Planning Advisory Committee - PAC Welcome

Planning Advisory Committee - PAC Welcome Opening Comments Dave Ruppel, HDN Airport Manager Introductions Planning Advisory Committee (PAC) members HDN Airport staff Jviation staff

Work-to-Date

Progress on Additional Study Components Geographic Information System (GIS) data Geodetic Control Aerial Photography - Complete Aeronautical Survey Planning for Compliance In Progress! Property Map Agreement Inventory Airport Layout Plan Airport Rules and Regulations Airport Minimum Standards External Influences and Pressures

Inventory Current Conditions

Aviation Activity Forecasts Passenger Enplanements Forecast 2013 2018 2023 2028 2033 Enplanements 105,309 120,985 138,995 159,686 183,457 Operations Forecast 2013 2018 2023 2028 2033 Operations 10,788 12,393 14,237 16,355 18,788 Based Aircraft Forecast 2013 2018 2023 2028 2033 Based Aircraft 9 10 10 11 11

Aviation Activity Forecasts Template for Comparing Airport Planning and TAF Forecasts AIRPORT NAME: Yampa Valley Regional Airport Airport AF/TAF Year Forecast TAF (% Difference) Passenger Enplanements Base yr. 2013 105,309 106,289-0.9% Base yr. + 5yrs. 2018 120,985 121,699-0.6% Base yr. + 10yrs. 2023 138,995 139,343-0.2% Base yr. + 15yrs. 2028 159,686 159,554 0.1% Base yr. + 20yrs. 2033 183,457 182,691 0.4% Commercial Operations Base yr. 2013 6,251 6,251 0.0% Base yr. + 5yrs. 2018 7,182 6,877 4.4% Base yr. + 10yrs. 2023 8,251 7,567 9.0% Base yr. + 15yrs. 2028 9,479 8,317 14.0% Base yr. + 20yrs. 2033 10,890 9,143 19.1% Total Operations Base yr. 2013 10,788 10,744 0.4% Base yr. + 5yrs. 2018 12,393 11,599 6.8% Base yr. + 10yrs. 2023 14,237 12,529 13.6% Base yr. + 15yrs. 2028 16,355 13,523 20.9% In Review! Base yr. + 20yrs. 2033 18,788 14,610 28.6% Based Aircraft Base yr. 2013 9 4 125.0% Base yr. + 5yrs. 2018 10 4 138.7% Base yr. + 10yrs. 2023 10 4 153.3% Base yr. + 15yrs. 2028 11 4 168.8% Base yr. + 20yrs. 2033 11 4 185.2% NOTES: TAF data is on a U.S. Government fiscal year basis (October through September).

Facility Requirements Facility Runway Protection Zone Improvements Recommended Acquire 46 acres in fee simple or avigation easements for the Runway 10 RPZ Relocate county Road 51 outside of the Runway 28 RPZ Paved 25-foot taxiway shoulders Reconstruct Taxiways A3 & A4 to TDG 5 during the next major pavement rehabilitation project Taxiway Design Relocate Taxiway A4 out of direct access between the apron and Runway 10/28 Limit the number of taxiways located within the high energy area of runway (Taxiways A3 & A4) Runway Blast Pads Construct paved blast pad to Runway 28 Runway Surface Perform routine maintenance Replace the Runway 28 PAPIs, the lighted wind cone and segmented circle, and the Navigational Aids supplemental wind cones Commercial Apron Pavement Expand commercial apron Ticketing Add 590 sf ticket queuing space Baggage Make-Up Expand baggage make-up by 955 sf Holdrooms Expand holdroom space as gates are added Secure Concessions Add 1,906 sf secure concessions space Rental Cars Add 520 sf for rental car counters and queuing Secure Circulation Add 2,276 sf of secure circulation Restrooms Expand secure-side restrooms TSA Checkpoint Expand or reconfigure security checkpoint TSA Offices Additional TSA office space may be required Gates Reserve additional gate space Transient Aircraft Parking Add 10,986 sy of additional transient aircraft apron space by 2033

