2006 2AIC Paper 02-035

8/4/2019 2006 2AIC Paper 02-035

1/21

8/4/2019 2006 2AIC Paper 02-035

2/21

2Paper 02-035

Second International Airports Conference: Planning, Infrastructure & EnvironmentSO PAULO SP - BRAZIL AUGUST 2- 4, 2006

ABSTRACT

So Paulo is a metropolis with about 37 million inhabitants and it is the main business center

in the South Hemisphere. It has two modern business airports: Guarulhos InternationalAirport and Congonhas International Airport. Guarulhos Airport is located 25 km fromdowntown and it attends, about 16 million passengers a year at the moment, work has beendone to increase its capacity to 41 million passengers a year until 2.020. This airport has asatisfactory dimension, but there are restrictions to get there because of the traffic condictionsin the city center and in the narrow routes. Congonhas Airport has saturated its capacity of 17million passengers a year and no possiblities of enhancing it because of the urban ocupationaround it. Nowadays, the Campo de Marte's area, is privileged located in the city center but ithas a minimum infrastructure, serving only a few executive aircrafts. The restrictions to get toGuarulhos Airport and the saturated conditions of Congonhas Airport make "Campo deMarte" an excellent alternative, if it could ever be used for commercial flights. It wouldinvolve investiment to build extending runways, enlarging parking areas for airplanes,passenger terminals and setting up security systems though. Despite of its limited areaCampo de Marte has a good possibility to provide aircraft services as one of So PaulosAirport.

KEY WORDS

Airport, commercial flights, planning

8/4/2019 2006 2AIC Paper 02-035

3/21

3Paper 02-035


CAMPO DE MARTE, THE ALTERNATIVE

INTRODUCTION

Statistics of Civil Aviation Department DAC point out expansion in Brazilian domesticmarket:

2004 related to 2003 - 11,9% and 2005 related to 2004 - 19,4%.To attend this growing demand, So Paulo, a metropolis with about 37 million inhabitants,the most important business center in the South Hemisphere has two moderns businessairports, beyond the disused Campo de Marte.

Guarulhos International Airport, located 25 km from downtown, attends about 16 millionpassengers a year, working to increase its capacity to 41 million passengers a year until2020.

This airport has a satisfatory dimension, but there are restrictions to get there because of thetraffic condictions in the city center and in the narrow routes to access it.

Congonhas International Airport is saturated with 17 million passengers a year, and nopossibilities of enhancing because of the urban ocupation around it.

The difficulties to access Guarulhos International Airport and the saturation ofCongonhasInternational Airport clamour for other alternative.

This alternative can be the use of Campo de Marte Airport, a privilaged area in the citycenter, also to attend commercial flights. Nowadays the use of Campo de Marte islimited for executive aircrafts and helicopters.

GUARULHOS INTERNATIONAL AIRPORT

Introdution

Guarulhos International Airport is in commercial operation since 1985, and today isconsidered the unique actual possibility to enlarge So Paulos airport system. It has availabletotal area of 14 km with two runways: one 3.700 meters lenght and 45 meters width, other3.000 meters lenght and 45 meters width, 66 positions for parking and 630 flights diary intwo passenger terminals (TPS), connecting So Paulo to 63 countries, 80 brazilian cities and135 overseas cities. (Figure 1).

8/4/2019 2006 2AIC Paper 02-035

4/21

4Paper 02-035


Figure 1- Guarulhos International Airport 2006

The Guarulhos two passenger terminals works 24 hours a day, with a floating populationaround 110 thousand travellers and escorts a day.

The landscape, the runways and the airplane characteristics are determinants reasons forterminals in V shape, with fingers for passengers embarkation/ disembarkation.

The passenger terminals contain 41 company desks with 175 check in, 26 gates forembarkation/ disembarkation, 21 VIPs rooms, 147 shops, convention center, church, meetingroom and cultural space.

Guarulhos International Airports buildings consist of: passenger terminals, vigilance central,control and flight protetion tower, electrical substation, telephonic center, cargo terminal, VIPstation, fuel station, sewage treatment plant and garbage incinerator plant.

