ENVIRONMENTAL IMPACT ASSESSMENT

New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of Existing Expandedp Terminal Building, Associated City Side Facilities, ExpExpansionpansiona of Apron and Link Taxiway Track, Multitii -LevelLevele Car Park and CargoCargo Terminal at the Pune Civil Enclave (Pune Airport)

Project Proponent Airport Authority of India Pune International Airport, Lohgaon, Pune – 411 032, Maharashtra

NABET Accredited Environmental Consultant EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

Table of Contents

Undertaking from Airports Authority of India Declaration by M/s ABC Techno Labs (India) Pvt. Ltd. Declaration by Experts Contributing to the EIA Compliance of TOR Compliance of Standard TOR

CHAPTER 1: INTRODUCTION 1.1 Preamble 1-1 1.2 Importance and Benefits of the Project 1-3 1.3 Need and Process of Environmental Clearance 1-3 1.4 Regulatory Compliance Requirement 1-5 1.5 Terms of Reference (TOR) 1-6 1.5.1 Location of Pune Airport 1-9 1.5.2 Geographical Conditions of the Study Area 1-9 1.6 Structure of Environmental Impact Assessment Report 1-13

CHAPTER 2 : DESCRIPTION OF PROJECT

2.1 Introduction 2-1 2.2 Land Available at the Airport 2-1 2.3 Proposed Development at the Existing Airport 2-1 2.3.1 New Integrated Terminal Building 2-2 2.3.2 Reconstruction of Old Terminal Building 2-2 2.3.3 Development of Cargo Facilities 2-2 2.3.4 Cityside Development Works 2-2 2.3.5 Expansion of Apron and Link Taxiway Track 2-2 2.4 Project Site Details 2-2 2.5 Area Details for Proposed Development at Pune Civil Enclave 2-3 2.5.1 Cutting & Filling 2-3 2.5.2 Parking Facilities and Traffic Management Plan 2-4 2.6 HVAC Requirement 2-4 2.7 Power Requirement 2-4 2.7.1 AC Equipment 2-17 2.7.2 Water Chilling Machines 2-17 2.7.3 Chilled Water Pumps 2-18 2.7.4 Pipes 2-18 2.7.5 Variable Volume Air Handling Units 2-19 2.7.6 Constant Volume Air Handling Units 2-19 2.7.7 Fresh Air 2-19 2.7.8 Utility Building Ventilation 2-19 2.7.9 Duct Construction and Fire Safety 2-20 2.7.10 Pressurization/Smoke Extraction System 2-20 2.8 GRIHA for The Proposed Integrated Terminal Building 2-21 2.9 Cargo Handling at Proposed Civil Enclave 2-26 2.9.1 Acceptance of Cargo 2-26 2.9.2 Cargo Manifesting 2-27 2.9.3 Dangerous Goods 2-28 2.9.4 Handling of Toxic (RPB) and Infectious Substances (RIS) 2-29 2.9.5 Perishable Cargo 2-30 2.9.6 Disposal of Unclaimed or Leaked Cargo 2-31 2.10 Water Requirement and Its Management 2-31 2.10.1 Water Balance 2-31

ABC Techno Labs India Private Limited i EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

2.10.2 Sources of Water and Status of Approval 2-32 2.10.3 Sewerage Treatment and Disposal 2-32 2.11 Status of Regulatory Compliances for Pune Civil Enclave 2-36 2.12 Project Cost and Time Schedule for Completion 2-36 2.13 Manpower Requirement 2-37

CHAPTER 3 : DESCRIPTION OF THE ENVIRONMENT

3.1 Introduction 3-1 3.2 Topography and Physiography 3-1 3.3 Geology of the Area 3-2 3.3.1 Hard Rock (Deccan Trap Basalt) 3-2 3.3.2 Soft Rock (Alluvium) 3-3 3.4 Soil 3-4 3.4.1 Soil Type 3-4 3.4.2 Soil Characteristics 3-4 3.5 Water Resources and Water Quality 3-8 3.5.1 Water Resources 3-8 3.5.2 Surface Water Resources 3-8 3.5.3 Ground Water Resources 3-8 3.5.4 Ground and Surface Water Quality in Study Area 3-10 3.6 Climate And Meteorology 3-21 3.6.1 Introduction 3-21 3.6.2 Climatology 3-21 3.6.3 Climatological Data for the Pune IMD Station 3-21 3.6.4 Micro Meteorological Data for the Site 3-26 3.7 Ambient Air Quality 3-30 3.7.1 Introduction 3-30 3.7.2 Methodology of Monitoring and Analysis 3-30 3.7.3 Sampling and Analytical Techniques 3-30 3.7.4 National Ambient Air Quality Standards 3-31 3.7.5 Ambient Air Quality Monitoring Locations 3-32 3.7.6 Ambient Air Quality Monitoring Results 3-35 3.8 Ambient Noise Levels 3-48 3.8.1 Introduction 3-48 3.8.2 Methodology 3-48 3.8.3 Equivalent Sound Energy Level or Leq 3-48 3.8.4 Day and Night Time Leq Noise levels 3-50 3.9 Natural Hazards and Disaster Risk 3-51 3.10 Landuse Use and Land Cover Classification 3-51 3.11 Biological Environment 3-53 3.11.1 Terrestrial Ecology 3-54 3.11.2 Vegetation Type and Forest In the Study Area 3-54 3.11.3 Vegetation in the Area 3-54 3.11.4 Trees On the Site 3-57 3.11.5 Fauna in the Study Area 3-57 3.12 Socio-economic Environment 3-58 3.12.1 Introduction 3-58 3.12.2 Pune District 3-58 3.12.3 Demographics Details of the Settlements in the Study Area 3-60 3.12.4 Employment Pattern 3-62 3.12.5 Cropping Pattern 3-62 3.12.6 Live stock 3-62

ABC Techno Labs India Private Limited ii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

3.12.7 Living Standards and Infrastructure 3-62 3.12.8 Project Affected Families 3-63

CHAPTER 4: ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

4.1 Introduction 4-1 4.2 Anticipated Impact and Mitigation Measures for Pre-Construction Phase 4-6 4.3 Anticipated Impact and Mitigation Measures for Construction Phase 4-6 4.3.1 Topography & Physiography 4-6 4.3.2 Land Use Pattern 4-7 4.3.3 Soil Quality 4-8 4.3.4 Construction and Demolition Wastes Management 4-9 4.3.5 Drainage Pattern 4-9 4.3.6 Flood as Natural Disaster 4-10 4.3.7 Water Resources 4-11 4.3.8 Water Quality 4-12 4.3.9 Ambient Air Quality 4-13 4.3.10 Noise Levels 4-16 4.3.11 Terrestrial Ecology 4-20 4.3.12 Occupational Safety and Health 4-20 4.4.13 Socio-Economic Environment 4-22 4.4 Operation Phase 4-24 4.4.1 Topography and Physiography 4-25 4.4.2 Water Resources 4-25 4.4.3 Water Quality 4-26 4.4.4 Soil 4-27 4.4.5 Ambient Air Quality 4-28 4.4.6 Noise Levels 4-38 4.4.7 Traffic Management 4-41 4.4.8 Terrestrial Ecology 4-42 4.4.9 Heritage Structures 4-42 4.4.10 Occupational Hazards and Safety 4-43 4.4.11 Impacts to Socio-Economic Environment 4-45

CHAPTER 5: ANALYSIS OF ALTERNATIVES

5.1 Introduction 5-1 5.2 Alternative of Project Site 5-1 5.3 Alternative for New Integrated Terminal Building 5-2 5.4 Alternative for Energy Conservation Measures 5-2 5.5 Alternative for Green Building 5-3

CHAPTER 6 : ENVIRONMENTAL MONITORING PLAN

6.1 Statutory Compliance /Returns 6-1 6.2 Environmental Monitoring 6-1 6.2.1 Ambient Air Quality (AAQ) Monitoring 6-2 6.2.2 Water Quality Monitoring 6-2 6.2.3 Noise Levels Monitoring 6-2 6.2.4 Soil 6-3 6.3 Environmental Reporting System 6-6 6.4 Environmental Monitoring Cost 6-7

ABC Techno Labs India Private Limited iii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

CHAPTER 7 : ADDITIONAL STUDIES

7.1 Risk Assessment And Disaster Management Plan 7.1.1 Introduction 7-1 7.1.2 Approach for the Risk Analysis 7-2 7.1.3 Hazard Identification 7-2 7.1.4 Tank farm Details for fueling of Aircraft and Ground Support Vehicles 7-3 7.1.5 Identification of Hazards Due to Storage of HSD and ATF 7-3 7.1.6 Identification of Hazards Based on MSIHC Rule, 2000 7-4 7.1.7 Hazardous Conditions 7-5 7.1.8 Maximum Credible Accident Analysis (MCAA) 7-8 7.1.9 Scenarios Considered for MCA Analysis 7-8 7.1.10 Consequence Analysis 7-9 7.1.11 Risk Mitigation Measures 7-14 7.2 Disaster Management Plan 7-16 7.2.1 Objective of Emergency Planning 7-16 7.2.2 Categorization of Emergencies 7-17 7.2.3 Key Functions of Airport Director and Other Supporting 7-18 Organizations/Agencies/Services for mitigation of emergency at Pune Civil Enclave 7.2.4 Emergency Operations/Coordination Centers Established for Mitigation of 7-19 Emergencies 7.2.5 Media Management 7-22 7.2.6 Emergency Procedures 7-23 7.2.6.1 Fires on the Ground (Aircraft Related Fires Occurring in Aircraft Movement 7-23 Areas) 7.2.6.2 Fires on the Ground (Fires Involving at Pune Civil Enclave, i.e. Non- 7-24 Aircraft Related Fires) 7.2.7 Training and Education 7-25 7.2.8 Mock Drills and Exercises 7-25 7.2.9 Updating of Emergency Plan 7-27 7.3 Social Impact Assessment and R&R Action Plan 7-27 7.4 Public Hearing for New Terminal Building at Pune Airport 7-28

CHAPTER 8: PROJECT BENEFITS

8.1 General 8-1 8.2 Direct and Indirect Benefits 8-1

CHAPTER 9: ENVIRONMENTAL COST BENEFIT ANALYSIS

9.1 General 9-1

CHAPTER 10: ENVIRONMENTAL MANAGEMENT PLAN

10.1 Introduction 10-1 10.2 Environmental management Measures 10-1 10.2.1 Soil 10-1 10.2.2 Water Quality 10-2 10.2.3 Solid Waste Management 10-9 10.2.4 Air Quality 10-11 10.2.5 Noise Levels 10-12 10.2.6 Vehicle Parking and Traffic Management 10-13 10.2.7 Traffic Management and Traffic Decongestion Plan 10-13

ABC Techno Labs India Private Limited iv EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

10.2.8 Plan for Use of Fly Ash in the Project 10-16 10.2.9 Bio Medical Wastes Management 10-17 10.2.10 Measures to Encourage Reduction in Carbon Foot Print 10-17 10.2.11 Landscape Plan and Green Belts in Open Spaces 10-23 10.2.12 Rain Water Harvesting System for Pune Civil Enclave 10-24 10.2.13 Demographic and Socio-Economic Environment 10-28 10.2.14 Management Plan for Regulation of Unauthorized Development and 10-29 Encroachment 10.2.15 Fire Protection Measures 10-29 10.3 Environmental Management Plan 10-29 10.3.1 Environmental Management Cell (EMC) 10-29 10.3.2 Training 10-30 10.3.3 Grievance Redressal Mechanism 10-50 10.3.4 Reporting and Monitoring System 10-50 10.4 Corporate Environmental Responsibility Initiatives 10-52 10.5 Budget for Environmental Management and Monitoring Plan 10-55

CHAPTER 11: SUMMARY & CONCLUSIONS

11.1 Introduction 11-1 11.2 Project Description 11-2 11.2.1 Justification of proposed Development at Pune Civil Enclave 11-2 11.2.2 Key Scope of Proposed Development at Pune Civil Enclave 11-2 11.2.3 Utilities and Other Features 11-3 11.2.4 Project Cost 11-4 11.3 Description Of Environment 11-4 11.4 Anticipated Environmental Impacts & Mitigation Measures 11-6 11.5 Analysis of Alternatives 11-9 11.6 Environmental Monitoring Plan 11-10 11.7 Additional Studies - Risk Assessment & Disaster Management Plan 11-10 11.8 Project Benefits 11-11 11.9 Environmental Management Plan 11-11 11.10 Conclusions 11-12

CHAPTER 11: DISCLOSURE OF CONSULTANTS ENGAGED

12.1 Disclosure of Consultant Engaged 12-1 12.2 Expertise of ABC Techno Labs India Pvt. Ltd. 12-2 12.3 NABET Accredited Environmental Experts Team for EIA Study 12-3

ABC Techno Labs India Private Limited v EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

List of Tables CHAPTER 2 : PROJECT DESCRIPTION

Table 2.1 Area Details of the Proposed Development of the Pune Civil Enclave 2-3 Table 2.2 AC Load Estimation for Proposed Integrated Terminal Building 2-4 Table 2.3 Electrical Load Details for proposed Development of Pune Civil Enclave 2-11 Table 2.4 Water Requirement Details 2-31 Table 2.5 Water Consumption Summary & Treated Waste Water Recycle for Pune 2-33 Civil Enclave Table 2.6 Total water Demand, Water Tank Capacities & Space Requirements 2-34 Table 2.7 Estimated Manpower Requirement for Pune Civil Enclave 2-37

CHAPTER 3 : DESCRIPTION OF THE ENVIRONMENT

Table 3.1 Soil Sampling Locations in the Study Area 3-4 Table 3.2 Soil Characteristics of the Study Area 3-7 Table 3.3 Ground Water Locations in the Study Area 3-10 Table 3.4 Indian Standard Specification for Drinking Water 3-12 Table 3.5 Ground Water Quality in the Study Area 3-17 Table 3.6 Surface Water Locations in the Study Area 3-16 Table 3.7 Surface Water Quality in the Study Area 3-19 Table 3.8 Temperature and Humidity 3-22 Table 3.9 Wind Speed in the Area 3-24 Table 3.10 Wind Direction in the Area 3-24 Table 3.11 Special Weather Phenomena in the Area 3-26 Table 3.12 Summary of Micrometeorological Conditions at the site 3-26 Table 3.13 Techniques Used For Ambient Air Quality Monitoring 3-31 Table 3.14 National Ambient Air Quality Standards 3-32 Table 3.15 Ambient Air Quality Monitoring Stations in the Study Area 3-33 Table 3.16 Ambient Air Quality at Project Site (AAQ1) 3-38 Table 3.17 Ambient Air Quality at Lohagaon (AAQ2) 3-39 Table 3.18 Ambient Air Quality at Yajna Nagar (AAQ3) 3-40 Table 3.19 Ambient Air Quality at Wagholi (AAQ4) 3-41 Table 3.20 Ambient Air Quality at Ramwadi (AAQ5) 3-42 Table 3.21 Ambient Air Quality at Nagpur Chawl (AAQ6) 3-43 Table 3.22 Ambient Air Quality at Bhairav Nagar (AAQ7) 3-44 Table 3.23 Ambient Air Quality at Ganesh Nagar (AAQ8 3-45 Table 3.24 Summary of Ambient Air Quality in the Study Area 3-46 Table 3.25 Noise Levels Monitoring Stations in the Study Area 3-49 Table 3.26 Day and Night Time Leq in the Area 3-51 Table 3.27 Land Use Pattern of Study Area 3-51 Table 3.28 List of Trees, Shrubs, Climbers found in the Study Area 3-54 Table 3.29 Demographic and Occupational Details for Pune District 3-59 Table 3.30 Demographic Details of the Study Area 3-64 Table 3.31 Occupational Pattern of the Study Area 3-65

CHAPTER 4 : ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

Table 4.1 Impact Assessment Rating Matrix 4-3 Table 4.2 Impact Assessment Rating Matrix 4-4 Table 4.3 Typical Noise Levels of Construction Equipment 4-17 Table 4.4 Noise Modelling Results 4-18 Table 4.5 Estimated Aircraft Emissions for Pune Airport 4-29

ABC Techno Labs India Private Limited vi EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

Table 4.6 Emissions From DG Sets Stack 4-30 Table 4.7 Estimated Vehicular Emission s at Pune Airport 4-31 Table 4.8 Total Emission Sources and Emission Rates 4-31 Table 4.9 Predicted 24-Hourly Short Term Incremental Concentrations 4-33 Table 4.10 Noise Levels And Area of Influence 4-39

CHAPTER 6 : ENVIRONMENTAL MONITORING PROGRAMME

Table 6.1 Environmental Monitoring Plan for Pune Civil Enclave 6-4 Table 6.2 Cost of Environmental Monitoring 6-8

CHAPTER 7: RISK ASSESSMENT & DISASTER MANAGEMENT PLAN

Table 7.1 Damage Effects due to Overpressures 7-7 Table 7.2 Illustrative Damage Effects due to Overpressures 7-7 Table 7.3 Selected Scenarios for Consequence Calculations 7-9

CHAPTER 10 ENVIRONMENTAL MANAGEMENT PLAN

Table 10.1 Details of Traffic Survey on Roads Connected to Pune Airport 10-14 Table 10.2 Rainwater Harvesting Calculations for Pune Civil Enclave 10-25 Table 10.3 Environmental Management Plan for New Integrated Terminal Building at 10-31 Pune Civil Enclave Table 10.4 Budget for Implementation of Environmental Management Plan 10-56

CHAPTER 12 : DISCLOSURE OF CONSULTANT ENGAGED

Table 12.1 NABET Accredited Team for EIA Study 12-3

ABC Techno Labs India Private Limited vii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

List of Figures

CHAPTER 1: INTRODUCTION

Figure 1.1 Stages to obtain the Prior Environmental Clearance 1-4 Figure 1.2 Index Map of Pune Airport 1-10 Figure 1.3 10 Km Study Area on Google for Pune Airport 1-11 Figure 1.4 10 Km Study Area based on SOI Top Sheets 1-12

CHAPTER 2 : PROJECT DESCRIPTION

Figure 2.1 Site Plan for Proposed Development at Pune Civil Enclave 2-5 Figure 2.2 Sections of Proposed Terminal Building 2-6 Figure 2.3 Ground Floor Plan for Proposed Terminal Building 2-7 Figure 2.4 First Floor Plan for Proposed Terminal Building 2-8 Figure 2.5 Basement Plan for Proposed Terminal Building 2-9 Figure 2.6 Isometric View of New Integrated Terminal Building 2-10

CHAPTER 3 : DESCRIPTION OF THE ENVIRONMENT

Figure 3.1 Geology of the Area 3-3 Figure 3.2 Soil Sampling Locations 3-5 Figure 3.3 Ground Water Levels in Pre-Monsoon 3-9 Figure 3.4 Ground Water Levels in Post Monsoon 3-9 Figure 3.5 Ground and Surface Water Sampling Locations 3-11 Figure 3.6 Maximum and Minimum Temperature 3-23 Figure 3.7 Monthly Relative Humidity 3-23 Figure 3.8 Wind Speed in the Area 3-24 Figure 3.9 Wind Rose Diagram for Day Time 3-28 Figure 3.10 Wind Rose Diagram for Night Time 3-29 Figure 3.11 Ambient Air Quality Locations 3-34 Figure 3.12 Ambient Noise Monitoring Locations 3-50 Figure 3.13 FCC of Satellite Imagery for Study Area 3-52 Figure 3.14 Land Use and Land Cover of Study Area 3-53

CHAPTER 4 : ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

Figure 4.1 Attenuation of Noise from Source during Construction 4-18 Figure 4.2 Isopleths of GLCs Values for SO2 for Pune Airport 4-35 Figure 4.3 Isopleths of GLCs Values for NO2 for Pune Airport 4-36 Figure 4.4 Isopleths of GLCs Values for PM for Pune Airport 4-37

CHAPTER 7 : RISK ASSESSMENT & DISASTER MANAGEMENT PLAN

Figure 7.1 Intensity Radii for Late Pool Fire for Leakage of HSD from Unloading Hose 7-10 Figure 7.2 Intensity Radii for Late Pool Fire for Leakage of ATF from Loading Hose 7-12 Figure 7.3 Intensity Radii for ATF Tanker on Fire 7-13 Figure 7.4 Late Explosion Worst Case Radii for ATF Tanker on Fire 7-14

CHAPTER 10 ENVIRONMENTAL MANAGEMENT PLAN

Figure 10.1 Schematic Diagram for MBBR Based STP 10-8

ABC Techno Labs India Private Limited viii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Table of Contents

Figure 10.2 Landscape Plan for Pune Civil Enclave 10-26 Figure 10.3 Rain Water Harvesting Pit for Pune Civil Enclave 10-27 Figure 10.4 Organogram for Environmental Management Cell 10-49

Annexure:

Annexure 1: Terms of Reference issued by Ministry of Environment, Forest and Climate Change Annexure 2: Action Taken Report and MOM with Attendance Sheet of Public Hearing Annexure 3: Trees cutting Details Annexure 4: PCMC Water Bills Annexure 5: Fire NOC for Existing Terminal Building Annexure 6: Consent Application With Fees Annexure 7: Energy Efficiency and Sustainability Practices for Implementation at Pune Airport

ABC Techno Labs India Private Limited ix

EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) TOR Compliance

Compliance of Terms of Reference issued by MOEF&CC, New Delhi, MOEF&CC vide F. No. 10-11/2018-IA-III dated 16th April 2018 Sn. TOR Points Compliance (i) Importance and benefits of the project. Refer Section 1.2 (Page 1-2) of Chapter 1 and Section 8.2 (Page 8-1) of Chapter 8 of EIA Report. (ii) The EIA will give a justification for land For designing of New integrated terminal requirements along with a comparison building National Building Code and ICAO to the guidelines established by the guidelines have been followed. Section Airport Authority of India/ Ministry of 2.5 (Page 2-3) of Chapter 2 of EIA Report. Civil Aviation in this regard. (iii) The EIA. will give a complete status and Pune Airport (Aerodrome Code 4C) compliance report with regards to any belongs to Ministry of Defense (IAF). The earlier E.C. granted and permissions airfield was established in 1939 as RAF and consents from the Pollution Control Poona to provide air security to the city of Boards for the existing facilities. Bombay (now Mumbai). The base was home to World War II squadrons of de Havilland Mosquito and Vickers Wellington bombers and Super Marine Spitfire fighter aircraft. In May 1947, the Royal Indian Air Force took charge of the airfield. The Pune Airport was declared as a customs airport in January 1997 for the export of specified goods. Therefore, environmental clearance is not available.