Facility Requirements Facility Improvements Recommended GA Apron Pavement Perform preventative pavement maintenance and pavement maintenance plan Aircraft Storage Facilities Add 13,533 sf of additional hangar space by 2028 FBO Facility Needs Improve and relocate FBO facilities Improve the intersection of U.S. Highway 40 and County Road 51B Regional Transportation Network Improve roadway portion of County Road 51A to the Airport On-Airport Circulation Roadways Perform roadway maintenance on Terminal Way Terminal Auto Parking Add 272 additional vehicle parking spaces by 2033 GA Auto Parking Add 15 additional GA auto parking spaces Snow Removal Equipment Replace the 1996 Oshkosh 4x4 plow truck, the 1999 Stewart & Stevenson 4x4 broom, and the 1999 Dodge pickup for Bowmonk breaking action Expand ARFF storage by 1,200 sf ARFF/SRE Building Add SRE bay or 3,000 sf cold storage Airport maintenance facilities Replace Quonset hut Ground Service Equipment Reserve dedicated covered space for GSE maintenance Expand glycol recovery pond capacity Deicing Facilities Relocate GA deice pad out of the TSA and TOFA Utilities Install cables for conduit line in east GA development area for communication

Runway Design Code (RDC) Runway 10/28 C-IV, > 1 mile precision instrument approach Boeing 757-200

Runway Capacity Theoretical Capacity Operations Maximum ASV 210,000 80% ASV 168,000 60% ASV 126,000 HDN Operations 2012 10,781 2033 (Forecast) 14,610 The 20-year planning period will not exceed 60% of the ASV; additional runways will not be required.

Runway Orientation All Weather 10.5-Knots 13-Knots 16-Knots 20-Knots Runway 10 85.20% 90.97% 97.77% 99.43% Runway 28 97.00% 98.31% 99.29% 99.78% Combined Runway 10/28 98.89% 99.60% 99.90% 99.99% IFR 10.5-Knots 13-Knots 16-Knots 20-Knots Runway 10 85.31% 91.08% 97.87% 99.47% Runway 28 96.95% 98.27% 99.28% 99.78% Combined Runway 10/28 98.89% 99.60% 99.90% 99.99% The runway orientation provides more than 95% wind coverage; no runway reconfiguration or crosswind runway is recommended.

Runway Length FAA Recommendations Airport & Runway Data Airport Elevation Mean Daily Maximum Temperature of the Hottest Month 6,606 feet 87.2 F Maximum Difference in Runway Centerline Elevation 26 feet Runway Length Recommended for Airport Design Small Airplanes with Approach Speeds <30 Knots 498 feet Small Airplanes with Approach Speeds <50 Knots 1,328 feet Small Airplanes with <10 Passenger Seats 95% of these Small Airplanes 1 N/A 100% of these Small Airplanes 8,100 feet Large Airplanes with MTOW of > 60,000 lbs 75% of these Large Airplanes at 60% Useful Load 75% of these Large Airplanes at 90% Useful Load 100% of these Large Airplanes at 60% Useful Load 100% of these Large Airplanes at 90% Useful Load 7,700 feet* 8,500 feet 11,000 feet* 11,000 feet* 1 Use only 100% of small airplanes with less than 10 passenger seats for airport elevations exceeding 3,000 feet. *Climb limitation is shown. Actual recommended runway length exceeds climb limitations.

Runway Length Large Aircraft Fleet CESSNA 550 CITATION II CESSNA 525 CITATION (CJ-1) CESSNA 560 CITATION V ULTRA LEAR 31 CESSNA 525A CITATIONJET II (CJ-2) SABRELINER 60 CESSNA 560 CITATION ENCORE CESSNA 560 CITATION EXCEL CESSNA 550 CITATION BRAVO BEECH 390 PREMIER BEECH 400A LEAR 45 SABRELINER 75a/80 FALCON 900 FALCON 50 CANADAIR CL-300 CHALLENGER LEAR 35/36 GULFSTREAM G350 CESSNA 750 CITATION X CESSNA 650 CITATION III/VI FALCON 2000 HAWKER 125-1000 HDN RUNWAY LENGTH LEAR 55 LEAR 60 HAWKER 125-800 GULFSTREAM G450 SABRELINER 65 CANADAIR CL-601-3A/3R CANADAIR CL-604 CHALLENGER GULFSTREAM G550 BOEING BBJ AIRBUS A319/ACJ CANADAIR CL-800 CHALLENGER CANADAIR BD-700 GLOBAL BOEING 737-800/BBJ2 BOEING 757-200 5,764 5,930 6,114 6,537 6,556 6,703 6,814 6,869 6,887 7,241 7,935 8,028 8,470 8,875 8,940 8,949 9,464 9,556 9,722 9,740 9,906 9,925 9,998 10,035 10,127 10,164 10,293 10,293 10,753 10,753 11,140 11,462 11,618 11,848 11,857 13,118 14,527 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 Runway Length (feet)

Runway Length Runway 10/28 9,998 feet Accommodates 75% of large airplanes weighing less than 60,000 pounds at 90% useful load Accommodates approximately 61% of the commercial & business jet fleet operating at HDN The runway length is sufficient; no runway extension is recommended.

