conceptual plan rev02

Delhi International Airport Limited

Approval of Terms of Reference (TOR) For Development of Commercial Building as LP-1B-03 at Gateway District of Aerocity, IGI Airport, New Delhi

Conceptual Plan

ITHC/PRJ/18-19/EIA/149/Rev.03 32 IND TECH HOUSE CONSULT

1.0 INTRODUCTION

The Proposed commercial building project is located at LP-1B-03 at Gateway District, Aerocity, Indira Gandhi International Airport, New Delhi. The developer of the project is Delhi International Airport Limited. The objective of the study is to carry out Environmental Impact Assessment (EIA) for the proposed project to meet the environmental compliance laid down by the Ministry of Environment, Forest & Climate Change (MoEF&CC), Govt. of India. The scope of the study would be as per the EIA guidelines outlined by the MoEF for new construction project.

Fig 1: Master Plan For Delhi 2021

2.0 PROJECT DETAILS

The proposed project is planned at Gateway District, Aerocity, Indira Gandhi International Airport, New Delhi on a total Plot area of 31,944sq m. The total built-up area is approximately 4,29,214 sq m. The project will provide following facilities for comfortable living.

• 24 X 7 hrs. Security

• Landscaping



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• Provision for lifts and comfortable staircase.

• Adequate Parking facility,

• DG set Power back up.

The Design approach shall be sensitive to environmental issues. The main thrust shall be laid on Energy conservation, safety and ease of maintenance and current technological development. The Design Philosophy is to ensure fulfillment of all functional requirements in accordance with Design Guidelines, Relevant Standards and Codes as well as local Bye laws. The salient features of the project are given in table: 1 below

Table1.Area Statement for proposed project

Plot Area Related Information

Plot Area 31944 sqm

Permissible Ground Coverage Area 23958 sqm

Ground Coverage Area Proposed 19167 sqm

Open Area/Circulation/Parking 9582 sqm

Green Area 3195 sqm

Building Related Information

Type of Use Office cum Retail

No. of Floor of Building 8B+LG+G+9

Maximum Height of the building 40.003 m

FAR in Office Area 150451 sqm

FAR in Retail 37613 sqm

FAR Area Achieved 188064 sqm

Other Non FAR Area 18806 sqm

Total Area without Basement 206870 sqm

Number of Basement 8

Basement Area under Non FAR 222344 sqm

Total Built up area 429214 sqm

Number of Floors LG+G+9

Population Related

Working Population Office 15045 Heads

Working Population in Retail 1254 Heads

Total Working Population 16299 Heads

Floating Population in Office 3010 Heads

Floating Population in Retail 11284 Heads

Total Floating Population 14294 Heads

Service Personnel 163 Heads

Water Calculation

Source of water Delhi Jal Board

Fresh Water Requirement Office 391 kld

Flushing Water Req. Office 331 kld

Fresh Water Retail 87.77 kld



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Flushing water Retail 137.92 kld

Fresh Water Service Personnel 4.075 kld

Flushing Water Service Personnel 3.26 kld

Total domestic water required 483 kld

Total Flushing Water Required (Recycled) 472 kld

Sewage Generated 859 kld

STP Capacity 1050 kld

Treated Waste Water Generated 773 kld

HVAC Water Requirement (174 Fresh + 301

Recycled) 475 kld

DG Cooling Water Requirement (Fresh) 5.4 kld

Landscape Water Req (Fresh) 3.195 kld

Quantity of Sewage Generation 858.596 kld

Total Fresh water Req 665 kld

Total Water Requirement 1438 kld

Power

Source of Power BSES

Power Requirement 16000 kVA

HVAC Capacity 4750 TR

DG Backup (number x kVA) 3000 kVA

Parking

Parking Required 3 ECS / 100 sqm FAR

Parking Required 5641.92 ECS

Parking Provided 5642 ECS

Solid Waste Generation

Quantity of Solid Waste Generation 5.54 TPD

3.0 CONNECTIVITY

The connectivity of Site is given below:

S.No Accessibility Description Distance & Direction

1

Highway/ Road NH 8 0.23 KM SE

NH 2 13.5 KM E

NH 24 13.8 KM NE

NH 236 6.6 KM SE

NH 10 13.4 KM N

2 Railway Station

Delhi Cantonment (3.8 km, N)

Shahbad mohammadpur

New Delhi Railway Station

3.8 KM N

11.5 KM N

13.5 KM NE

3 Airport IGI Airport Adjacent to IGI Airport



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Fig 1: Project site Location

Fig 2: 10 km radius map



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Fig 3: 500 m radius map

A 28° 33' 09.64"N ,

77° 07' 27.88" E

B 28° 33’ 08.38"N ,

77° 07' 32.71" E

C 28° 33' 02.08"N ,

77° 07' 29.99" E

D 28° 33' 02.95"N ,

77° 07' 25.80" E

PROJECT SITEA

B

CD

4.0 PROJECT SURROUNDINGS The Project site is at 28° 33’ 05.75"N & 77° 07' 28.95". (Source: Survey of India). The details of site surroundings are given below in Table- 2.