The cargo terminal of Guarulhos International Airport with 85.000 m2 is managed by 118

computer terminals, moving 15 thousand tons a month, the biggest in South America.

The flights that arrive in Guarulhos International Airport are oriented by InstrumentalLanding System ILS, category II, to permit landing/ take off operations with accuracy andsecurity in any condition of visibility.

A surface radar allows control the airplains on runway and parking. Its Meteorologic Centeris able to identify weather forecast 500 km around the airport.

Enlargement

8/4/2019 2006 2AIC Paper 02-035

5/21

5Paper 02-035


Because of excess of demand the operation in So Paulos airports produces high risk inlanding/ taking off, reaching the limit in 2007. DACs documents recomends the ampliationof Guarulhos Airport to lighten Congonhass traffic, because it has no more space to expand.

The next enlargement of Guarulhoss Airport will consist in the implantation of more onepassenger terminal with 165 thousand m2, extending its capacity to 29 million passenger ayear, amplifying more 192 balconies for check-in and more 12 embarkation gates; theconstruction of the third runway for landing/ take off; parking space for airplanes; ILSequipment instalation to support navegation; increasing of electric supply; improvinghighway system, car parking and garage.

It will continue amplifying administrtive, supply and maintenance areas with the constructionof cargo terminals; the revitalization and enlargiment of airplane runway system andairplanes parking yard; the relocation of maintenance shops; the implantation of airplanemaintenance yard; amplify the Vip area and hangars for general aviation; the implantation ofnew heliport and areas for airplanes inspection.

The shape of the final configuration is a system of three paralell lines; the forth passengerterminal with 11.200 passengers a hour capacity connected to commercial/ administrativebuildings.

CONGONHAS INTERNATIONAL AIRPORT

In 1950 with 867.705 passenger demand and 69.408 flights a day, Congonhas becomes thethird world airport in landing/ take off, after New York and Chicago.

Today, Congonhas Internacional Airport is the most usefull in our country, attending 20.582flights, 1.543.556 passengers and 3.971 tons of cargo, in december 2005.

Congonhas with 1,6 km2 area, has a principal runway 1.949 metres lenght and a secundary1.445 metres lenght, used for short destination take off. The distance between the tworunways is 100 metres, whem the ideal for simultaneous operation is 700 meters.

In the moment of low sky ceiling and rain, Congonhas Airport just operate the main

runway, remaining the secondary runway without use. This airport is able to sustain 26parking planes for embarkation/ disembarkation and more 7 travelling. (Figure 2).

8/4/2019 2006 2AIC Paper 02-035

6/21

6Paper 02-035


Figure 2 - Congonhas International Airport 2006

Rules of Federal Aviation Regulation consider critic runway with less than 2.000 metreslengh, aggravated by intense rain period.

In spite of construction improvements, in reason of high demands of flights ormeteorological problems, delays cause cascade effects, in detriment of ponctuality.

The Congonhas Internacional Airport is surrounded by intense traffic corridor and saturatedby a dense occupation of neighbourhood residencial area, that in 2005 received 620 dailylanding/ take off from 5 a.m. to 10 p.m. It can just be amplified by means of expropriation orremoving airlines hangars.

Therefore, any accident assume exaggerated proportions, as that of October 31, 1996, whemthe fall of a Fokker over houses on Jabaquara left 99 deads.

More recently, on March 22, 2006, in consequence of a intense rain, a landing aircraft sliped, just stopping few meters before Washington Lus Ave. In spite not having vctims, the factcaused ample debates about runways conditions and, maily, about the saturation of theairport.

The Infraero - Brazilian Airport Infra-structure Enterprise and Anac - Civil Aviation NationalAgency, in March 30, 2006 meeting with the main national airlines, negociated a deal toreduce to 400 - 50% - the number of daily operations of landing/ take off in CongonhasAirport, transfering long distance freight flights, that with more than two hours duration toanother airports.