For Consent to Operate Refer Annexure 4 (Application submitted to MPCB and is at advance stage). (iv) A toposheet of the study area of radius Survey of India Toposheets for the of 10 km and site location on 1:50,000/ project area are restrict for photocopy 1:25,000 scale on an A3/A2 sheet and reproduction. Therefore, 10 Km (including all eco-sensitive areas and study area based on SOI Toposheets has environmentally sensitive places). been prepared and shown in Section 1.5.2, Figure 1.4 (Page 1-12) of Chapter 1. There is no wildlife sanctuary, national park or other protected area within 10 km distance from the Pune Civil Enclave. (v) Layout maps of proposed project Layout Maps for New Integrated Terminal indicating runway, airport building, Building at Pune Civil Enclave are given in parking, greenbelt area, utilities etc. Figure 2.1, 2.3, 2.4, 2.5 and 2.6 (Page 2- 5 to 2-10), respectively of Chapter 2 (vi) Cost of project and time of completion. Approx. cost for construction of new integrated terminal building,

ABC Techno Labs India Private Limited C-i EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) TOR Compliance Sn. TOR Points Compliance reconstruction of old terminal building and modification of existing expanded terminal building is Rupees 520 Crores. The cost for associated city side facilities, expansion of apron and link taxiway track, multi -level car park and cargo terminal is estimated as approx. Rs 180 Crores. Hence, approximate cost of all the work under the scope as per Terms of Reference (TOR) issued by MOEF&CC is Rs 700 Crores. Refer Section 2.12 (Page 2-36) of Chapter 2. The project will be completed within 30 months from the date of start of construction. (vii) The impacts of demolition and the Refer Section 4.3.4 (Page 4-9) of Chapter activities related thereto shall be 4 of EIA Report. examined and a management plan drawn up to conform to the Construction and Demolition rules under the E.P. Act, 1986. (viii) The report shall examine the details of Refer Section 2.5.1 (Page 2-3) of Chapter excavations, its impacts and the 2 of EIA Report. impacts of transport of excavated material. A detailed Management Plan shall be suggested. (ix) A detailed traffic management and Traffic Management and Traffic traffic decongestion plan shall be drawn Decongestion Plan is given Section 10.2.7 up to ensure that the current level of (Page 10-13) of Chapter 10 of EIA Report service of the roads within a 05 kms radius of the project is maintained and improved upon after the implementation of the project. This plan should be based on cumulative impact of all development and increased habitation being carried out or proposed to be carried out by the project or other agencies in this 05 Kms radius of the site in different scenarios of space and time and the traffic management plan shall be duly validated and certified by the State Urban Development department and the P.W.D./ competent authority for road augmentation and

ABC Techno Labs India Private Limited C-ii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) TOR Compliance Sn. TOR Points Compliance shall also have their consent to the implementation of components of the plan which involve the participation of these departments. (x) The E.I.A. should specifically address to Details of Vehicle Parking and Traffic vehicular traffic management as well as Management plan is given in Section estimation of vehicular parking area 10.2.6 (Page 10-13) of Chapter 10 of EIA inside the Airport premises. report. (xi) An onsite disaster management plan Onsite disaster management plan are shall be drawn up to account for risks given in Chapter 7 of EIA Report. and accidents. This onsite plan shall be dovetailed with the onsite management plan for the district. (xii) A note on appropriate process and Details of reduction in carbon foot print, materials to be used to encourage Energy conservation measures, solar reduction in carbon foot print. Optimize power generation are given in Section use of energy systems in buildings that 10.2.10 (Page 10-17 to 10-23) of Chapter should maintain a specified indoor 10 and Annexure 7. More than 30% environment conducive to the energy saving is planned for the New functional requirements of the building Integrated Terminal Building. by following mandatory compliance measures (for all applicable buildings) as recommended in the Energy Conservation Building Code (ECBC) 2017 of the Bureau of Energy Efficiency, Government of India. The energy system includes air conditioning systems, indoor lighting systems, water heaters, air heaters and air circulation devices. (xiii) Details shall be provided regarding the It is proposed that 150 KW solar power solar generation proposed and the generation plant will be established at extent of substitution, along with the airport to produce clean energy. compliance to the ECBC rules. Details are given in Section 10.2.10 (Page 10-17 to 10-23) of Chapter 10 of EIA Report. (xiv) Details of emission, effluents, solid Details of emission, effluents, solid waste waste and hazardous waste generation and hazardous waste generation and and their management. Air quality their management is given in Chapter 4 modelling and noise modelling shall be of EIA Report. carried out for the emissions from various types of aircraft. Air quality modelling and noise modelling for the emissions from various types of

ABC Techno Labs India Private Limited C-iii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) TOR Compliance Sn. TOR Points Compliance aircraft is given in Section 4.4.5 (Page 4- 28) of Chapter 4 of EIA Report. (xv) The impact of aircraft emissions in Details are given in Section 4.4.5 (Page 4- different scenarios of idling, taxiing, 28) of Chapter 4 of EIA Report. take off and touchdown shall be examined and a management plan suggested. (xvi) The impact of air emissions from speed Details are given in Section 4.4.5 (Page 4- controlled and other vehicles plying 28) of Chapter 4 of EIA Report. within the Airport shall be examined and management plan drawn up. (xvii) The management plan will include Details of Biomedical Waste Management compliance to the provisions of are given in Section 10.2.9 (Page 10-17) Biomedical Waste Management rules, of Chapter 10 of EIA Report 2016. (xviii) A detailed management plan, drawn up Details are given in Section 10.2.14 (Page in consultation with the competent 10-29) of Chapter 10 of EIA Report District Authorities, shall be submitted for the regulation of unauthorized development and encroachments within a 05 Km radians of the Airport. (xix) The E.I.A. will also examine the impacts Details are given in Section 10.2.2 (Page of construction and operation of the 10-2) of Chapter 10 of EIA Report proposed STP and draw up a detailed plan for management including that for odour control. (xx) Classify all Cargo handled as perishable, Details of Cargo Handling at the Pune explosive, solid, petroleum products, Civil Enclave are given in Section 2.9 Hazardous Waste, Hazardous Chemical, (Page 2-26) of Chapter 2 of EIA Report. Potential Air Pollutant, Potential Water Pollutant etc. and put up a handling and disposal management plan. (xxi) Noise monitoring and impact Noise monitoring was carried in the study assessment shall be done for each area. Same has been given in Section 3.8 representative area (as per the Noise (Page 3-48) of Chapter 3. Noise modelling Rules of MoEF&CC). A noise details and mitigation measures are given management plan shall be submitted to in 4.3.10 (Page 4-16) and Section 4.4.6 conform to the guidelines of the (Page 4-38) of Chapter 4 of EIA Report. MoEF&CC and the DGCA. (xxii) Noise monitoring shall be carried out in Noise monitoring was carried in the study the funnel area of flight path. area. Same has been given in Section 3.8 (Page 3-48) of Chapter 3 of EIA Report. (xxiii) Requirement of water, power, with Requirement of water, power, with source of supply, status of approval, source of supply, status of approval,

ABC Techno Labs India Private Limited C-iv EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) TOR Compliance Sn. TOR Points Compliance water balance diagram, man-power water balance diagram are given in requirement (regular and contract). Section 2.10 Page 2-31 of EIA Report.

Details of man-power requirement (regular and contract) are given in Section 2.12 (Page 2-36) of Chapter 2 of EIA Report.. (xxiv) Ground water abstraction and rain Details are given in Section 2.10.2 (Page water recharge shall be as prescribed by 2-33) of Chapter 2 and Section 10.2.12 the CGWA. A clearance/ permission of (Page 10-23) of EIA Report. the CGWA shall be obtained in this regards. (xxv) A NOC from the Central Ground water Presently, total water requirement is Authority for the ground water being 100 kl, which is met through Municipal currently abstracted in the existing Corporation Supply and tankers. For the airport shall be submitted. proposed project, water requirement will be met through Municipal Corporation Supply, tankers and deep tubewells to be drilled after obtaining permission from competent authority. (xxvi) Details of fuel tank farm and its risk At Pune Civil Enclave , the HSD will be assessment. stored in 30 kl underground storage tanks. ATF storage and filling at Pune Civil Enclave are managed by Public Sector Oil Companies. Refer Section 7.1.4 (Page7-3) of Chapter 7 of EIA Report. (xxvii) The E.I.A. should present details on the Details are given in Section 10.2.8 (Page compliance of the project to the Fly Ash 10-16) of Chapter 10 of EIA Report. notification issued under the E.P. Act of 1986. (xxviii) The report should give a detailed impact Details are given in Section 10.2.3 (Page analysis and management plan for 10-9) of Chapter 10 of EIA Report. handling of the following wastes for the existing and proposed scenarios. (a) Trash collected in flight and disposed at Details are given in Section 10.2.3 (Page the Airport including the segregation 10-8) of Chapter 10 of EIA Report. mechanism. (b) Toilet wastes and sewage collected Details are given in Section 10.2.3 (Page from aircrafts and disposed at the 10-9) of Chapter 10 of EIA Report. Airport. (c) Maintenance and workshop wastes. Details are given in Section 10.2.3 (Page 10-9) of Chapter 10 of EIA Report. (d) Wastes arising out of eateries and Details are given in Section 10.2.3 (Page shops situated within the airport. 10-9) of Chapter 10 of EIA Report.

ABC Techno Labs India Private Limited C-v EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) TOR Compliance Sn. TOR Points Compliance (xxix) Any litigation pending against the No litigation is pending against the project and/or any direction/order project. passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case. (xxx) Public hearing to be conducted and The public hearing for the proposed New issues raised and commitments made Terminal Building and Associated works by the project proponent on the same by Airports Authority of India at Pune should be included in EIA/EMP Report in Airport was conducted on 29/08/2018 at the form of tabular chart with financial 11.00 AM at Pune Airport by Maharashtra budget for complying with the Pollution Control Board. The Action Taken commitments made. Report for issues raised in public hearing and other details of the Public Hearing are given in Annexure 2. (xxxi) A tabular chart with index for point wise Tabular chart with index for point wise compliance of above ToR. compliance of above ToRs are enclosed in the beginning of EIA Report.

ABC Techno Labs India Private Limited C-vi EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Standard TOR Compliance

Compliance of Standard Terms of Reference issued by MOEF&CC, New Delhi, MOEF&CC vide F. No. 10-11/2018-IA-III dated 16th April 2018

Sn. TOR Points Compliance 1) Reasons for selecting the site with The existing old integrated passengers details of alternate sites examined/ terminal building at Pune Airport is rejected/ selected on merit with insufficient and congested for handling comparative statement and increasing numbers of passengers. The reason/basis for selection. The existing terminal building at Pune Airport examination should justify site has saturated. In view of the future traffic suitability in terms of environmental growth at Pune Airport, there is angle, resources sustainability immediate requirement of new associated with selected site as integrated terminal building, compared to rejected sites. The reconstruction of old terminal building, analysis should include modification of existing expanded parameters considered along with terminal building, associated city side weightage criteria for short-listing facilities, multi -level car park and cargo selected site. terminal at the Pune Civil Enclave.

The details have been summarized in Section 2.3 (Page 2-1) in Chapter 2 of the EIA report. 2) Details of the land use break-up for Existing Civil Enclave is located on the proposed project. Details of 26.01 Acres land. For proposed land use around 10 km radius of development of existing Civil Enclave the project site. Examine and additional 15.84 Acres land free from submit detail of land use around 10 all incumbrances is being handing over km radius of the project site and by Indian Airforce to Airports Authority map of the project area and 10 km of India. area from boundary of the proposed/ existing project area, There is no critically polluted areas as delineating project areas notified identified by the CPCB within 10 Km under the wild life (Protection) Act, radius study area. 1972/ critically polluted areas as identified by the CPCB from time to The details have been summarized in time/notified eco-sensitive Section 2.5 at Page 2-3 of Chapter 2 and areas/inter state boundaries and Section 3.11.5 at Page 3-57 and Sub international boundaries. Analysis Section 3.10 at Page 3-51 of Chapter 3 should be made based on latest of the EIA report. satellite imagery for land use with raw images.

ABC Techno Labs India Private Limited STC-i EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Standard TOR Compliance

Sn. TOR Points Compliance 3) Submit the present land use and No forest or agricultural land is required permission required for any for the construction of new integrated conversion such as forest, terminal building, reconstruction of old agriculture etc. land acquisition terminal building, modification of status, rehabilitation of existing expanded terminal building, communities/ villages and present associated city side facilities, Expansion status of such activities of Apron and Link Taxiway Track, multi - level car park and cargo terminal at the Pune Civil Enclave as required 15.84 Acres land has been transferred by Indian Airforce (IAF).

The details have been summarized in Section 2.2 in Chapter 2 of the EIA report at Page 2-1. 4) Examine and submit the water Within the Pune Civil Enclave and site bodies including the seasonal ones for proposed development, no water within the corridor of impacts along bodies including the seasonal one will be with their status, volumetric affected. capacity, quality likely impacts on them due to the project. The details have been given Section 3-5 of Chapter 3 of the EIA report. 5. Submit a copy of the contour plan Area of proposed development site is with slopes, drainage pattern of the flat. The details have been given Section site and surrounding area 3.5 of Chapter 3 of the EIA report. 6. Submit details of environmentally There is no wildlife sanctuary, national sensitive places, land acquisition park or other protected area within 10 km status, rehabilitation of distance from the Pune Civil Enclave. communities/ villages and present The details have been given Section status of such activities. 3.11.5 (Page 3-57) of Chapter 3 of the EIA report. 7 Examine the impact of proposed Detailed environmental impact project on the nearest settlements. assessment has been carried out for construction and operation phases of proposed construction of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, Expansion of Apron and Link Taxiway Track, multi -level car park and cargo terminal at the Pune Civil

ABC Techno Labs India Private Limited STC-ii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Standard TOR Compliance

Sn. TOR Points Compliance Enclave. Same has been presented in Chapter 4 of EIA Report. 8 Examine baseline environmental Baseline environmental quality in the quality along with projected study area during the study period is incremental load due to the given in Chapter 3 of the EIA Report. proposed project/ activities Incremental emissions loads due to the proposed project have been computed and are given in Section 4.4.5 of Chapter 4 at Page 4-28 of the EIA Report. 9 Examine and submit details of New terminal building, at Pune Airport levels, quantity required for filling, will be above ground. However, 5 m source of filling material and deep basement covering an area 11986 transportation details etc. Submit sqm will be constructed. For construction details of a comprehensive Risk of the proposed facilities at the Pune Assessment and Disaster Airport, tentatively 60000 cum filling will Management Plan including be required. emergency evacuation during Approx. 50000 cum earth excavated natural and man-made disaster from construction of 11986 sqm size integrating with existing airport basement will be used filling at airport site. Additional earth will be procured from approved quarry. Details are given in Section 2.5.1 (Page 2.3)

Risk Assessment and Disaster Management Plan have been given in Chapter 7 of the EIA Report. 10 Examine road/rail connectivity to The Pune Civil Enclave is well the project site and impact on the connected by the road. The construction existing traffic network due to the materials and filling earth will be proposed project/ activities. A transported through existing road only. detailed traffic and transportation Earth and construction materials will be study should be made for existing transported during non peak hours or and projected passenger and night time. The details have been cargo traffic. summarized in Section 10.2.7 in Chapter 10 of the EIA report at page 10-13. 11 Submit details regarding R&R No land acquisition is proposed for the involved in the project proposed project and therefore, R&R is not involved in the project.

ABC Techno Labs India Private Limited STC-iii EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Standard TOR Compliance

Sn. TOR Points Compliance The details have been summarized in Section 2.2 in Chapter 2 of the EIA report at Page 2-1. 12 Examine the details of water Requirement of water, power, with requirement, use of treated waste source of supply, status of approval, water and prepare a water balance water balance diagram are given in chart. Source of water vis-à-vis Section 2.10 Page 2-31 of EIA Report. waste water to be generated along with treatment facilities to be proposed. 13 Rain water harvesting proposals Details are given in Section 2.10.2 (Page should be made with due 2-33) of Chapter 2 and Section 10.2.12 safeguards for ground water (Page 10-23) of EIA Report. quality. Maximize recycling of water and utilization of rain water. 14 Examine details of Solid waste Approx 2600 kg per day solid waste is generation treatment and its generated during operation of the new disposal. terminal building, which will be collected, segregated and managed by external agency for disposal as per Solid Waste Management Rule, 2016.

The details have been summarized in Section 10.2.3 (Page 10-9) in Chapter 10 of the EIA report 15 Submit the present land use and Not applicable as no land acquisition is permission required for any involved. conversion such as forest, agriculture etc. No forest is involved in the proposed project.

16 Examine separately the details for Details for construction and operation construction and operation phases phases both for Environmental both for Environmental Management Plan and Environmental Management Plan and Monitoring Plan with cost and Environmental Monitoring Plan parameters are presented in Chapter 6 with cost and parameters. and Chapter 10 of EIA Report. 17 Submit details of a comprehensive Risk Assessment and Disaster Disaster Management Plan Management Plan have been given in including emergency evacuation Chapter 7 of the EIA Report. during natural and man-made disaster.

ABC Techno Labs India Private Limited STC-iv EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Standard TOR Compliance

Sn. TOR Points Compliance 18 Examine baseline environmental Examine baseline environmental quality quality along with projected in the study area during the study period incremental load due to the is given in Chapter 3 of the EIA Report. proposed project/ activities. Incremental emissions loads due to the proposed project have been computed and are given in Section 4.4.5 of Chapter 4 at Page 4-28 of the EIA Report. 19 The air quality monitoring should Ambient air quality was carried out be carried out as per the during pre-monsoon season as per the notification issued on 16th notification issued on 16th November, November, 2009. 2009. The details have been summarized in Section 3.7 from page 3- 30 to Page 3-48 in Chapter 3 of the EIA report. 20 Examine separately the details for Details for construction and operation construction and operation phases phases both for Environmental both for Environmental Management Plan and Environmental Management Plan and Monitoring Plan with cost and Environmental Monitoring Plan parameters are presented in Chapter 6 with cost and parameters. and Chapter 10 of EIA Report. 21 Submit details of corporate social The Corporate Social Responsibility responsibilities (CSR) CSR) Policy of the Airports Authority of India (AAI) is aligned with its overall commitment to maintaining the highest standards of business performance.

The details of CSR initiatives by AAI have been summarized in Section 10.4 from page 10-52 in Chapter 10 of the EIA report. 22 Submit details of the trees to be cut During the new integrated terminal including their species and whether building, reconstruction of old terminal it also involves any protected or building, modification of existing endangered species. Measures expanded terminal building, associated taken to reduce the number of the city side facilities, Expansion of Apron trees to be removed should be and Link Taxiway Track, multi -level car explained in detail. Submit the park and cargo terminal at the Pune Civil details of compensatory plantation. Enclave, 19 trees will need to be felled Explore the possibilities of (details are given in Annexure 3). relocating the existing trees.

ABC Techno Labs India Private Limited STC-v EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Standard TOR Compliance

Sn. TOR Points Compliance 23 Examine the details of afforestation Landscape Plan and Green Belts in measures indicating land and Open Spaces are given in Figure financial outlay. Landscape plan, 10.2.11 at Page 10-23 of Chapter 10. green belts and open spaces may be described. A thick green belt The details in noise level mitigation should be planned all around the measures are given in Section 10.2.5 nearest settlement to mitigate (10-12) in Chapter 10 of the EIA report. noise and vibrations. The identification of species/ plants Biological Studies are given in Section should be made based on the 3.11 at Page 3-53 of Chapter 3. botanical studies. 24 Public Hearing to be conducted for Environmental Public Hearing for the project in accordance with Construction of New Integrated Terminal provisions of Environmental Impact Building, Reconstruction of old Terminal Assessment Notification 2006 and Building, Modification of existing the issues raised in the public expanded Terminal Building, Associated hearing should be addressed in City Side facilities, Multi-Level Car Park Environmental Management Plan. and Cargo Terminal at Civil Enclave, The public hearing should be Pune Airport (Maharashtra) by M/s conducted based on the TOR Airports Authority of India, Pune was letters issued by Ministry and not conducted at the site at 11 AM on 29 on the basis of Minutes of Meetings August 2018 by Maharashtra Pollution available on the web-site. Control Board (MPCB). Details of Public hearing including minutes of meeting (MOM), attendance sheet, photographs, etc are enclosed as Annexure 2. 25 A detailed draft EIA/EMP report Same have been followed. should be prepared in accordance with additional TOR and should be submitted to the Ministry in accordance with Notification. 26. Any further clarification on carrying Same has been followed. out the above studies including anticipated impacts due to the project and mitigative measure, project proponent can refer to the model ToR available on Ministry website ''http://moef.nic.in/Manual/ Airport".

ABC Techno Labs India Private Limited STC-vi EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

CHAPTER – 1

INTRODUCTION

1.1 Preamble

Pune Airport (Aerodrome Code 4C) belongs to Ministry of Defense (IAF). The airfield was established in 1939 as RAF Poona to provide air security to the city of Bombay (now Mumbai). The base was home to World War II squadrons of de Havilland Mosquito and Vickers Wellington bombers and Super Marine Spitfire fighter aircraft. In May 1947, the Royal Indian Air Force took charge of the airfield. The Pune Airport was declared as a customs airport in January 1997 for the export of specified goods. With effect from 12 December 2005, Pune Airport was certified as an international airport for the clearance of passengers and baggage.

AAI is maintaining the Civil Air Terminal complex for facilitation of civil aircraft operation. Indian Air force is providing air traffic services. Pune Airport is a Custom Civil Enclave. Pune Airport is connected to several domestic and international destinations including all major cities in India such as Delhi, Mumbai, Kolkata, Chennai, Bengaluru, Hyderabad, Indore, Lucknow and International destinations such as Frankfurt, Singapore etc. Air India, Jet Airways, Jet Lite, Indigo, Spice Jet, Go Air, Lufthansa are operating at the airport. During the year 2017-18 Pune Airport handled 8,164,840 passengers.

The existing old integrated passenger’s terminal building at Pune Airport is insufficient and congested for handling increasing numbers of passengers. The existing terminal building at Pune Airport has saturated. In view of the future traffic growth at Pune Airport, there is immediate requirement of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at the Pune Civil Enclave.

Airports Authority of India (AAI) has planned for construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport.

ABC Techno Labs India Private Limited 1-1 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

Environment plays a vital role in overall development of the country. Recognizing the importance of environmental protection and sustainable development, the Ministry of Environment, Forest and Climate Change (MoEF&CC), Government of India had formulated policies and procedures governing the industrial and other developmental activities to prevent indiscriminate exploitation of natural resources and promote integration of environmental concern in developmental projects. To assess and evaluate potential environmental impacts during design, construction & operation phases and to suggest mitigation measures with detailed environmental management plan, environmental impact assessment study has been conducted for the project as per approved TOR of Ministry of Environment, Forest & Climate Change.

The Ministry of Environment, Forest and Climate Change (MoEF&CC) has made prior environmental clearance (EC) for Airport projects mandatory through its notification issued on 14th September 2006 and as amended on 1st December 2009.

During 29th meeting of Expert Appraisal Committee (Infra-2) for “Projects related to All ship breaking yard including ship breaking unit, Airport, Common Hazardous Waste Treatment, Storage and Disposal Facilities, Ports and Harbours, Aerial Ropeways, CETPs, Common Municipal Solid Waste Management Facility, Building/Construction Project, Townships and Area Development projects held on 20th March, 2018, the project was considered and TOR was finalised vide letter Dated 16 April, 2018. EIA & EMP report has been prepared as per TOR approved by MoEF&CC. TOR approval letter issued by MOEFCC is enclosed as Annexure 1.

Environmental Public Hearing for Construction of New Integrated Terminal Building, Reconstruction of old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi-Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) by M/s Airports Authority of India, Pune was conducted at the site at 11 AM on 29 August 2018 by Maharashtra Pollution Control Board (MPCB). Details of Public hearing including minutes of meeting (MOM), attendance sheet, photographs, etc are enclosed as Annexure 2.

ABC Techno Labs India Private Limited 1-2 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

1.2 Importance and Benefits of the Project

The passenger handling capacity of the existing old terminal building at Pune Airport has saturated. In view of the future traffic growth at Pune Airport, there is an urgent requirement of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi - Level Car Park and Cargo Terminal at the Pune airport premises on the land provided by Indian Airforce.

The direct and indirect benefits of the New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal are as follows:

Better infrastructure facilities for air passengers Promotion of tourism, trade, commerce, etc Increase in regional economy as it will boost tourism and commercial activities in the region. Generation of more revenue to the state, hence more development of the region. More employment opportunity to people. More business and industrial opportunities

1.3 Need and Process of Environmental Clearance

As per the EIA notification of 14th September 2006 and its amendment dated 1st December 2009, airport projects are divided into two categories as mentioned below: Project or Category with threshold Conditions if any Activity limit A B (1) (2) (3) (4) (5) 7(a) Airports All projects - Air strips which do not including airstrip, involve bunkering/ refueling which are for

ABC Techno Labs India Private Limited 1-3 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

Project or Category with threshold Conditions if any Activity limit A B (1) (2) (3) (4) (5) commercial facility and or Air Traffic use”; Control, are exempted.”

Flow-chart depicting stage to obtain the prior environmental clearance for proposed project are presented in Figure 1.1:

Figure 1.1: Stages to obtain the Prior Environmental Clearance

ABC Techno Labs India Private Limited 1-4 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

1.4 Regulatory Compliance Requirement

The operational and geographic impacts associated with airport development and operations are covered by policy drives (both strategies and legislation) at global, regional and national levels.

The International Civil Aviation Organisation (ICAO), which oversees the level and direction of effort involved in addressing the environmental impact of the sector, also deals with the emissions from aircraft.

The ICAO agenda is focussed on the Committee of Aviation Environmental Protection (CAEP), whose 18 member states make recommendations through five groups:

 Working Group 1: reducing noise (noise stringency limits engines);  Working Group 2: land use planning and management, operating restrictions and other issues associated with noise such as modelling;  Working Group 3: reducing emissions at source (emission limits);  Working Group 4: operational mechanism for reducing aviation emissions;  Working Group 5: market based options (legal & administrative issues surrounding emissions permit trading, environmental charges and voluntary agreements as a means to limit or reduce emissions)

The work of the CAEP is more technical in nature. The process of securing consensus in ICAO is lengthy, not least because membership is voluntary. Though the members are responsible for enacting certain standards and practices, they are not legally bound to do so. They are only honour bound to implement the resolution on environmental policies and practices.

India being one of the member states of ICAO, implements the resolution on environmental policies and practices adopted by ICAO through Director General of Civil Aviation (DGCA), under Ministry of Civil Aviation, GOI at national level to mitigate the operational impact associated with aviation at airports.