Table-2: Site and Surrounding of the project Site

S. No. Particulars Details

1. Nearest National Highway NH 8 0.23 KM SE

NH 2 13.5 KM E

NH 24 13.8 KM NE

NH 236 6.6 KM SE

NH 10 13.4 KM N

2. Nearest Railway Station Delhi Cantonment 3.8 km, N Shahbad mohammadpur 11.5 km, N New Delhi Railway Station 13.5 KM NE

3. Nearest Airport Indira Gandhi International Airport: Adjacent to Project site

4. Nearest Town/ City New Delhi

5. River Body Yamuna River: 14.2 KM NE Najafgarh Drain: 9 KM NW

6. Hills/ Valleys Nill

7. Site Topography Plain

8. Archaeologically Important Site

Nil



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9. National Parks/ Wildlife Sanctuaries

Asola Wild Life Sanctuary: 14.73 Km SE

10 State Boundary Delhi Haryana border is at 5.4 km SW

12. Seismicity The study area falls under Seismic Zone-IV

5.0 OCCUPANCY DETAILS The population of the proposed project will be 30,756 persons. The detailed population breakup is given below in the following Table -3.

Table -3 Population Break up

Population Details

Working Population Office 15045

Working Population in Retail 1254

Total Working Population 16299

Floating Population in Office 3010

Floating Population in Retail 11284

Total Floating Population 14294

Service Personnel 163

6.0 WATER DEMAND

6.1 Water supply & source The water supply for the project during operation phase will be sourced from DJB. The total water requirement based on the population will be 1438 KLD. The daily water requirement calculation for proposed project and waste water generation and reuse details are provided in table 4 and the water balance Diagram is given below in Figure-5.

Table 4: Calculations for Daily Water Demand for proposed project

Water Calculation

Source of water Delhi Jal Board

Fresh Water Requirement Office 391 kld

Flushing Water Req. Office 331 kld

Fresh Water Retail 87.77 kld

Flushing water Retail 137.92 kld

Fresh Water Service Personnel 4.075 kld

Flushing Water Service Personnel 3.26 kld

Total domestic water required 483 kld

Total Flushing Water Required (Recycled) 472 kld



Conceptual Plan


Sewage Generated 859 kld

STP Capacity 1050 kld

Treated Waste Water Generated 773 kld

HVAC Water Requirement (174 Fresh + 301

Recycled) 475 kld

DG Cooling Water Requirement (Fresh) 5.4 kld

Landscape Water Req (Fresh) 3.195 kld

Quantity of Sewage Generation 858.596 kld

Total Fresh water Req 665 kld

Total Water Requirement 1438 kld

WATER BALANCE DIAGRAM

Total Waste

water : 859

KLD

Proposed

STP :1050

KLD

Flushing water for office : 331

KLD

Fresh water for retail : 88 KLD

Waste Water : 313 KLD



Treated Water

: 773 KLD

Total Fresh

Water

Demand:

665 KLD

Zero Discharge

Flushing water for retail: 138

KLDWaste Water : 138 KLD

Waste Water : 3 KLD

Recycled Treated Waste

water : 773 KLD

Treated

water

reuse :

773 KLD

Gardening: 3 KLD

Total Water

Demand of

project : 1438

KLD

D.G Cooling : 5 KLD

Waste Water : 3 KLD

Fresh water for Service

Personal : 4 KLD

Flushing water for service

Personal: 3 KLD

HVAC : 475 KLD (Fresh 174

KLD + Treated 301 KLD)

Fresh water for office : 391

KLD

Fig 5: Water Balance Diagram

7.0 SOLID WASTE GENERATION, COLLECTION, TRANSPORT AND DISPOSAL

Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are to be followed for the management solid waste:

• Construction yards are used for storage of construction materials.

• The excavated material such as topsoil and stones will be stacked for reuse during later stages of construction.

• Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping of the Commercial Project.

• Remaining soil shall be utilized for the construction activity like development of roads with in the airport land.



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Figure 6: Solid Waste Management Scheme (Construction Phase)

Table 5: Quantity of Waste Generation

WASTE GENERATION

Total Waste Generation 5.54 TPD

Organic Waste Generation 3.32 TPD

Sludge Generation 299.5 KG/Day

Hazardous Waste Generation (DG Waste Oil)

2.53 Lts/ Day

� Collection and Segregation of waste 1. The local vendors will be hired to provide separate colored bins for dry

recyclables and Bio-Degradable waste. 2. For adequate number of colored bins (Green and Blue bins– separate for Bio-

degradable and Non Bio-degradable) are to be provided at the strategic locations of the commercial area.

