Submission Airport, 30 September 2020

Attachments:

• Hobart Airport Master Plan, January 2020

• General Plan - Master Plan 2020 - Procedures for Air Navigation Services – Aircraft Operations Surface (PANS OPS), 1 July 2019

• Lowest surfaces - Procedures for Air Navigation Services – Aircraft Operations Surface (PANS OPS)

• General Plan - Master Plan 2020 - Obstacle Limitation Surface (OLS), 12 February 2020

From: Luke Clasener Sent: Wednesday, 30 September 2020 11:13 AM To: TPC Enquiry Cc: Rhiannon West Subject: FW: Clarence draft Local Provisions Schedule Attachments: Clarence draft LPS - TPC letter directions prior to hearing, 29 September 2020.pdf

Good morning, As requested in the attached letter, please find included in the below link the following information related to safeguarding of airports overlay mapping:

 Current version of HBA Noise modelling  Current HBA Prescribed Airspace models covering: o Obstacle Limitation Surface (OLS) o Procedures for Air Navigation Services – Aircraft Operations Surface (PANS OPS) https://hobartairport‐ my.sharepoint.com/:f:/g/personal/lclasener_hobartairport_com_au/Ek9noYWYadJFhZ5QFTnOoJIB‐ SNbmn3oWeaHzE6Uh0HzVA?e=SaQv78

If there are any questions or issues accessing the files, please do not hesitate to contact me directly.

Regards,

Luke Clasener Airport Planner M: 0417 222 390 | 6 Hinkler Road Cambridge TAS 7170 E: [email protected]

1

January 2020

Hobart Airport Master Plan ANEF

Report

Hobart Airport ANEF Report

Report Luke Clasener Airport Planner Hobart Airport

To70 Aviation Australia

Suite 19, 70 Racecourse Road, North Melbourne VIC 3051 Email: [email protected]

North Melbourne, January 2020

30 January 2020 19.061.01 page 1/18

Table of Contents 1 Introduction ...... 3 2 Inputs and Assumptions ...... 4 2.1 General settings ...... 4 Weather ...... 4 Aerodrome Reference Point (ARP) ...... 4 and helipad coordinates ...... 4 Terrain ...... 5 2.2 Traffic ...... 5 Aircraft mix and INM representative ...... 6 Usage splits ...... 6 Day and night operations ...... 7 Tracks and usage ...... 7 2.3 Origin/Destination distribution ...... 10 3 Results ...... 12 3.1 ANEC results ...... 12 Appendix A: Forecast input ...... 14 Appendix B: Assigned Tracks by Aircraft ...... 15 Appendix C: Track allocation ...... 16 Appendix D: Capacity ...... 17

Table of Figures

Figure 1 - Runway 12 Arrival tracks ...... 8 Figure 2 - Runway 30 Arrival tracks ...... 8 Figure 3 - Runway 12 Departure tracks ...... 9 Figure 4 - Runway 30 Departure tracks ...... 9 Figure 5 - Helicopter Departure and Arrival Tracks ...... 10 Figure 6 - ANEC isolated contours ...... 12 Figure 7 - Standard 20-year ANEC contour ...... 13 Figure 8 - Runway use configuration definition from Figure 2-1 of AC 150/5060-5...... 17

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1 Introduction

To70 Aviation Australia (To70) has been appointed by Hobart Airport (HBA) to develop a standard 20-year ANEF for the 2020 Hobart Airport Master Plan.

The airport noise contours are produced using Integrated Noise Model (INM) version 7.0d which is the current version. INM is a computer noise prediction model developed by the U.S. Federal Aviation Administration used for airport noise assessments worldwide and Australia.

This document presents inputs, assumptions and results of the noise model calculations, including the parameters used to build the INM model.

Note that this report has been updated to reflect the recent changes to the aircraft movement forecast numbers in the previous report (Hobart Master Plan ANEF – Report V3). In addition to the forecast movement changes, runway departure track RN_BINIK is removed from the model as the procedure was not included in the final airspace design. Other parameters remain largely the same as the previous report.

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2 Inputs and Assumptions

This section details the general settings of the INM model, as well as the inputs and parameters used. A list of the provided inputs which formed the basis of this document is detailed below.

