EXECUTIVE SUMMARY › writereaddata › ... · Parallel Taxi Track. The area earmarked for the...

Project : Holistic Development of Surat Airport Including Extension of Terminal Building, Apron

and Construction of Parallel Taxi Track PFR

Promoter : Airports Authority of India

Gaurang Environmental Solutions Pvt. Ltd.

EIA Coordinator

Airports Authority of India

Authorized Signatory

EXECUTIVE SUMMARY

Surat Airport is located on Magdalla - Dumas Road towards the famous Dumas Beach on

the South-West part of the city, approximately 20kms from the city center.

The Airport currently serves Surat city with a population of 6 million and serves the South

Gujarat region with an overall population of 12 million, Besides the intrastate connectivity

provided by Surat based NSOP, with Ahmedabad, Amreli, Bhavnagar and Rajkot; the city

has had limited air connectivity, for many long years, until recently. The new airport

terminal was inaugurated in the year 2009 and licensed by the DGCA as aerodrome for

public use in 2011 as per the ICAO guidelines. Air India, the National carrier had started its

operation since May, 2007 and remained the sole service provider to STV, until February,

2012 when SpiceJet a Private LCC, provided the desperately needed additional

connectivity. However, the service of SpiceJet came to an abrupt end; when one of the

aircraft hit a wandering buffalo on the runway while take-off resulting in immediate &

indefinite termination of service in late 2014. Although with scanty connectivity provided

by Scheduled Airlines, the airport otherwise has been patronized regularly by Charter

Services of MNCs from Hazira, VVIP Movements (PMOI), State Government (CMGUJ),

Air force(C 17 Globe master), Indian Navy, Coast Guard, Heliport for Pvt. operators, Pilot

Training Academy and lately by a Non Scheduled Operator - Ventura Air Connect, which

is a NSOP based out of Surat. Taking in view severe ramifications of the buffalo-hit on the

runway, major renovation and up-gradation work was taken up in 2015 and in a span of

three painstaking years; remarkable developments have been made till date. The airport

renovation consisting of periphery walls, to runway repair & extension, aero-bridge

installation etc.; pending few tasks almost all of the measures for a safe & secure

functioning of the airport, more or less has now been achieved. Hopefully with Extended

Passenger Terminal being added in the next two years, Surat Airport seems to be taking to

wings over the seven seas and should be all set to achieve a fully fledged International

Status by year 2019 with a capacity to handle more than a Million passengers yearly and a

ranking among top 30 busy Airports in India.





EIA Coordinator



As part of the airport development process, the AAI proposed Holistic Development of

Surat Airport Including Extension of Terminal Building, Apron and Construction of

Parallel Taxi Track.

The area earmarked for the proposed extension of terminal building is about 17,035 m2, for

Apron (including Shoulder, GSE & Shoulder converted to apron) is 34,940 m2 and for

construction of Parallel Taxi Track (including Shoulder) is 91535 m2 within the existing

airport premises. There is no additional requirement of land for the proposed

developmental works. The construction work will be done in the land abutting the existing

airport. Thus, the same requires prior Environmental Clearance under the provisions of EIA

Notification, 2006 and subsequent amendments. The same shall be categorized under item

7 (a) of Schedule - Gazette Notification as Category A project.

Project Brief:

The project involves extension of terminal building, Apron and construction of parallel

taxi track. The total area of the existing airport is 784.37 Acres. The details of the

proposed development are summarized as under:

Table 1.1: Project Summary

S No. Description Revised Details

1. Project cost Rs. 353.25 Cr.

2. Location Latitude: 21° 7' 3.57" N

Longitude: 72° 44' 42.93" E

3. Plot area 106770 sq. m.

4. Ground Coverage (achieved) 13710 sq. m. (12.9 %)

(Terminal + Canteen + ESS)

5. Total Built Up Area 26250 sq. m. (25520 m2 + 130 m

2 + 600m

2)

6. Green Area 35950 sq. m. (33.7 %)

7. Road and Open Area (excluding surface

parking area)

41385 sq. m. (38.7 %)

8. Surface parking Area 15725 sq. m. (14.7 %)

9. No. of Floors G +1

10. Height of Building 17.8 m

11. Area of Apron ((including Shoulder, GSE &

Shoulder converted to apron )

34940 sq. m.

12. Parallel Taxi Track Area (including Shoulder) 91535 sq. m.





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13. Water demand 531 KLD (Domestic)

14. Power requirement Connected Load:-

(Existing : 2000 KW; Proposed : 2045 KW)

Maximum Demand:-

(Existing : 1016 KW; Proposed : Not Avail)

Transformer:-

(Existing: 3x500 kVA; Proposed : 3x1600

kVA)

15. Back up source Existing:- 3x 250 kVA

Proposed:- 3x 1000 kVA

16. Renewable Source of Energy (Solar) 200 KW Solar Power Systems

17. Solid waste generation 1414 kg/day

Table 1.2: Project facilities (Total after expansion)

S. No Particulars Existing Proposed Expansion Total

1. Land Area

i. Total Land Area 784.37 Acres NIL 784.37 Acres

2. Runway Details

i. Runway

Length/dimension

2906 M NIL 2906 M

ii. Runway shoulders 7.50 M NIL 7.50 M

iii. Runway strip

Dimension

3026 M x 300 M NIL 3026 M x 300 M

iv. RESA Dimension 90 M x 240 M 90 M x 240 M

v. Runway lights Runway edge lights

(Double ckt) –

160+160=320 nos.