8/4/2019 2006 2AIC Paper 02-035

7/21

7Paper 02-035


Infraero officialy advertises that, during this year, will realize a reform of the longest runwayof Congonhas, whem the number of landing/ take off will be reduced from 48 to 26 a hour,maintening only the secondary runway 1.445 meters long in operation, a interdict time for

more than 60 days. During this period the airplaines will be limited to lighter fuel cargo,technical reason to interdict long distance flight.

Table 1 indicates the runway lenght for landing, according to FAR - Federal AviationRegulation.

Runway lenght for landingRunway in meters

AIRPLANEDRY MOISTEN

Boeing 707 320 C 2.100 2.350

Boeing 727 100 1.750 1.860Boeing 727 200 1.780 1.910Boeing 737 200 1.800 2.050

Boeing 747 200 B 2.200 2.550Boeing 767 200 1.600 1.900

Airbus 300 B 2.050 2.350DC 10/30 2.000 2.250

Source: Boeing Aircraft CompanyConditions: Temperature ISA + 15o. C; Altitude 740m; Wing 0 Kt (zero knot) ; Runway Curvature 0%;maximum weight for landing.Table 1

CAMPO DE MARTE AIRPORT

Introdution

Campo de Marte Airport located on right bank of Tiete river, Santos Dumont Ave, no.1979,in Casa Verde, North Zone, 4 km far off the center of the city, was inaugurated in 1920.

Affected by 1929 big flood and So Paulos defeat 1932 Revolution, Campo de Marte wasinterdicted in 1934, provoking the need of a new place for the civil airport in the city, that

would be Congonhas.

The airport is for civil and militar purpose, civil general aviation traffic and no regular traffic;the operation is VFR - visual flight rules from 6 a.m. to 11 p.m.; Reference runway codeICAO; aviation comunication Class C; and tariff Category 3.

Civil/ Militar Situation and Functional Zones

The area of Campo de Marte Airport is 2,11 km, being: 46%, the central area of the site usedfor civil ativities, and the surroundings are militar jurisdiction. (Figure 3 and 4). Studiespropose to incorpore 8% of the militar area to civil use.

8/4/2019 2006 2AIC Paper 02-035

8/21

8Paper 02-035


Figure 3 Figure 4Campo de Marte Airport Propertyl Area Campo de Marte Airport Civil / Militar Zona

The Functional Zones:

Manoeuvre reas - destinated for landing/ take off and running on airlines, includinghorizontal projection of approach surfaces and transition of Plan Zone for Airport Protection.

Terminal Area - destinated for Passengers Terminal System, Administration andMaintenance; Airlines System; Cargo Terminal System; Supply Industrial System; BasicInfra-struture System, Fuel Supply, Fire Fight and Rescue Service and others services toassist Regular Aviation.

Secundary Areas destinated to hangars and airplane maintenance of General Aviation;green areas and enviromental preservation; equipments for flight protection areas;commercial lease and complementar ativities areas.

Special Areas - military instalations; areas for specifics pourpose and areas with enviromentalrestrictions.

Instaled Capacity

Runway System

The landing/ take off paved runway 12-30 is 1.600 meters lenght and 45 meters width. TheEnd 12 (West) is deslocated 300 meters and the End 30 (East) is deslocated 150 meters,reducing the runway to 1.150 meters lenght.(Figure 5 and 6).

8/4/2019 2006 2AIC Paper 02-035

9/21

9Paper 02-035


Figure 5 Figure 6Campo de Marte Airport End 30 Campo de Marte Airport End 12

The runway consists of: track T-1 paralell to landing/ take off runway, 10 meters width for allextension, with access for both end; track T-2 transversal to landing/ take off runwayconnecting T-1 to lnfraero place and to track T-3; track T-3 paralell to hangars dispositionalong Olavo Fontoura Ave; track T-4 connecting runway to the Militar Area (PAMA).

There is areas for helicopteres H01 and H02 landing/ take off: 36 x 36 meters in grass with5,0 t load capacity and 25 x 25 meters in concrete with 4,0 t load capacity.

The Specific Plan Zone for Airport Protection, Order N. 428/CG5, May 30, 2001,establish a second landing/ take off runway, disauthorized after on by Order N.