ABC Techno Labs India Private Limited 1-5 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

It ensures that environmental concerns are strategically integrated into air transport policy by improving technical environmental standards on noise and gaseous emissions; advancing long term technology improvements; inspecting aerodrome site for issuing aeronautical clearance; improving the air traffic management and promoting flight safety environment at airports.

1.5 Terms of Reference (TOR)

TOR was finalised given vide letter dated 26 April 2018. EIA & EMP report has been prepared as per TOR approved by MOEF & CC. The compliance of TOR points given below is given in the beginning of EIA Report.

(i) Importance and benefits of the project. (ii) The EIA will give a justification for land requirements along with a comparison to the guidelines established by the Airport Authority of India/Ministry of Civil Aviation in this regard. (iii) The EIA. will give a complete status and compliance report with regards to any earlier E.C. granted and permissions and consents from the Pollution Control Boards for the existing facilities. (iv) A toposheet of the study area of radius of 10 km and site location on 1:50,000/1:25,000 scale on an A3/A2 sheet (including all eco-sensitive areas and environmentally sensitive places). (v) Layout maps of proposed project indicating runway, airport building, parking, greenbelt area, utilities etc. (vi) Cost of project and time of completion. (vii) The impacts of demolition and the activities related thereto shall be examined and a management plan drawn up to conform to the Construction and Demolition rules under the E.P. Act, 1986. (viii) The report shall examine the details of excavations, its impacts and the impacts of transport of excavated material. A detailed Management Plan shall be suggested. (ix) A detailed traffic management and traffic decongestion plan shall be drawn up to ensure that the current level of service of the roads within a 05 kms radius of the project is maintained and improved upon after the implementation of the project. This plan should be based on cumulative impact of all development and increased habitation being carried out or

ABC Techno Labs India Private Limited 1-6 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

proposed to be carried out by the project or other agencies in this 05 Kms radius of the site in different scenarios of space and time and the traffic management plan shall be duly validated and certified by the State Urban Development department and the P.W.D./ competent authority for road augmentation and shall also have their consent to the implementation of components of the plan which involve the participation of these departments. (x) The E.I.A. should specifically address to vehicular traffic management as well as estimation of vehicular parking area inside the Airport premises. (xi) An onsite disaster management plan shall be drawn up to account for risks and accidents. This onsite plan shall be dovetailed with the onsite management plan for the district. (xii) A note on appropriate process and materials to be used to encourage reduction in carbon foot print. Optimize use of energy systems in buildings that should maintain a specified indoor environment conducive to the functional requirements of the building by following mandatory compliance measures (for all applicable buildings) as recommended in the Energy Conservation Building Code (ECBC) 2017 of the Bureau of Energy Efficiency, Government of India. The energy system includes air conditioning systems, indoor lighting systems, water heaters, air heaters and air circulation devices. (xiii) Details shall be provided regarding the solar generation proposed and the extent of substitution, along with compliance to the ECBC rules. (xiv) Details of emission, effluents, solid waste and hazardous waste generation and their management. Air quality modelling and noise modelling shall be carried out for the emissions from various types of aircraft. (xv) The impact of aircraft emissions in different scenarios of idling, taxiing, take off and touchdown shall be examined and a management plan suggested. (xvi) The impact of air emissions from speed controlled and other vehicles plying within the Airport shall be examined and management plan drawn up. (xvii) The management plan will include compliance to the provisions of Biomedical Waste Management rules, 2016. (xviii) A detailed management plan, drawn up in consultation with the competent District Authorities, shall be submitted for the regulation of unauthorized development and encroachments within a 05 Km radians of the Airport. (xix) The E.I.A. will also examine the impacts of construction and operation of the proposed STP and draw up a detailed plan for management including that for odour control.

ABC Techno Labs India Private Limited 1-7 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

(xx) Classify all Cargo handled as perishable, explosive, solid, petroleum products, Hazardous Waste, Hazardous Chemical, Potential Air Pollutant, Potential Water Pollutant etc. and put up a handling and disposal management plan. (xxi) Noise monitoring and impact assessment shall be done for each representative area (as per the Noise Rules of MoEF&CC). A noise management plan shall be submitted to conform to the guidelines of the MoEF&CC and the DGCA. (xxii) Noise monitoring shall be carried out in the funnel area of flight path. (xxiii) Requirement of water, power, with source of supply, status of approval, water balance diagram, man-power requirement (regular and contract). (xxiv) Ground water abstraction and rain water recharge shall be as prescribed by the CGWA. A clearance/permission of the CGWA shall be obtained in this regards. (xxv) A NOC from the Central Ground water Authority for the ground water being currently abstracted in the existing air port shall be submitted. (xxvi) Details of fuel tank farm and its risk assessment. (xxvii) The E.I.A. should present details on the compliance of the project to the Fly Ash notification issued under the E.P. Act of 1986. (xxviii) The report should give a detailed impact analysis and management plan for handling of the following wastes for the existing and proposed scenarios. (a) Trash collected in flight and disposed at the Airport including the segregation mechanism. (b) Toilet wastes and sewage collected from aircrafts and disposed at the Airport. (c) Maintenance and workshop wastes. (d) Wastes arising out of eateries and shops situated within the airport. (xxix) Any litigation pending against the project and/or any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case. (xxx) Public hearing to be conducted and issues raised and commitments made by the project proponent on the same should be included in EIA/EMP Report in the form of tabular chart with financial budget for complying with the commitments made.

ABC Techno Labs India Private Limited 1-8 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

(xxxi) A tabular chart with index for point wise compliance of above ToR.

1.5.1 Location of Pune Airport

Pune Airport is located approximately 10 km northeast of Pune in the state of Maharashtra, India. The airport is a civil enclave operated by the Airports Authority of India at the eastern side of Lohegaon Air Force Station of the Indian Air Force. Pune Civil Enclave is located at Longitude 73°54’31.96” E and Latitude 18°34’45.67” N with elevation of 585 amsl. The index map of Pune Airport is shown on Figure 1.2.

1.5.2 Geographical Conditions of the Study Area

The 10 km radius study area has been considered for environmental impact assessment studies. The 10 km radius study area around Pune Civil Enclave on Google map is shown in Figure 1.3. The locations of various important locations are given below:

Survey of India Toposheets for the project area are restricted for photocopy and reproduction. Therefore, 10 Km study area based on SOI Toposheets has been prepared and shown in Figure 1.4.

ABC Techno Labs India Private Limited 1-9 anded anded

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Building, Modification of existing exp of existing Modification Building, at Civil Enclave, Pune Airport (Ma Pune Airport Enclave, Civil at 1-10

ti -Level Car Park and Cargo Terminal Cargo and Car Park ti -Level

Building, Reconstruction of Old Terminal of Old Reconstruction Building, Figure 1.2: Index Map of Pune Civil Enclave Enclave Civil of Pune Map Index 1.2: Figure

ted City Side facilities, Mul facilities, Side ted City

Introduction

EIA for Construction of New Integrated Terminal of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

Figure 1.3: 10 Km Study Area on Google for Pune Civil Enclave

ABC Techno Labs India Private Limited 1-11 anded anded

harashtra)

18°34’45.67” N, 73°54’31.96” E

Building, Modification of existing exp of existing Modification Building, at Civil Enclave, Pune Airport (Ma Pune Airport Enclave, Civil at 1-12

ti -Level Car Park and Cargo Terminal Cargo and Car Park ti -Level

Building, Reconstruction of Old Terminal of Old Reconstruction Building, Figure 1.4: 10 Km Study Area based on SOI Top Sheets Top Sheets SOI on based Area Km Study 10 1.4: Figure

ted City Side facilities, Mul facilities, Side ted City

Introduction

EIA for Construction of New Integrated Terminal of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

1.6 Structure of Environmental Impact Assessment Report

The Environmental Impact Assessment (EIA) Report has been prepared as per format described in the EIA Notification 2006 and the structure of EIA report is given below. The EIA report has been divided into 12 Chapters which are presented as follows:

Compliance of TOR

Compliance of Standard TOR

Chapter 1: Introduction

This chapter provides background information, details of the environmental clearance process, brief details and locations of the project, geographical settings of the area. The terms of reference for preparation of EIA and structure of EIA report have also been described in this chapter.

Chapter 2: Description of the Project

This chapter deals with the need for the project, project location, project layout, terminal buildings, utilities and services, power requirements, parking facilities, water requirement and sources, drainage and sewage disposal system, storm water drainage system, horticulture and landscaping, energy conservation measures, the project implementation schedule, estimated cost of development, etc.

Chapter 3: Description of the Environment

This chapter presents existing environmental conditions of the 10 km radius study area around the site including topography, geological, drainage pattern, water environment, climate & meteorology, ambient air quality, noise levels, flora & fauna, socio-economic conditions, etc.

ABC Techno Labs India Private Limited 1-13 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

Chapter 4: Anticipated Environmental Impacts & Mitigation Measures

This chapter describes the anticipated impact on the environment and mitigation measures for project. The method of assessment of impact including studies carried out, modeling techniques adopted to assess the impact where pertinent have been elaborated in this chapter. It gives the details of the impact on the baseline parameters, both during the construction and operational phases and suggests the mitigation measures to be implemented by the proponent. It also describes the overall direct and indirect, reversible and irreversible impacts of the proposed activities on different environmental parameters during construction and post construction phase and underscores the areas of concern, which need mitigation measures.

Chapter 5: Analysis of Alternatives

This chapter examines the alternative means for proposed project and involves description of each alternative, summary of adverse impacts of each alternative, mitigation measures proposed for each alternative and selection of best alternative.

Chapter 6: Environmental Monitoring Plan

This chapter describes environmental monitoring plan (EMP) for the project during construction and operation phases.

Chapter 7: Additional Studies

This chapter spelled out hazard identification, risk analysis and disaster management plan for an unlikely event of emergency at new integrated terminal building of Pune Civil Enclave. Details of Public Hearing conducted by Maharashtra Pollution Control Board.

ABC Techno Labs India Private Limited 1-14 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Introduction

Chapter 8: Project Benefits

This chapter includes the benefits in terms of improvement in physical infrastructure, social infrastructure, employment potential, etc.

Chapter 9: Environmental Cost Benefit Analysis

This chapter describes Environmental Cost Benefit Analysis.

Chapter 10: Environmental Management Plan (EMP)

This chapter describes environmental management plan to mitigate adverse environmental impacts and to strengthen beneficial impacts.

Chapter 11: Summary & Conclusion

This chapter constitutes the brief executive summary of the EIA Report and conclusion.

Chapter 12: Disclosure of Consultant Engaged

This chapter comprises the name of consultants engaged with their brief resume and nature of consultancy rendered.

Annexures Annexure 1 : Terms of Reference issued by Ministry of Environment, Forest and Climate Change Annexure 2 : Action Taken Report and MOM with Attendance Sheet of Public Hearing Annexure 3 : Trees cutting Details Annexure 4 PMC Water Bills Annexure 5 : Fire NOC for Existing Terminal Building Annexure 6 : Consent Application with Fees Annexure 7 : Energy Efficiency and Sustainability Practices for Implementation at Pune Airport

ABC Techno Labs India Private Limited 1-15 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

CHAPTER 2

DESCRIPTION OF PROJECT

2.1 Introduction

The existing old integrated passenger’s terminal building at Pune Airport is insufficient and congested for handling increasing numbers of passengers. The existing terminal building at Pune Airport has saturated. In view of the future traffic growth at Pune Airport, there is immediate requirement of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, expansion of Apron and Link Taxiway Track, multi -level car park and cargo terminal at the Pune Civil Enclave.

2.2 Land Available and Addition Land Requirement

The existing Civil Enclave is located on 26.01 Acres (10.526 ha) land. For proposed development of the existing Civil Enclave additional 15.84 Acres (6.41 ha) land has been handed over by Indian Airforce to Airports Authority of India for construction of new integrated terminal building. Total 31 trees are growing on the site received from IAF. During the design of new terminal building and other facilities, 12 trees have been saved, while 19 trees need will be felled after obtaining permission from Pune Municipal Corporation. Airports Authority of India has already applied to Pune Municipal Corporation for obtaining permission for cutting of trees. AAI has planned to plant 57 numbers of trees to compensate cutting 19 trees. The copy of tree falling permission application with species and girth wise details of trees to be felled is enclosed as Annexure 3.

2.3 Proposed Development at the Existing Airport

Under the proposed project, construction of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, expansion of apron and link taxiway track, multi -level car park and cargo terminal at the Pune Civil Enclave are proposed. The scope of work for proposed development at Pune Civil Enclave is given below:

ABC Techno Labs India Private Limited 2-1 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

2.3.1 New Integrated Terminal Building

New Integrated Terminal Building will be constructed on 35000 Sqm area adjacent to old terminal building.

2.3.2 Reconstruction of Old Terminal Building

Existing old terminal building will be reconstructed.

2.3.3 Development of Cargo Facilities

Construction of New Integrated Cargo Terminal having an area of 2750 sqm (approx.) along with truck docking area in the city side, palletization area in the air side and Track parking area as per BCAS Norms.

2.3.4 Cityside Development Works

The planning and design of multilevel car park with all amenities for at least 1000 cars with additional future provision for 500 cars and surface parking for VIP cars & 10 buses, separate car / scooter park area for AAI and airlines staff at appropriate location. 2 floors of commercial space and other passenger facilities i.e. ground and first floor shall be provided in the multilevel car park.

2.3.5 Expansion of Apron and Link Taxiway Track

Expansion of existing Apron towards East side for 4 Nos. Code "C" (AB321/B737) type of aircrafts along with associated Link Taxi track having an apron and taxi track area of 20800sqm (approx.) and shoulder area of 6050 sqm approx.) connecting the expanded apron to the parallel taxi and associated shoulders, GSE Area etc.

2.4 Project Site Details

Pune Civil Enclave is located at Longitude 73°54’31.96” E and Latitude 18°34’45.67” N with elevation of 585 amsl. The map showing site plan of the proposed development of Pune Civil Enclave is shown as Figure 2.1. The sections of proposed terminal building at Pune Civil Enclave is shown in Figure

ABC Techno Labs India Private Limited 2-2 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project 2.2. The ground floor plan, first floor plan and basement plan for the proposed terminal Building at Pune Civil Enclave are given in Figure 2.3 to 2.5, respectively. The isometric view of proposed terminal building is shown as Figure 2.6.

2.5 Area Details for Proposed Development at Pune Civil Enclave

The area details of the proposed development at the Pune Civil Enclave are given in Table 2.1:

Table 2.1: Area Details of the Proposed Development of the Pune Civil Enclave Sr. Height Wise Break- Basement Ground First Total No up Area floor Floor 1. Basement 11986.18 11986 2. Ground Floor- 17027.47 17027 Arrival/Departure 3. First Floor- 13582.53 13583 Arrival/Departure 4. Service Yard 3600.00 3600 5. Link Corridor 175.5 48.15 224 6. Road at Grade level 18831.4 18831 (including pedestrian way) 7. Land scape 12095.38 12095 8. Front continuous 14331.48 14331 Véranda 9. Forecourt F&B 1080 1080 10. Forecourt F&B 3136 3136 Canopy 11. Cargo 2900 2900 Total = 11986.18 69577.23 17230.68 98794

2.5.1 Cutting & Filling

The new terminal building and associated facilities at Pune Airport will be above ground. However, 5 m deep basement covering an area 11986 sqm will be constructed. For construction of the proposed facilities at the Pune Airport, approximately 98000 cum excavated earth will be generated from the proposed site. Entire quantity of excavated earth from the site will be used for filling and leveling undulating areas within Indian Airforce premises.

ABC Techno Labs India Private Limited 2-3 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

2.5.2 Parking Facilities and Traffic Management Plan

Multilevel car parking with all amenities for at least 1000 cars with additional future provision for 500 cars and surface parking for VIP cars & 10 buses, separate car / scooter park area for AAI and airlines staff at appropriate location. 2 floors of commercial space and other passenger facilities i.e. ground and first floor shall be provided in the multilevel car park. Multilevel Car Parking shall be made for retailer in car parking area and it will be developed on Built & Operate System and shall include its space planning and model for its operations.

2.6 HVAC Requirements

HVAC requirement for proposed new terminal building development at Pune Civil Enclave is estimated as 1700 TR as per details given in Table 2.2.

Table 2.2: AC Load for Proposed Development at Pune Civil Enclave Sr Space AC Estimated No. Area AC Load 1. Offices 22500 90 2. Circulation area 10480 35 3. Retails and F&B area 22320 97 4. Arrival & departure corridor 36460 159 5. Security check & hold 65070 283 6. Check-in area, Immigration & Emigration 91140 396 7. Baggage claim area 32980 132 8. Lounges 3900 17 9. baggage screening 12910 52 10. Misc. area 2660 9 11. Washrooms 14890 50 12. Re-developing area (existing terminal 85220 341 building) LT Panel & control room (Services Yard) 6456 26 Total 406986 1685 Say, 1700 TR

2.7 Power Requirement

Total power requirement for the proposed development of Pune Civil Enclave will be 6775 kW as per details given in Table 2.3. It is proposed to install 5 numbers of DG sets considering one additional standby DG set of 1500 kVA capacity.

ABC Techno Labs India Private Limited 2-4 2-5 anded anded

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Description of Project Description

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EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-6 anded anded

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Description of Project Description

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EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-7 anded anded

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Description of Project Description

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EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-8 anded anded

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Description of Project Description

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EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-9 anded anded

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Description of Project Description

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EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-10 anded anded

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Description of Project Description

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EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-11 anded anded

harashtra)

Remarks load Lighting as per ECBC 2017 load Lighting as per ECBC 2017

Demand Demand for Load UPS back- up 56.67 92.40 12.78

Description of Project Description

Demand Demand for Load Normal Supply 226.69 369.60 1640.00 150.00 142.50 68.16

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Demand Demand factor 0.80 0.60 0.80 0.50 0.25 0.80

Total Estimated Connected in kW Load 283.36 616.00 2050.00 300.00 570.00 85.20

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ti -Level Car Park and Cargo Terminal Cargo and ti Car Park -Level Load in Load Watt per Unit 9.2 20.0 7.1

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Quantity/ Quantity/ Area 30,800 30,800 30,800 For enclosed AC spaces 12,000 12,000

Unit Sq.m. Area in sq.m. Area in sq.m. sq.m. Area in sq.m.

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Description Description Building Terminal Terminal Area Building Load Lighting Load Power in Load HVAC Tr.(including normal ventilation) - 1700 TR Monsoon Reheating extraction Smoke Area services including Basement Area Basement load Lighting

S. No. 1 a b c d e 2 a

EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Calcula (Conceptual Details Load Electrical 2.3: Table Limited India Private ABC Techno Labs 2-12 anded anded

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Remarks Demand not in considered case of fire load Lighting as per ECBC 2017 Dedicated for services yard area. Quantities to be provided/

Demand Demand for Load UPS back- up 6.00 2.25 4.26 9.00 18.00 45.00

Description of Project Description

Demand Demand for Load Normal Supply 96.00 129.50 80.00 12.00 21.00 22.72 24.00 96.00 60.00

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Demand Demand factor 0.80 0.35 0.80 0.80 0.70 0.80 0.40 0.80 0.80

Total Estimated Connected in kW Load 120.00 370.00 100.00 15.00 30.00 28.40 60.00 120.00 75.00

ti -Level Car Park and Cargo Terminal Cargo and ti Car Park -Level Load in Load Watt per Unit 10.00 7.10 15.00 15.00

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sq.m. Quantity/ Quantity/ Area 12,000 12,000 LS LS 4000 4000 600 5.00

Unit Area in sq.m. Area in sq.m. Area in sq.mtr Area in sq.mtr Area in sq.mtr Each

ted City Side facilities, Mul facilities, Side ted City

Description Description load Power Ventilation load for PAC load control/ server room m 4x4 length (150Mtr. tunnel Service Assumed) load Lighting sump Ventilation & pumps etc. 4000 (assumed Yard Services load Lighting load Power Area Services load HVAC load Equipments Passenger Elevators

S. No. b c d 3 a b 4 a b c 5 a EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-13 anded anded

harashtra)

Remarks confirmed by Architect. Jockey pumps as load taken Demand.

Demand Demand for Load UPS back- up 50.00 40.00 70.00

Description of Project Description Demand Demand for Load Normal Supply 64.00 64.00 160 128.00 40.00 70.00 20.00 90.00

at Civil Enclave, Pune Airport (Ma Pune Airport Enclave, Civil at al Building, Modification of existing exp of existing Modification al Building,

Demand Demand factor 0.80 0.80 0.80 0.80 0.80 0.70 - 0.60

Total Estimated Connected in kW Load 80.00 80.00 200.00 160.00 50.00 100.00 200.00 150.00

ti -Level Car Park and Cargo Terminal Cargo and ti Car Park -Level Load in Load Watt per Unit 10.00 20.00 200.00 40.00

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Quantity/ Quantity/ Area 8.00 4.00 1 4.00

Unit Each Each L.S. Each

ted City Side facilities, Mul facilities, Side ted City

Description Description Elevators Service Escalators Baggage handling system including conveyors for arrivals etc. Passenger bridge boarding Airport ELV/ services load (BMS, ipabx, Networking equpiments, CCTV, FAPA ) load Server Fighting Fire system Water treatment & supply water system/ pumps

S. No. b c e f g h 6 7 EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs 2-14 anded anded

harashtra)

Remarks To be Confirmed by AAI

Demand Demand for Load UPS back- up 406.36

Description of Project Description Demand Demand for Load Normal Supply 75.00 61.20 64.00 160.00 200.00 4334.37

at Civil Enclave, Pune Airport (Ma Pune Airport Enclave, Civil at al Building, Modification of existing exp of existing Modification al Building,

Demand Demand factor 0.50 0.60 0.80 0.80 0.50

Total Estimated Connected in kW Load 150.00 102.00 80.00 200.00 400.00 6774.96

ti -Level Car Park and Cargo Terminal Cargo and ti Car Park -Level Load in Load Watt per Unit 6000.00

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Quantity/ Quantity/ Area 17 LS LS LS

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Load

lighting, lighting,

(including MLCP (including MLCP for future) Description Description treatment Sewage plant Services External landscape lighting, lighting, passage bodies, water peripheral lighting Façade etc. Cargo Proposed Area Load Miscellaneous & unforeseen in Total Grand kW etc.

S. No. 8 9 a b 10 12

EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, Limited India Private ABC Techno Labs

2-15 anded anded

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3467.49 1500.00 4967.49 5519.44 6899.00 3467.49 3852.77 4533.00 1359.90 5892.90 3467.49 250.00 3717.49 4646.87 5808.59 1452.15 7260.73 ering N + 1 configuration 1 N + ering

Description of Project Description KW KW KW KVA KVA KW KVA KVA KVA KVA KW KW KW KVA KVA KVA KVA

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ted City Side facilities, Mul facilities, Side ted City Transformer Selection for Receiving Substation Substation for Receiving Selection Transformer factor demand over all Adopting in KW Demand Maximum Terminal Existing in KW Maximum Demand Total @ 0.9 taking PF KVA, in Demand Load Maximum 80%, @ Transformer loading Adopting kV Oi 33/11 6250kVA Nos. of 2 capacity Recommended Selection Transformer Distribution factor demand over all Adopting @ 0.9 taking PF KVA, in Demand Load Maximum 85%, @ Transformer loading Adopting approximate. @ 30% for N+1 arrangement Addition capacity Total installation Oi kV 11/0.433 2000kVA Nos. of 3 capacity Recommended Selection DG SET factor demand over all Adopting DG aux. load kW in Total Demand @ 0.8 PF taking in KVA, Load Demand Maximum @ 80%, loading Adopting approximate. @ 25% for N+1 arrangement Addition capacity Total installation 1500k Nos. of 5 capacity Recommended

A) B. C)

EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, REQUIREMENT POWER ESTIMATED TOTAL Limited India Private ABC Techno Labs 2-16 anded anded

harashtra)

406.36 451.51 564.39 169.32 733.71

Description of Project Description KW KVA KVA KVA KVA

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D)

EIA for Construction of New Integrated Term of EIA for Construction Associa Terminal Building, of DGNumbers sets for Power Backup N + 1 configuration considering DG sets 1500 kVA LT 5 Nos. of Recommended capacity Limited India Private ABC Techno Labs EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

Air Conditioning System Description details are given below:

2.7.1 AC Equipment

The AC plant room is located in the utility block near to terminal building; chilled water headers will travel through the main service tunnel and reach to the terminal building from where chilled water pipes will rise to individual floors to cater the air conditioning loads.