NIL

320 nos.

3. Type of Aircraft handling

i. Type of Aircraft AE320/AE321/B737

4. Apron Details

i. Dimension 30,012 Sqm 24,435 Sqm 54,447 Sqm

5. Taxiway Details

i. Dimension 2 Nos 23 x 200 M PTT – 30x2906 M 2 Nos 23 x 200 M

PTT – 30 x 2906 M

6. Terminal Building

i. Area 8474 Sqm 17046 Sqm 25500 Sqm





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ii. Capacity Peak Hour 500 Domestic

Passenger

700 Dom. + 600 Int. 1800 (1200 Dom. +

600 Int.)

iii. Car Parking 250 carpark 250 car park + 200 scooter 500 car park + 200

scooter

7. Navigation Aids

i. DVOR DVOR No change Same as before

ii. PAPI PAPI No change Same as before

8. Other Facilities

i. Isolation Bay 1. Isolation Apron &

link taxi light- 40 no.

No change Same as before

ii. ILS (Instrument

Landing System)

NIL NIL NIL

iii. Approach lights 1. SAPL-04 (Elevated

type)-17 no.

2. SAPL-22( Inset type

–due to displaced

threshold by 615 m)-

17 nos.

No change Same as before

9. AAI staff Accommodation

i. Residential Quarter N/A N/A N/A

ii. CISF Barrack/police Available No Change Same as before

********************

Project : Holistic Development of Surat Airport Including Extension of Terminal Building, Apron and

Construction of Parallel Taxi Track PFR



EIA Coordinator



INTRODUCTION OF THE PROJECT

2.1 Identification of Project and Project Proponent

Surat Airport (IATA: STV, ICAO: VASU) is an International airport located in Magdalla,

Surat in the western Indian state of Gujarat with a total area of 784.37 ha. It is the second

busiest airport in Gujarat after Ahmedabad in terms of both aircraft movements and

passenger traffic. It was awarded the custom-notified status on 9 June 2018. The airport

currently caters to scheduled airline services across major destinations in India as well as

non schedule private aircraft and is also home to a flying training school.

The new Surat airport terminal building was inaugurated by Union Minister of State for

Petroleum Mr./Ms. Dinsha Patel in the year 2009. The terminal building is equipped with

CCTV cameras, two baggage carousels in the arrivals hall and one hand baggage X-ray

machine, among other modern facilities like two air bridges with Visual Docking

Guidance System, two elevators and two escalators, and seating lounge. Coffee Culture

and other shops have been added. As part of the airport development process, the AAI

proposed Holistic Development of Surat Airport Including Extension of Terminal

Building, Apron and Construction of Parallel Taxi Track.

The area earmarked for the proposed extension of terminal building is about 17,035 m2,

for Apron (including Shoulder, GSE & Shoulder converted to apron) is 34,940 m2 and for

construction of Parallel Taxi Track (including Shoulder) is 91535 m2 within the existing

airport premises. There is no additional requirement of land for the proposed

developmental works. The construction work will be done in the land abutting the existing

airport.

Airports Authority of India (AAI) was constituted by an Act of Parliament and came into

being on 1st April 1995. AAI under the Ministry of Civil Aviation is responsible for

creating, upgrading, maintaining and managing civil aviation infrastructure in India.

AAI is planning to take up the works of development of Terminal Building, Apron and

Construction of Parallel Taxi Track of Airport is categorized under item 7 (a) of Schedule

- Gazette Notification dated Sept. 14th

, 2006 and its subsequent amendment thereafter.





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The existing facility & other details are as follows:

S. No Particulars Details

A. General Information

1. Latitude & Longitude of Aerodrome

Reference Point (ARP–WGS 84)

21°06'58'' N 72°44'31'' E

2. Suitability Type –C Aircraft

3. Aircraft operations

(Scheduled/Non-scheduled)

Scheduled & Non-schedule

4. Other Airports in the vicinity

(within 150 Km radius)

Vadodara, Daman {Cost, Guard} Bhavnagar,

B. Airport land area & utilization

1. Total land area (Acres) 784.37

C. Aerodrome Data (Air side)

1. Aerodrome elevation / Reference Temp 29 Ft / 420C

2. Aerodrome Reference Code (ARC) 4C

3. Aerodrome traffic density Medium

4. Type of traffic permitted Schedule flight / Non-schedule flight, Training

flight/ o/f

5. Aerodrome rescue & fire fighting category

(ARFF)

VII

D. Runway

1. Runway operations 04/22

2. Runway Dimension 2906M x 45 M

3. Runway strip dimension 3026M x 300 M

4. Runway Strength (PCN) 73/R/B/W/T : 71/F/C/W/T

5. Runway surface Flexible and Rigid

6. Runway shoulder 7.5 M on Both side

7. Runway End Safety area (RESA) 240 X 90 M – both end

E Terminal Building

1. Area 8474 Sq. m.

2. Capacity Peak Hour 500 Domestic Passenger

3. Car Parking 250 carpark

F. Apron Details

1. Dimension 122 x 246 M

2. Capacity 5 Parking base

3. PCN 62/R/C/W/T





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G Taxiway Details

1. Width 23m

2. PCN 62/R/C/W/T

3. Shoulder 3.5 meter both side

H. Navigation Aids

1. DVOR DOVR

2. PAPI PAPI @ 04 and 22

I AAI Staff Accommodation

Residential Colony Not Available

CISF Barrack Accommodation / Police Available

J. Other Facilities

1. Instrumental Landing system DVOR-DME APP. Runway/22 available

2. Residential Colony Not available

3. Runway Light Facilities Available

1. Runway edge lights (Double ckt)-

160+160 nos.