Runway Geometry Existing Runway 10/28 C-IV Visibility > 1 Mile C-IV Visibility > ¾ Mile C-IV Visibility < ¾ Mile Runway Width 150 feet 150 feet 150 feet 150 feet Runway Shoulder Width N/A 25 feet 25 feet 25 feet Runway Blast Pad Width 200 feet N/A 200 feet 200 feet 200 feet Runway Blast Pad Length 200 feet N/A 200 feet 200 feet 200 feet Runway Centerline to Hold Bars 316 feet 316 feet* 316 feet* 316 feet* 25-foot paved runway shoulders are scheduled to be constructed in 2015. A blast pad to Runway 28 is recommended.

Runway Pavement Strength Boeing 757-200 MTOW Runway 10/28 Single Wheel Gear -- 75,000 lbs Dual Wheel Gear -- 170,000 lbs Dual Tandem Wheel Gear 255,000 lbs 260,000 lbs Runway 10/28 s pavement strength accommodates the critical aircraft; no additional strengthening is recommended.

Runway Surface 2012 Pavement Condition Index (CDOT) Runway 10/28 (and several taxiways) are scheduled to be rehabilitated in 2014. Routine maintenance (i.e. joint & crack sealing), should be performed on a scheduled basis to extend pavement life.

Taxiways Criteria Taxiway A TDG 5/ADG IV Taxiway Width 75 feet 75 feet Taxiway Shoulder Width N/A 25 feet No existing taxiways have paved shoulders 25-foot paved taxiway shoulders are recommended.

Taxiways Taxiway System Using TDG 5 & TDG 6 Taxiways A1, A2, A5, A6, and A7 are scheduled to be widened to TDG 5 standards (2014). Reconstructing Taxiways A3 and A4 to TDG 5 standards is recommended.

Taxiways Taxiway Design Standard Recommendations Taxiway A5 is scheduled to be relocated (2014). Study alternatives for Taxiway A4 to eliminate direct apronrunway access and limit runway crossings within the High Energy area of the runway.

FAA Safety & Separation Design Criteria Criteria Runway Safety Area Width Length Beyond RW End Runway Object Free Area Width Length Beyond RW End Runway Object Free Zone Width Length Beyond RW End Precision Object Free Zone Width Length Runway CL to Parallel TW CL Taxiway A Runway CL to Aircraft Parking Existing RWY 10 RWY 28 500 feet 1,000 feet 800 feet 1,000 feet 400 feet 200 feet N/A N/A 500 feet 1,000 feet 800 feet 1,000 feet 400 feet 200 feet RDC C-IV Visibility > 1 Mile 500 feet 1,000 feet 800 feet 1,000 feet 400 feet 200 feet N/A N/A RDC C-IV Visibility > ¾ Mile 500 feet 1,000 feet 800 feet 1,000 feet 400 feet 200 feet N/A N/A RDC C-IV Visibility < ¾ Mile 500 feet 1,000 feet 800 feet 1,000 feet 400 feet 200 feet 200 feet 800 feet 400 feet 400 feet 400 feet 400 feet 526 feet 500 feet 500 feet 500 feet All runway separation design standards are met.

FAA Safety & Separation Design Criteria Criteria Taxiway A TDG 5/ADG IV Taxiway Safety Area Width 171 feet 171 feet Taxiway Object Free Area Width 259 feet 259 feet Taxiway Centerline to Parallel Taxiway/Taxilane Fixed or Movable Object N/A 134 feet 215 feet 129.5 feet Taxiway Wing Tip Clearance 44 feet 44 feet All taxiway separation design standards are met.