188/DGAC March 8, 2005.

Operational Capacity

The Circular FAA, AC-1 50/5060-5 - Airport Capacity and Delay establish the valuationmethod of landing runway system capacity.

The Campo de Marte Airport with just one landing/ take off runway, paralell taxi track andintermediate ortogonal exits and at the end of runway, reaches the preliminary hour capacityof 98 VFR operation, that is a annual capacity of 230.000 operation.

Aplying the corrections factors of Infraeros Airport Planning Criteria and Stipulation:

runway roll system correction 0,94 and auxiliary correction................ 0,85 (NDB).The result of corrections is the runway theoric hour capacity system 78 VFR operation and aannual capacity of 183.700 movements, with simultaneous operations in the helipont orbetween one helipont and the runway.

The theoreticxal capacity of every one of the heliponts, about 60 operation a hour and, with

simoultaneous operations of approach/ take off, or approach/ approach, or take off/ take off

8/4/2019 2006 2AIC Paper 02-035

10/21

10Paper 02-035


from/ to opposite directions, in about 50% of the moviments, results 90 movements per hourfor two heliponts.

Passengers and Airplanes Movement:

The movement of Campo de Marte Airport in 2005 was 363.600 passengers year, withproceedings for embarkation/ disembarkation in different airport places and not only by thepassengers terminal, being without importance the dimension of this instalation.

The airplane movement is established by General Aviation, No Regular Aviation and MilitarAviation operations. The total of movements in 2005 was 183.173, with 181.799 movementsfor General Aviation and No Regular Aviation and 1.374 for Militar Aviation. Between theoperations, 73.269 movements were for fixed wings airplanes and 109.904 movements werefor helicopters.

The peak-hour operation for General Aviation, happened in average day of 2005 peak-daytotal up 80 movements, being 27 for fixed wing airplanes and 52 for helicopters, presented inTable 2:

Traffic Asa Fixa Asa Mvel TotalRegular Regional/National - - -

International - - -No Regular 1 - 1General Aviation 27 52 79

Militar - - -Total 28 52 80Table 2

The Campo de Marte Airport doesnt have regulars or regionals flight operations, just havingGeneral Aviation operations.

Today, the airplanes in use for General Aviation and Militar Aviation are typo R1. AirplanesR2 category with at least 30 seats, like EMB-120, can have no-regular commercial operationin the airport.

The light fixed wing airplanes with range between 1.000 km e 3.000 km, like Aero Boero for1.230 km instruction and Beechcraft B58 Baron for 2.917 km instruction, reaches mediumstage of lower range, and can be operated without restrictions.

The system of runway and tracks to the hangars is critical, establishing capacity limit, whemconsidering the magnitude of hour-peak movement.

The helicopters have medium range between 350 km and 800 km.

The theoretical hour capacity is 180 movements, being about 40% operations with fixed wingairplanes.

8/4/2019 2006 2AIC Paper 02-035

11/21

11Paper 02-035


The manoeuver airport area consisting of landing/ take off runway, tracks and helipontspresents instalations with compatible capacity to the actual demand.

Airport Plan Protection

Specific Plan Zone for Protection Airport (PEZPA)

The Specific Plan Zone for Protection Airport has to be integrally incorporate to urbanlegislation, to regulate the occupation in vertical calibre.

Restrictions for vertical calibre in neighbourhood urban environement atually aredeterminated by Order N. 428/CG5 May 30, 2001, that describes the component areas of thePlan and identify 70 obstacles with its altitudes and localization.

Noise Specfic Plan Zone (PEZR)

The Order N. 629/GM5 May 02, 1984, about urban area zone around the airport establishesthe identification and the quantification of influence noise curves.

The airport area is included in special use zone, but the restrictions for airport noise arentincorporated in the city zone law.

To implant the determinations of Order 188/DGAC March 8, 2005 was studied noise curves

for the operational situation of Campo de Marte Airport.