2. Turning pad lights (Double ckt)-37 no.

3. Threshold lights (Double ckt)

a. Elevated for Rwy-04-32 nos

b. Inset Type for Rwy-22- 20nos

c. Wing bar elevated- 20 nos

4. Runway End light(Double ckt)-24 nos

5. PAPI-04 &22-2 sets

6. Link Taxi edge lights (Taxi-A, B&D)-70

no.

7. Apron Edge lights (Main apron &

isolation bay)-40 no.

8. Apron flood lights (main)- 6 nos.

9. Isolation bay- 1 no.

4. Approach Lights Available

1. SAPL-04 ( Elevated type)-17 nos

2. SAPL-22( Inset type –due to displaced

threshold by 615 m)-17 nos





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2.2 Brief Description of Nature of the Project

AAI is planning the Holistic Development of Surat Airport Including Extension of

Terminal Building, Apron and Construction of Parallel Taxi Track.

Type of project:

The proposed expansion of Airport is categorized as category A under item 7 (a) of

Schedule - Gazette Notification dated Sept. 14th

, 2006 and its subsequent amendment for

preparation of Environment Impact Assessment study and Environment Management

Plan. However general condition is not applicable to this project. This project is

independent and is not linked with other project which may attract directly or indirectly

any provisions of schedule of EIA notification 2006 amended to date.

2.3 Need for the project & its Importance

The passenger traffic at Surat Airport has increased by 250 % from 194688 nos. in 2016-

17 (March to April), to 681465 nos. in 2017-18 (March to April). Similarly, the Air

Traffic Movements (ATM’s) increased by 131.4 % in from 4651 nos. in 2016-17 (March

to April) to 10762 nos. in 2017-18 (March to April).

The passenger handling capacity at Surat Airport in future shall continue to increase. In

view of rapid growth in passenger traffic of over 250 % in 2017-18 & Air craft

movement of over 131.4 % in 2017-18, Surat Airport operational infrastructure needs to

be upgraded to serve the estimated demand of over 2.6 Million Person Per Annum by

2031-32 to be achieved in phases. Improvements in connectivity will effectively

contribute to the economic performance of the wider economy through enhancing its

overall level of productivity.

2.4 Demand Supply Gap

The passenger handling capacity at Surat Airport in future shall continue to increase. In

view of rapid growth in passenger traffic of over 250 % in 2017-18 & Air craft movement

of over 131.4 % in 2017-18, Traffic forecast indicates passenger traffic demand to reach

over 2.6 Million Person Per Annum by 2031-32 to be achieved in phases.

2.5 Imports vs. Indigenous production

Not Applicable as the project is Holistic Development of Surat Airport Including

Extension of Terminal Building, Apron and Construction of Parallel Taxi Track.





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2.6 Export Possibility



2.7 Domestic/ export Markets



2.8 Employment Generation (Direct and Indirect) due to the project

The proposed project will provide direct employment during construction & operation

phase. Local workers will be hired from the nearby areas during construction

phase/workers will be sourced by construction contractor. While during the project

operation stage for the purposes of day-today professional and maintenance works,

additional staff will be required.

*********





EIA Coordinator



PROJECT DESCRIPTION

3.1 Type of Project:

AAI is planning the Holistic Development of Surat Airport Including Extension of

Terminal Building, Apron and Construction of Parallel Taxi Track.

Project falls under Category “A”, under schedule „7(a)‟ of EIA Notification dated 14th

September, 2006 & amendment made thereafter.

3.2 Location:

The project is situated at Surat - Dumas Rd, near, Magdalla, Gujarat. The airports

reference point is located at latitude 21°06'58'' N and longitude 72°44'31'' E. The Google

map is given in Figure.

Figure: Google Map





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Surat Airport Environmental Setting:

S. No Particulars Details

1. Present Land use at Airport Commercial

2. Nearest Highway/Major Road SH-168: Adjacent to the Airport Boundary

SH-197: 13.0 km towards NNE

SH-170: 12 0km towards ENE

NH-6: 9.2 km towards W


3. Nearest Railway Station Surat Railway Station : 14.0 km towards NE

4. Nearest Town/village Daman Airport : 76.0 km towards S

Bhavnagar Airport : 91.2 km towards NW

Vadodara Airport : 144 km towards NNE

5. Seismic Zone Zone III (Moderate Seismic Hazard)

3.3 Details of alternative site:

The proposed project involves Holistic Development of Surat Airport Including

Extension of Terminal Building, Apron and Construction of Parallel Taxi Track. The

construction work will be done in the land abutting the existing airport. Hence, no

alternative sites have been explored.

3.4 Size or magnitude of operation:

Surat Airport is spread over an area of 784.37 Acres. The proposal involves extension of

centrally air-conditioned two level Terminal Building of modular design with all modern

facilities and amenities as per the conceptual layout plan enclosed. The existing terminal

building is capable to handle 250 passengers per hour at Arrival Lounge & 250

passengers per hour at Departure Lounge. The area earmarked for the proposed extension

of terminal building is about 17,035 m2, for Apron (including Shoulder, GSE & Shoulder

converted to apron) is 34,940 m2 and for construction of Parallel Taxi Track (including

Shoulder) is 91,535 m2 within the existing airport premises. There is no additional





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requirement of land for the proposed developmental works. The construction work will

be done in the land abutting the existing airport.