The proposed air conditioning system shall consist of:

 Water cooled Centrifugal chilling Machines at 11kV.  Primary & secondary chilled water pumps.  Condenser water pumps.  Air handling units.  Heat recovery units.  Fan coil units.  VAV boxes.  Chilled / condenser water piping with valves to be installed in the service tunnel.  Air distribution system with grilles, diffusers, jet diffusers, jet nozzles, drum louvers, slot diffusers etc. as per architect or interior designer intent.  Electrical panel, wiring, control wiring and earthing.

2.7.2 Water Chilling Machines

The water chilling machines will not be selected for peak loads as these conditions occur less often, which means that most of the time the water chilling machines would be running under part load conditions and will not be most efficient. In that case we propose to run fewer chillers at full capacity than to run all chillers at partial capacity under partial condition to save on energy and space. This will be achieved by proper sequencing of chillers during partial load condition so that instead of running all the machines on part load, fewer machines are operated on full load.

ABC Techno Labs India Private Limited 2-17 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project The chillers and pumps along with electrical panels shall be placed in the AC plant room in the utility block, near to the terminal building and cooling towers for air conditioning system shall be installed on terrace of AC plant room. All motors except the chillers for air-conditioning system shall be energy efficient type, suitable for 415 + 10% volts incoming power supply.

AC Plant machinery in the plant room shall be placed on PCC/RCC foundation and provided with vibration supports. All foundations should be protected from mechanical damage by providing epoxy coated angle nosing. Seismic restraints requirement shall also be considered.

Floor drain channels and dedicated drain pipes in slope shall be provided within plant room space for effective disposal of waste water.

2.7.3 Chilled Water Pumps

Central air-conditioning system shall be designed for maximizing energy conservation. Primary & secondary chilled water pumps coupled with bypass line and variable speed drive on secondary pumps shall be provided to achieve variable water flow in chilled water circuits, hence conservation in energy. Chilled water flow in load circuits shall be varied but the same through chillers shall remain constant. By measuring pressure differential between chilled water supply and return header, the speed of secondary chilled water pump shall be automatically varied, thus conserving pump brake horse power. All chilled water pumps shall be insulated.

2.7.4 Pipes

Chilled water shall be pumped through plant room to terminal building via insulated chilled water pipes and enter the terminal through service tunnel. All pipes shall be supported in a manner, which will avoid transmission of vibration to roof ceiling slab and occupied floors.

Closed type expansion tank shall be provided with air separator in chilled water line and located at central AC plant room.

ABC Techno Labs India Private Limited 2-18 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

2.7.5 Variable Volume Air Handling Units

Selected air handling units (AHU) serving Departure, Arrival areas etc. shall be variable volume type, double skin (for noise control) construction, comprising centrifugal fans coupled to variable frequency drive, cooling coil section, stainless steel double sloping drain pan (for zero water retention) and filter section. These shall be floor-standing type with ducted arrangement for supply air. Return air shall be collected through ceiling spaces / ducts and brought back to air handling unit room. RPM of fan shall be modulated on the basis of occupancy and variation in ambient / inside temperature.

2.7.6 Constant Volume Air Handling Units

Air handling units (AHU) serving Offices and normal occupancy areas shall be constant volume double skin (for noise control) construction, comprising centrifugal fan, cooling coil section, stainless steel double sloping drain pan (for zero water retention) and filter section. These shall be floor-standing / ceiling suspended type with ducted arrangement for supply air. Return air shall be collected through ceiling spaces and brought back to air handling unit room.

2.7.7 Fresh Air

All fresh air and exhaust air louvers shall be away from Airside of the Terminal Building, in order to avoid ingress of fuel vapors.

The Air conditioning will be designed by using required quantity of outside air to maintain indoor air quality as recommended by ASHRAE Standard 62 and NBC 2016. The outdoor air system would be controlled by VAV regulated by CO2 sensors to maintain proper indoor air quality and save energy during high and low occupancy periods. The outside air will be dehumidified to maintain humidity control. The outside air will be duly filtered.

2.7.8 Utility Building Ventilation

Plant rooms shall be provided with supply / exhaust fans for mechanical ventilation. The system shall consist of tube axial fan, fresh air intake grilles with filters, air distribution system with grilles, electrical panel, power cabling,

ABC Techno Labs India Private Limited 2-19 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project control wiring and earthing. Filtered fresh air shall be drawn from outside and supplied to mechanically ventilated areas by means of grilles. Equivalent amount shall be directly exhausted out.

2.7.9 Duct Construction and Fire Safety

All ducts shall be fabricated out of galvanized sheet steel (GSS) for long life and as per fire norms. Motorized smoke dampers shall be installed within supply air ducts and return air ducts at AHU room wall crossings, to prevent spread of smoke / fire to the adjoining areas. Smoke dampers shall be motorized and shall be actuated by smoke sensor as per fire regulations. Air handling units shall also be tripped in case of emergency.

Internal lobbies and enclosed staircases shall be kept under positive pressure at all times. This shall be achieved by supplying small quantity of cool fresh air at all times and with no return air picked-up from these areas. This shall help in providing fire-safe egress in case of emergency.

2.7.10Pressurization/Smoke Extraction System

Pressurization/ smoke extraction system as per guidelines laid down in National Building Code of India and applicable codes/fire clearance norms shall be provided.

In general, pressurization of enclosed elevator lobbies, fire escape staircase and elevator shafts shall be carried out (wherever applicable as per code) through individual fans duly interlocked with smoke detection system for automatic operation.

Selected air handling units / separate fans to be installed for serving open halls in Departure & Arrival areas shall have provision for smoke extraction in case of emergency. The AHU / separate fans shall extract the air / smoke into atmosphere and be actuated through the fire alarm system.

ABC Techno Labs India Private Limited 2-20 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

2.8 GRIHA for The Proposed Integrated Terminal Building

New Integrated Terminal Building at Pune Civil Enclave will be certified under Green Rating for Integrated habitat Assessment (GRIHA). This report captures the GRIHA measures which will be considered in the design and consideration of the project to achieve the 4 star rating under GRIHA V-2015. The report outlines briefly the various sustainability measures under the following categories:

a. Architecture measures b. Landscape measures c. Structural measures d. HVAC & Electrical measures e. Plumbing measures f. Construction measures

Codes & Guidelines

The following codes & guidelines shall be considered for the design of the project for GRIHA compliance

• Green Rating for Integrated habitat Assessment (GRIHA) rating system V- 2015 • Energy Conservation Building Code 2007 (ECBC) • ASHRAE 90.1-2010 • ASHRAE 62.1-2010 • National Building Code

GRIHA Design Consideration

Site Planning

a) Passive design strategies such as shading device, overhangs, vertical fins etc. shall be considered to control heat gain through envelope and maximize day light penetration.

ABC Techno Labs India Private Limited 2-21 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project b) Preservation of existing vegetation / water bodies / other topographical features if applicable. c) Strategies like Vegetation will be adopted in reduction of heat islands at microclimate level. d) Solar photovoltaics in roof areas as passive measure to heat gain reduction. e) A minimum of 25% of the site area shall be designed with soft paved and/or covered with SRI coating > 0.5 and/or shaded by vegetation/solar panels and/or any combination of these strategies. f) The net imperviousness factor of site shall designed to meet GRIHA requirement to make post-construction storm water discharge from the site is zero. g) Internal zoning will be done to provide buffer to conditioned spaces for unfavourable orientations. h) Massing of the buildings will ensure that the solar access of neighboring buildings is not blocked if applicable.

Construction Management

a) Top soil shall be preserved at site and shall be re-used later for landscaping purpose. b) There are 31 trees at the site. Out of 31 trees, 19 trees will be cut for construction of new terminal building. For cutting of 19 trees, 57 trees (3 trees for every 1 tree cut) of native species will be planted. c) Following measures shall be adopted on site to curb air pollution during construction:

 Provision of 3 meter high barricading around the construction area.  Wheel washing facility at the vehicular entrance of the site.  Covering of fine aggregate and excavated earth on site with plastic/ geotextile sheets.  Provision of stabilized construction entrances, exits and vehicular path

d) A spill prevention plan (to control effects of spill from hazardous materials like bitumen, diesel etc.) shall be developed and implemented at site.

ABC Techno Labs India Private Limited 2-22 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project e) Measures will be implemented to prevent/reduce soil movement outside the site. f) Staging shall be adopted during construction on site. g) A construction waste management plan for segregation of construction waste, its safe storage and on-site/off-site recycling shall be developed and implemented in the project. h) Strategies to reduce water use during construction shall be adopted.

Energy

a) The thermal properties of envelope (wall, glazing), skylight & roof shall not exceed the maximum allowable with respect to GRIHA and ECBC. b) Refrigerant used in HVAC system shall be CFC free. c) Equipment efficiencies shall be designed to meet & exceed GRIHA & ECBC requirements. d) Innovative & practical energy efficient HVAC & Electrical design solutions, such as displacement ventilation systems, dedicated outdoor air systems, chilled water plant with high COP, adequate daylight to reduce internal lighting load, LED luminaries etc shall be adopted e) 100% of outdoor lighting fixtures shall meet the luminous efficacy requirements with respect to GRIHA. f) Interior lighting power budget shall be designed to meet and exceed GRIHA requirements. g) If there are ceiling fans required, they shall be minimum BEE 4 Star rated. h) On-site renewable energy such as photo voltaic shall be designed to offset 1 to 10% of buildings internal artificial lighting and HVAC systems energy consumption subject to feasibility. i) Insulation in building shall be CFC and HCFC free.

ABC Techno Labs India Private Limited 2-23 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

Occupant Comfort & Well-being

a) Window to wall ratio of the façade shall be in compliance to GRIHA & ECBC and the glazing SHGC values shall exceed the minimum performance with respect to GRIHA & ECBC through passive shades and high performance glass. b) Adequate daylighting provision will be considered by means of skylight / windows and the daylighting illuminance level shall meet the minimum illumination levels (LUX) prescribed in GRIHA & ECBC. c) Acoustic measures shall be considered to meet acceptable indoor noise levels with respect to GRIHA requirements. d) Fire suppression systems & fire extinguishers shall be Halon free. e) The HVAC design shall be in compliance with Thermal Comfort requirement stipulated in GRIHA. f) Acoustic measure shall be considered for the HVAC equipment’s to meet the acceptable indoor noise level with respect to GRIHA. g) Indoor ventilation requirement shall meet the minimum requirement with respect to ASHRAE 62.1-2010.

h) Sensors shall be designed to monitor CO2, temperature and RH at occupied spaces or at AHU’s. i) All interior paints and coatings shall be low-VOC with respect GRIHA and lead-free. j) All adhesives and sealants used shall be low-VOC with respect to GRIHA & the interior composite wood-products shall not use urea-formaldehyde as a bonding resin.

Water

a) An estimated 30% reduction in landscaping water demand in comparison with GRIHA base case shall be arrived using native species/drought tolerant species. b) Potable water shall conform to BIS standards. c) Sewage treatment plant shall confirm to Central Pollution Control Board norms.

ABC Techno Labs India Private Limited 2-24 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project d) 100% of the treated water shall be reused on site for irrigation/toilet flushing & cooling tower make-up water. e) Rain water harvesting shall be implemented for reusing in irrigation & recharging surplus storm water. f) High efficient water fixtures shall be used and the flush & flow rates shall be at least 30 to 50% less than GRIHA baseline.

Sustainable Building Materials

a) Minimum 15% of Ordinary Portland Cement shall be replaced with fly ash by weight of cement used in structural concrete. b) Minimum 15% of Ordinary Portland Cement shall be replaced with fly ash in plaster/masonry mortar. c) Combined embodied energy of load-bearing structure and masonry walls shall be reduced by at least 10% below the base case. d) At least 50% of all materials (calculated by surface area) used for building interiors shall meet the GRIHA criterion low-impact material requirements.

Solid Waste Management

a) Adequate spaces will be designed for waste management (multi-coloured waste bins, recycle bins etc.). b) Organic waste shall be treated on site and the generated resource shall be reused.

Socio-Economic Strategies

a) Universal design strategies will be considered and meet the minimum requirement for physically challenged with respect to GRIHA. b) The project will ensure to comply with the NBC (2016) safety norms for providing the necessary safety equipment and measures for construction workers. c) Provisions for drinking water, hygienic working & living conditions and sanitation facilities shall be provided for the workers. Crèche facility for children of construction workers shall also be planned. d) Measures to create environmental awareness in Architecture, Interior and Landscape design shall be implemented. e) Dedicated facilities will be provided for the service staff.

ABC Techno Labs India Private Limited 2-25 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project Performance Monitoring & Validation

a) Digital energy meters shall be provided for all major energy end-uses. b) Water metering shall be provided for all major water use. c) O&M protocol shall be prepared as a minimum for the following:

 HVAC plant - AHU, Cooling tower, Chillers and pumps, VRF  Electrical - Transformer, DG, HT & LT panels  Energy Systems - Solar PV, wind mill, bio gasifier etc.  STP and/or WTP

2.9 Cargo Handling at Proposed Civil Enclave

At the proposed Civil Enclave, various types of cargo including dangerous goods (hazardous materials), live animals, perishable, human remains, Sentimental Shipments, explosive, solid, petroleum products, etc will be handled according to IATA regulations and guidelines.

2.9.1 Acceptance of Cargo

The proposed civil enclave will have the authorization for transport of passengers and freight, revenue and non-revenue cargo, as well as air mail and service cargo. All cargo will be physical check or x-ray before acceptance.

Personal Effects

For booking, unaccompanied baggage, copy of Copy of Airway bill, Passenger's passport/ID, Baggage Declaration Form (BDF) will ensured.

Sentimental Shipments

For carriage of sentimental cargo, Death Certificate from a competent medical authority, embalming and packaging Certificate, certificate issued by Embassy (Nationality of deceased) with the deceased’s full name, age at the time of death, place of death and photocopy of passport details, Photocopy of cancelled passport, police certificate will be ensured.

Odd-Sized Cargo

Odd sized cargo or heavy cargo to carry, there will be expertise in logistics to carry heavy and odd –sized.

ABC Techno Labs India Private Limited 2-26 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

Dangerous Goods

Dangerous Goods such as flammable, corrosive, poisonous and radioactive substances and varied use including medical will be handled by qualified staff under Dangerous Goods Regulations of IATA, to handle such shipments.

Valuables

In order to ensure security of valuables, container with a security locker on wide body aircrafts. The narrow body aircrafts are also fitted with locker for valuable cargo. The entire operation of loading and unloading will be carried out under the vigilant eyes of our Security personnel.

In order to adhere to the strictest security for handling of cargo at the civil enclave, it will be ensured that the cargo is loaded on the flight after physical check or x-ray.

Couriers

Courier traffic is a rapidly growing market. Civil Enclave will have facility for transporting small packages and documents. Perishable Goods Cargo

Perishable goods are such, whose conditions or suitability for its original or prime purpose may deteriorate below its useable condition if exposed to undue changes in temperature and humidity or delayed in transportation (e.g. fresh fruit and vegetables, flowers, meat and fish shipments, vaccines, medical supplies etc.).

2.9.2 Cargo Manifesting

The manifest contains all packages that are loaded into an aeroplane. Manifests are differentiated according to the type of transfer of the cargo at the station:

● Cargo Manifest ● Transfer Manifest ● NIL Manifest

ABC Techno Labs India Private Limited 2-27 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project The manifest is used for handling air cargo, with the exception of airmail, and is a necessary working paper for cargo accounting. Cargo is manifested in the IT systems or manually.

2.9.3 Dangerous Goods

Dangerous Goods are divided into nine different hazard classes. Some hazard classes are further subdivided into hazard divisions due to the wide scope of the class.

Class 1 Explosives Class 2 Gas Class 3 Flammable Liquid Class 4 Flammable Solids; Substances liable to Spontaneous Combustion; Substances which, in contact with Water, emit Flammable Gases Class 5 Oxidizing Substances and Organic Peroxides Class 6 Toxic (poisonous) and Infectious Substances Class 7 Radioactive Material Class 8 Corrosives Class 9 Miscellaneous Dangerous Goods

Hazard Labels

The label identifying the primary hazard of the dangerous goods must bear the class or division number as appropriate in the bottom corner of the label.

Handling Advice for Dangerous Goods

The handling advice for dangerous goods must include:

- date and flight number of shipment - number of Air Waybill (AWB) - proper shipping name and ID number - number of pieces and net weights - for operations with a containerized aircraft, type and number of ULD - drill code - special handling, if required

ABC Techno Labs India Private Limited 2-28 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

Incompatibility of Dangerous Goods

Packages containing dangerous goods which might react dangerously with each other or are harmful to other non-dangerous goods must not be stowed on an aircraft next to each other or in a position that would allow interaction between them in the event of leakage.

2.9.4 Handling of Toxic (RPB) and Infectious Substances (RIS)

Toxic (RPB) and Infectious Substances requiring a subsidiary risk "TOXIC" label must not be stowed in the same compartment with animals, substances marked or known to be foodstuffs, feed or other edible goods intended for consumption by humans or animals.

This does not apply if either the toxic or infectious substances and the foodstuffs or animals are loaded in separate ULDs, not adjacent to each other (minimum distance: 1 loading position).

Emergency Procedures for Incidents/Accidents with Dangerous Goods

 don't panic  advise immediate supervisor  isolate the package by removing other packages or property  avoid contact with the contents of the package  if contents come in contact with body or clothes: - thoroughly wash off body with plenty of water; - remove contaminated clothes; - do not eat or smoke; - keep hands away from eyes, mouth and nose; - apply for medical assistance  staff involved in such incidents should stay on site until their names are noted  avoid handling of a damaged package containing infectious substances or keep handling to a minimum and inform the appropriate public health authority or veterinary authority, and provide information on any other countries of transit where persons may have been exposed to danger and notify the consignee.

ABC Techno Labs India Private Limited 2-29 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project  access to a damaged package containing radioactive material must be restricted and a qualified person must, as soon as possible, assess the extent of contamination and the resultant radiation level of the package. The scope of the survey must also include the aircraft, aircraft equipment and all other material which has been carried on the aircraft.

2.9.5 Perishable Cargo

Due to individual procedures being applicable for different perishable goods, the following different load information codes are used:

 Foodstuffs - food for human or animal consumption (EAT)  Hatching eggs (HEG)  Live human organs (LHO)  Flowers/plants (PEF)  Meat (PEM) and seafood/fish (PES) shall be handled as WET  Fruits and vegetables (PEP)  All perishable goods other than flowers, meat, seafood or fish (PER)

Perishable cargo requiring special attention during flight, e.g. recommended temperatures and/or ventilation, shall be entered in the remarks box of the Load and Trimsheet. In case of thermographs (shipper owned) being used in temperature sensitive loads, the cargo department shall inform the aircraft handling department accordingly, a respective remark for enroute transit, and destination stations shall be entered in LDM, ALI or CPM, showing the code "TMG" and loading position.

Loading - Perishable cargo shall be accepted for carriage only if properly packed in order to avoid damage and/or contamination to other loads, ULDs or compartments.

Pallets with flowers, fruit or vegetables must not be covered with plastic foils - Perishable cargo, refrigerated with wet ice or containing fluids or moisture which could leak (e.g. meat, fish or other sea foods - fresh, salted, smoked or frozen) shall be treated as "Wet Cargo". Perishable cargo, refrigerated with dry ice (ICE) shall be handled according to the respective regulations. Care shall be taken when stacking perishable items so that lower layers of the stack are not damaged by the weight of the upper layers.

ABC Techno Labs India Private Limited 2-30 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project Foodstuffs (EAT)

Foodstuffs shall not be loaded together with poisons (RPB) or infectious substances (RIS) in the same compartment, unless they are loaded in separate ULDs not adjacent to each other. Foodstuffs shall not be loaded in close proximity of live animals (AVI) and human remains (HUM).

Hatching Eggs (HEG)

Hatching eggs shall not be stowed in close proximity of dry ice (ICE) and cryogenic liquids (RCL). The temperature in the compartment should remain between 10°C and 15°C during flight and should not exceed 27°C.

2.9.6 Disposal of Unclaimed or Leaked Cargo

Unclaimed or leaked Cargo will be disposed as per applicable environmental regulations.

2.10 Water Requirement and Its Management

2.10.1Water Balance

For Pune Civil Enclave total daily fresh water requirement will be 715 kld. Water balance table is given in Table 2.4: The population and water demand calculations of water requirement for Pune Civil Enclave are given in Table 2.5: Total water Demand, Water Tank Capacities & Space Requirements are given in Table 2.6.

Table 2.4: Water Requirement Details A Total Water Demand (in kld) 1) Domestic Water Demand (i) Total Potable Water Demand 715 (ii) Total Flushing Water Demand 535 Total Domestic Water Demand 1,250 2) Total Horticulture Water Demand 80 3) Total Soft Water Demand 300 Grand Total of Water Demands for all Purposes 1630

B Total Available Treated Effluent for Recycling (In kld)

ABC Techno Labs India Private Limited 2-31 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project Total Sewerage Generated (Total Domestic Demand x 1) 1125 0.9) Total Treated Waste Water Available from STP for 2) 1015 Recycling (90%) Total of Available Water for Re-use 1015

C Total Utilized Treated Effluent (In kld) 1) Total Amount Re-used for Flushing Water Purposes 535 2) Total Amount Re-used for HVAC Purposes 300 3) Balance Amount Reused for Horticulture Purposes 80

D Balance Water Requirements (In kld) Daily Fresh Water Required per Day for Potable 1) 715 Purpose Total Daily Net Fresh Water Demand in MLD 0.72

Excess treated effluent disposed outside the site in 100 m3/day

2.10.2Sources of Water and Status of Approval

Presently, total water requirement is 100 kl, which is met through 1” water connections of Municipal Corporation Supply and tankers. Water Bills are enclosed as Annexure 4. For the proposed project, water requirement will be met through Municipal Corporation Supply, tankers and deep tubewells to be drilled after obtaining permission from competent authority.

2.10.3Sewerage Treatment and Disposal

As per water balance diagram, 1,125 kl/d sewage will be generated after the proposed development at Pune Civil Enclave.

Sewage generated from the airport will be treated in well-designed Sewage Treatment Plant (STP). It is proposed to installed Moving Bed Biofilm Reactor (MBBR) type sewage treatment plant of two modules of 600 kld capacity each (total treatment capacity 1200 kld). After meeting stipulated standards, treated waste water will be utilized for HVAC, flushing purpose, irrigation of greenery and landscaping.

ABC Techno Labs India Private Limited 2-32

2-33 anded anded 80 80 300 300 Total 81000 81000 1,250 1,630 13,500 25,875 harashtra) Water 300000 300000 (l/day) Demand 1,207,500 1,207,500 1,246,875

535 535 6,000 8,625 517,500 532,125 Flushing Water Demand

Description of Project Description 715 7,500 cle for Pune Civil Enclave 17,250 690,000 690,000 714,750 Civil Enclave, Pune Airport (Ma Pune Airport Enclave, Civil Potable Potable Water Demand 5 30 30 20 LPCD for Flushing Water

15,000 ltr./acres) 40 40 25 10

l Purpose in kld LPCD for Potable water ng Towers (As per HVAC consultant) per HVAC (As ng Towers

Level Car Park and Cargo Terminal at Cargo and Park Level Car ary Waste & Treated Water Recy 300 300 1725 1725 17250 17250 ite = 18 Acres @ al Building, Reconstruction of Old Terminal Building, Modification of existing exp existing of Modification Building, Terminal Old of Reconstruction al Building, Daily Population (Considering 7.5 hr Peak population per day)

facilities, Multi facilities, -

2300 2300 hour Total Total Water Demand for Al at Peak Population Population

Associated City Side Associated Table 2.5: Water Consumption Summ Description Description Terminal Building (Passenger Load) Permanent Terminal Building Population (AAI, Airlines & Vendors) O&M, etc. Visitors Total in Litre/day Total in kld Soft Water Demand for Cooli Make-up requirements Soft water Say in (kld) Horticulture Water Demand 30 % of Total Site area (Total S Say in (kld)

1 2 3 4 5 S. No.