These curves were gotten from demand projections in 2000, a total of 675 movements per dayfor first situation (20 years) and 1.078 movements per day for final stage. They were appliedfor airplanes: CNA 210 (S) and CNA 560 (S) fixed wings and helicopters Huguess 500D,Beil 206L e Sikorsky S-76 for the 1.600 meters runway lenght.

The noise curve established in the analysis were gotten with 40% of helicopters movementsand 60% of fixed wings airplanes movements. The fixed wings airplane being 80% in theEnd 12 (West) and 20% in the End 30 (East) and for helicopters 50% in each helipont,always just for daytime flight.

Quantification of areas limited by isofonics curves I and lI by Specific Plan Zone forProtection Airport, with interface between urban planning and noise zones - Table 3.

8/4/2019 2006 2AIC Paper 02-035

12/21

12Paper 02-035


Description Zone Region Included rea (m)Z9 North 13.600

Z1 NorthEast 19.700Noise Curve IZ2 East 63.800

Total (rea I) 97.300Z18 North 2.500Z1 NorthWest 210.100Z9 West 1.800Z9 North 35.900Z2 North 21.700Z3 West 24.600Z2 East 185.200

Noise Curve 2

Z4 East 102.100Total (rea II) 583.900Table 3. Source drawing MAR/GRL/905.071

The delimited areas by isofonics curves is mainly contained inside airport area (76%).

The Area I, limited by Noise Curve I, has 743.547 m with just 97.300 m ( 13%) in theneighbourhood urban area, outside the airport.

A rea lI, confine between Noise Curve I and Curve lI, has 2.102.280 m with just 583.900m (28%) in the neighbourhood urban area, outside the airport.

The Municipality of So Paulo has to control the devolopment around the airport, mainlyabout the strictly and predominant residencial use in the Development Director Plan, becauseof the airplane noise in neighbourhood airport area of Casa Verde, Santana and VilaGuilherme.

Managing Aviation Flow System

Traffic Control

The Campo de Marte, inserted in theTerminal of So Paulo (TMA), under

jurisdiction of Center Control Area ofBraslia (ACC), has the Air TrafficService executed by a Control Towerlocated in the Militar Area (PAMA),comunication VHF 118.70. (Figure 7).

Figure 7Campo de Marte Airport Control Tower

8/4/2019 2006 2AIC Paper 02-035

13/21

13Paper 02-035


The airport actually is homologated just for operations VFR Visual Flight Rules .

The classification for air traffic control, by the criterion of quality comunication service andthe air navegation instalated assistance, determine classe C for this airport, arranged with thefollowings equipments and support organs:

eletronic operation VFR (day/night), with NDB equipament in the coordinates 23 30'22,97" S 046 38' 09,78 W, altitude 722 meters, distance 728,78 metres from End 30and 265,66 metres from the axis of runway for landing/ take off.

Meteorological Surface Station EMS - Class 2B located near End 30. luminous assistence by accurate indicator for approximation ramp equipament APAPI;

rotative lighter; REIL - runway end identification lights; runway edge lights and taxiwayedge ljghts.

visual assistence for a windsock located 637,49 meters from End 30 ( South side) and107,10 meters related to the axis of landing/ take off runway.

horizontal signs from end runway and dislocated end; designation of landing/ take offrunway; edge and axis of landing/ take off runway; from axis of runway; compulsoryStop; airplane yard.

The flight rules of Campo de Marte Airport are represented in Table 4:

FLIGHT RULESTAKE OFF LANDING

OperationalConditions

RUNWAY IFR VFR IFR VFR12 - 43.294 - 44.38130 - 30.120 - 37.009

Table 4

The End West is 12 predominate, with 56% of total landing operation and 60% of take offoperations.

The average interval between operations of landing/ take off in the hours of more intense airtraffic is 1 to 1,5 minutes.

Local Wind

The local wind doesnt interfere with significance in the capacity of landing/ take offoperations in the airport.