3.5 Project Description with process details

Details of proposed Facility are as under:

S No. Description Details



Longitude: 72° 44' 42.93" E





2 + 600m

2)

6. Green Area 35950 sq. m. (33.7 %)

7. Road and Open Area (excluding surface parking

area)

41385 sq. m. (38.7 %)




11. Area of Apron ((including Shoulder, GSE &

Shoulder converted to apron )

34940 sq. m.

12. Parallel Taxi Track Area (including Shoulder) 91535 sq. m.




Maximum Demand:-

(Existing : 1016 KW; Proposed : Not Avail)

Transformer:-

(Existing: 3x500 kVA; Proposed : 3x1600

kVA)









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Fig: Site Layout Plan of Terminal Buildings

Fig: Layout Plan of Apron





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3.6 Raw Material required (Quantity & Source), Product & Mode of Transport:

Airport being a service industry doesn‟t process any raw material or deal in production

of products. The proposed project is Holistic Development of Surat Airport Including

Extension of Terminal Building, Apron and Construction of Parallel Taxi Track which

requires general construction materials viz. sand, aggregates, bricks, etc. will be used for

infrastructure (roads, service areas, buildings) development. The raw materials will be

procured from nearby markets as per requirements and transportation facilities will be

provided by construction contractor.

3.7 Resource optimization/recycling & Reuse envisaged in the Project:

The resource optimization is always pre-requisite for any development project. In quest

towards resource optimization in proposed project, the tradition practices are substituted by

modern practices involving water reduction, rain water harvesting, energy conservation etc.

As per the NBC, 2016, the per capita water requirement varies with building type. Measures

have been proposed to reduce the consumption of fresh water through efficient practices and

devices. Some of these practices include:

Regulating flow rate of fixtures used in toilets.

Dual plumbing system

By installations of sensor-based urinals such as magic eye sensor, the water use is

reduced to 0.4 liters per flush.

A normal tap works at a flow rate as high as 20 lpm. Use of low flow faucets along

with other water saving devices such as auto control valves, pressure reducing

devices, aerators and pressure inhibitors for constant flow, magic eye solenoid valve,

and self-operating valves can result in 25 – 50% of water savings.

Rainwater harvesting for ground water recharge.

AAI is following GRIHA (Green Rating for Integrated Habitat Assessment) system for

sustainable and environment friendly design. All the new buildings will be constructed as

per the ECBC (Energy Conservation Building Code) norms and obtain 4 star GRIHA rating.





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3.8 Availability of Water, Energy / Power Requirement & Source:

3.8.1 Population :

S.No. Description Total Population

2031-2032

Total Population

(Total annual passenger

traffic/365)

1 Terminal Building (Passenger Load) 2.6 MPPA 7123

2 Permanent Terminal Building Population

(AAI Staffs)

250

3 Permanent Terminal Building Population

(Food Courts & Other facilities)

200

4 Visitors 712

3.8.2 Water requirement:

The daily consumption of water in Terminal Building during operation phase for

domestic use will be about 531 KLD out of which 301 KLD will be fresh water and 230

KLD will be recycled/treated water. The water requirement for Landscaping, HVAC &

DG cooling will be about 250 KLD (treated water). The water will be met through Surat

Municipal Corporation (SMC) water supply. The details of water requirement and

wastewater generation for operation phase are as follows:

A. Construction phase:

Domestic Water

Domestic water during construction phase for approx 100 nos. of workers will be 5

KLD, which will be met through the construction contractor / from the supply line of

SMC as specified in the contract award. The potable water supplied for construction

workers will be treated to meet the potable water specification by the contractor as per

SMC water quality norms / IS10500. Domestic wastewater will be generated, collected

and retained in the bio toilets provided by construction contractor.

B. Operational Phase:

S. No. Particulars Population Fresh water demand Treated water demand Total water demand

1. Passengers 7123 @40 lpcd: 285 KLD @30 lpcd: 214 KLD 499 KLD

2. Visitors 712 @5 lpcd: 4 KLD @10 lpcd: 7 KLD 11 KLD

3. Airport Staffs 250 @25 lpcd: 7 KLD @20 lpcd: 5 KLD 12 KLD





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4. Food Courts &

Other facilities

200 @25 lpcd: 5 KLD @10 lpcd: 2 KLD 7 KLD

5. HVAC & DG @10 L/TR for 24 hrs : 216 KLD &

@0.9*3000kVA*6hrs : 16 KLD

(232 KL One Time Requirement

and 70 KLD Daily requirement)

70 KLD 70 KLD

6. Landscaping 35950 m2 (@ 5 ltr/sq.m.) 180 KLD 180 KLD

Total -- 301 KLD 478 KLD 779 KLD

Source: NBC 2016

Water Balance

Fresh water

301 KLD

Passengers

301 KLD

STP treated

water

478 KLD

481 KLD

Waste water

S

T

P

Capacity

600 KLD

Sludge &

evaporation

losses

48 KLD

Recycled/ reused for flushing, landscaping

Daily water demand: 779 KLD

{301 KLD (fresh) + 478 KLD (recycled/ reused water)}

HVAC & DG Cooling

232 KL

240KLD

Food Court

5 KLD

Landscape

180 KLD

9 KLD

228 KLDFlushing

228 KLD

Treated water from

SMC

45 KLD

162 KLD Re-circulated

70 KLD

433 KLD

Airport Staff & Visitors

11 KLD

4 KLD

3.8.3 Power Demand

The total Connected load is (Existing : 2000 KW; Proposed : 2045 KW) and Maximum

Demand:- (Existing : 1016 KW; Proposed : Not Available) at Surat Airport, Surat. The

power supply shall be drawn from existing Torrent Power supply.