Table 1 - List of provided inputs Description Received from Date Hobart Airport_Airside Extraction_MGA_112618.dwg Luke Clasener 07/03/2019 Airfield Pavements - Aircraft Forecast v3 FINAL.xlsx Itinerant movements - aurecon.xlsx Luke Clasener/David 20181108 HBA Forecast PPT_Revised Base Case.pptx 04/03/2019 Farrell 20181108 HBA DDFS_Revised Base Case.xlsx 20181108 HBA Forecast PPT_Revised Base Case.pptx Airservices new HBA procedures in pdf format Luke Clasener 20/05/2019 HOBART_ROTORLIFT_HELIPAD_2014.pdf Luke Clasener 10/06/2019 13014w105a Airfield Pavements - Aircraft Forecast Luke Clasener 20/12/2019

2.1 General settings

Weather Average weather parameters for temperature, humidity, pressure and headwind in the model were created from Bureau of Meteorology (BoM) daily observation data for the period from May 2019 – April 2018 from the nearest weather station at Hobart Airport {station 094008} based on 9AM and 3PM averages. Weather settings are as follows:

Table 2: Weather settings Parameter Value Temperature 16.9°C Pressure 760.28 mm-Hg Headwind 14.8 km/h

Aerodrome Reference Point (ARP) Details of the HBA ARP is shown below:

Table 3 Hobart Airport aerodrome reference point Description Latitude Longitude Elevation (m)

ARP -42.8361 147.5103 2.25

Runway and helipad coordinates The airport layout used for the ANEC includes the main runway (12/30) and one helipad. It has been noted that the airside helicopter landing pad has been removed, however an alternative helicopter landing area is available nearby at the Rotorlift site. Although the landing pad has been removed, the Airservices published ERSA references the former helipad site as the aiming point for helicopter operations. Runway end coordinates are obtained from the CAD file provided by HBA on 07/03/2019 (Hobart Airport_Airside

30 January 2020 19.061.01 page 4/18

Extraction_MGA_112618.dwg). Helipad coordinates are obtained from the Rotorlift survey report (HOBART_ROTORLIFT_HELIPAD_2014.pdf) on 10/06/2019.

Table 4 Hobart Airport runway coordinates Runway End Latitude Longitude Length/width (m) Elevation (ft) Displ. threshold

12 -42.8282 147.5010 12 119m 2,727 x 45 30 -42.8367 147.5317 13 -

Helipad -42.8392 147.5006 - 13 -

Terrain Local terrain data has been sourced from NASA’s Shuttle Radar Topography Mission (SRTM) and was imported into the INM noise model.

2.2 Traffic RPT and Non-RPT forecast traffic movements were provided by Hobart Airport on 04/03/2019; detailing the predicted number of movements for a long-term timeframe. The standard 20-year forecasted movements in this study is expected to be 55,162 total aircraft movements. The total forecasted movements include Helicopter traffic, which is derived from a simple linear growth model based on historic movements from 2010-2014.

The envisaged proportion of each category of aircraft is detailed in Table 5 below. Further details of movement numbers are shown in Appendix A: Forecast input.

Table 5 – Approximate aircraft category proportions Average annual INM Category Type Share day movements Representative in 2040 B737-800 737800 33.18% 50.14

A320-211 A320-211 16.59% 25.07

RPT A321-232 A321-232 16.59% 25.07

B737-800 737800 1.54% 2.00

A350 7878R 3.08% 2.82

A320-211 A320-211 0.51% 0.77 ARCTIC C17 C17 0.54% 0.82

Metroliner 1900D 0.30% 0.46

B737-800 737800 0.76% 1.15 Freight A330-200 A330-301 0.32% 0.48

777300 777300 0.32% 0.48

BE20 1900D 2.04% 3.08

Other Bombardier650 BD700 0.57% 0.86

B737-800 737800 0.38% 0.58

Helicopter Bell 206 JetRanger B206L 5.84% 8.83

30 January 2020 19.061.01 page 5/18

Sikorsky Seaking S61 S61 6.18% 9.34

Eurocopter AS350 EC130 6.64% 10.04

Totals 100% 141.97

Aircraft mix and INM representative A large number of unique aircraft types currently operate at HBA. These unique aircraft types are assigned into a representative INM aircraft type based on size, performance, type and number of engines. To70 will model the forecast aircraft data using INM equivalents detailed in Table 6 below. Note that all helicopters have been modelled with helicopter substitutions of similar nature due to the lack noise data for the forecasted helicopters in INM. This has been acknowledged as a known limitation in INM.