Runway Protection Zone (RPZ) Approximately 46 acres of the Runway 10 RPZ are not on airport property or protected by an avigation easement CR 37 & a railroad are located within the Runway 10 RPZ CR 51 is located within the Runway 28 RPZ

Runway Protection Zone (RPZ) RPZ Criteria Approach RPZ Length Inner Width Outer Width Departure RPZ Length Inner Width Outer Width Existing RWY 10 RWY 28 1,700 feet 1,000 feet 1,510 feet 1,700 feet 500 feet 1,010 feet 1,700 feet 500 feet 1,010 feet 1,700 feet 500 feet 1,010 feet RDC C-IV Visibility > 1 Mile 1,700 feet 500 feet 1,010 feet 1,700 feet 500 feet 1,010 feet RDC C-IV Visibility > ¾ Mile 1,700 feet 1,000 feet 1,510 feet 1,700 feet 500 feet 1,010 feet RDC C-IV Visibility < ¾ Mile 2,500 feet 1,000 feet 1,750 feet 1,700 feet 500 feet 1,010 feet RPZ design criteria is met for RDC C-IV with visibility minimums >1 mile. Approximately 46 acres should be acquired in fee simple or avigation easements for the Runway 10 RPZ. Roads within the RPZs should be relocated or mitigated, as practical.

Modifications to Standards Standard Approval Date Airspace Case No. Runway 10/28 Shoulder Gradient 9/27/1993 Taxiway A9 Gradient --- Case #93 ANM D-078- NRA AIP project 3-08-0031-12 Paved shoulders will be constructed in 2015, eliminating the need for the Runway 10/28 shoulder gradient MOD. All MODs for taxiway gradients have been corrected.

Instrument Approaches Runway 10 Approach Lowest Minimums Decision Height (feet-agl) ILS or LOC/DME Y 7,371 2¾ mile 800 feet RNAV (RNP) Z 6,913 1¼ mile 400 feet RNAV (GPS) Y 7,037 1½ mile 500 feet Runway 28 Approach Lowest Minimums Decision Height (feet-agl) RNAV (GPS) 7080 1 mile 500 feet Circling Approach Lowest Minimums Decision Height (feet-agl) VOR/DME B 7,900 1¼ mile 1,300 feet It is recommended to continue monitoring the implementation of NextGen.

Airspace & Obstructions Part 77 Primary Surface Approach Surface Horizontal Surface Conical Surface Transitional Surface Obstructions Update on Survey Status

Terminal Needs

Terminal Needs Type of Occupancy Existing Conceptual (Apron Level) SF Planning Factor 2013 2018 2023 2033 Ticket Counter Queuing 1,390 5.00 SF/PHOP 1,570 1,750 1,865 1,935 Outbound Baggage 3,830 6.19 SF/PHP 3,881 4,333 4,618 4,785 Concessions (Secure) 2,130 0.0110 SF/ANN 2,317 2,662 3,058 4,036 Rental Car Counter Area Rental Car Queuing Area 470 110 0.0025 0.0005 SF/ANN SF/ANN 527 105 605 121 695 139 917 183 Circulation (Secure) 1,760 0.011 SF/ANN 2,317 2,662 3,058 4,036 Restrooms (Secure) 1,230 2.00 SF/PHP 1,254 1,400 1,493 1,546 TSA Security Screening 2,500 1,400 SF/CHKPT 2,800 2,800 4,200 4,200 TSA Reconciliation Area/Secure Exit 490 2.00 SF/PHOP 628 700 746 774 TSA Offices 100 1.50 SF/PHOP 471 525 560 581 Additional terminal reconfiguration/expansion alternatives for the first level will be evaluated in Chapter 5, Alternatives Analysis. The second level terminal areas meet existing demand. It is recommended to keep the terminal building within its existing footprint by reallocating space on the second level for future expansion.

Gates & Commercial Apron Existing 2013 2018 2023 2033 Aircraft at Peak Hour 8 8 7 9 8 Load Factor (Peak Season) 70% 70% 73% 73% 75% Peak Hour Enplanements 360 360 380 414 476 Gate(s) 3 3 4 4 5 Existing- all 6 aircraft positions are occupied during the peak hour By 2033, 6 to 7 aircraft may be parked simultaneously on the apron Apron expansion alternatives are recommended to accommodate future activity. Additional gate space should also be reserved.

