build a mile of road and go a mile Build a mile of runway and go anywhere!