Table 6 - INM Aircraft representatives INM description Aircraft in Forecast Aircraft representative in INM -800 B737-800 737800 Airbus A320-211 A320-211 A320-211 Airbus A320-232 A321-232 A321-232 Boeing 787-8R A350 7878R Boeing 787-8R 7878R 7878R -300 777300 777300 Boeing C17 Globemaster C17 C17 Beech 1900D Metroliner 1900D Airbus A330-301 A330-200 A330-301 Boeing 777-300 777300 777300 Beech 1900D BE20 1900D Gulfstream GV Bombardier650 GV Bell 206B-3 Bell 206 JetRanger B206B3 Bell 430 Sikorsky Seaking S61 B430 EuroCopter EC-130 Eurocopter AS350 EC130

Usage splits The following runway utilisation proportions based on the previous HBA ANEF study in the 2015 Hobart Airport Master Plan, which should be also based on observation of predominant wind direction, shown in Table 7.

Table 7 - Runway usage split Usage proportion Runway 46.8% 12 53.2% 30

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Day and night operations INM calculations weigh night-time flights more heavily than day-time flights. Daytime operations are defined as 0700-1900 and night-time is defined as 1900-0700 in the ANEF system. To accurately model noise impacts, a day / night split of operations was defined, shown in Table 8. The day and night movement proportions are based on the previous HBA ANEF study and design day RPT schedule provided by HBA on 04/03/2019.

Table 8 - Daytime and night-time operation split Proportion Description 78.1% Day 21.9% Night

Tracks and usage This section shows the expected flight paths at HBA. The tracks were created from the new flight procedures received from and HBA on 20/05/2019. Departure tracks are dispersed by 0.5NM in order to emulate the typical departure track spread. Arrival Tracks are not dispersed on the basis that they are strictly controlled. The figures below detail the tracks that are used in the INM model.

Note that the runway 12 RNAV-Z flight path has been left out of the model and is represented by VORZ_DCT track in order to simplify similar flight paths.

Airservices have introduced the Hobart Airspace Review on the 06/11/19 and have advised that the RN_BINIK departure track on Runway 30 will not be included in the final airspace design, as well as the addition of two flight procedures. The review also introduced two new flight paths; IPLET Five Victor and MORGO One Victor arrivals for runway 30. For simplicity, these flight paths will be represented by the IPLET_5W and MORGO_1W tracks due their similarities.

30 January 2020 19.061.01 page 7/18

Figure 1 - Runway 12 Arrival tracks

Figure 2 - Runway 30 Arrival tracks

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Figure 3 - Runway 12 Departure tracks

Figure 4 - Runway 30 Departure tracks

30 January 2020 19.061.01 page 9/18

Figure 5 - Helicopter Departure and Arrival Tracks

2.3 Origin/Destination distribution The following city pairings are based on a design day schedule provided by HBA on 04/03/2019. Table 9 shows the origin/destination pairs and stage length and the percentage of flights that go to/come from the airport. Flight track allocation is based on the city pairings, as well as aircraft type and stage length. The tracks have been allocated based on the direction of the flight paths with respect to the city pairings.

Note that due to the change in forecasted numbers received on 20/12/19, a number of international flights have been removed. Due to the removed flights, the city pair allocations have shifted slightly compared to the previous city pairs in the previous iteration of the study (Hobart ANEF – report V3).