EIA for Construction of New Integrated Termin New Integrated of Construction EIA for Terminal Building, Limited India Private ABC Techno Labs per 2-34 anded anded

3

harashtra) /day /day /day /day /day /day /day m 3 3 3 3 3 3 3 Unit Unit m m m m m m m

- day Demand- day as 200 200

Description of Project Description Capacity of Tank Provided

Civil Enclave, Pune Airport (Ma Pune Airport Enclave, Civil ace Requirements 80 80 715 715 535 300 300 1,250 1,630 1,550 Water Requirement 200 200 Tank Approx. Required

providedminimum one as approx. Capacity of ank Capacities & Sp ank Capacities

Level Car Park and Cargo Terminal at Cargo and Park Level Car Required sprinkler system system sprinkler al Building, Reconstruction of Old Terminal Building, Modification of existing exp existing of Modification Building, Terminal Old of Reconstruction al Building, Basis of Capacity Basis capacity 100 x 2 no. capacity requires for hydrant & considering number of hydrant more than 100 As per NBC 2016, tank of tank of NBC 2016, As per & Soft Water Storage shall be

facilities, Multi facilities, - Capacities Capacities xcl. Horticulture) Description Description

ter Demand Tank Capacity Tank Capacity Total 2.6: water Demand, Water T Associated City Side Associated Description Description UG Fire Static

Total Water Requirement Domestic Water Demand Domestic Potable Wa Demand Flushing Water Soft Water Demand Horticultural Water Demand Total Water Demand Total Water Demand (E Water Tank Underground capacity Total of (The Domestic Code of India) National Building

1 2 3 1 I. a) S. b) S. II. No. No.

EIA for Construction of New Integrated Termin New Integrated of Construction EIA for Terminal Building, Limited India Private ABC Techno Labs 2-35 anded anded

3 3 3 3 3 3 2 2 2 2

harashtra) m m m m m m m m kld kld kld m m Unit Meters

3.5 3.5 150 150 800 650 150 612 700 800 1200 1200 1500 1,125 1950 1950 1950 1500 Capacity Quantity / Description of Project Description Considered

Civil Enclave, Pune Airport (Ma Pune Airport Enclave, Civil

150 150 775 625 150 1200 1200 1500 1,125 1900 1900 Capacity Quantity / Calculated Calculated

Level Car Park and Cargo Terminal at Cargo and Park Level Car is capacity 3 Demand Demand recommended 150m al Building, Reconstruction of Old Terminal Building, Modification of existing exp existing of Modification Building, Terminal Old of Reconstruction al Building, modules of capacity 600 kld each kld each modules of capacity 600 Approx. 50% of Total Approx. of Soft Water Demand For water curtain system, reatment Plant Approx. 50% of Domestic Approx. Domestic Demand + 50% Approx. 50% of Soft Water 50% of Soft Water Approx.

facilities, Multi facilities, - Incl. for Structure/walls) nerated (@ 90% of Domestic of (@ 90% nerated

water tanks and plant room Description Description

Associated City Side Associated Domestic Tank Capacity

UG Raw Water Tank Capacity UG Capacity Soft Tank UG Total UG Tanks Capacity Or Say of Water ConsideredDepth Max. ( Area Requiredfor UG Tanks (Say)Area Required for UG Tanks Approx. Area Approx. for Plant Room (Adjacent to UG Tanks) Area required for Total Sewage Quantity & Sewage T Total quantity of Sewage Ge requirements) Water PlantTotal Capacity of Sewage Treatment constructedSTP shall be in two for STPArea Required

2 3 4 5 6 7 8 9 1 2 3 S. 10 10 No. III.

EIA for Construction of New Integrated Termin New Integrated of Construction EIA for Terminal Building, Limited India Private ABC Techno Labs EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

2.11 Status of Regulatory Compliances for Pune Civil Enclave

The existing runway and associated facilities at the Pune Airport are in the preview of Indian Airforce Base.

Pune Airport (Aerodrome Code 4C) belongs to Ministry of Defense (IAF). The airfield was established in 1939 as RAF Poona to provide air security to the city of Bombay (now Mumbai). The base was home to World War II squadrons of de Havilland Mosquito and Vickers Wellington bombers and Super Marine Spitfire fighter aircraft. In May 1947, the Royal Indian Air Force took charge of the airfield. The Pune Airport was declared as a customs airport in January 1997 for the export of specified goods. Therefore, environmental clearance is not available.

Fire NOC for existing terminal building is enclosed as Annexure 5.

Airports Authority of India has already submitted applications to obtain Consent to Operate from Maharashtra Pollution Control Board (MPCB) with consent Fee Rs 8,37,014/- for existing terminal building. Consent for existing terminal building is at advance stage with MPCB. Copy of Consent Applications submitted to MPCP is enclosed as Annexure 6.

2.12 Project Cost and Time Schedule for Completion

Approx. cost for construction of new integrated terminal building, reconstruction of old terminal building and modification of existing expanded terminal building is Rs 520 Crores. The cost for associated city side facilities, expansion of apron and link taxiway track, multi -level car park and cargo terminal is estimated as approx. Rs 180 Crores. Hence, approximate cost of all the work under the scope as per Terms of Reference (TOR) issued by MOEF&CC is Rs 700 Crores.

Schedule for Completion: The project will be completed in 30 months time from the data of start construction after obtaining environmental clearance.

ABC Techno Labs India Private Limited 2-36 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

2.13 Manpower Requirement

The total estimated manpower requirement for construction and operation phases of the New Integrated Terminal Building and associated works is given in Table 2.7:

Table 2.7: Estimated Manpower Requirement for Pune Civil Enclave Sn. Phase Regular Contract A. Direct Employment 1. Construction Phase 40 200 to 250 2. Operation Phase 50 250 B. Indirect Employment More than 2000

ABC Techno Labs India Private Limited 2-37 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

CHAPTER 3

DESCRIPTION OF THE ENVIRONMENT

3.1 Introduction

The reconnaissance survey of the area around the Pune Civil Enclave was carried out in first week of March 2018 and the field studies were carried out for one season during pre-monsoon season (15th March to 15th June 2018) for the EIA studies to collect baseline primary and secondary data for the present environmental scenario in the study area.

A comprehensive primary and secondary data collection program were undertaken to assess the status of baseline environment conditions within the study area, as per the TOR issued by MOEF&CC for carrying out the EIA/EMP study for one season from 15th March to 15th June 2018 during pre monsoon season. The area covered by 10 km radius around the project site has been considered for baseline data collection.

The environmental monitoring/samplings have been carried out for ambient air quality, water quality, soil characteristics, noise levels and micro-meteorology. Land, surface and ground water, soil, meteorology, ambient air, ambient noise constitute the physical environment, while flora and fauna constitute the biological environment of the study area. Demographic and socio-economic conditions of the study area were also studied during the study period. Physical, biological and socio-economic environmental conditions within 10 km radius study area have been comprehensively discussed in the following sections.

3.2 Topography and Physiography

The topography of the study area is almost plain. The average elevation at the site is 585 m amsl. Ground elevation in the study area is vary from 554 m to 732 m above mean sea level. Indrayani River is flowing at distance of 6.7 km in north-east direction while Mule River is flowing at distance of 4.2 km. There are few hillocks/rock out crops in North-North West direction.

ABC Techno Labs India Private Limited 3-1 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

3.3 Geology of the Area

The entire area of the district is underlain by the basaltic lava flows of upper Cretaceous to lower Eocene age. The shallow alluvial formation of Recent age also occurs as narrow stretch along the major rivers flowing in the area. Geology of the area is shown in Figure 3.1.

3.3.1 Hard Rock (Deccan Trap Basalt)

Basaltic lava flow occupies more than 95% of the area of the Pune district. These flows are normally horizontally disposed over a wide stretch and give rise to table land type of topography also known a plateau. These flows occur in layered sequences ranging in thickness from 7 to 45 m and represented by massive unit at the bottom and vesicular unit at the top of the flow. These flows are separated from each other by marker bed known as ‘bole bed’. The water bearing properties of these flows depend upon the intensity of weathering, fracturing and jointing which provides availability of open space within the rock for storage and movement of ground water. The thickness of weathering in the district various widely up to 20 m bgl. However, the weathered and fractured trap occurring in topographic lows forms the potential aquifer in the district. The ground water in the district occurs under phreatic, semi – confined and confined conditions. Generally, the shallower zones down to the depth of 20 to 22 m bgl form the phreatic aquifer. The water bearing zones occurring between the depth 20 and 40 m bgl when weathered or having shear zones yield water under semi-confined condition. The deep confined aquifers generally occur below the depth of 40 m bgl.

The vesicular unit of lava flow when exposed or lying just few meter below the surface forms a potential aquifer in the district. However, the vesicular portion of different lava flows varies in thickness from few m to 10 m and nature and density of vesicles, their distribution, interconnection, weathering are the decisive factors for occurrence and movement of water in these units. The massive portions of basaltic flows are normally devoid of water, but when it is weathered, fractured and jointed forms potential aquifer.

ABC Techno Labs India Private Limited 3-2 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

3.3.2 Soft Rock (Alluvium)

Alluvium occurs in small areas along banks and flood plains of rivers like Mula and Indrayani. In alluvium the granular detrital material like sand and gravel usually occurring as thin layer in the district yields water. But due to its limited extent the ground water potential in this formation is negligible.

Project Site

Figure 3.1: Geology of the Area

ABC Techno Labs India Private Limited 3-3 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

3.4 Soil

Soil is usually differentiated into horizons of mineral and organic constituents of variable depth, which differ from the parent material below in morphology, physical properties and constituents, chemical properties and composition and biological characteristics.

3.4.1 Soil Type

Soil of the area are generally medium black to deep black clayey soil. In the study area, soil and loam, sandy clay loam and sandy loam in texture.

3.4.2 Soil Characteristics

To understand the soil characteristics in the study area, 8 locations were selected for seasonal sampling during pre-monsoon season in study area. The details of soil sampling locations are given in Table 3.1 and shown in Figure 3.2. Composite sampling of soil upto rooting depth (10-15 cm) was carried out at each location.

Table 3.1: Soil Sampling Locations in the Study Area Code Location Latitude & Direction Distance Longitude w.r.t. w.r.t Airport Airport (Clockwise) (km) Project Site 18°34'43.95"N S1 -- -- 73°54'38.95"E Lohagaon 18°35'35.18"N S2 NE 2.5 73°55'45.02"E Yojna Nagar 18°35'19.23"N S3 WNE 4.2 (Wagholi Road) 73°57'01.22"E Wageshwar Nagar 18°34'46.49"N S4 E 6.8 (Wagholi) 73°58'42.29"E Ramwadi 18°33'34.25"N S5 S 2.4 73°54'35.15"E Nagpur Chawl 18°33'53.64"N S6 SW 2.5 73°53'40.54"E Bhairav Nagar 18°35'59.50"N S7 W 2.4 73°53'18.89"E

ABC Techno Labs India Private Limited 3-4 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment Code Location Latitude & Direction Distance Longitude w.r.t. w.r.t Airport Airport (Clockwise) (km) Ambedkar Vasti 18°36'45.41"N S8 NW 5.1 73°52'47.67"E

Figure 3.2: Soil Sampling Locations

ABC Techno Labs India Private Limited 3-5 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

The value of important physical and chemical parameters of these soil samples are given in Table 3.2. From the tabulated values, the following conclusions can be made about the physical and chemical characteristics of the soil samples.

Texture: Soil samples from all eight locations are loam, sandy clay loam and sandy loam in texture.

pH: pH was determined by taking 1:5 ratio of soil and distilled water. pH of soil in the study area is found to be slightly alkaline in the range of 6.87 to 8.26.

Bulk Density: Bulk density of soil in the study area is found to be in the range from 1.36 to 1.52 g/cc.

Electrical Conductivity: Electrical conductivity of the soil in the study area is found to be in the range of 0.048 to 0.183 mS/cm.

Available Nitrogen: Nitrogen content of the soil samples in the study area is ranges from 213 to 511 mg/kg.

Available Phosphorous: Phosphorous content of the soil samples in the study area is ranges from 20.6 to 82.1 kg/ha.

Available Potassium: Potassium content of the soil samples in the study area is ranges from 194 to 365 mg/kg.

Exchangeable Calcium: Calcium content of the soil samples in the study area is ranges from 7.81 to 15.1 meq/100g.

Exchangeable Magnesium: Magnesium content of the soil samples in the study area is ranges from 2.71 to 5.06 meq/100g.

Exchangeable Sodium: Sodium content of the soil samples in the study area is ranges from 0.88 to 2.97 meq/100g.

Organic Matter: Organic matter of the soil in the study area is found to be in the range from 0.39 to 0.81%.

ABC Techno Labs India Private Limited 3-6

3-7 3-7 S8 213 224 7.48 1.42 36.6 8.11 4.68 2.97 0.79 46.2 13.6 40.2 0.183 Loam anded anded y S7 370 316 6.91 1.39 65.2 9.74 3.78 1.32 0.60 52.8 12.6 34.6 Sand 0.071 Loam harashtra)

S6 290 280 Clay 8.26 1.46 44.8 15.1 3.22 2.63 0.77 49.7 27.1 23.2 Loam 0.112 Sandy

S5 254 194 7.17 1.52 37.4 11.6 4.61 1.52 0.68 57.4 11.2 31.4 Loam 0.093 Sandy 41 S4

Description of the Environment of the Description 432 302 6.74 1.49 20.6 7.81 3.78 0.96 0.39 41.6 17.4 0.062 Loam

S3 511 365 Clay Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Civil 7.84 1.36 82.1 13.6 5.06 1.71 0.81 53.6 26.1 20.3 Loam Building, Modification of existing exp of existing Building, Modification 0.136 Sandy

S2 371 217 6.94 1.42 44.9 9.14 2.71 1.63 0.55 35.2 19.4 45.4 0.087 Loam S1 288 252 6.87 1.46 25.8 8.52 3.64 0.88 0.63 32.8 21.7 45.5 0.048 Loam ics of the Study Area

l Car Park and Cargo Terminal at Cargo Park and l Car

Building, Reconstruction of Old Terminal of Old Reconstruction Building, -2720(Part26) 1987(RA 2011) -14767:2000 (RA 2010) -14684:1999, Reaff:2008 IS FAO Chapter 3, ABCTL/SOIL/SOP 1 IS IS FAO Chapter 3, ABCTL/SOIL/SOP 2 FAO Chapter 3, ABCTL/SOIL/SOP 7 FAO Chapter 3, ABCTL/SOIL/SOP 4 FAO Chapter 3, ABCTL/SOIL/SOP 5 FAO Chapter 3, ABCTL/SOIL/SOP 6 Reaff:2010 22):1972, (Part 2720 IS Robinson Pipette Method Table 3.2: Soil Characterist

Side facilities, Multi -Leve Side facilities,

Test method Test

Parameters pH (1:5 Suspension) DensityBulk Electrical conductivity, mS/cm Suspension)(1:5 Available Nitrogen, Kg/ha Available Phosphorous, Kg/ha Available Potassium, Kg/ha Exchangeable Calcium as Ca, m.eq/100g Exchangeable Magnesium as Mg, m.eq/100g Exchangeable Sodium as Na, m.eq/100g Organic matter (%) ClassificationTexture Sand (%) Clay (%) Silt (%)

1 2 3 4 5 6 7 8 9 2018 May 23 Date of Sampling: S. S. 10 11 12 13 14 No

EIA for Construction of New Integrated Terminal of EIA for Construction City Associated Terminal Building, ABC Techno Labs India Private Limited EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

3.5 Water Resources and Water Quality

3.5.1 Water Resources

Water resources of the study area are classified into the following categories:

(i) Surface Water Resources: Mule River, Indrayani River, Lake, ponds, etc. (ii) Ground Water Resources: Accumulation of water in deeper strata of ground.

The only source of recharging for surface water and ground water is from the atmospheric precipitation, which is in the form of rainfall.

3.5.2 Surface Water Resources

Indrayani River is flowing at distance of 6.7 km in north-east direction while Mule River is flowing at distance of 4.2 km. Pauna River is confluence with Mule River within study area at distance of 8.3 km in west direction. The general slope of the area in lower part of study area is towards Mula River in the south. In upper part of the study area slope towards Indrayani River in north-east direction.

3.5.3 Ground Water Resources

The thickness of weathering in the district various widely up to 20 m bgl. However, the weathered and fractured trap occurring in topographic lows forms the potential aquifer in the district. The ground water in the district occurs under phreatic, semi – confined and confined conditions. Generally, the shallower zones down to the depth of 20 to 22 m bgl form the phreatic aquifer. The water bearing zones occurring between the depth 20 and 40 m bgl when weathered or having shear zones yield water under semi-confined condition. The deep confined aquifers generally occur below the depth of 40 m bgl. The ground water levels during pre-monsoon and post monsoon are given in Figure 3.3 and Figure 3.4, respectively.

ABC Techno Labs India Private Limited 3-8 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

Project Site

Figure 3.3: Ground Water Levels in Pre-Monsoon

Project Site

Figure 3.4: Ground Water Levels in Post Monsoon

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3.5.4 Ground and Surface Water Quality in Study Area

The quality of ground and surface water is influenced by surface and sub- surface environmental conditions. The quantity and quality of water entering the underground regime is another important parameter which influences underground water quality.

3.5.4.1 Ground Water Quality in Study Area

A. Water Sampling Locations

For assessing the ground water quality in the study area, water samples were collected from 8 ground water locations in the study area at the Project Site, Lohagaon, Yojna Nagar, Wageshwar Nagar, Ramwadi, Nagpur Chawl, Bhairav Nagar and Ambedkar Vasti analyzed as per the procedures specified in 'Standard Methods for the Examination of Water and Wastewater' published by American Public Health Association (APHA). The details of ground and surface water sampling locations are given in Table 3.3 are shown in Figure 3.5.

Table 3.3: Ground Water Locations in the Study Area Code Location Latitude & Direction Distance Longitude w.r.t. w.r.t Airport Airport (Clockwise) (km) GW1 Project Site 18°34'44.79"N -- -- 73°54'35.64"E GW2 Lohagaon 18°35'45.99"N NE 2.5 73°55'31.73"E GW3 Yojna Nagar 18°35'25.98"N WNE 4.3 (Wagholi Road) 73°56'56.97"E GW4 Wageshwar Nagar 18°34'52.03"N E 6.8 (Wagholi) 73°58'52.11"E GW5 Ramwadi 18°33'31.78"N S 2.5 73°54'35.99"E GW6 Nagpur Chawl 18°33'48.54"N SW 2.7 73°53'36.55"E GW7 Bhairav Nagar 18°35'02.68"N W 2.6 73°53'04.24"E

ABC Techno Labs India Private Limited 3-10 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment Code Location Latitude & Direction Distance Longitude w.r.t. w.r.t Airport Airport (Clockwise) (km) GW8 Ambedkar Vasti 18°36'45.81"N NW 5.3 73°52'40.68"E

Figure 3.5: Ground and Surface Water Sampling Locations

ABC Techno Labs India Private Limited 3-11 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

Ground water samples for chemical analysis were collected in polyethylene carboys. Water samples collected for metal content were acidified with 1 ml

HNO3. Selected physico-chemical and heavy metal have been analysed for ground water quality status in the study area.

B. Characteristics of Ground Water Samples

The collected water samples were analyzed for physical and chemical parameters as parameters described in IS:10500:2012. Table 3.4 gives desirable and permissible limits prescribed for potable water in IS: 10500: 2012.

Table 3.4: Indian Standard Specification for Drinking Water Sl. Characteristic Requirement Permissible Protocol No. (Acceptable Limit in the Limit) Absence of Alternate Source I Organoleptic and Physical Parameters i) Colour, Hazen units, Max 5 15 IS 3025 (Part 4) ii) Odour Agreeable Agreeable IS 3025 (Part 5a) iii) pH value 6.5-8.5 No relaxation IS 3025 (Part 11) iv) Taste Agreeable Agreeable IS 3025 (Part 7&8) v) Turbidity, NTU, Max 1 5 IS 3025 (Part 10) vi) Total dissolved 500 2000 IS 3025 (Part 16) solids, mg/l, Max II General Parameters Concerning Substances Undesirable in Excessive Amounts i) Aluminium (as Al), mg/l, 0.03 0.2 IS 3025 (Part 55) Max ii) Ammonia (as total 0.5 No relaxation IS 3025 (Part 34) ammonia-N), mg/l, Max iii) Anionic detergents (as 0.2 1.0 IS 13428 MBAS) mg/l, Max iv) Barium (as Ba), mg/l, 0.7 No relaxation IS 15302 Max v) Boron (as B), mg/l, Max 0.5 1.0 IS 3025 (Part 57) vi) Calcium (as Ca), mg/l, 75 200 IS 3025 (Part 40) Max vii) Chloramines (as Cl2), 4.0 No relaxation IS 3025 (Part 26) mg/l, Max viii) Chloride (as Cl), mg/l, 250 1000 IS 3025 (Part 32) Max ix) Copper (as Cu), mg/l, 0.05 1.5 IS 3025 (Part 42) Max x) Fluoride (as F) mg/l, Max 1.0 1.5 IS 3025 (Part 60)

ABC Techno Labs India Private Limited 3-12 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment Sl. Characteristic Requirement Permissible Protocol No. (Acceptable Limit in the Limit) Absence of Alternate Source xi) Free residual chlorine, 0.2 1 IS 3025 (Part 26) mg/l, Min xii) Iron (as Fe), mg/l, Max 0.3 No relaxation IS 3025 (Part 53) xiii) Magnesium (as Mg), 30 100 IS 3025 (Part 46) mg/l, Max xiv) Manganese (as Mn), 0.1 0.3 IS 3025 (Part 59) mg/l, Max xv) Mineral oil, mg/l, Max 0.5 No relaxation IS 3025 (Part 39) xvi) Nitrate (as NO3), mg/l, 45 No relaxation IS 3025 (Part 34) Max xvii) Phenolic compounds (as 0.001 0.002 IS 3025 (Part 43) C6H5OH), mg/l, Max

xviii) Selenium (as Se), mg/l, 0.01 No relaxation IS 3025 (Part 56) Max xix) Silver (as Ag), mg/l, Max 0.1 No relaxation IS 13428 xx) Sulphate (as SO4) mg/l, 200 400 IS 3025 (Part 24) Max xxi) Sulphide (as H2S), mg/l, 0.05 No relaxation IS 3025 (Part 29) Max xxii) Total alkalinity as 200 600 IS 3025 (Part 23) Calcium, mg/l, Max xxiii) Total hardness (as 200 600 IS 3025 (Part 21) CaCO3), mg/l, Max xxiv) Zinc (as Zn), mg/l, Max 5 15 IS 3025 (Part 49) III Parameters Concerning Toxic Substances i) Cadmium (as Cd), mg/l, 0.003 No relaxation IS 3025 (Part 41) Max ii) Cyanide (as CN), mg/l, 0.05 No relaxation IS 3025 (Part 27) Max iii) Lead (as Pb), mg/l, Max 0.01 No relaxation IS 3025 (Part 47) iv) Mercury (as Hg), mg/l, 0.001 No relaxation IS 3025 (Part 48) Max v) Molybdenum (as Mo), 0.07 No relaxation IS 3025 (Part 2) mg/l, Max vi) Nickel (as Ni), mg/l, Max 0.02 No relaxation IS 3025 (Part 54) vii) Polychlorinated 0.0005 No relaxation APHA 6630 biphenyls, mg/l, Max viii) Polynuclear aromatic 0.0001 No relaxation APHA 6630 hydrocarbons (as PAH), mg/l, Max ix) Total Arsenic (as As), 0.01 0.05 IS 3025 (Part 37) mg/l, Max x) Total chromium (as Cr), 0.05 No relaxation IS 3025 (Part 52 mg/l, Max xi) Trihalomethanes a) Bromoform, mg/l, Max 0.1 No relaxation ASTM D 3973-85 or

ABC Techno Labs India Private Limited 3-13 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment Sl. Characteristic Requirement Permissible Protocol No. (Acceptable Limit in the Limit) Absence of Alternate Source APHA 6232 b) Dibromochloromethane, 0.1 No relaxation ASTM D 3973-85 mg/l, Max or APHA 6232 c) Bromodichloromethane, 0.06 No relaxation ASTM D 3973-85 mg/l, Max or APHA 6232 d) Chloroform, mg/l, Max 0.2 No relaxation ASTM D 3973-85 or APHA 6232 IV Bacteriological Quality of Drinking Water i All water intended for Shall not be drinking, detectable in a) E. coli or any 100 ml thermotolerant coliform sample bacteria (TCB) Source: Bureau of Indian Standard Code IS:10500:2012.

The results of ground water analysis are given in Table 3.5.

Colour: The colour of ground water samples was found <1 hazen unit and meets the acceptable limit of drinking water standards.

Odour: The odour in ground water samples was agreeable and meets the acceptable limit for drinking water standards.

pH: The pH value of all ground water samples ranges from 7.02 to 7.84 and meets the acceptable limit (6.5-8.5) of drinking water standards.

Turbidity:-The turbidity of water samples was found <1 NTU unit and meets acceptable limit at all the ground water sampling locations.

Total Dissolved Solids (TDS): The TDS in ground water samples range from 268 to 593 mg/l and meets permissible limit in the absence of alternate source in all the ground water sampling locations.

Total Hardness: The total hardness of ground water samples range between 132 mg/l to 300 mg/l and meets permissible limit of 600 mg/l in the absence of alternate source for all the ground water sampling locations.