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There will be power backup through DG sets of capacity of 1000 kVA (3 nos.) used in

case of power cut or failure. DG set will be provided with an effective safe stack height

for proper dispersion of pollutants that will keep the emissions within the permissible

limit. The fuel required will be HSD (as and when used).

Renewable source of energy in the form of solar will be proposed as per ECBC, 2017 &

Gujarat building Bye Laws 5% of connected load (4045 KW) i.e, 200 KW solar PV

power plant will be established to generate solar power.

3.7.4 STORM WATER MANAGEMENT:

Construction phase

Contaminant Sources Impact Mitigation

Sediment &

Floatables

Streets, lawns, driveways,

roads, construction

activities,

During construction, sediment fencing or other erosion

control devices will be used to mitigate the short-term

adverse impacts of sedimentation.

Oil & Grease Roads, driveways, parking

lots etc.

Oil & Grease trap will be provided to remove oil &

grease, suspended matter, and ensure the quality of water.

Storm water control and rain water harvesting will be done as per the standards laid

down by CGWA & BIS. Following measure will be adopted for the same:

Construction Sequencing: Construction sequencing (involves disturbing only part of a

site at a time to prevent erosion from dormant parts) has been done at site. Grading

activities and construction are completed and soils are effectively stabilized on one part

of the site before grading and construction commence at another part.

Compost Blankets: A compost blanket is a layer of loosely applied composted material

placed on the soil in disturbed areas to reduce storm water runoff and erosion. This

material fills in small rills and voids to limit channelized flow, provides a more

permeable surface to facilitate storm water infiltration, and promotes re-vegetation.

Post Construction Phase:

a. Design:





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For good design of rainwater harvesting, following points are to be kept under

consideration:

Ideal location with good ground slope.

The location has adequate subsurface permeability of the aquifer to accommodate

maximum recharge of rainwater through injection well.

Rate of filtration should exceed average rainfall intensity.

Clogging of filtration media should be cleaned periodically.

Ground water pollution does not take place.

b. Baseline:

The average annual rainfall (based on last 5 years rainfall data) at Surat station is 1808

mm.

Rain Fall Data (last 5 years):

S. No. Year Annual Average Rainfall

1 2017 1243.7

2 2016 1093.3

3 2015 899.9

4 2014 849.5

5 2013 1958

Total 6044.4 say 6044

Average 1208.8 say 1208

Source: IMD, Surat

c. Calculation of No. of RWH Structures:

The rain water harvesting structures are calculated on the basis of peak intensity of

rainfall recorded as 40 mm/hr considering 15 minutes of peak rainfall. The same has

been done to avoid flooding of the area.

S.

No

Type of

Structure/ Surface

Area [A]

(sq. m.)

Run off

Coefficient

[C]

Intensity

of rainfall

(m/hour) [I]

Total Recharge

[Q = CIA]

(m3/hr)

1. Roof Top 13710 0.85 0.04 466.14





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2. Landscape 35950 0.15 0.04 215.70

3. Road, Open &Paved area 57110 0.65 0.04 1484.86

Grand Total (1-3) 141365 2166.70

Total Rain Water Flow : 2166.70 m3/hr

Considering 15 minutes of peak rainfall,

Runoff volume : 541.67 m3/hr

Volume of each pit : 100 m3 (5 m x 5 m x 4.5 m)

Total no. of rain water harvesting pits required : Total run-off volume/volume of each pit

: 541.67/112.5

: 4.81 say 5 nos.

Therefore, 5 Nos. rain Water Harvesting pit of size 5 m length x 5 m width x 4.5 m depth

with PVC slotted pipe upto minimum depth of 20 m.

d. Design of Rain Water Harvesting Structure:

The dimensional parameters of Desilting/Settlement chamber would be 3 m (length) x 3

m (width) x 1.30 (depth). In Desilting chamber, 0.30 m depth below outflow is kept for

silt deposition. The filtration tank dimension would be 3 m (length) x 3 m (width) x 1 m

(depth) with 0.15 m dia recharge well of 30 m depth depending upon the formation for

recharge in aquifer through vadose zone.

e. Calculation of annual recharge:

S.

No

Type of

Structure/ Surface

Area [A]

(sq. m.)

Run off

Coefficient

[C]

Intensity

of rainfall [I]

(m/annum)

Total Recharge

[Q= CIA]

(m3/ annum)

1. Roof Top 13710 0.85 1.208 14077.43

2. Landscape 35950 0.15 1.208 6514.14

3. Paved area 57110 0.65 1.208 44842.77

Grand Total (1-3) 106770 65434.34





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Total Annual Recharge to Ground Water Regime of the area through rainwater harvesting

structure would be 65434.34 m3/ annum.

3.9 Waste Generation & Management

Solid Waste management:

Solid waste generated from the airport mainly comprises of food waste and garbage

waste. Further, small quantities of sludge from STP and other waste are being generated.

The solid waste generated will be first segregated as plastic, glass, paper, and other waste

separately and disposed off as per applicable Rules.