Gates & Commercial Apron Existing Aircraft Parking Positions

GA Apron 2013 2018 2023 2028 2033 Peak Day Operations 17 19 22 25 29 Existing Large Aircraft Parking Positions Available Peak Day Transient Aircraft Parking Positions Requirement Transient Aircraft Parking Position Requirements Surplus/(Deficit) Existing Transient Parking Apron Available (SY) Peak Day Transient Aircraft Parking Apron Requirement (SY) Transient Aircraft Parking Apron Requirements Surplus/(Deficit) (SY) 4 4 4 4 4 8 10 11 13 14 (4) (5) (6) (8) (10) 4,930 4,930 4,930 4,930 4,930 9,136 10,495 12,058 13,852 15,916 (4,206) (5,565) (7,128) (8,922) (10,986) Additional GA transient apron space is recommended in the short-term.

Hangars Year Based GA Aircraft Based Aircraft Using Tie-Downs Minimum Hangar Space Required (SF) Current Hangar Space (SF) Hangar Surplus or Shortfall (SF) 2013 9 0 57,900 60,900 3,000 2018 9 0 57,900 60,900 3,000 2023 10 0 67,667 60,900 (6,767) 2028 11 0 74,433 60,900 (13,533) 2033 11 0 74,433 60,900 (13,533) Aircraft hangar storage is currently under capacity. Approximately 13,500 square feet will be needed by the end of the planning period.

FBO Facility FBO facilities have been planned for relocation to the East GA Development Area Expansion options for the future relocation of FBO facilities will be evaluated in the Alternatives Analysis.

On-Airport & Off-Airport Roadways The intersection of US Highway 40 and CR 51B currently does not meet federal and state design standards Improvements are needed from CR51A to the Airport entrance Terminal Way will need maintenance in less than 10 years An on-airport vehicle service roadway (VSR) will be constructed in 2014-2015, connecting GA apron to the East GA Development Area, and the ARFF/SRE building area Roadway improvements are recommended for the intersection of US Highway 40 and County Road 51B, and County Road 51A to the Airport. Roadway maintenance will be required on Terminal Way prior to 2023.

Auto Parking

Auto Parking Terminal Auto Parking 2013* 2018 2023 2033 Annual Enplanements 105,309 120,985 138,995 183,457 Short-Term/Long-Term Parking Spaces Requirement 367 422 484 639 Parking Spaces Surplus/(Deficit) 0 (55) (117) (272) GA Auto Parking 2013* 2018 2023 2033 Itinerant GA Operations 3,262 3,747 4,305 5,682 Short-Term/Long-Term Parking Spaces Requirement 20 23 26 35 Parking Spaces Surplus/(Deficit) 0 (3) (6) (15) 272 additional terminal parking lot spaces are recommended by 2033. Parking lot rehabilitation and maintenance are recommended. 15 additional paved parking spaces are recommended for the GA auto parking lot.

Support Equipment ARFF Vehicle Water Capacity AFFF Capacity Dry Chemical Capacity 2013 Rosenbauer Panther 3,000 gallons 400 gallons 500 pounds 2009 Rosenbauer Panther 3,000 gallons 400 gallons 500 pounds 1992 Emergency One Titan 1,500 gallons 195 gallons 500 pounds HDN is anticipating the replacement of the 1992 Emergency One Titan in April 2014. No additional ARFF equipment is recommended for the planning period.

Support Equipment Year Snow Equipment Condition Use 1996 Oshkosh 4x4 Plow Truck with 14 blade & sander Fair Secondary 1994 Oshkosh 4x4 Snow Blower with 102 blower head Good Secondary 1999 Stewart & Stevenson 4x4 Broom with 20 broom head Fair Primary 2011 GMC Pikcup for Bowmonk Breaking Action Excellent Secondary 2010 Western Star Broom truck with 20 broom head Good Primary 1995 John Deere loader Good Primary 2013 John Deere Tractor with loader and rear blade New Primary 2009 Printoh Snow Cat with blade Excellent Primary 1999 Dodge 2500 Pickup for Bowmonk Breaking Action Fair Secondary 2001 Ford Explorer for Bowmonk Breaking Action Good Primary 2005 Stewart Stevenson 4x4 Snow Blower with 102 blower head Good Primary 2000 Volvo 6x6 Dump Truck with 20 blade Good Primary 2006 Cat 140H Grader with 14 wing Good Primary 2013* Bobcat Skid Steer Excellent Primary 2006 Cat 966H Loader with 24 Gerstadt snowplow Excellent Primary 2007 Cryotech Spray Bar Excellent Primary 2012 Oshkosh 4x4 Snow Blower with 102 blower head Excellent Primary Three SRE vehicles are recommended to be replaced. Additional SRE will be needed as FBO facilities expand in the East GA Development Area.