3. Litter bin will also be provided in open areas like parks etc. 8.0 POWER REQUIREMENT DETAILS

The power supply shall be supplied by BSES Rajdhani Maximum power Demand for the proposed project is 16000 kVA.

Table: 6 Power Demand

Electrical - Demand Load 16000 kVA

Power Back-up – DG Sets 3000 kVA

DG Stack Height As per CPCB norms



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8.1 Backup Power Details There is provision of DG sets of 3000 KVA for power back up in the proposed project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.

9.0 LANDSCAPE & SHELTERBELT DEVELOPMENT

About 10% of the plot area will be developed as green area. 10.0 PARKING FACILITIES

Adequate provision will be made for parking at the proposed commercial Project. There shall also be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth movement at the site.

10.1 Parking Details Table: 8

Required Parking 3ECS/100 Sqm

Parking Required 5641.92 ECS

Proposed Parking 5642 ECS

11.0 SEISMICITY

Based on the tectonic features and records of earthquake, a Seismic Zoning map has been developed for the country by Bureau of Indian Standard (BIS). The area under study falls in Seismic Zone-IV. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structures. Earthquake resistant construction material will be used.

12.0 EMERGENCY LIGHTING

The emergency lights operated on battery power should be provided at appropriate locations – such as corridors, common area, staircase, exit and entrance doors, parking, etc. The transformers will be kept energized and should feed independently alternate rows of lights so that in case of failure of one transformer, there will not be complete darkness.

13.0 FIRESAFETY

� Fire Fighting Designed: As per National Building Code 2016/guideline of District fire department.

� Fire Tender route with access to each block.

� Fire escape staircases as per NBC requirements.

� Fire Alarm system

� Sand buckets will be placed on each floor of convenient shopping.



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14.0 ENVIRONMENTAL POLLUTION MITIGATION MEASURES

14.1 Air Pollution

Increased traffic generation due to project (5642 ECS of parking space proposed for the project is not going to cause significant increase in atmospheric concentration of gases and will not result in heat island formation as adequate landscaping has been provided.

Mitigation Measures for Air Pollution during Construction Stage The impact on ambient air quality during construction stage around the project site will be

assessed. Various construction activities especially related to handling of loose material

likely to cause generation of fugitive dust will affect the air quality of the surrounding area of

the project site. To minimize such impact following measures shall be taken:

� The construction material will be carried in properly covered vehicles.

� Construction material will be stored at identified site/temporary godowns at site.

� All the loose material either stacked earth or transported shall be provided with suitable covering such as tarpaulin, etc.

� Internalroadswillbemaintainedingoodconditionswithregularsprinklingofwater(WB) to curb the dust nuisance to the surrounding

� Water sprinkling shall be done at the location where dust generation is anticipated.

� Tin sheets will barricade the periphery of the plot.

Mitigation Measures for Air Pollution during Operational Stage Operation of DG Sets is the only source of air pollution during operational phase. Sufficient stack height will be provided for proper dispersion of pollutants. Also, it is proposed to minimize air pollution by providing plantation as buffer on the periphery of the project site and on the open spaces. An area of 3195 m2 i.e. 10 % of the total area has been kept for plantation purposes.

14.2 Water Pollution

The source of water pollution during construction and operation phase is due to waste water generated from toilets and washing.

Mitigation Measures for Water Pollution during Operational Stage: Waste water generation and treatment and reuse are dealt in 6.1.

14.3 Noise Environment

It is envisaged that within the proposed project there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as



Conceptual Plan


buffer on the sides of internal roads, on the open spaces inside and around the periphery of whole complex. Proper maintenance of the internal roads will also be carried out and Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities.

DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits. Mitigation Measures for Noise Pollution during Construction Stage Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, ear muff / ear plug shall be given to the workers working around or operating plant and machinery emitting high noise levels. Use of such plant or machinery shall not be allowed during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact. Mitigation Measures for Noise Pollution during Operation Stage It is envisaged that there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the open spaces and around the periphery of whole complex. Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities

DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits.

15.0 CONSTRUCTION MATERIALS

The following construction materials are required for residential construction;

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Cement 5. Fly Ash 6. Reinforcement steel 7. Plywood & steel shuttering 8. Pipe scaffolding (cup lock system) 9. Bricks 10. Marble

11. P.V.C. conduit 12. MCBs/DBs 13. PVC overhead water tanks 14. Pavors 15. GI pipe 16. waste water lines 17. S.W. sewer line upto main sewer 18. PVC pipes 19. Glass 20. Joinery hardware

Apart from this, in order reduce the overall energy requirement of the building materials with low U value will be used.

16.0 LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv) DG Sets (v) Cranes



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(vi) Road roller (vii) Bulldozer (viii) Tower Cranes (ix) Hoist (x) Labor Lifts (xi) Concrete pressure pumps

conceptual plan rev02

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