Solid Waste Calculation:

Particulars Population Basis Quantity of waste generated (in kg/day)

Passengers 7123 @0.15 kg/day 1068

Visitors 712 @0.12 kg/day 85.44

Airport Staffs 250 @0.3 kg/day 75

Food Courts &

Other facilities

200 @0.20 kg/day 40

Waste From Aircraft 48 @3 kg/Aircraft 144

Landscaping 8.88 acres @0.2kg/acre/day 1.77

Total 1414.21 Say 1414 kg/day

*Source: NBC 2016

Break Up of Residential Solid Waste:-

Particulars Quantity (kg/day) % Percentage

Biodegradable 671 47.43

Paper 115 8.13

Plastic/rubber 143 9.22

Metal 7 0.5

Glass 1 0.01

Rags 64 4.49

Other 57 4.02

Inerts 356 25.16





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Total 1414 100

Source: Municipal Solid Waste Management Manual-Part-II, CPHEEEO, MOUD, 2016

Bins Particulars Treatment Disposal

Green Compostable waste Collected in green colored bins and sent

to the SMC

Will be sent to municipality

disposal site

White Dry/ recyclable

waste:

No in-situ treatment.

Collected in white colored bins and sent

to solid waste collection point. Segregated waste will be

handed over to authorized

waste pickers or waste

collectors.

Black Other waste/

Domestic hazardous

waste

No in-situ treatment.

Collected in Black colored bins and

sent to solid waste collection point

Source: Municipal Solid Waste Management Manual, CPHEEEO, MOUD, 2016

Waste water treatment & management:

During operation phase, wastewater generated from Airport premises will be treated in

Sewage Treatment Plant (STP) comprising primary, secondary and tertiary treatment

facilities.

3.10 Schematic representations of the Feasibility drawing which give information of

EIA purpose:





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Fig: Master Plan of Surat International Airport, Surat

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SITE ANALYSIS

Introduction:

Site analysis is a pre-design research activity which focuses on existing and potential

conditions on and around the building site. It is an inventory of the site factors and

forces, and how they coexist and interact. The purpose of the analysis is to provide

thorough information about the site assets and liabilities prior to starting the design

process. The typical site analysis includes the site location and size, neighborhood

context, zoning, legal aspects, geology, physiographic (natural and man-made

features), hydrology, soils, vegetation, wildlife, climate, culture, pedestrian and

vehicular circulation, access, utilities, historic factors, density, sensory stimuli, and

any other factor deemed appropriate for the particular site. This chapter discusses the

site Profile, landform, and existing land use and drainage pattern. The land details,

climate and meteorological parameters are also described in various sections of this

chapter

4.1 Connectivity:

Surat Airport (IATA: STV, ICAO: VASU) is an International airport located in

Magdalla, Surat in the western Indian state of Gujarat with a total area of 784.37

Acres. It is the second busiest airport in Gujarat after Ahmedabad in terms of both

aircraft movements and passenger traffic.

Particular Details

Nearest Highway/Major Road, SH-168: Adjacent to the Airport Boundary





Railway Station Surat Railway Station : 14.0 km towards NE

Public Transport

Plenty of tourist buses, taxis and luxury coaches are available

to and from important cities of the state and that of the

country.





EIA Coordinator



4.2 Land Form, Land Use & Land Ownership

Presently, the airport is situated on 784.37 Acres. The new airport terminal was

inaugurated in the year 2009 and licensed by the DGCA as aerodrome for public use in

2011 as per the ICAO guidelines. Air India, the National carrier had started its

operation since May, 2007 and remained the sole service provider to STV, until

February, 2012. The land ownership of 784.37 Acres is reserved with Airport Authority of

India.

4.3 Topography

Geomorphologically the district can be divided into two zones, the major portion of it

forms a flat planar topography except for a few rocky features in the extreme southern

portion.

Source: http://en-in.topographic-map.com/places/Ahmedabad-7809992

Fig: Topographical Map of Surat Airport, Surat





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4.4 Existing Land use Pattern

The land use pattern of the existing airport remains same. The Holistic Development

of Surat Airport Including Extension of Terminal Building, Apron and Construction

of Parallel Taxi Track will be converted into commercial category.

4.5 Existing Infrastructure of Site

Existing infrastructure details are given in Section-2.1.

4.6 Soil Classification

The basaltic lava flows are covered by black clayey to loamy soil. It is in general

ranges in thickness up to one meter. The colour of the soil turns brown due to high

iron content at places. In the piedmont slope area the soil is shallow to moderately

deep, moderate to severely eroded and non calcareous in nature. The texture is silt

clay loam to clay loams. The clay content varies from 30 to 60%. The water holding

capacity of the soil is moderate. In the midland and flood plain areas, the soil is deep

to very deep, light greyish to yellowish brown in colour. The texture is fine clay loam

to sandy loam. The clay content varies from 25 to 60%. In coastal region the soil is

deep to very deep dark grey to black colour. The texture is clay loam to silty loam.

The area is affected by tide as well as leaching of salts from up land forming saline

alkali soils. The content of clay in this is high and permeability is low (mud flats).

(Source:- Ground Water Brochure Surat District Gujarat &

http://www.gujenvis.nic.in/PDF/soil.pdf)

4.7 Climate Data from Secondary Sources

General climate of the district is sub-tropical and is characterised by three well-

defined seasons, i.e. summer - from April to June, monsoon - from July to September,

and winter - from October to March.