The frequency of wind by direction in 2000 is represented by anemogram in Table 5 (Figure8):

FREQUENCY BY DIRECTIONN NE E SE S SW W NW

CALM

8,4 4,2 13,4 13,7 22,8 1,2 4,8 9,6 21,9

8/4/2019 2006 2AIC Paper 02-035

14/21

14Paper 02-035


Table 5

Figure 8 Figure 9Campo de Marte Airport Campo de Marte Airport

Wind Frequency by Octante Media Speed by Octante

The average speed of local wind during the year 2000 are represented by direction in Table 6.(Figure 9).

MDIA SPEED (kt)N NE E SE S SW W NW

CALM

6,9 5,8 5,0 6,1 7,8 6,2 6,7 8,6 -

Table 6

The real runway azimuth is 100 16' 09", producing percentage of crossed wind with harmlessmagnitude for the operations, recomending to keep informations about wind frequence byinterval of speed and by direction.

Kind of traffic and magnitude

The disposal of instalations and services are appropriated for the airport, about the type oftraffic and airplanes motion magnitude, using the parametres of Planning Airport Criterionand Conditioning Manual.

The airport has operational restrictions while isnt equiped with instruments to mitigateproblems caused by meteorological bad conditions. The possibility of IFR operation inCampo de Marte Airport is technicaly possible, but complex.

The capacity and the satisfatory feasibility of the airport depends of a significative evolutionsystem for control of air traffic and a solution to permit instruments operation.

Terminal System

Passenger Terminal and cargo

8/4/2019 2006 2AIC Paper 02-035

15/21

15Paper 02-035


The airport actualy doesnt attend Regular Aviation operation.

The Passengers Terminal TPS of General Aviation has 310 m2 area, but is almost useless,because about 93% of the 223.012 passengers embarked and disembarked in the airportduring the year of 2000 used differente instalation along Olavo Fontoura Ave instead of theTerminal TPS.

The Passenger Terminal has to be removed to another place, to permit increase the airplaneyard. Actualy, there is a very low demand to attend : 70 passengers in peak-hour.

To process passengers, a 95 m2 area comprise: watting room with terrace, sanitary and accessto arlines yard. The others 213 m2 areas are occupied by: Flight Protection - DPV,Meteorology, Traffic room, Supervision room, airplane yard inspectors room, Banc,Vestiary/Sanitary, Deposits and Shelter for Extinguisher.

The Order N. 282/DGAC April 08, 2002, doesnt permit the ativities of air cargotransportation in Campo de Marte Airport.

Airplanes Yard and Hanqars

The yard for General Aviation with 12.420 m area, has capacity for 25 airplanes, by thecriterion of planning that establish 500 m2 by airplane, including manoeuvre/ circulationarea. Actualy parks in average 28 airplanes of General Aviation.

The area for 21 hangars has 22.575 m with theoretical capacity for 125 airplanes. The frontalyards with 55.355 m, can accomodate more 185 airplanes, total amount 310 positions.The theoretical capacity required, defined by average index of 180 m by airline in thehangars and 300m by airline in the front yard of the hangars demonstrate saturated capacity.

Administration System and Maintenance

Administration System

The Administration occupies a 1.392 m building in two floors, in front of TPS, with 31

employees.

This building has capacity to shelter TPS, exceding the area required for administratives andoperational ativities, admiting new unities as training room and auditorium.

Maintenance System

The maintenance center is localized in 1.612 m area near the actual instalation of MilitarPolice. The building has 209 m area.

8/4/2019 2006 2AIC Paper 02-035

16/21

16Paper 02-035


The contractors for electrical maintenance instalation, security, green area maintenance andclearing are localized in 53m, near Santos Dumont Ave.

The estimated area for maintenance instalations, including office, workshop and vehicleparking is 1340m, but the available area is only 455m.

In Campo de Marte hangars the maintenance is made by the contractors that have their owninfra-struture, supplying water, electric energy directly from the concessionary.

Fuel Airline Supplier (PAA)

The average consumption of last three years is 170 litres by take off, that represents a averagemonthly consumption of 796 m

No restrictions about the capacity of fuel storage according NBR 9719 da ABNT. It isrequired to attend movement of airlines PAA during five days 133m,

Rescue and Fire Combat Service (SESCINC)

The local conditions of SERCINC - category 5 - attend the instructions of Aviation ComandICA-92-1, 24/01/2000 that establish category 3. Otherwise the emission of pollutant, smelloriginating from motors and fuel must be monitoraded.