Table 9 – Origin/Destination distribution City Pair Stage length Percentage of flights Adelaide 2 6.34% Auckland 3 2.54% Brisbane 2 7.61% Canberra 1 5.07% Christchurch 3 2.54% Cairns 4 5.07% Melbourne/Hong Kong 6 1.27% Melbourne 1 27.89% Nadi 4 2.54% Newcastle 2 2.54%

30 January 2020 19.061.01 page 10/18

City Pair Stage length Percentage of flights Gold Coast 2 8.87% Beijing 7 1.27% Perth 4 5.07% Shanghai 7 1.27% Singapore 6 1.27% Sydney 2 17.75% Arctic 4 1.12%

30 January 2020 19.061.01 page 11/18

3 Results

This section details the results of the noise modelling and provides a description of the metrics used to generate the noise contours. To70 has generated the following contours for HBA:

• Standard 20-year ANEC • N-contours day (N60, N65, N70) and night (N60)

3.1 ANEC results ANEC contours are used to quantify the noise impact of airport development scenarios. These maps are based on assumptions about the size, shape and demand of aircraft and airport operations, and can relate to the distant future. Because the concepts and scenarios are hypothetical and may never occur, the maps produced have no official status for land-use planning purposes. The ANEC uses the Effective Perceived Noise Level (EPNL) which applies a weighting to account for the fact that by the human ear is less sensitive to low audio frequencies.

The 20 ANEC contour is located away from most noise sensitive areas. The 2020 ANEC contour is similar to the previous ANEF contour generated in 2014 for the 2035 forecast and similar in shape for the Ultimate ANEF. These differences are due to the change in flight tracks and differences in the annual forecast. One of the more significant differences in the 2020 ANEC is the additional isolated contours in the North- Western direction of HBA shown in Figure 6. These isolated contours are caused by the elevated terrain in the area. The ANEC contour is presented in Figure 7.

Figure 6 - ANEC isolated contours

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Figure 7 - Standard 20-year ANEC contour

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Appendix A: Forecast input

Arrivals Departures Runway/Helipad Aircraft Totals Day Night Day Night 1.66 Runway 12 Metroliner 0.56 0.16 0.73 0.20 Boeing 737-800 9.85 2.75 9.85 2.75 25.20 Boeing 777-300 0.09 0.02 0.09 0.02 0.22 Boeing 787-8R 0.51 0.14 0.51 0.14 1.32 Airbus A320-211 4.72 1.32 4.72 1.32 12.09 Airbus A320-232 4.58 1.28 4.58 1.28 11.73 Airbus A330-301 0.09 0.02 0.09 0.02 0.22 Boeing C17 Globemaster 0.15 0.04 0.15 0.04 0.38 Gulfstream GV 0.16 0.04 0.16 0.04 0.40 Totals 20.72 5.79 20.88 5.84 53.23 1.89 Runway 30 Metroliner 0.64 0.18 0.83 0.23 Boeing 737-800 11.20 3.13 11.20 3.13 28.66 Boeing 777-300 0.10 0.03 0.10 0.03 0.26 Boeing 787-8R 0.59 0.16 0.59 0.16 1.50 Airbus A320-211 5.37 1.50 5.37 1.50 13.75 Airbus A320-232 5.21 1.46 5.21 1.46 13.34 Airbus A330-301 0.10 0.03 0.10 0.03 0.26 Boeing C17 Globemaster 0.17 0.05 0.17 0.05 0.44 Gulfstream GV 0.18 0.05 0.18 0.05 0.46 Totals 23.56 6.59 23.75 6.64 60.54 8.83 Helipad Bell 206B-3 3.45 0.96 3.45 0.96 Bell 430 3.65 1.02 3.65 1.02 9.34 EuroCopter EC-130 3.92 1.10 3.92 1.10 10.04 Totals 11.02 3.08 11.02 3.08 28.20

Grand Total 55.29 15.46 55.65 15.56 141.97 Note: values are in annual average day movements.

30 January 2020 18.037.01 page 14/17

Appendix B: Assigned Tracks by Aircraft GV Track 1900D 737800 777300 7878R A320-211 A321-232 A330-301 C17

12 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ IPLET_5A ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ IPLET_5W ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ MORGO_1A ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ RN_CLARK ✓ RN_KANLI ✓ ✓ ✓ ✓ ✓ ✓ ✓ RN_LATUM ✓ RN_LAVOP ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ VORZ_DCT ✓ ✓ ✓ ✓ ✓ ✓ ✓ VZ_ARC_N ✓ ✓ VZ_ARC_W