Long term normal rainfall (1951-80) for the SURAT IMD station is about 1210 mm

for stations monitored by Govt. of Gujarat. The rainfall data for other stations falling

in the district is available for the period between 1963 to 2012. It is seen that the

average annual rainfall varies between 901.29 mm at Olpad and 1483.3.mm at

Mahuva. The minimum recorded rainfall during these years varied between 378 mm

(Bardoli -1996) and 542 mm (Mahuva –2011). The maximum recorded rainfall varied





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from 1939 mm (Olpad –1976) to 3529 mm (Mahuva –1970). The Statistical Analysis

of Rainfall Data (1963-2008)

(Source: Ground Water Brochure Surat District Gujarat).

4.8 Social Infrastructure Available

The existing social infrastructure in the Surat which is located at about 10 km from

the airport are:

Hospital with ambulance;

Banks;

Post office;

Bus station;

Fire station;

Secondary school;

Police station;

Shopping complex;

Sports infrastructure (Stadium & Camps etc);

Community halls;

Cinema halls; and

Primary health care centers

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EIA Coordinator



PLANNING BRIEF

5.1 Planning Concept

This is a planned airport development project to cater aviation demand as per Master Plan.

The Holistic Development of Surat Airport Including Extension of Terminal Building, Apron

and Construction of Parallel Taxi Track is proposed. Other facilities such as power,

transportation and communication, social infrastructure facilities are already available at

project site as the proposed project lies within Surat Airport, Surat.

5.2 Population Projection

As per current traffic data, the Surat Airport handled 681465 passengers in 2017-18. The

airport is expected to handle 2.6 Million passengers by 2031-32.

5.3 Land use planning

Land use has been categorized based on the following functional groups:

Airfield Dependent: Land uses with the highest location and area priority include those that

are fully within the airfield, or overlapping the airside-landside boundary.

Airport Supporting: Land uses with functional priority include those that are required for

the airport to function. Their location may be on the airside or landside but preferably within

the airport boundary.

Commercial: Land uses that are fully provide non-aviation revenues. These uses have

flexibility of location but should not interfere with the functional operation of Airfield

Dependent or Airport Supporting Land Uses.

Infrastructure & Open Space: These land use areas are determined by the needs of all the

land uses above. Since supporting infrastructure must be within the development areas the

first three groups determine the area required for this group. Open space includes those areas

remaining which cannot be developed.

5.4 Assessment of Infrastructure Demand (Physical & Social)

Social Demand

On the basis of the preliminary site visit, the infrastructure demand in the nearby area is

assessed on the basis of need and priority:





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The assessment will be identified in the socio economic survey, after the grant of TOR and

will be submitted at the time of final presentation regarding Environmental Clearance.

Physical infrastructure

Physical infrastructure is an important aspect of the site. It determines the quality of life to a

large extent. Physical infrastructure deals with:

Water supply

Electricity

Waste management & treatment

Water supply

The daily consumption of water in Terminal Building during operation phase for domestic

use will be about 531 KLD out of which 301 KLD will be fresh water and 230 KLD will be

recycled/treated water. The water requirement for Landscaping, HVAC & DG cooling will be

about 250 KLD (treated water). The water will be met through Surat Municipal Corporation

(SMC) water supply.

Electricity

The total Connected load is (Existing : 2000 KW; Proposed : 2045 KW) and Maximum Demand:-

(Existing : 1016 KW; Proposed : Not Available) at Surat Airport, Surat. The power supply shall

be drawn from existing Torrent Power supply.

There will be power backup through DG sets of capacity of 1000 kVA (3 nos.) used in case

of power cut or failure. DG set will be provided with an effective safe stack height for proper

dispersion of pollutants that will keep the emissions within the permissible limit. The fuel

required will be HSD (as and when used).


Gujarat building Bye Laws 5% of connected load (4045 KW) i.e, 200 KW solar PV power

plant will be established to generate solar power.

Solid Waste management:

Solid waste generated from the airport mainly comprises of food waste and garbage waste.

Further, small quantities of sludge from STP and other waste are being generated. Collection





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and handling of domestic solid waste is being done in line with the provisions of the Solid

Waste Management Rules 2016.

Waste water treatment & management:

During operation phase, wastewater generated from Surat Airport will be treated in Sewage

Treatment Plant (STP) comprising primary, secondary and tertiary treatment facilities.

5.5 Amenities/Facilities

The following facilities will be available in the airport premises

Baggage handling system

Passenger boarding bridges

Flight information and displays

Sewage treatment facility

Fire fighting system

Security equipments

Restaurant

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EIA Coordinator



PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

Surat Airport is spread over an area of 784.37Acres. Airports Authority of India (AAI)

Holistic Development of Surat Airport Including Extension of Terminal Building, Apron and

Construction of Parallel Taxi Track. The area earmarked for the proposed extension of

Terminal Building is about 17,035 m2, for Apron (including Shoulder, GSE & Shoulder


Shoulder) is 91,535 m2 within the existing airport premises. The total Built-up area envisaged

for the proposed terminal Building will be 26250.00 m2.

The Brief details are as under:

S No. Description Details



Longitude: 72° 44' 42.93" E





2 + 600m

2)

6. Green Area 35950 sq. m. (33.7 %)

7. Road and Open Area (excluding surface

parking area)

41385 sq. m. (38.7 %)




11. Area of Apron ((including Shoulder, GSE

& Shoulder converted to apron )

34940 sq. m.

12. Parallel Taxi Track Area (including

Shoulder)

91535 sq. m.