Table 7 presents equipament characterstics (CCI) available in the airport.

N. ofVehicles

Type IdentificationWater (l) PQS (kg) LGE (l)

Manufacturer

01 AC-3 82-DB-251 1.200 Xxx 150 CIMASA01 AC-3 86-DB-092 1.200 100 150 CIMASA01 AP-2 84-DB-344 6.000 100 150 CIMASA01 AC-3 82-DB-295 1.350 100 210 CIMASA

Table 7

Contractors

The commercial system of airport consists in 146.284 m of leasing areas to 33 contractorsfor mantenance, flight school, food supply, fuel supply, hangars.

There is no specific instalation for airlines, post office because the operation is just forGeneral Aviation and no Regular Aviation.

Infra struture System

Water Supply and Sewage

8/4/2019 2006 2AIC Paper 02-035

17/21

17Paper 02-035


The quality of water has to be permanentely monitorade to garantee the potability, industrialconsumption and storage capacity, according Order n. 36/GM de 19/01/1990, HealthySecretary, IAC 2310/86 e NBR 9916/97.

The water is supplied to airport by concessionary SABESP attending 1.574 m a month, witha average of 3.034 m in month peak, that correspond to 102m daily in water and 82m insewage, excluding subcontractors localizated in Olavo Fontoura Ave that has independenteconnections.

The hangars of Olavo Fontoura Ave are attended by public collector, and the rest of buildingsattended by individuals septic pit, with its effluents directed to a creek near Helipont 1.

The existant system of septic pit, with the natural growing of sewage production with thedevelopment of the airport situation becomes critic.

The increasing of sanitary treatment of effluent is comanded by the legislation consolidatedby IAC 2310 of 06/86 and NBR N. 7229/82 da ABNT.

Solid Waste

The quantity of garbage produced by the airport is 6,0 m or 1,5 ton a day.

The Campo de Marte Airport has no incinerator. The management plan of solid disposal(PGRS) was prepared by specialists and the withdraw of garbage is realized by contractors,

with all condition to attend.

The localization of urban waste deposits has to respect the Resolution N. 004 CONAMA09/10/95.

Electric Energy

The average mensal consumption is 98.824 KWh and the maximum demand 283 KVA,excluding the edification with access from Olavo Fontoura Ave, attended by the dealer (AES- Eletropaulo).

The average monthly auxiliary consumption for air navegation area consists in 2 275 kwhfor beacon and 190 kwh for headlight.

The subestation capacity, Table 8:

Identification Transformer Capacity (KVA)SE Maintenance 150

SE Superintendenceia 225SE office 750

Net 225

8/4/2019 2006 2AIC Paper 02-035

18/21

18Paper 02-035


Capacity of Grupos Generators (KVA)GG Maintenance 114

E-022/SR14 (TWR) 33

Table 8

The supply of electric energy is sufficient to attend the demand.

Telecomunication

The situation of dealer TELEFNICA , Table 9:

QuantityLOCAL

Telephon TelematicTPS Lines 06 04

Airport Lines 120 13TPS Public Telephon 01

Table 9

Service way and Drainage

The actual service tracks are insufficient. It is necessary efective control for track crossinge,especially to access hangars.

The drainage system has to be adjusted to rules that determines oil, fuel and greese

segregation.

The airport drainage system finish in ditches and creeks, crossing Olavo Fontoura Ave toflow into Tiete.river.

The overflow of Tiete river can provoke the ebb of water to the interior of the airport. Thesolution consists in the program of enlargement of Tiete river and the drainage system of theairport.