ABC Techno Labs India Private Limited 3-14 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

Total Alkalinity: Total alkalinity in ground water samples ranges from 50 mg/l to 260 mg/l and meets permissible limit of 600 mg/l in the absence of alternate source for all the ground water sampling locations.

Iron: The iron content in all ground water sample ranges from BDL to 0.14 mg/l and meets acceptable limit of 0.3 mg/l at all the ground water sampling locations.

Chloride: The chloride content in ground water samples range from 53 mg/l to 184 mg/l and meets chloride limit of 250 mg/l at all the ground water sampling locations.

Calcium: The calcium content in ground water samples range from 33 mg/l to 73 mg/l and meets acceptable limit of 75 mg/l at all the ground water sampling locations.

Magnesium: The magnesium content in ground water samples range from 9.7 mg/l to 30 mg/l and meets desirable limit of 30 mg/l at all the ground water sampling locations.

Sulphate: Sulphate content in ground water sample ranges from 18 to 181 mg/l and meets the acceptable limit of 200 mg/l at all the ground water sampling locations.

Nitrate: Nitrate content in ground water samples ranges from 1 mg/l to 21 mg/l and meets the acceptable limit of 45 mg/l at all the ground water sampling locations.

Fluoride: Fluoride content in ground water samples ranges from 0.29 mg/l to 0.93 mg/l and meets the acceptable limit of 1 mg/l at all the ground water sampling locations.

Zinc: Zinc content in ground water samples ranges from 0.14 to 1.32 mg/l and meets the acceptable limit 5 mg/l at all the ground water sampling locations.

Coliforms: Total Coliforms and E coli were absent in all water simples.

ABC Techno Labs India Private Limited 3-15 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

Other parameters : Copper (Cu), Mercury (Hg), Cadmium (Cd), Selenium (Se), Arsenic (As), Lead (Pb), Total Chromium (Cr) contents were found below detection limit (BDL) in ground water samples.

III. Conclusions

The results of ground water samples were compared to Indian Standard Specification of drinking water IS:10500:2012. Most of analysed parameters meet acceptable limits for drinking standards at all ground water sampling locations. The ground water resources in the study area were found fit for drinking purpose.

3.5.4.2Surface Water Quality in Study Area

During the study period surface water samples were collected from Mula River, Indrayani River, Vishrantwadi Lake, Lohagaon Lake and CME Upper Lake. Details of surface sampling locations are given in Table 3.6 and Figure 3.5.

Table 3.6: Surface Water Locations in the Study Area Code Location Latitude & Direction Distance Longitude w.r.t. w.r.t Airport Airport (Clockwise) (km) SW1 Mula River 18°32'35.35"N 4.9 SE 73°53'09.33"E SW2 Indrayani River 18°37'17.00"N 7.1 NE 73°57'48.28"E SW3 Vishrantwadi Lake 18°36'23.63"N 4.2 NE 73°56'27.39"E SW4 Lohagaon Lake 18°34'42.34"N 3.3 W 73°52'56.54"E SW5 CME Upper Lake 18°36'21.11"N 7.5 NW 73°50'54.36"E

Analysis result presented in Table 3.7 indicates that surface water quality of sampled sources is not fit for drinking and bathing without treatment.

ABC Techno Labs India Private Limited 3-16

anded anded 3-17 7 76 97 73 <1 4.1 112 BDL BDL 7.42 0.93 0.22 0.14 Vasti (<0.05) (<0.05) Ambedkar Agreeable

harashtra)

53 21 <1 0.7 1 5.5 181 140 BDL BDL BDL 7.84 0.47 46.5 0.10 Nagar (<0.05) (<0.05) (<0.05) Bhairav Agreeable

8 59 18 60 39 29 9.7 28 <1 6.2 BDL BDL BDL 7.65 0.78 Description of the Environment of the Description (<0.5) Chawl (<0.05) (<0.05) Nagpur Agreeable

Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Civil Building, Modification of existing exp of existing Modification Building, 1 71 20 41 <1 BDL BDL 7.74 0.85 (<0.05) (<0.05) Ramwadi Agreeable

59 69 <1 2.1 0.8 2.1 184 BDL BDL 7.71 0.40 0.06 0.10 0.06 (<0.05) (<0.05) ar Nagar Wageshw Agreeable Quality in the Study Area

62 18 51 <1 1.8 BDL BDL BDL 7.36 0.29 0.13 Yojna (<0.5) Nagar (<0.05) (<0.05) Agreeable l Car Park and Cargo Terminal at Cargo Park and l Car

3 88 26 60 <1 BDL BDL BDL Building, Reconstruction of Old Terminal of Old Reconstruction Building, 7.23 0.33 (<0.05) (<0.05) (<0.05) Lohagaon Agreeable Table 3.5: Ground Water 93 18 60 60 40 33 33 67 <1 0.9 0.7 2.3 1.1 1.2 1.7 15 1 670 540 472 796 735 686 970 935 350 307 268 432 385 378 593 550 142 140 132 210 274 216 156 300 172 128 148 50 260 240 192 268 BDL BDL BDL 7.02 0.41 12.1 9.7 12 30 26 0.09 Site Site (<0.05) (<0.05) Project Agreeable Side facilities, Multi -Leve Side facilities, - - NTU mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l Unit μS/cm Hazen Hazen

4

3

3 3 Parameters Colour Odour pH at 25°C Electrical Conductivity, Turbidity Total Dissolved Solids Total Hardness as CaCO Total Alkalinity as CaCO Chloride as Cl as SO Sulphate Fluoride as F Nitrate as NO as NAmmonia Sodium as Na Potassium as K Calcium as Ca Magnesium as Mg Iron as Fe as Manganese Mn 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Sl. No.

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anded anded 3-18 BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 1.32 1.32 Vasti Absent Absent (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) (<0.001) (<0.001) (<0.001) (<0.001) Ambedkar

harashtra)

BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 1.56 1.56 Absent Absent Nagar (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) Bhairav (<0.001) (<0.001) (<0.001) (<0.001)

BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 1.07 1.07 Description of the Environment of the Description Absent Absent Chawl (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) Nagpur (<0.001) (<0.001) (<0.001)

Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Civil Building, Modification of existing exp of existing Modification Building, BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.58 0.58 Absent Absent (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) (<0.001) (<0.001) (<0.001) Ramwadi

BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 1.12 1.12 Absent Absent (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) (<0.001) (<0.001) (<0.001) ar Nagar Wageshw

BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.61 Yojna Absent Absent Nagar (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) (<0.001) (<0.001) (<0.001)

l Car Park and Cargo Terminal at Cargo Park and l Car

BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL Building, Reconstruction of Old Terminal of Old Reconstruction Building, 0.89 Absent Absent (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) (<0.001) (<0.001) (<0.001) Lohagaon BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.14 Site Site Absent Absent (<0.03) (<0.01) (<0.01) (<0.05) (<0.01) (<0.03) (<0.02) (<0.03) Project (<0.001) (<0.001) (<0.001) Side facilities, Multi -Leve Side facilities, mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l Unit 00ml 00ml MPN/1 MPN/1 Limit, Sampling: Dateof 2018 22& 23 May

Parameters Phenolic compounds as Phenol Copper as Cu Mercury as Hg Cadmium as Cd Selenium as Se Total Arsenic as As Cyanide as CN Lead as Pd Zinc as Zn Total Chromium as Cr Nickel Aluminum as Al Total Coliforms E coli 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Sl. No.

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anded anded 3-19 5 17 78 14 51 30 5.6 3.6 590 341 110 130 7.85 1.14 0.56 0.68 13.3 0.56 SW5 Lake Lake

harashtra) BDL(<0.05) BDL(<0.05) BDL(<0.05) CME Upper CME Upper BDL(<0.001) BDL(<0.001) Aggregable

11 92 96 45 12 35 23 2.9 3.7 1.7 8.3 360 192 7.62 0.72 0.46 0.24 0.63 0.16 SW4 Lake Lake Lohagaon Lohagaon BDL(<0.05) BDL(<0.05) BDL(<0.001) BDL(<0.001)

Aggregable Description of the Environment of the Description

Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Civil Building, Modification of existing exp of existing Modification Building, 7 1 70 52 36 12 18 16 4.1 7.2 216 123 7.83 0.37 0.54 0.27 0.52 BDL(<1) BDL(<1) Lake SW3 Lake BDL(<0.05) BDL(<0.05) BDL(<0.05) BDL(<0.001) BDL(<0.001) Vishrantwadi Vishrantwadi Aggregable

3 27 12 26 24 4.8 2.1 213 113 7.65 0.23 0.34 0.52 11.3 0.21 0.17

Aggregable Aggregable Indrayani Indrayani er Quality in the Study Area BDL(<0.05) BDL(<0.05) River SW2 River

BDL(<0.001) BDL(<0.001)

l Car Park and Cargo Terminal at Cargo Park and l Car 5 4 23 10 22 28 3.2 328 178 114 124 7.41 0.36 1.88 0.25 0.41 10.6 0.35 0.11 SW1 Aggregable Aggregable BDL(<0.05) BDL(<0.05) Mula River Mula River BDL(<0.001) BDL(<0.001) Building, Reconstruction of Old Terminal of Old Reconstruction Building, Table 3.7: Surface Wat Table - - NTU mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l Unit Unit Hazen Hazen μS/cm μS/cm

Side facilities, Multi -Leve Side facilities,

3 3

4

3

4

3 Parameters Parameters Colour Odour Turbidity pH at 25°C Electrical Conductivity, Solids Total Dissolved as CaCO Total Hardness as CaCO Total Alkalinity Chloride as Cl as SO Sulphate Fluoride as F Nitrate as NO Ammonia as NH PO Phosphate as Sodium as Na K Potassium as Calcium as Ca Magnesium as Mg Iron as Fe as Mn Manganese Phenolic compounds as Phenol Copper as Cu 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 S.No S.No EIA for Construction of New Integrated Terminal of EIA for Construction City Associated Terminal Building, ABC Techno Labs India Private Limited

anded anded 3-20 10 22 6.2 3.9 900 110 SW5 Lake Lake 0.107

harashtra) BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.05) BDL(<0.01) BDL(<0.03) BDL(<0.02) BDL(<0.03) CME Upper CME Upper BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.025) BDL(<0.025) 8 16 80 6.4 3.3 1200 SW4 Lake Lake 0.285 Lohagaon Lohagaon BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.05) BDL(<0.01) BDL(<0.03) BDL(<0.02) BDL(<0.03) BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.025) BDL(<0.025) Description of the Environment of the Description

Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Civil Building, Modification of existing exp of existing Modification Building, 5 20 6.3 3.7 170 0.171 >1600 Lake SW3 Lake BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.05) BDL(<0.01) BDL(<0.03) BDL(<0.02) BDL(<0.03) BDL(<0.001) BDL(<0.001) BDL(<0.001) Vishrantwadi Vishrantwadi BDL(<0.025) BDL(<0.025)

17 14 6.1 1192

13246 Indrayani Indrayani BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.05) BDL(<0.01) BDL(<0.01) BDL(<0.03) BDL(<0.02) BDL(<0.03) River SW2 River

BDL(<0.001) BDL(<0.001) BDL(<0.001) BDL(<0.025) BDL(<0.025)

l Car Park and Cargo Terminal at Cargo Park and l Car 7 36 18 5.9 1280 SW1 0.371 15672 BDL(<0.01) BDL(<0.01) BDL(<0.01) BDL(<0.05) BDL(<0.01) BDL(<0.03) BDL(<0.02) BDL(<0.03) Mula River Mula River BDL(<0.001) BDL(<0.001) BDL(<0.001) Building, Reconstruction of Old Terminal of Old Reconstruction Building, BDL(<0.025) BDL(<0.025) mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l Unit Unit MPN/100ml MPN/100ml MPN/100ml

Side facilities, Multi -Leve Side facilities,

2 Date of Sampling: 21 May 2018 at 27°C for 3 Parameters Parameters Mercury as Hg as Hg Mercury as Cd Cadmium as Se Selenium as As Total Arsenic Cyanide as CN as Pb Lead Zinc as Zn as Cr Total Chromium Nickel as Al Aluminum Solids Total Suspended Surfactants as Anionic MBAS as O Dissolved Oxygen Chemical Oxygen Demand Bio-Chemical Oxygen Demand days Total Coliforms E coli

23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 S.No S.No EIA for Construction of New Integrated Terminal of EIA for Construction City Associated Terminal Building, Detectable Limit, –Below BDL ABC Techno Labs India Private Limited EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment 3.6 Climatology and Meteorology

3.6.1 Introduction

The meteorological parameters play a vital role in transport and diffusion of pollutants in the atmosphere. The collection and analysis of meteorological data, therefore, is an essential component of environmental impact assessment studies. The long term and short term impact assessment could be made through utilization and interpretation of meteorological data collected over long and short periods, respectively.

3.6.2 Climatology

Climatological (long-term) data is obtained from the closest Indian Meteorology Department (IMD) station or from any other nearby station, which has been collecting meteorological data for more than ten years. Climatological data for Pune IMD station was obtained and the same is discussed in following subsections.

3.6.3 Climatological Data for the Pune IMD Station

A. Seasons

Four seasons have been identified namely summer, monsoon, post-monsoon and winter.

The climate of the project area is characterized by an intensely hot dry summer, well distributed rainfall in south-west monsoon season and winter. Generally, the project area experiences the following four seasons in a year:

Summer : March to Mid June Monsoon : Mid June to September Post Monsoon : October to November Winter : December to February

The meteorological and climatological data collected from Pune IMD Station has been considered for the study.

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B. Temperature

Table 3.8 gives the temperature at IMD station Pune. January is the coldest month with the daily minimum temperature at 10.9oC. April is hottest month and the daily maximum temperature at 37.6oC. Temperatures drop appreciably with the onset of the monsoon after the Mid of June. The monsoon period is generally pleasant. With the withdrawal of the monsoon by the end of September, day temperatures rise, while night temperature begin to drop rapidly by October.

C. Humidity

Table 3.8 gives the Mean daily Maximum and minimum temperatures and relative humidity (RH) data at IMD station Pune. The humidity is high and is about 85% in the mornings. March is the driest month of the year, the humidity being 20% in the evenings.

Table 3.8: Temperature and Humidity Month Mean Daily Mean Daily Relative Humidity Maximum Minimum (%) Temperature (oC) Temperature 08.30 17.30 (oC) January 29.7 10.9 82 33 February 31.8 12.0 70 25 March 35.5 15.7 53 20 April 37.6 19.7 47 25 May 36.9 22.4 58 36 June 31.8 23.0 76 64 July 28.3 22.2 83 76 August 27.5 21.6 85 78 September 29.3 20.8 83 72 October 31.4 18.6 79 53 November 30.2 14.5 75 43 December 28.8 11.2 79 38 Annual 31.6 17.7 73 47 Source: IMD Station, Pune

Graphical representation of temperature and relative humidity is given in Figure 3.6 and Figure 3.7, respectively.

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Figure 3.6: Maximum and Minimum Temperature

Figure 3.7: Monthly Relative Humidity

D. Wind Speed

At Pune IMD station, annual average wind speed is 5.9 kmph. Highest average monthly wind speed is observed to be in June (10.5 kmph) while lowest (2.6

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Table 3.9: Wind Speed in the Area Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual 2.6 3.6 4.5 6.2 9.2 10.5 10.3 9.2 6.0 3.4 3.0 2.6 5.9 Source: IMD Station, Pune

Graphical representation of mean monthly wind speed is shown in Figure 3.8.

Figure 3.8: Wind Speed in the Area

E. Wind Direction

Wind pattern for the area is given in Table 3.10. The prevailing winds blow from W-NW towards E-SE sector during December to September months. During April to September winds blow from SW-W. October and November Winds below from E direction. Calm period vary from 1 % to 96 % of the total time.

Table 3.10: Wind Direction in the Area Sn Months N NE E SE S SW W NW Calm 1. January 0 0 1 1 0 0 1 1 96 2 3 20 3 0 2 25 12 33 2. February 1 1 2 0 0 1 4 1 90 3 3 14 3 0 2 37 20 18

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F. Cloudiness

Skies are generally clear or lightly clouded except during the monsoon season when heavily clouded to overcast conditions prevail.

G. Special Weather Phenomenon

Special weather phenomena are given in Table 3.11 for the area. Thunder occurs on an average 29.4 day in a year. Fog occurs occasionally for about 13.2 days. Hail, dust storm and squalls are rare in the region. More than 0.8 mm precipitation is occurred on 87.3 days in a year.

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Table 3.11: Special Weather Phenomena in the Area Months PPT 0.3 Hail Thunder Fog Dust Squall mm or Storm more January 0.3 0.0 0.2 2.9 0.0 0.0 February 0.3 0.0 0.2 0.4 0.0 0.0 March 0.5 0.0 1.0 0.0 0.0 0.7 April 3.5 0.1 4.7 0.1 0.0 1.1 May 3.5 0.1 4.7 0.1 0.0 1.1 June 13.7 0.0 5.6 0.0 0.0 0.8 July 22.0 0.0 0.8 0.0 0.0 0.1 August 21.9 0.0 0.5 0.0 0.0 0.0 September 13.4 0.0 6.5 0.8 0.0 0.2 October 7.0 0.0 5.3 3.5 0.0 0.2 November 2.9 0.0 1.3 3.0 0.0 0.0 December 0.5 0.0 0.2 2.7 0.0 0.0 Annual 87.3 0.1 29.4 13.5 0.0 0.0 Source: IMD Station Pune.

3.6.4 Micro Meteorological Data for the Site

Micrometeorology data changes after a few kilometers due to changes in local topography. Furthermore, IMD data recorded only at 8:30 a.m. and 17:30 p.m. for only eight wind directions with wind speeds over widely spaced ranges is not of much use in dispersion modeling. Because of these limitations, micrometeorological data was collected near site round the clock.

The meteorological data, such as, wind speed and direction, ambient temperature, and relative humidity was collected near Pune Airport and is presented in Table 3.12 for pre-monsoon season.

Table 3.12: Summary of Micrometeorological Conditions at the site Parameter Pre Monsoon Season Temperature Max (oC) 41.7 Min (oC) 14.3 Relative Humidity Max (%) 66.5 Min (%) 38.8

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A. Temperature

The maximum ambient temperature recorded near Pune Civil Enclave during the study period was 41.7˚C while minimum temperature was recorded as 14.3˚C.

B. Relative Humidity

During the study period, maximum relative humidity recorded near Pune Civil Enclave was 66.5% while minimum humidity was recorded as 38.8%.

C. Wind Speed

During the study period, maximum wind speed recorded near Pune Civil Enclave was 11.3 kmph while minimum wind speed was recorded as 1.8 kmph. Mean wind speed was 8.6 kmph.

D. Wind Pattern

During the study period, predominant wind directions were recorded towards E-SE to W-NW Sector. Windrose diagram for the study period for Day and Night Time are given in Figure 3.9 and Figure 3.10, respectively.

ABC Techno Labs India Private Limited 3-27

3-28 anded anded

harashtra)

Description of the Environment of the Description

Building, Modification of existing exp of existing Modification Building,

rgo Terminal at Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Terminal at Civil rgo

-Level Car Park and Ca Park and -Level Car

Building, Reconstruction of Old Terminal of Old Reconstruction Building,

Figure 3.9:Figure Wind Rose Diagram for Day Time

Side facilities, Multi Side facilities,

EIA for Construction of New Integrated Terminal of EIA for Construction City Associated Terminal Building, ABC Techno Labs India Private Limited

3-29 anded anded

harashtra)

Description of the Environment of the Description

Building, Modification of existing exp of existing Modification Building,

rgo Terminal at Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Terminal at Civil rgo

-Level Car Park and Ca Park and -Level Car

Building, Reconstruction of Old Terminal of Old Reconstruction Building,

Figure 3.10: Wind RoseFigure Diagram for Night Time

Side facilities, Multi Side facilities,

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3.7 Ambient Air Quality

3.7.1 Introduction

To study, the baseline air quality scenario in the study area, eight ambient air quality monitoring (AAQM) stations were selected in the study area in different directions and at different distances from the project site keeping in view of the guidelines of the Ministry of Environment, Forest and Climate Change (MOEF&CC), Government of India.

3.7.2 Methodology of Monitoring and Analysis

Envirotech APM 460 BL Respirable Dust Sampler (RDS) and Sampler (Envirotech APM 550)/Ecotech (AAS 127) fine particulate matter were deployed for ambient air quality monitoring.

The baseline data of air environment is monitored for the below mentioned parameters:

 Particulate Matter (PM2.5);

 Particulate Matter (PM10);

 Sulphur dioxide (SO2);

 Di oxides of Nitrogen (NO2);

 Ozone (O3);  Lead (Pb);  Carbon Monoxide (CO);

 Ammonia (NH3);

 Benzene (C6H6);  Benzo (a) Pyrene (BaP);  Arsenic (As);  Nickel (Ni),

3.7.3 Sampling and Analytical Techniques

PM2.5 and PM10 have been estimated by gravimetric method. Modified West and Gaeke method (IS-5182 part-II, 1969) have been adopted for estimation of

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the estimation of NO2.

Samples for carbon monoxide were analyzed using NDIR techniques. The techniques adopted for sampling and analysis are given in Table 3.13 along with the minimum detection limits for each parameter.

Table 3.13: Techniques Used For Ambient Air Quality Monitoring S. Parameter Technique Detectable No. Limit (μg / m3)

1 Particulate Matter(PM10) Gravimetric [EPA -40 (CFR Part 50)] 2.0

2 Particulate Matter(PM2.5) Gravimetric [EPA -40 (CFR Part 50)] 2.0

3 Sulphur Dioxide (SO2) Improved West and Gaeke 5.0

4 Nitrogen Dioxide (NO2) Modified Jacob & Hochheiser 5.0 5 Carbon Monoxide(CO) NDIR [IS 13270 : 1992] 0.1

6 Ammonia (NH3) Nesslers Method (APHA) 20

7 Ozone (O3) KI Absorption Method 5.0 8 Lead (Pb) AAS Method [IS 5182 (Part 0.1 22):2004] 9 Arsenic (As) AAS Method [IS 5182 (Part 0.001 22):2004] 10 Nickel (Ni) AAS Method [IS 5182 (Part 0.001 22):2004]

11 Benzone (C6H6) Adsorption & Desorption followed by 0.01 GC [IS 5182 (Part 11) : 2006] 12 Benzo (a) pyrene (BaP) Solvent Extraction followed by GC 0.00 Analysis [IS 5282 (Part 12) : 1991]

3.7.4 National Ambient Air Quality Standards

The national ambient air quality standards are given in Table 3.14. Monitored values for study have been compared with the National Ambient Air Quality Standards.

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Table 3.14: National Ambient Air Quality Standards S. Pollutant Time Weighted Concentration in Ambient No Average Air Industrial Ecologically Residential Sensitive , Rural & Area Other (Notified by Areas Central Government ) 1. Sulphur dioxide Annual Average* 50 20 3 (SO2)(g/m ) 24 Hours** 80 80 2. Nitrogen Dioxide (NO2) Annual Average* 40 30 (g/m3) 24 Hours** 80 80 3. Particulate Matter (Size Annual Average* 60 60 Less Than 10 m) or PM10 (g/m3) 24 Hours** 100 100 4. Particulate Matter (Size Annual Average* 40 40 Less Than 2.5 m) or PM2.5 (g/m3) 24 Hours** 60 60 3 5. Ozone O3 (g/m ) 8 Hours* 100 100 1 Hours** 80 80 6. Lead (Pb) (g/m3) Annual Average* 0.5 0.5 24 Hours** 1.0 1.0 7. Carbon monoxide (CO) Annual Average* 2 2 (mg/m3) 24 Hours** 4 4 3 8. Ammonia (NH3) (g/m ) Annual Average* 100 100 24 Hours** 400 400 3 9. Benzene (C6H6) (g/m ) Annual* 5 5 10. Benzo (a) Pyrane (BaP) Annual* 1 1 particulate phase only (ng/m3) 11. Arsenic (As) (ng/m3) Annual* 6 6 12. Nickel (Ni) (ng/m3) Annual* 20 20 Note: * Annual arithmetic mean of minimum 104 measurements in a year taken twice a week 24 hourly at uniform interval. ** 24 hourly /8 hourly values should be met 98% of the time in a year. However 2% of the time, it may exceed but not on two consecutive days.