30 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ IPLET_5A ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ IPLET_5W ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ MORGO_1A ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ MORGO_1W ✓ RN_CLARK ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ RN_KANLI ✓ ✓ ✓ ✓ ✓ ✓ ✓ RN_LATUM ✓ ✓ ✓ ✓ ✓ ✓ ✓ RNAVW ✓ ✓ RZ_HBTEC ✓ ✓ ✓ ✓ ✓ ✓ ✓ STRGHTIN ✓ ✓ ✓ ✓ ✓ ✓ ✓ VZ_ARC_N ✓ ✓ VZ_BIVBO ✓ ✓ ✓ ✓ ✓ ✓ ✓ VZ_CATCD ✓ VZ_CATAB 30 January 2020 18.037.01 page 15/17

Appendix C: Track allocation Row Labels Allocation 12 46.79% A 23.32% IPLET_5A 5.19% IPLET_5W 5.19% MORGO_1A 7.26% VORZ_DCT 0.49% VZ_ARC_N 0.29% VZ_ARC_W 0.26% HELI_A_E 4.65% D 23.47% RN_CLARK 1.60% RN_KANLI 0.63% RN_LATUM 14.88% RN_LAVOP 1.71% HELI_D_W 4.65% 30 53.21% A 26.52% IPLET_5A 5.73% IPLET_5W 5.73% MORGO_1A 4.16% MORGO_1W 4.16% RNAVW 0.33% RZ_HBTEC 0.15% STRGHTIN 0.33% VZ_ARC_N 0.22% VZ_BIVBO 0.15% VZ_CATAB 0.04% VZ_CATCD 0.22% HELI_A_W 5.28% D 26.69% RN_CLARK 2.81% RN_KANLI 16.27% RN_LATUM 2.33% HELI_D_E 5.28% Grand Total 100.00%

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Appendix D: Capacity

The ultimate capacity of the runway system at Hobart Airport has been assessed using the FAA Annual Service Volume (ASV) methodology found in Chapter 2 of FAA Advisory Circular AC 150/5060-5 Airport Capacity and Delay. Details of the calculations are as follows:

• The aircraft mix is approximately 96% Class C aircraft and 4% Class D aircraft • The mix index as defined by %(C+3D) equates to 108% • Hobart Airport is assumed to be using runway use configuration No. 1 (from Figure 2-1 of AC 150/5060- 5) • This equates to the capacity of 210,000 operations per year

Figure 8 - Runway use configuration definition from Figure 2-1 of AC 150/5060-5

30 January 2020 18.037.01 page 17/17 HP 914m

HP 975m HP 975m

HP 914m

HP 883m

HP 883m HP 883m

25NM MSA (NORTH)

975m 950m 920m

HP 975m 975m 883m 950m 920m HP 920m 860m

840m 800m 820m 720m 860m 750m 920m 780m 800m 25NM MSA (EAST) 820m 883m 780m 760m 900m 701m 840m 800m 880m 740m 620m 726m 860m 580m HP 920m 540m HP610m 701m 500m 640m 460m 600m 700m 426m 560m 520m 680m 480m HP 701m 440m 660m 600m

920m 720m 640m 800m 900m 600m 750m 701m 840m 780m 880m HP 520m 650m 883m 800m 820m 780m 860m HP 426m 860m 550m 426m 840m 460m HP 883m 820m 500m 540m 440m 940m 480m 800m 580m 500m 1402m 920m 520m 1350m 980m 620m 780m 560m 1300m HP 1219m 960m 600m 1250m 1020m 640m 520m 1219m 1000m 1060m HP 426m 1040m 320m 450m 1100m 500m 760m 300m 1080m 1140m 280m 740m HP 520m 1120m 726m 1219m 260m HP 883m 1250m 1180m 1300m 1160m 800m 1350m 1220m 700m 400m 1402m 840m 780m 1200m 680m 640m 883m 500m 820m 660m 650m 367m HP 367m 860m HP 300m 600m 350m 192m 520m 180m CAT C/D CIRCLING 650m 245m 500m HP 245m240m 160m 140m 670m 600m 220m 120m 300m 260m 200m CAT A/B CIRCLING 550m 280m 300m 180m 320m 160m 250m

500m 120m 105m HP 346m 117m 140m HP 117m110m 200m 450m 160m 100m 100m HP75m 90m 180m 180m HP 287m 192m 80m 80m HP 367m 400m 63m