Projects and Constructions

Relation of constructions for Campo de Marte Airport, to begin in short time, Table 10:

Discrimination Unit Quantity Unit Price(R$) Total (R$)Runway and EndTaxi m 33.300 40,00 1.332.000,00Passengers Terminal m 650 600,00 390.000,00Airplane Yard m 8.580 40,00 343.200,00Vehicles Parking m 1.125 40,00 45.000,00Service Track m 35.750 40,00 1.430.000,00Control Auxiliary Tower vb unid. 800.000,00

Area for Motors Test m 2.200 40,00 88.000,00

8/4/2019 2006 2AIC Paper 02-035

19/21

19Paper 02-035


Helipont (H-01) m 900 130,00 117.000,00INFRAERO Maintenance(administration, workshop)

m 600 480,00 288.000,00

SUBTOTAL 4.833.200,00Infra-struture and Urbanization % 15 - 724.980,00Construction and Complementar Service % 20 - 966.640,00TOTAL 6.524.820,00

Table 10CONCLUSION

Nowadays, the use of airplane in our country is in amazing growth. Brazil with 180 millioninhabitants counts just 30 million air passengers year, while the United States with 280million inhabitants transport 700 million air passengers year.

To attend the growing demand, So Paulo has to apply an ambitious program of airportexpansion, besides Guarulhos International Airport.Congonhas International Airport will always be in risk to be submited for long distance flightsuspension by technical reasons., For necessary reform, the main runway of 1.949 metresextension will be closed for more than 60 days, with redution of landing/ take off from 48 to26 a hour. Because of this incident, the use of Congonhas, during this closing period, wil beattended only by a auxiliary runway, 1.445 metres lenght, the unique in operation.

The confort conditions in Congonhas Airport, in spite of the predicted, will be insufficient toattend the actual amount of passengers.

Experts recommend to become definitive the reducton of 30% in Congonhas Airportlanding/ take off.

The Campo de Marte Airport with 1.600 metres extension runway, actually limited foroperation just for little executive airplanes and helicopters, must have to enlarge its use.

The Specific Plan Zone for Airport Protection, Order N. 428/CG5, May 30, 2001,establish a second landing/ take off runway in Campo de Marte Airport.

We Propose to implant a second runway, 2.000 metres extension, with approach cone

dislocated south direction to Casa Verde Baixa, border of Tiete river, out of Jardim SoBento obstacle in Casa Verde Alta.(Figure 10).

8/4/2019 2006 2AIC Paper 02-035

20/21

20Paper 02-035


Figura 10Aeroporto Campo de Marte

Situation in 2006, with location proposed for landing/ take off runway 2000 metres lenghtWith this proposal location, there is no obstacle in West face, End 12, of extant runway forlanding/ take off. (Figure 12).

Figure 11- Campo de Marte Airport End 30 Figure 12 - Campo de Marte Airport - End 12

Otherwise, there is no obstacle in East face, End 30, of extant runway for landing/ take off.(Figure 11).

The construction of second runway garantee two alternatives to enlarge the use ofCampo de Marte :

a) reception of commercial flight transfer of short distance, like from Rio de Janeiro,lighten the movement of Congonhas International Airport.

b) transfer of General Aviao flight from Congonhas International Airport, Table 13

GENERAL AVIATION LANDING TAKE OFF PASSENGERS

8/4/2019 2006 2AIC Paper 02-035

21/21

21Paper 02-035

Second International Airports Conference: Planning, Infrastructure & EnvironmentSO PAULO SP BRAZIL AUGUST 2 4 2006

Avies executivos/ taxi areo EMB. DIS.DOM Air Taxi 573 587 1.131 1.127DOM Others 1.303 1.334 2.698 2.600

DOM SOMA 1.876 1.921 3.298 3.727DOM Militar 42 42 369 284DOM Helicptero 653 663 1.329 1.313TOTAL (Soma DOM +SomaINT)

1.876 1.921 3.829 3.727

Table 13. Congonhas International Airport Movement, February 2006

Campo de Marte Airport construction: passenger terminal, instalation of modern controlsystem IFR for landing/ take off and enlarge the airplane parking yard.

Tourism Secretary inform that last five years the number of brazilian airlines custmersincrease 60% , that is, five million passengers in 2001 to eight million today.

The enlargiment in use of Campo de Marte Airport is one possible way to get solutionfor the airport crisis in So Paulo metropolis.

Documents

2006 2AIC Paper 02-035