3.7.5 Ambient Air Quality Monitoring Locations

For baseline ambient air quality data collection, Project Site, Lohagaon, Yojna Nagar, Wageshwar Nagar, Ramwadi, Nagpur Chawl Bhairav Nagar and Ambedkar Vasti were selected for ambient air quality monitoring based as per

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Table 3.15: Ambient Air Quality Monitoring Stations in the Study Area Code Location Latitude & Direction Distance Location Longitude w.r.t. w.r.t Details Airport Airport (km) AAQM 1 Project Site 18°34'44.65"N Commercial -- -- 73°54'35.74"E AAQM 2 Lohagaon 18°35'45.67"N Residential NE 2.5 73°55'31.72"E AAQM 3 Yojna Nagar 18°35'25.78"N Residential (Wagholi 73°56'56.64”E WNE 4.3 Road) AAQM 4 Wageshwar 18°34'52.14"N Residential Nagar 73°58'52.22"E E 6.8 (Wagholi) AAQM 5 Ramwadi 18°33'31.61"N Residential S 2.5 73°54'35.73"E AAQM 6 Nagpur 18°33'48.53"N Residential SW 2.7 Chawl 73°53'36.26"E AAQM 7 Bhairav 18°35'02.89"N Residential W 2.6 Nagar 73°53'04.72”E AAQM 8 Ambedkar 18°36'45.75”N Residential NW 5.3 Vasti 73°52'40.39"E

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Figure 3.14: Ambient Air Quality Monitoring Locations

Figure 3.11: Ambient Air Quality Locations

ABC Techno Labs India Private Limited 3-34 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

3.7.6 Results of Ambient Air Quality Monitoring

The results of monitoring of PM2.5, PM10, SO2, NO2, NH3, O3, C6H6, BaP, Pb, As, Ni and CO concentrations at Project Site, Lohagaon, Yojna Nagar, Wageshwar Nagar, Ramwadi, Nagpur Chawl, Bhairav Nagar and Ambedkar Vasti during the pre-monsoon season are presented in Table 3.16 to Table 3.23. Summary of Ambient Air Quality monitoring is given in Table 3.24.

On the basis of tabulated data following observations can be made:

Particulate Matter (PM10)

The 24-hourly PM10 concentrations at all AAQM locations during pre-monsoon 3 3 season vary in the range of 58.2 g/m to 95.1 g/m . The maximum PM10 3 concentration was found 95.1 g/m while minimum PM10 concentration was 3 3 58.2 g/m . The mean PM10 concentration was 76.1 g/m and 98%tile value 3 of PM10 concentration was 92.0 g/m .

Fine Particulate Matter (PM2.5)

The 24-hourly PM2.5 concentrations all AAQM locations vary in the range of 28.7 3 3 to 47.1 g/m . The maximum PM2.5 concentration was found 47.1 g/m while 3 minimum PM2.5 concentration was 28.7 g/m . The mean PM2.5 concentration 3 was 36.7 g/m and 98% tile value of PM2.5 concentration was found 45.7 g/m3.

Sulphur Dioxide (SO2)

The 24-hourly SO2 concentrations at all AAQM locations during pre-monsoon 3 season vary in the range of 6.3 to 14.8 g/m . The maximum SO2 concentration 3 3 was found 14.8 g/m while minimum SO2 concentration was 6.3 g/m . The 3 mean SO2 concentration was 10.3 g/m and 98%tile value of SO2 concentration was 13.8 g/m3.

ABC Techno Labs India Private Limited 3-35 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

Nitrogen Dioxide (NO2)

The 24-hourly NO2 concentrations at all AAQM locations during pre-monsoon 3 season vary in the range of 13.8 to 38.7 g/m . The maximum NO2 3 concentration was found as 38.7 g/m and minimum NO2 concentration was 3 3 13.8 g/m . The mean NO2 concentration was 25.9 g/m and 98%tile value 3 of NO2 concentration was 36.4 g/m .

Carbon Monoxide (CO)

The 8-hourly CO concentrations at all AAQM locations during pre-monsoon season vary in the range of 0.24 to 0.97 mg/m3. The maximum CO concentration was found as 0.97 mg/m3 and minimum CO concentration was 0.24 mg /m3. The mean CO concentration was 0.45 mg/m3 and 98%tile value of CO concentration was 0.85 mg/m3.

Ammonia (NH3)

3 The NH3 concentrations at all AAQM locations were found less than 5.0 g/m during pre-monsoon season.

Ozone (O3)

The 24-hourly O3 concentrations at all AAQM locations during pre-monsoon 3 season vary in the range of 6.9 to 15.7 g/m . The maximum O3 concentration 3 3 was found as 15.7 g/m and minimum O3 concentration was 6.9 g/m . The 3 mean O3 concentration was 10.8 g/m and 98%tile value of O3 concentration was 14.9 g/m3.

Benzene (C6H6)

3 The C6H6 concentrations at all AAQM locations were found less than 0.1 g/ m during pre-monsoon season.

ABC Techno Labs India Private Limited 3-36 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

Lead (Pb)

The Lead concentrations at all AAQM locations were found less than 0.1 g/m3 during pre-monsoon season.

Benzo (a) Pyrene (BaP)

The Benzo (a) Pyrene (BaP) concentrations at all AAQM locations were found less than 0.01 ng/m3 during pre -monsoon season.

Arsenic (As)

The Arsenic concentrations all AAQM locations were found less than 1.0 ng/m3 during pre-monsoon season.

Nickel (Ni)

The Nickel concentrations at all AAQM locations were found less than 1.0 ng/ m3 during pre-monsoon season.

Ambient Air Quality Status

National ambient air quality standards for industrial, residential, rural & other areas are met for all monitored parameters at all AAQM locations during pre- monsoon season.

ABC Techno Labs India Private Limited 3-37

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-38 3-38 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 9.6 9.4 9.6 9.3 9.8 8.7 9.3 8.5 9.6 9.6 8.5 10.6 10.1 11.1 11.2 10.5 11.9 10.4 10.1 10.9 11.6 10.1 12.3 12.1 11.0 12.7 10.5 12.7 10.4 12.5 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.35 0.33 0.35 0.42 0.38 0.44 0.35 0.31 0.46 0.35 0.38 0.46 0.40 0.49 0.44 0.40 0.33 0.42 0.38 0.42 0.46 0.40 0.42 0.46 0.46 0.40 at Project Site (AAQ1) mg/m

3 II CO 0.31 0.42 0.40 0.38 0.49 0.40 0.40 0.33 0.42 0.38 0.49 0.42 0.31 0.46 0.42 0.46 0.38 0.49 0.31 0.44 0.49 0.35 0.42 0.49 0.42 0.35 0.49 0.29 0.41 0.49 mg/m

3 I 0.40 0.35 0.49 0.37 0.40 0.42 0.46 0.46 0.49 0.35 0.42 0.37 0.38 0.35 0.40 0.29 0.42 0.49 0.40 0.35 0.42 0.49 0.38 0.40 0.38 0.41 mg/m

3

2

NO 22.4 25.6 19.3 21.2 19.8 26.9 22.1 26.0 25.7 20.7 21.1 19.8 26.2 24.6 22.1 19.8 22.3 18.3 18.6 19.1 19.3 21.7 18.9 19.3 22.6 23.3 26.9 18.3 21.8 26.6 μg/m

3

2 inal Building, Reconstruction of Old Te

8.9 9.1 8.3 9.1 8.9 8.4 8.6 9.1 8.3 9.1 7.9 8.3 8.5 8.8 9.7 9.5 7.9 9.7 SO 12.0 11.1 12.8 11.7 10.9 11.7 10.6 10.9 10.5 10.3

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 12.8 12.4 μg/m Table 3.16: Ambient Air Quality

3 2.5

34.2 32.2 35.9 33.2 35.0 30.6 37.7 33.3 31.5 37.6 36.1 34.0 31.4 40.9 34.8 32.5 28.7 33.1 35.9 30.1 33.9 31.3 38.4 32.9 35.2 34.9 40.9 28.7 34.1 39.7 PM μg/m

3

10

68.9 73.6 66.4 65.1 72.4 65.6 71.9 63.3 75.1 69.6 73.4 76.4 70.3 80.7 79.2 76.8 59.7 75.8 74.4 60.6 76.2 63.3 76.8 77.1 58.2 79.3 80.7 58.2 71.2 80.0 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-39 3-39 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 9.6 9.8 9.6 9.7 9.3 8.9 9.4 9.1 9.8 9.0 8.9 9.4 9.7 8.9 13.4 10.1 13.1 10.2 13.2 11.4 10.4 14.1 13.2 12.4 10.5 12.4 10.6 14.1 10.7 13.8 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.27 0.30 0.35 0.27 0.29 0.30 0.35 0.41 0.27 0.30 0.27 0.41 0.43 0.30 0.41 0.33 0.46 0.43 0.30 0.35 0.30 0.27 0.35 0.27 0.30 0.38 at Lohagaon (AAQ2) mg/m

3 II CO 0.33 0.36 0.39 0.47 0.42 0.36 0.47 0.42 0.39 0.45 0.39 0.28 0.33 0.36 0.42 0.40 0.39 0.45 0.31 0.42 0.39 0.42 0.36 0.42 0.33 0.43 0.58 0.27 0.39 0.56 mg/m

3 I 0.38 0.53 0.32 0.29 0.51 0.38 0.41 0.55 0.29 0.41 0.58 0.41 0.49 0.56 0.38 0.47 0.47 0.51 0.49 0.47 0.44 0.52 0.57 0.50 0.41 0.38 mg/m

3

2

NO 21.0 21.7 20.8 22.2 22.4 24.1 27.2 23.8 24.2 23.8 23.5 23.0 23.1 23.8 25.9 22.1 22.7 24.8 24.1 25.2 25.9 25.6 25.2 24.8 28.3 21.7 28.3 20.8 23.9 27.8 μg/m

3

2 inal Building, Reconstruction of Old Te

9.2 9.3 9.4 9.9 9.6 9.9 9.6 9.8 9.4 9.2 SO 12.4 11.5 12.7 10.5 11.3 10.7 10.1 10.4 10.1 13.2 10.7 10.1 13.2 11.4 10.5 13.7 12.7

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 13.7 10.8 13.5 μg/m Table 3.17: Ambient Air Quality

3 2.5

35.1 32.3 34.1 37.9 35.2 36.1 38.0 36.4 34.1 33.0 37.1 32.9 35.0 38.4 32.6 35.1 38.2 35.9 29.7 33.2 32.6 35.7 32.1 30.8 37.4 35.9 38.4 29.7 34.8 38.3 PM μg/m

3

10

73.7 75.3 76.7 84.6 75.5 74.9 76.0 79.3 81.8 79.2 84.3 76.5 76.6 80.3 74.0 76.9 72.5 74.7 67.1 78.6 76.5 73.2 69.9 68.7 73.7 71.1 84.6 67.1 75.8 84.5 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-40 3-40 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 9.1 8.8 8.9 9.3 9.1 7.5 7.6 7.3 6.9 9.8 7.1 7.7 9.9 7.4 9.8 7.6 9.4 7.8 8.3 6.9 9.0 10.4 12.4 10.6 10.3 11.1 10.1 10.4 12.4 11.8 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.24 0.33 0.32 0.28 0.29 0.32 0.26 0.31 0.32 0.34 0.29 0.31 0.32 0.30 0.25 0.28 0.29 0.27 0.25 0.26 0.26 0.28 0.32 0.24 0.26 0.29 mg/m

3 II CO 0.28 0.26 0.34 0.31 0.32 0.30 0.31 0.29 0.25 0.26 0.24 0.28 0.38 0.38 0.26 0.31 0.29 0.29 0.25 0.24 0.31 0.29 0.25 0.26 0.31 0.27 0.43 0.24 0.29 0.39 mg/m

3 I 0.25 0.29 0.31 0.25 0.29 0.36 0.28 0.30 0.28 0.32 0.41 0.26 0.43 0.34 0.26 0.29 0.28 0.30 0.24 0.25 0.29 0.30 0.28 0.26 0.34 0.25 mg/m

3

2

NO 24.1 22.5 17.6 22.9 23.5 22.2 17.9 25.1 17.3 24.1 23.3 19.4 22.7 16.8 25.1 22.1 17.9 22.4 21.9 17.1 27.6 19.8 25.2 21.4 17.4 17.9 27.6 16.8 21.4 26.4 μg/m

3

2 inal Building, Reconstruction of Old Te

9.3 9.7 9.9 9.5 7.7 9.1 7.7 8.6 9.5 9.4 9.5 8.2 8.6 7.5 9.2 7.1 7.1 9.4 SO 10.6 10.6 10.0 10.9 10.6 10.3 10.9 10.4 10.7 10.1

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 10.9 10.9 μg/m

Table 3.18 : Ambient Quality at Air Yajna Nagar (AAQ3)

3 2.5

34.1 38.6 38.9 37.3 35.1 31.8 34.4 37.1 34.9 35.1 37.9 32.9 32.3 34.6 33.9 32.4 35.8 34.2 36.0 32.1 35.5 34.2 35.1 33.9 35.4 32.6 38.9 31.8 34.9 38.8 PM μg/m

3

10

61.8 68.9 68.4 72.7 64.5 66.6 70.5 74.7 64.4 61.8 68.3 59.4 66.8 65.7 62.4 77.3 69.2 63.5 67.9 66.9 63.6 68.0 60.3 62.2 66.4 59.7 77.3 59.4 66.2 76.0 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-41 3-41 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 10.3 12.1 10.4 12.9 10.2 12.1 14.9 10.5 12.2 14.4 12.6 12.0 10.5 10.2 10.5 14.8 14.1 13.2 10.8 10.2 10.5 13.8 11.2 10.5 10.9 13.6 14.9 10.2 11.9 14.9 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.54 0.62 0.45 0.42 0.51 0.61 0.59 0.45 0.54 0.45 0.52 0.54 0.51 0.65 0.56 0.51 0.42 0.48 0.54 0.56 0.65 0.56 0.59 0.67 0.65 0.51 mg/m

3 II CO 0.59 0.54 0.69 0.65 0.67 0.54 0.72 0.58 0.65 0.48 0.54 0.67 0.65 0.59 0.74 0.62 0.48 0.56 0.48 0.65 0.69 0.62 0.67 0.54 0.59 0.67 0.97 0.42 0.60 0.95 mg/m

3 I 0.74 0.67 0.62 0.54 0.55 0.59 0.65 0.54 0.70 0.62 0.97 0.51 0.94 0.54 0.62 0.56 0.96 0.54 0.59 0.67 0.48 0.54 0.79 0.67 0.65 0.62 mg/m

3

2

NO 35.9 30.1 28.3 30.2 34.9 32.7 31.5 34.2 30.9 34.3 31.2 27.9 30.6 26.3 30.5 29.6 36.4 29.4 31.2 34.7 31.7 30.4 30.5 30.3 32.6 25.9 36.4 25.9 31.2 36.2 μg/m

3

2 inal Building, Reconstruction of Old Te

9.7 9.7 9.1 9.7 9.1 SO 12.0 11.1 14.8 10.7 10.4 11.8 11.1 10.7 12.8 14.3 12.0 12.5 14.6 13.0 10.7 12.7 13.2 12.7 13.4 12.1 14.6 12.0

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 14.8 12.0 14.7 μg/m Table 3.19 : Ambient Quality at Air Wagholi (AAQ4)

3 2.5

39.7 35.9 40.1 36.7 39.8 46.6 40.9 39.5 40.7 38.9 47.1 38.8 45.2 36.1 39.0 40.8 40.2 38.8 44.6 36.6 43.5 36.2 38.4 44.3 39.0 45.6 47.1 35.9 40.5 46.9 PM μg/m

3

10

87.3 75.1 78.3 74.9 73.1 84.7 85.7 89.0 73.6 84.4 92.2 75.8 87.3 75.7 79.0 87.2 77.4 78.8 85.7 77.1 85.8 86.5 79.3 80.4 79.9 88.3 92.2 73.1 81.6 90.6 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-42 3-42 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 8.9 9.5 8.9 8.4 8.9 9.9 8.4 10.1 10.6 14.0 13.7 10.3 13.5 12.2 13.2 13.6 10.8 10.1 12.2 10.7 13.7 10.1 10.4 11.3 10.5 10.1 13.3 14.0 11.1 13.9 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.41 0.35 0.32 0.39 0.60 0.46 0.46 0.39 0.32 0.35 0.39 0.35 0.63 0.35 0.32 0.28 0.39 0.41 0.39 0.31 0.47 0.41 0.39 0.35 0.32 0.30 mg/m

3 II CO 0.47 0.58 0.47 0.48 0.43 0.69 0.73 0.47 0.47 0.53 0.48 0.47 0.53 0.67 0.53 0.54 0.62 0.53 0.67 0.54 0.58 0.59 0.64 0.58 0.54 0.61 0.73 0.28 0.46 0.68 mg/m

3 I 0.51 0.39 0.36 0.40 0.43 0.51 0.53 0.34 0.36 0.58 0.39 0.36 0.39 0.54 0.42 0.36 0.51 0.36 0.49 0.43 0.38 0.35 0.41 0.45 0.54 0.39 mg/m

3

2

NO 34.1 32.6 30.1 28.9 27.8 28.3 27.9 24.7 25.5 34.4 31.1 23.5 23.0 28.8 33.9 30.8 25.8 26.7 28.3 25.9 32.4 24.2 25.0 34.2 33.3 34.0 34.4 23.0 29.0 34.3 μg/m

3

2 inal Building, Reconstruction of Old Te

9.9 9.9 9.9 SO 10.9 10.0 11.1 10.6 11.7 12.0 10.8 10.1 10.6 10.4 11.5 10.7 11.9 12.3 10.3 12.1 12.7 11.1 11.4 13.1 10.3 11.7 12.9 10.1

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 13.1 11.2 13.0 μg/m Table 3.20 : Ambient Quality at Air Ramwadi (AAQ5)

3 2.5

38.9 35.6 33.9 35.3 34.2 33.9 37.1 35.3 33.7 37.9 34.0 35.2 34.6 38.1 36.7 35.8 33.7 36.3 37.6 36.7 34.9 41.0 34.9 39.3 40.3 40.1 41.0 33.7 36.3 40.7 PM μg/m

3

10

80.3 79.7 77.2 85.1 80.9 77.5 82.6 72.2 78.1 88.2 85.1 79.0 72.7 83.2 77.0 73.1 75.8 75.6 72.9 76.2 73.9 76.2 72.8 84.4 86.5 84.9 88.2 72.2 78.9 87.4 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-43 3-43 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 9.6 8.9 9.9 8.9 8.6 8.6 10.1 10.4 10.2 10.5 12.4 13.8 10.6 10.1 10.7 10.4 10.8 13.3 10.6 13.6 11.3 10.9 10.8 13.1 10.7 11.4 11.9 13.8 10.9 13.7 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.37 0.28 0.33 0.32 0.34 0.38 0.38 0.37 0.38 0.38 0.35 0.37 0.38 0.35 0.39 0.32 0.31 0.37 0.38 0.32 0.31 0.37 0.38 0.31 0.37 0.32 mg/m

3 II CO 0.39 0.39 0.48 0.39 0.45 0.48 0.43 0.47 0.41 0.43 0.37 0.42 0.57 0.53 0.46 0.45 0.43 0.47 0.43 0.39 0.43 0.47 0.43 0.43 0.53 0.41 0.58 0.28 0.42 0.57 mg/m Quality at Nagpur Chawl (AAQ6)

3 I 0.41 0.39 0.49 0.46 0.48 0.44 0.46 0.43 0.56 0.39 0.36 0.53 0.58 0.58 0.39 0.54 0.46 0.43 0.39 0.36 0.46 0.49 0.43 0.39 0.46 0.38 mg/m

3

2

NO 21.9 29.4 27.0 21.6 27.0 33.3 30.7 22.3 31.4 32.3 33.6 30.7 24.0 22.8 29.2 25.5 36.1 33.7 22.1 35.2 23.8 35.3 28.5 28.8 23.8 31.2 36.1 21.6 28.5 35.7 μg/m

3

2 inal Building, Reconstruction of Old Te

9.5 7.3 7.8 9.6 9.1 8.5 7.5 9.9 7.5 8.2 7.4 9.3 8.5 9.6 8.7 9.0 7.3 9.4 SO 10.8 10.8 10.0 10.6 11.4 10.1 10.4 12.1 10.3 10.6

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 12.1 11.8 μg/m

3 Table 3.21 : Ambient Air 2.5

34.7 36.1 35.2 36.0 34.8 36.2 35.8 40.7 36.0 34.2 35.2 39.1 34.7 37.6 34.2 39.7 35.5 33.7 39.1 35.8 35.2 34.8 37.1 35.2 34.8 32.7 40.7 32.7 35.9 40.2 PM μg/m

3

10

78.6 79.8 76.6 73.7 77.9 83.0 79.9 85.2 79.6 74.3 77.7 76.7 77.2 79.2 76.4 74.6 78.1 78.9 74.2 80.8 76.6 78.4 83.7 79.9 80.6 65.8 85.2 65.8 78.0 84.5 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-44 3-44 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 8.3 9.4 8.2 8.6 7.6 7.3 9.8 7.3 9.6 8.5 9.8 9.3 7.5 8.4 9.6 8.4 8.1 9.7 8.5 9.8 7.3 9.1 10.2 10.2 10.3 10.6 10.9 10.2 10.9 10.8 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.25 0.29 0.25 0.43 0.27 0.31 0.36 0.31 0.27 0.25 0.29 0.40 0.31 0.27 0.34 0.34 0.29 0.36 0.25 0.31 0.25 0.29 0.25 0.31 0.40 0.27 mg/m at Bhairav Nagar (AAQ7)

3 II CO 0.36 0.43 0.33 0.36 0.31 0.33 0.31 0.43 0.36 0.31 0.26 0.38 0.33 0.26 0.31 0.41 0.38 0.26 0.33 0.41 0.38 0.43 0.41 0.31 0.26 0.33 0.52 0.25 0.34 0.45 mg/m

3 I 0.30 0.37 0.44 0.32 0.35 0.37 0.41 0.35 0.37 0.30 0.25 0.44 0.37 0.32 0.52 0.35 0.41 0.30 0.46 0.35 0.39 0.35 0.44 0.39 0.30 0.44 mg/m

3

2

NO 17.4 15.8 22.8 20.6 21.1 17.0 22.4 17.6 18.2 20.4 19.4 19.6 21.5 17.0 19.6 21.1 23.5 16.8 13.8 21.8 17.6 19.0 22.9 17.6 19.0 18.3 28.3 20.8 23.9 27.8 μg/m

3

2 inal Building, Reconstruction of Old Te

7.7 6.3 8.1 6.4 6.6 9.8 6.9 7.8 7.2 8.3 7.9 7.0 8.8 9.6 8.5 6.9 7.2 7.4 9.9 7.2 6.6 9.2 9.6 6.4 7.3 7.7 9.9 6.3 7.8 9.9 Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) SO μg/m

3 Table 3.22 : Ambient Quality Air 2.5

31.8 33.4 31.8 37.9 37.2 35.8 40.1 32.9 37.6 34.7 33.4 35.2 31.5 38.3 32.8 34.6 32.1 33.7 32.8 35.1 39.2 32.7 31.3 37.1 34.2 33.1 40.1 31.3 34.6 39.7 PM μg/m

3

10

63.7 74.2 63.9 80.4 68.3 64.5 79.2 60.8 73.7 71.5 64.1 65.8 67.9 62.1 74.8 68.6 63.4 67.9 78.4 69.2 83.1 69.9 67.3 68.2 63.7 66.4 83.1 60.8 69.3 81.8 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3

Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-45 3-45 3

As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3

BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

3 anded Terminal Building, 6 H

6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C <0.1 <0.1 <0.1 <0.1 μg/m

3

Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1

Description of the Environment <0.1 <0.1 <0.1 <0.1 μg/m

3

3

O 13.6 12.9 14.9 11.4 13.5 12.4 15.4 14.1 12.9 13.7 11.8 10.6 15.1 11.4 11.6 13.1 13.3 13.1 11.8 12.5 12.0 15.7 11.6 14.1 12.3 13.9 15.7 10.6 13.0 15.6 μg/m

3

3

NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 III rminal Building, Modification of existing exp 0.63 0.67 0.64 0.72 0.64 0.75 0.59 0.78 0.69 0.76 0.83 0.75 0.72 0.67 0.72 0.69 0.67 0.72 0.62 0.72 0.64 0.75 0.86 0.72 0.86 0.69 mg/m at Ganesh Nagar at Ganesh (AAQ8)

3

II 0.6 0.7 CO 0.75 0.67 0.72 0.67 0.61 0.78 0.72 0.67 0.72 0.59 0.96 0.63 0.86 0.62 0.67 0.75 0.62 0.72 0.71 0.75 0.69 0.82 0.78 0.80 0.96 0.59 0.73 0.93 mg/m