130m

120m HP 1402m 40m HP63m 110m 120m HP75m 160m 350m 110m 20m 92m 100m 180m 92m HP63m 80m 860m 80m 200m HP 0m 70m 70m 800m 300m 80m 70m 740m 110m 90m 70m 80m 230m 105m 20m HP63m 100m 100m 250m 70m HP 305m 80m 40m 70m 19m 60m 167m 100m HP 1402m HP63m 40m 140m 200m 110m 60m 120m 180m 120m 213m 100m 130m 100m 110m 120m 70m HP63m70m 200m 80m 80m 180m 160m 400m 160m 92m 140m 120m 380m 100m 360m 180m HP 609m 100m 80m 340m 320m 200m HP 92m 305m 290m

560m 230m 100m 579m 520m 120m 480m 540m 140m HP 883m 250m 500m 440m 460m 200m 167m HP 63m 160m

HP 152m 860m 820m 80m 100m HP 302m 800m 840m 879m 290m 25NM MSA (WEST) 120m 140m

213m 160m

340m 180m HP 279m 380m 320m 420m 200m 360m 460m 400m 500m 440m 540m 480m 580m 290m 520m 560m 780m 740m 860m 820m 600m 602m 620m

290m 640m HP 302m 580m 660m 800m 760m 720m 840m 879m 700m 680m

HP 410m 300m 470m 380m 340m 480m 440m 500m 320m 520m 480m 420m 360m 320m 540m 520m 460m 400m 360m 560m 500m 400m 580m 560m 302m 440m 540m 340m 579m 480m 380m 520m 420m 560m 460m 602m 500m

540m

580m

HP 1402m HP 883m HP 1402m HP 883m

HATCH LEGEND:

ILS RWY12 SID RWY12 25NM MSA (NORTH) HP975m HATCH LEGEND:

RNAV Z RWY12 CIRCLING 25NM MSA (WEST) HP1402m ILS RWY12 SID RWY12

RNAV Z RWY30 IPLET FIVE ARR RWY30 25NM MSA (EAST) HP883m HP 883m RNAV Z RWY12 CIRCLING

RNP RWY12 / RWY30 IPLET FIVE ARR RWY12 RNAV Z RWY30 IPLET FIVE ARR RWY30

VOR RWY12 MORGO ONE APLHA RWY12 RNP RWY12 / RWY30 IPLET FIVE ARR RWY12

VOR RWY12 MORGO ONE APLHA RWY12 VOR RWY30 MORGO ONE WHISKY ARR

VOR RWY30 MORGO ONE WHISKY ARR

COMMERCIAL IN CONFIDENCE DISCLAIMER: PROJECT HOBART AIRPORT DRAWING GENERAL PLAN - MASTER PLAN 2020 SHEET NO. SCALE @ A3 DATE 2020 MP AIRSPACE PROTECTION PANS OPS SURFACES LB100 1 JULY 2019 1 : 5000 Revision Date HP 975m

HP 914m

HP 975m

HP 975m

HP 975m HP 914m

HP 914m

HP 883m

HP 975m

HP 883m

HP 975m HP 883m

HP 883m 975m 950m 920m HP 975m

975m 883m 950m 920m HP 920m 860m

840m

820m 860m 920m 750m 800m 820m 883m 780m 760m 900m 701m 840m 800m 880m 740m 620m 726m HP 920m 860m 580m 540m HP610m 701m 500m 640m 460m 600m 700m 426m 560m 520m 680m 480m HP 701m 440m 660m 600m

920m 640m 800m 900m 600m 701m 840m 780m 880m 750m HP 520m HP 1402m 650m 883m 820m 860m HP 426m 860m 550m 426m 840m 460m 820m 500m 540m 440m 940m 480m 800m 580m 500m 1402m 920m 520m 1350m 980m 620m 780m 560m 1300m HP 1219m 960m 600m HP 883m 1250m 1020m 640m 520m 1219m 1000m 1060m HP 426m 1040m 320m 450m 1100m 500m 760m 300m 1080m 1140m 280m 740m HP 520m 1120m 726m 1219m 260m 1250m 1180m 1300m 1160m 800m 1350m 1220m 700m 400m HP 883m 1402m 840m 780m 1200m 680m 640m 883m 500m 820m 660m 650m 367m HP 367m 860m HP 300m 600m 350m 192m 180m 650m 520m 245m 500m HP 245m240m 160m 140m 670m 600m 220m 120m 300m 260m 200m 550m 280m HP 1402m 300m 180m 320m 160m 250m HP 346m