Support Facilities ARFF/SRE Building 2 levels; 34,000 sf 6 total bays, 4 with drive-through access 2 bays for ARFF storage Not wide enough for Index C ARFF vehicles 4 bays for SRE storage 1 SRE bay temporarily storing ARFF truck 1 SRE truck stored in airport maintenance facilities SRE also stored outside on SRE/ARFF apron The ARFF/SRE facility is over capacity. An additional 1,200 sf for ARFF and one bay or 3,000 sf in cold storage is needed for SRE during the planning period.

Support Facilities Airport Maintenance Facilities 3 separate buildings Quonset hut Stores SRE vehicle In poor condition Wood shop In good condition Cold storage building Stores ARFF truck In good condition The Quonset hut is in poor condition and will need replaced during the planning period. All other airport maintenance facilities are in good condition.

Support Facilities Deicing GA deice pad located within the Taxiway Safety Area & Taxiway Object Free Area

Support Facilities Deicing No contaminant recycling program Glycol ponds reach capacity during wet, winter seasons The GA deice pad should be relocated outside of the TSA & TOFA; alternatives will be evaluated in Chapter 5. Options for expanding the glycol recovery pond capacity are recommended.

Public Engagement Efforts Public Engagement and Education Meetings & Engagement Surveys (Tenants & Users) Airport Tours (General Public) Working Papers (PAC) Open Houses (General Public) Stakeholder Meetings (Targeted Audience) Civic Group Briefings Work Sessions & Public Hearing (BOCC) Communication & Education Airport Website Media Outreach (PSA s, display ads) Brochures Informational Video/ Government TV

Outreach Briefings Joint Craig/Moffat elected officials Local Marketing District Board Airport employees Yampa Valley Airport Commission Board of County Commissioners Monthly update in HDN s News in Brief Surveys Distributed to: Airlines Rental car companies Aircraft owners/operators Airport tenants Passengers (via website) www.co.routt.co.us/index. aspx?nid=440 Outbound passenger survey was conducted onsite February 2014

Passenger Terminal Survey Results 87 total responses (online + in-person) In-Person Passenger Terminal Surveys conducted Feb. 20 th Majority of passengers are out-of-state (49%) High percentage of passengers are local (47%) 49% Resident Profile 1% Local 3% 47% In-State Out-of-State International Country

Passenger Terminal Survey Results The majority of passengers are willing to pay between $100-$200 to travel to/from HDN 10% of passengers are willing to pay over $300 Most passengers choose HDN for proximity and convenience Traveling to/from HDN: How much more passengers are w illing to pay 27% 10% 36% 27% 23% Up to $100 $100-$200 $200-$300 $300+ Other Considerations for Choosing HDN 13% 11% Convenience Airfare Proximity 32% 21% Reliability Other

Passenger Terminal Survey Results 92% of passengers rated overall terminal quality very good to excellent Excellent rating of overall travel experience at HDN Overall Term inal Quality Overall Rating of Travel Experience at HDN 1% 4% 3% 7% Poor (0%) Fair Excellent 63% 29% Good Very Good 27% 66% Fair Poor N/A Best/Excellent

Focus Group Meetings Focus Group meetings were held on March 10 th, 11 th and 12 th Groups included: Chamber, local businesses, Ski Company and LMD representatives Airport tenants Airport employees Ignite! Local governments Feedback is still being received from those unable to attend

Focus Group Meetings Participants were asked: What do you like about the airport? What can be improved at the airport? If you could change one thing at the airport, what would that be? Feedback included Terminal is much improved Traffic flow/circulation is confusing Staff is very friendly and helpful Air service reliability needs to be improved

Airport Tours Conducted January, February, and March 9 attendees Advertised through display ads in Steamboat Pilot & posters at around town Scheduled for April 16 th and May 14 th Contact Ann at 970-276-5001 to reserve a spot In the Works Video production Open House

Project Timeline

Next Steps Finalizing of Phase II Deliverables PAC comments on Working Paper #2 available 03/27/2014 with comments due 04/17/14 FAA approval of Forecast Initiation of Phase III Deliverables Alternatives Analysis Ongoing Public Outreach PAC Meeting BOCC briefings