Maximum Demand:-

(Existing : 1016 KW; Proposed : Not Available)

Transformer:-

(Existing: 3x500 kVA; Proposed : 3x1600 kVA)





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6.2 Residential Area (non-processing area)

Not Applicable as the project is Holistic Development of Surat Airport Including Extension

of Terminal Building, Apron and Construction of Parallel Taxi Track.

6.3 Green Belt

Approximately 35950 sq. m. (33.7 %) of the total project area will be under green belt and

plantation. Entire landscaping is irrigated with treated waste water having automatic water

efficient water dispensing system.

6.4 Social Infrastructure

The proposed infrastructure will be identified in the socio-economic survey, after the grant of

ToR and will be submitted at the time of final presentation regarding Environmental

Clearance.

6.5 Connectivity

Surat Airport (IATA: STV, ICAO: VASU) is an International airport located in Magdalla,

Surat in the western Indian state of Gujarat with a total area of 784.37 Acres. It is the second

busiest airport in Gujarat after Ahmedabad in terms of both aircraft movements and

passenger traffic. The connectivity details are as below:

Particular Details

Nearest Highway/Major Road, SH-168: Adjacent to the Airport Boundary





Railway Station Surat Railway Station : 14.0 km towards NE

Public Transport

Plenty of tourist buses, taxis and luxury coaches are available

to and from important cities of the state and that of the

country.





EIA Coordinator



6.6 Drinking Water Management (Source & Supply of Water)

The daily consumption of water in Terminal Building during operation phase for domestic

use will be about 531 KLD out of which 301 KLD will be fresh water and 230 KLD will be

recycled/treated water. The water requirement for Landscaping, HVAC & DG cooling will be

about 250 KLD (treated water). The water will be met through Surat Municipal Corporation

(SMC) water supply.

6.7 Sewerage System

As per water balance diagram, 577.2 KLD sewage will be generated after the proposed

development at Surat Airport which will be treated in STP of 600 KLD capacity.

6.8 Industrial Waste Management

No Industrial waste will be generated from the project.

6.9 Solid waste Management

Solid waste generated from the airport mainly comprises of food waste and garbage waste.

Further, small quantities of sludge from STP and other waste are being generated. Collection

and handling of domestic solid waste is being done in line with the provisions of the Solid

Waste Management Rules 2016.

6.10 Waste water treatment & management

During operation phase, wastewater generated from Airport will be treated in Sewage

Treatment Plant (STP) comprising primary, secondary and tertiary treatment facilities. The

treated wastewater from the STP will be used for flushing, landscaping and HVAC & DG

cooling.

6.11 Power Requirement & Supply/ Source

The total Connected load is (Existing : 2000 KW; Proposed : 2045 KW) and Maximum

Demand:- (Existing : 1016 KW; Proposed : Not Avail) at Surat Airport, Surat. The power

supply shall be drawn from existing Torrent Power supply.

There will be power backup through DG sets of capacity of 1000 kVA (3 nos.) used in case

of power cut or failure. DG set will be provided with an effective safe stack height for proper

dispersion of pollutants that will keep the emissions within the permissible limit. The fuel

required will be HSD (as and when used).





EIA Coordinator




Gujarat building Bye Laws 5% of connected load (4045 KW) i.e, 200 KW solar PV power

plant will be established to generate solar power.

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EIA Coordinator



REHABILITATION & RESETTLEMENT (R&R) PLAN

7.1. Rehabilitation & Resettlement (R&R) Plan

Introduction:

Airport Authority of India (AAI) proposes Holistic Development of Surat Airport Including

Extension of Terminal Building, Apron and Construction of Parallel Taxi Track. Surat

Airport is spread over an area of 784.37 Acres. Airports Authority of India (AAI) Holistic

Development of Surat Airport Including Extension of Terminal Building, Apron and

Construction of Parallel Taxi Track. The area earmarked for the proposed extension of

terminal building is about 17,035 m2, for Apron (including Shoulder, GSE & Shoulder


Shoulder) is 91,535 m2 within the existing airport premises. The total Built-up area envisaged

for the proposed terminal Building will be 26,250.00 m2. The land ownership of is reserved

with Airport Authority of India.

Therefore Rehabilitation and Resettlement (R&R) is not applicable for proposed project.

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EIA Coordinator



PROJECT SCHEDULE & COST ESTIMATES

8.1 Likely Date of Start of Construction and Likely Date of Completion

Development/Construction Work shall be started after grant of Environment Clearance from

MoEFCC and consents from GSPCB.

8.2 Project Cost Estimation

Estimated cost of work for Holistic Development of Surat Airport Including Extension of

Terminal Building, Apron and Construction of Parallel Taxi Track & allied works is worked

out to be Rs. 353.25 Crores.

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EIA Coordinator



ANALYSIS OF PROPOSAL

9.1. Analysis of the Proposal

The present proposal of Holistic Development of Surat Airport Including Extension of

Terminal Building, Apron and Construction of Parallel Taxi Track. Improvements in

connectivity will effectively contribute to the economic performance of the wider economy

through enhancing its overall level of productivity. The project will boast economic

growth benefitting the whole region through the generation of both direct and indirect

economic value. Airport operations will have a considerable economic and social

impact in surrounding regions.

These benefits extend far beyond the direct effect of an airport’s operation on its

community development to the wider benefits that air service accessibility brings to

business interests and to consumers. The construction and operation of airport will

generate direct employment opportunity, indirectly contributed jobs through supply

chain, enhance induced impact through tourism. Thus the project will prove beneficial

to the area.

.

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