500m 120m 117m 140m HP 117m110m 200m 450m 160m 100m HP75m 180m 180m HP 287m 192m 80m HP 367m

400m 63m

130m

100m 120m 40m HP63m 110m 120m HP75m 160m 350m 110m 20m 92m HP 100m 180m 100m 92m HP63m 860m 80m 200m 75m HP 0m 70m 800m 300m 80m 70m 740m 110m 90m 70m 80m 230m HP 883m 105m HP63m 20m 100m 100m 70m HP 1402m 250m HP 305m HP 80m 40m 100m 70m 19m 60m 167m 100m HP63m 40m 140m 200m 110m 92m 120m HP 1402m 120m 60m 213m 180m 130m 100m 100m 110m 70m 120m HP63m70m 200m 80m 80m 180m 160m 400m 92m 140m 120m 380m 100m 360m HP 609m 80m 340m 320m HP 92m 305m HP 1402m 290m 560m 100m 579m 520m 120m 140m 480m 540m 250m 500m 440m 460m 200m 167m HP 63m 160m

HP 152m

860m 820m 80m 100m HP 302m 800m 840m 879m 290m 120m 140m HP 883m HP 1402m 213m 160m

180m HP 279m 320m 340m 360m 380m 200m 400m 420m 440m 460m 480m 500m 520m 540m 560m 290m 580m

780m 740m 602m 600m 860m 820m 620m 290m 640m

580m HP 302m 660m 800m 760m 720m 840m 879m 700m HP 1402m 680m

HP 410m 300m 470m 380m 340m 480m 440m 500m 320m 480m 420m 520m 360m 320m 540m 520m 460m 400m 360m 560m 500m 400m 560m 302m 580m 440m 540m 340m 579m HP 883m 480m 380m 520m 420m 560m 460m 602m 500m

540m

580m

HP 1402m HP 883m

HP 1402m HP 883m

HP 883m

HP 883m

HP 1402m

HP 883m APPROACH SURFACE

300

295

290 285 OUTER HORIZONTAL SURFACE = 280 275 147m AHD 270

265 APPROACH SURFACE260 255

250

245

240 TAKE-OFF235 SURFACE 230

225

220

215

210

205

200

195

190

185

180

175

170

165

160

155 150 150 CONICAL SURFACE

145 140 135 130 150 125 120 115 110 105 100 95 90 85 80 145 75 140 70 135 65 130 60 125 55 120 50 115 110 105 100 INNER HORIZONTAL 95 90 85 80 SURFACE = 47m AHD 75 70 65 60 55 50

45

40

35

30

25

20 CONICAL 15 10 SURFACE 5 OUTER HORIZONTAL SURFACE = 25 CONICAL 147m AHD 25 SURFACE OUTER HORIZONTAL SURFACE =

147m AHD 5

10

15

20

25

30

35

40

45

50 55 60 65 70 75 INNER HORIZONTAL 80 85 90 95 100 SURFACE = 47m AHD 105 110 115 120 125 130 50 55 135 60 140 65 145 70 75 80 85 90 95 100 105 110 115 120 150 125 130 135 140 145

CONICAL SURFACE 150 150 155

160

165

170

175

180 TAKE-OFF SURFACE

185

190

195

200 205 APPROACH SURFACE 210

215

220

225

230

235

240

245

250

255

260 APPROACH SURFACE265 270

OUTER HORIZONTAL SURFACE = 275

280

147m AHD 285

290

295

300

COMMERCIAL IN CONFIDENCE DISCLAIMER: PROJECT HOBART AIRPORT DRAWING GENERAL PLAN - MASTER PLAN 2020 SHEET NO. SCALE @ A3 DATE 2020 MP AIRSPACE PROTECTION OLS LB200 12 Feb 2020 1 : 5000 Revision Date