3 I 0.72 0.67 0.75 0.88 0.78 0.64 0.75 0.67 0.72 0.64 0.75 0.83 0.96 0.88 0.83 0.67 0.72 0.83 0.70 0.62 0.91 0.81 0.91 0.72 0.91 0.75 mg/m

3

2

NO 29.6 32.4 34.6 37.1 29.3 26.4 35.1 27.2 34.7 36.0 27.4 30.9 38.6 29.3 29.9 31.4 28.2 29.6 31.3 37.8 35.2 32.4 38.7 35.8 33.2 31.7 38.7 26.4 32.5 38.7 μg/m

3

2 inal Building, Reconstruction of Old Te

SO 12.9 13.1 10.8 12.5 13.2 12.7 11.9 12.1 10.4 13.3 11.3 10.7 11.7 11.4 10.9 13.7 11.6 12.0 10.5 13.8 12.7 11.8 11.4 13.6 11.9 12.7

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 13.8 10.4 12.1 13.8 μg/m

3 Table 3.23 : Ambient Quality Air 2.5

42.6 40.8 42.1 40.5 45.1 41.1 39.2 46.3 37.2 43.3 40.2 39.8 46.1 39.5 43.3 41.9 43.4 38.9 42.2 43.0 41.8 42.7 44.8 43.5 45.7 41.9 46.3 37.2 42.2 46.2 PM μg/m

3

10

88.6 85.6 84.9 88.4 95.1 91.2 84.0 92.1 86.0 87.3 84.9 82.8 94.3 88.1 84.7 83.6 88.6 82.8 94.7 89.7 85.4 86.0 89.8 79.1 91.0 86.8 95.1 79.1 87.5 94.9 PM μg/m

Min Max Date Date Mean 15.03.18 18.03.18 22.03.18 25.03.18 29.03.18 01.04.18 03.04.18 05.04.18 08.04.18 12.04.18 15.04.18 19.04.18 22.04.18 26.04.18 29.05.18 03.05.18 06.05.18 10.05.18 13.05.18 17.05.18 20.05.18 24.05.18 27.05.18 31.05.18 03.06.18 07.06.18 98%tile 98%tile

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Sr. No.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3 Ni <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3-46 3-46

3 As <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 ng/m

3 BaP <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ng/m

anded Terminal Building, 3

6 H 6 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 C

μg/m

3

3

Description of the Environment NH <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 μg/m

3 Pb Pb <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 μg/m

3

3 O 8.5 8.9 6.9 9.0 8.4 8.6 7.3 9.1 12.7 10.4 12.5 14.1 10.7 13.8 12.4 11.8 14.9 10.2 11.9 14.9 14.0 11.1 13.9 13.8 10.9 13.7 10.9 10.8 15.7 10.6 13.0 15.6 μg/m

3

rminal Building, Modification of existing exp CO 0.49 0.29 0.41 0.49 0.58 0.27 0.39 0.56 0.43 0.24 0.29 0.39 0.97 0.42 0.60 0.95 0.73 0.28 0.46 0.68 0.58 0.28 0.42 0.57 0.52 0.25 0.34 0.45 0.96 0.59 0.73 0.93 mg/m Air Quality Study Area Air of The

3

2 NO 26.9 18.3 21.8 26.6 28.3 20.8 23.9 27.8 27.6 16.8 21.4 26.4 36.4 25.9 31.2 36.2 34.4 23.0 29.0 34.3 36.1 21.6 28.5 35.7 28.3 20.8 23.9 27.8 38.7 26.4 32.5 38.7 μg/m

3

2 7.9 9.7 9.2 7.1 9.4 9.1 9.9 7.3 9.4 9.9 6.3 7.8 9.9 SO 12.8 12.4 13.7 10.8 13.5 10.9 10.9 14.8 12.0 14.7 13.1 11.2 13.0 12.1 11.8 13.8 10.4 12.1 13.8 μg/m

3 2.5 40.9 28.7 34.1 39.7 38.4 29.7 34.8 38.3 38.9 31.8 34.9 38.8 47.1 35.9 40.5 46.9 41.0 33.7 36.3 40.7 40.7 32.7 35.9 40.2 40.1 31.3 34.6 39.7 46.3 37.2 42.2 46.2 PM μg/m

3 inal Building, Reconstruction of Old Te 10

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) 80.7 58.2 71.2 80.0 84.6 67.1 75.8 84.5 77.3 59.4 66.2 76.0 92.2 73.1 81.6 90.6 88.2 72.2 78.9 87.4 85.2 65.8 78.0 84.5 83.1 60.8 69.3 81.8 95.1 79.1 87.5 94.9 PM μg/m Table 3.24 : Summary of Ambient

Maximum Minimum Average 98 %tile Maximum Minimum Average 98 %tile Maximum Minimum Average 98 %tile Maximum Minimum Average 98 %tile Maximum Minimum Average 98 %tile Maximum Minimum Average 98 %tile Maximum Minimum Average 98 %tile Maximum Minimum Average 98 %tile

Sampling Locations Project Site Lohagaon Yojna Nagar Wagholi Ramwadi Nagpur Chawl Bhairav Nagar Ganesh Nagar Sl. No. 1. 2. 3. 4. 5. 6. 7. 8.

EIA for Construction of New Integrated Term Associated City Side facilities, Multi -Level ABC Techno Labs India Private Limited

3 Ni <1.0 <1.0 <1.0 <1.0 ng/m

3-47 3-47

3 As <1.0 <1.0 <1.0 <1.0 ng/m

3 BaP <0.01 <0.01 <0.01 <0.01 ng/m

anded Terminal Building, 3

6 H 6 C <0.1 <0.1 <0.1 <0.1 μg/m

3

3

Description of the Environment NH <5.0 <5.0 <5.0 <5.0 μg/m

3 Pb Pb <0.1 <0.1 <0.1 <0.1 μg/m

3

3 O 6.9 6.9 15.7 15.7 10.8 14.9 μg/m

3

rminal Building, Modification of existing exp CO 0.97 0.97 0.24 0.45 0.85 mg/m

3

2 NO 38.7 38.7 13.8 25.9 36.4 μg/m

3

2 6.3 6.3 SO 14.8 14.8 10.3 13.8 μg/m

3 2.5 47.1 47.1 28.7 36.7 45.7 PM μg/m

3 inal Building, Reconstruction of Old Te 10

Car Park and Cargo Terminal at Civil Enclave, Airport Pune (Maharashtra) PM 95.1 95.1 58.2 76.1 92.0 μg/m

Maximum Minimum Average 98 %tile Study Area Sampling Locations

Sl. No.

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3.8 Ambient Noise Levels

3.8.1 Introduction

Noise can be defined as an unwanted sound. It interferes with speech and hearing and is intense enough to damage hearing or is otherwise annoying. The definition of noise as unwanted sound implies that it has an adverse effect on human beings and their environment. Noise can also disturb wildlife and ecological system.

3.8.2 Methodology

To understand the noise environment in the study area, a noise survey was conducted using Sound Level Meter 2031 manufactured by Cygnet Systems. Noise measurements were carried out at the same location where ambient air quality was monitored. The 24-hourly sound levels were measured at each location once during the study period.

3.8.3 Equivalent Sound Energy Level or Leq

In most of the acoustic environments, the sound pressure level fluctuates with time due to changes in noise generation sources. The fluctuating noise levels are reported as equivalent sound energy level or Leq. It is defined as the steady sound pressure levels which would have given the same total energy as the actual time varying sound pressure level over the given time period.

By recorded noise levels, Leq was computed using the following statistical relationship:

2 Leq = L50 + [(L10 – L90) /60]

Where L90 = the noise levels exceed 90 percent of the time

L50 = the noise levels exceed 50 percent of the time

L10 = the noise levels exceed 10 percent of the time

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It may be noted here that L10, L50 and L90 values can be considered as peak, average and background sound pressure levels at each of the locations, respectively.

The details noise levels monitoring location in the study area are given in Table 3.25 and Figure 3.12.

Table 3.25: Noise Levels Monitoring Stations in the Study Area Code Location Latitude & Direction Distance Location Longitude w.r.t. w.r.t Details Airport Airport (km) ANMS 1 Project Site 18°34'44.65"N Commercial -- -- 73°54'35.74"E ANMS 2 Lohagaon 18°35'45.67"N Residential NE 2.5 73°55'31.72"E ANMS 3 Yojna Nagar 18°35'25.78"N Residential (Wagholi 73°56'56.64”E WNE 4.3 Road) ANMS 4 Wageshwar 18°34'52.14"N Residential Nagar 73°58'52.22"E E 6.8 (Wagholi) ANMS 5 Ramwadi 18°33'31.61"N Residential S 2.5 73°54'35.73"E ANMS 6 Nagpur 18°33'48.53"N Residential SW 2.7 Chawl 73°53'36.26"E ANMS 7 Bhairav 18°35'02.89"N Residential W 2.6 Nagar 73°53'04.72”E ANMS 8 Ambedkar 18°36'45.75”N Residential NW 5.3 Vasti 73°52'40.39"E

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Figure 3.12: Ambient Noise Monitoring Locations

3.8.4 Day and Night Time Leq Noise levels

Day and night time Leq for ambient noise levels for the study area are given in Table 3.26. Tabulated results indicate that measured Leq noise levels are most of the time, within the limit stipulated for commercial and residential area at all the locations.

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Table 3.26: Day and Night time Leq for Ambient Noise Levels S. Location Monitoring Results Prescribed No. dB(A) Standards dB(A) Day Time Night Time Day Time Night Time 1. Project Site 63.7 53.6 65 55 2. Lohagaon 52.4 43.2 55 45 3. Yojna Nagar 52.5 41.3 55 45 4. Wageshwar Nagar 51.4 43.4 55 45 5. Ramwadi 52.7 41.8 55 45 6. Nagpur Chawl 53.1 42.7 55 45 7. Bhairav Nagar 54.2 43.3 55 45 8. Ambedkar Vasti 50.8 41.1 55 45

3.9 Natural Hazards and Disaster Risk

According to the India seismic zone the study area and the airport lies in seismic zone III. The seismic zone III is a least active zone. This zone is classified as Moderate Damage Risk Zone which is liable to MSK VII. and also 7.8 The IS code assigns zone factor of 0.16 for Zone 3.

Seismo-Tectonic/Earthquake

The project site is located to seismically Moderate region. The project site is situated in the zone III of the seismic map of India and therefore has a moderate risk of potential damage due to earthquake.

3.10 Land Use & Land Cover Classification

Land Use and land cover for the 10 km study area have been prepared using False Colour Composite (FCC) scene of IRS P-4 LISS-III. The percentage area of different categories of land use/ land covers within the 10 km radius study area is as given in Table 3.27:

Table 3.27 : Landuse and Land Cover for 10 km Study Area Sn. Category of Landuse %age 1 Built-up Area 39.76 2 Waste /Fellow Land 20.18 3 River & Water Bodies 4.42

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Sn. Category of Landuse %age 4 Agricultural Land 18.39 5 Vegetation/Plantation 17.25 Total 100.00

FCC and Landuse and land cover of the study area through satellite imagery is shown in Figures 3.13 and 3.14, respectively.

Figure 3.13: FCC of Satellite Imagery for Study Area

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Figure 3.14: Land Use and Land Cover of Study Area

3.11 Biological Environment

The term biological environment covers the prevalence of all living forms plants and animals both terrestrial and aquatic. Living forms cover a very wide spectrum of species and even a small area may have thousands of species if all bacteria, protozoa, worms, insects, plants, animals and birds are to be included. In the present study, higher taxa (trees, small trees, shrubs, under shrubs, climbers and grasses) and fauna (mammals, birds and reptiles) are covered for impact assessment

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purpose. It is needless to emphasize that living system is extremely complicated. They are directly affected by changes in the physical environment but may often either adapt or avoid the adverse environment.

3.11.1Terrestrial Ecology

The contents of this subsection are based on primarily on reconnaissance survey and field studies carried out by the ABC Techno Labs field team.

3.11.2 Vegetation Type and Forest In the Study Area

The vegetation in the study area is Tropical stunted semi-evergreen and dry deciduous vegetation. Reserved forest patches are located in north direction at distance of more than 5 km.

3.11.3Vegetation in the Area

The field studies indicate that fauna in the 10 km radius study area are common species. Trees, herbs shrubs observed in the study are given in Table 3.28.

Table 3.28: List of Trees, Shrubs, Climbers found in the Study Area Sn Marathi Name Botanical Name 1 Alu Vangueria spinosa 2 Ain Terminalia tomentosa 3 Abma Mangifera indica 4 Anjani Memecylon edule 5 Apta Bauhinia racemosa 6 Asana Bridelia retusa 7 Champhar Flacourtia Montana 8 Dalchini Cinnamomum zeylanicum 9 Chinch Tamarindus indica 10 Datir Ficus gibbosa 11 Dhawada Anogeissus latifolia 12 Hela Terminalia belerica 13 Jambha Xylia xylocarpa

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Sn Marathi Name Botanical Name 14 Kadamb Anthocephalus cadamba 15 Karambel Dillenia pentogyna 16 Pandra Kuda Holarrhena antidysenterica 17 Dahivan Cordia macleodii 18 Daka Pygium gardneri 19 Kari Diospyros Montana 20 Gulmohar Delonix regia 21 Hirda Terminalia chebula 22 Jambhul Syzygium cumini 23 Khair Acacia catechu 24 Kumbha Careya arborea 25 Kaju Anacardium occidentale 26 Moha Madhuca indica 27 Tiwar Barringtonia acutangula 28 Pimpal Ficus religiosa 29 Shevga Moringa oleifera 30 Shissam Dalbergia latifolia 31 Tembhurni Diospyros peregrine 32 Wad Ficus bengalensis 33 Satwin Alstonia scholaris 34 Ritha Sapindus emarginatus 35 Neem / Kadu nimb Aazadirachta indica 36 Jambha Xylia xylocarpa 37 Kari Diospyros Montana 38 Dahivan Cordia macleodii 39 Shiras, Kala Albizia odoratissima 40 Tamal patra Cinnamomum tamala 41 Bhoma Glochidion lanceolarium 42 Bor Zizyphus jujube 43 Bulgi Vitex altissima 44 Champhar Flacourtia Montana 45 Jambhul Syzygium cumini 46 Nandruk Ficus retusa 47 Pair Ficus arnottiana 48 Phanas Artocarpus integrifolia 50 Panchota /Palla Palaquium ellipticum 51 Shendri, Kumkum Mallotus philippinensis 52 Suru Casuarina equisetifolia 53 Tupa Canthium dicoccum B Shrubs 54 Adulsa Adhatoda vasica

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Sn Marathi Name Botanical Name 55 Akra Strobilanthes heyneanus 56 Bhamani Colebrookea oppositifolia 57 Bugdi Ardisia humilis 58 Bukra Strobilanthes sessilis 59 Hesur Callicarpa lanata 60 Ghat bor Zizyphus xylopyra 61 Karand, Karwand Carissa carandus 62 Katar, Karavti Streblus asper 63 Lotal Osyris arborea C Climber 64 Alei Dalbergia volubilis 65 Cane Calamus pseudotenuis 66 Chambuli Bauhinia vahlii 67 Gunj Abrus precatorius 68 Kavali Cryptolepis buchananii 69 Shendri Combretum ovalifolium 70 Phulsun Spatholobus purpureus 71 Tugelami Ipomoea campanulata 72 Shendri Combretum ovalifolium D Grasses 73 Boru Sorghum halepense 74 Chikra Eragrostis tremula 75 Gondal Andropogon pumilis 76 Haryali / doob Cynodon dactylon 77 Pavana Sehima sulcatum 78 Wavashi Saccharum procerum 79 Bhalekusal Andropogon tricticeus 80 Bhongrut Themeda quadrivalvis 81 Burghushi Eragrostis tenella 82 Chigan chara Panicum prostatum 83 Kunda Ischoemum pilosum 84 Nilgawat Panicum antidotale 85 Pandhari Kusal Aristida paniculata 86 Shimpi Panicum isachne 87 Wavashi Saccharum procerum 88 Pavana Sehima sulcatum 89 Marvel Dichanthium annulatum

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3.11.4 Trees On the Site

Total 31 trees are growing on the site received from IAF. During the design of new terminal building and other facilities, 12 trees have been saved, while 19 trees need will be felled after obtaining permission from Pune Municipal Corporation. Details trees to be cut from the site comprising species and girth of trees are given below:

Tree Name of Girth Tree Name of the Girth of No. Trees of No Trees Trees Trees 1. Jamun 1.6 m 11. Neem 0.80 m 2. Aam 2.5 m 12. Neem 0.60 m 3. Gulmohar 1.3 m 13. Neem 0.40 m 4. Neem 0.9 m 14. Gulmohar 0.40 m 5. Peepal 1.4 m 15. Gulmohar 0.40 m 6 Neem 0.9 m 16. Gulmohar 0.45 m 7. Aam 1.3 m 17. Gulmohar 0.50 m 8. Aam 1.05 m 18. Gulmohar 0.40 m 9. Neem 0.85 m 19. Gulmohar 0.60 m 10. Gulmohar 0.75 m

3.11.5Fauna in the Study Area

The wild animals area occasionally observered along the Mula and Indrayani Rivers and in rural part ofof the study areas. Wild animals observed in the study area Anis aureus (Jakal), Vulpes bengalensis (Indian Fox), Ratufa indica (Indian Giant Squirrel), Herpestes edwardsii (common mungoose), Felis silvestris (jangli Billi), monkeys, etc.

Reptiles

Snakes, both poisonous and non-poisonous, are quite common in the study area especially in rural areas. The Cobra (Naja naja), Russell's Viper (Daboia russelii), Krait (Bungarus caeruleus) and rat snakes (Pantherophis obsoletus), Indian python (Python molurus), etc are occasionally found in the study area.

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Fish species

In the water bodies, Catla catla, Labeo rohita and Cirrhina mrigal locally called as Catla, Rohu and Mirgal fish species found in the study area.

Rare, Endangered and Threatened

Within 10 km radius area, no species of flora and fauna have been categorized as rare, endangered and threatened (RET) species.

Wildlife Sanctuary, National Park or Other Protected Area

There is no wildlife sanctuary, national park or other protected area within 10 km distance from the Pune Civil Enclave.

3.12 Socio-Economic Environment

3.12.1Introduction

The growth of industrial development activities in an area is bound to create its impact on the socio-economic aspects of the local population. The impacts may be positive or negative depending upon the nature of the development activities. To assess the impacts of proposed New Integrated Terminal Building, Reconstruction of Old Terminal Building (7000 sqm), Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave on the socio-economic environment, it is necessary to study the baseline socio-economic status of the area.

3.12.2Pune District

As per 2011 Census, population of Pune was 9429408 of which male and female were 4924105 and 4505303 respectively. Pune District population constituted 8.39 % of total Maharashtra population.

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The rural population was 3678226 and urban population was 5751182. The rural population constitutes 39% and urban population 61% of the total population in the Pune district. The density of the population according to the 2011 census is 603 persons/sq.km, which is less than the density of Maharashtra state (365 persons/sq.km).

As per 2011 census records, sex ratio for Pune district is 915. Average literacy rate of Pune in 2011 were 86.15% compared to 80.45% of 2001. If things are looked out at gender wise, male and female literacy were 90.84% and 81.05% respectively.

Out of the total Pune population for 2011 census, 60.99 % lives in urban regions of district. In total 5751182 people lives in urban areas of which males are 3020665 and females are 2730517.

Average literacy rate in Pune district as per census 2011 is 89.45 % of which males and females are 92.46 % and 86.12 % literates respectively. In actual number 4549501 people are literate in urban region of which males and females are 2468019 and 2081482 respectively.

In the Pune District, total main workers account for 39.8% (45.6% males and 36.1% females) whereas marginal and non-workers account for 3.16% (4.12% males and 2.54% females) and 42.94% (49.71% males and 38.61% females), respectively.

Demographic details and occupational pattern of Pune district are presented in Table 3.29.

Table 3.29: Demographic and Occupational Details for Pune District Sl. Description Total Rural Urban No. 1. House Hold 2151503 779972 1371531 2. Total Population 9429408 3678226 5751182 3. Total Male Population 4924105 1903440 3020665 4. Total Female Population 4505303 1774786 2730517 5. Total Population below 6 Yr 1104959 440102 664857 6. Male Population below 6 Yr 586665 235248 351417

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Sl. Description Total Rural Urban No. 7. Female Population below 6 Yr 518294 204854 313440 8. Schedule Caste Population 1180703 361029 819674 9. Schedule Caste Male Population 602755 185088 417667 10. Schedule Caste Female Population 577948 175941 402007 11. Schedule Tribe Population 348876 255389 93487 12. Schedule Tribe Male Population 179132 129711 49421 13. Schedule Tribe Female Population 169744 125678 44066 14. Literate Population - Total 7171723 2622222 4549501 15. Literate Population – Male 3940210 1472191 2468019 16. Literate Population - Female 3231513 1150031 2081482 17. Total Worker Population 4048993 1828587 2220406 18. Total Worker Male 2809816 1109717 1700099 19. Total Worker Female 1239177 718870 520307 20. Main Worker Population 3751221 1676770 2074451 21. Main Worker Male 2658832 1046069 1612763 22. Main Worker Female 1092389 630701 461688 23. Cultivator –Total 832261 807987 24274 24. Cultivator –Male 482112 464271 17841 25. Cultivator –Female 350149 343716 6433 26. Agricultural Laborer -Total 366010 348022 17988 27. Agricultural Laborer-Male 180005 168487 11518 28. Agricultural Laborer -Female 186005 179535 6470 29. Household Worker –Total 90460 34213 56247 30. Household Worker-Male 53765 20692 33073 31. Household Worker -Female 36695 13521 23174 32. Other Worker –Total 2462490 486548 1975942 33. Other Worker-Male 1942950 392619 1550331 34. Other Worker –Female 519540 93929 425611 35. Marginal Worker –Total 297772 151817 145955 36. Marginal Worker-Male 150984 63648 87336 37. Marginal Worker –Female 146788 88169 58619 38. Non Worker –Total 5380415 1849639 3530776 39. Non Worker-Male 2114289 793723 1320566 40. Non Worker –Female 3266126 1055916 2210210 Source: Census Records 2011

3.12.3 Demographics Details of the Settlements in the Study Area

The 10 km study area comprises Pune District administrative area. Demographic details including data on settlements with number of

ABC Techno Labs India Private Limited 3-60 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of the Environment

households, population as well as literacy in the settlements located in 10 km radius of Pune Civil Enclave has been obtained from census records and presented in Table 3.30. From the tabulated data following observations can be made:

A. House Holds

In the settlements located in the study area, there are total 781301 households as per census records 2011.

B. Population

As per census records, the population of settlements in the study area is 3303148. The male population constituted nearly 51.36% persons while the female population is 48.64% of the total population.

C. Sex Ratio

As per census records, sex ratio is defined as the number of females per 1000 males. As per census records, sex ratio in settlements located in the study area are 947.

D. Schedule Caste

In the study area, scheduled castes population of 13.4%, 13.2% amongst males and 13.7% amongst females.

E. Schedule Tribe

In the study area, scheduled tribes population is 1.14%, 1.17% amongst males and 1.12% amongst females of the total population of the area.

F. Literacy

Literate population in the villages in the study area is given in Table 3.30 as per the census records. In the study area, 79.8% is literate, 82.1% amongst males and 77.3% amongst females.

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3.12.4Employment Pattern

The employment pattern in the area is an indicator of number of persons employed in various sectors. It also indicates the various categories of employment flourishing in the area. The employment pattern in the settlements located in 10 km radius of Pune Civil Enclave is given in Table 3.31.

In the study area, total main workers account for 36.3% (52.5% males and 19.1% females) whereas non-workers account for 61.4% (45.0% males and 78.7% females). Marginal workers are 2.4% (2.6% males and 2.2% females).

Out of total main workers in the study area, Other workers are 97.7% followed by Agricultural labourers account (1.35%) and cultivators (0.94%).

3.12.5Cropping Pattern

In the study area some cultivation is observed along the Indrayani River. Paddy, Wheat, Bajari, Jowar, Sugarcane, Onion, Cotton are common crops in the area. 3.12.6Livestock

Livestock is also important source of income in the area. Buffaloes, cow, goat, sheep, pig are reared by villagers for milk and meat production. Dry dung is used as fuel in households.

3.12.7Living Standards and Infrastructure

Availability of amenities like education, medical, water supply, communication, road network, electricity, etc. significantly reflects the level of development of an area. Information on available amenities in the study area was gathered during field studies and the same is discussed in the following subsections:

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Educational Facilities

The primary level education facilities are available in mostly all the villages. All villages have the primary education facilities.

Medical Facilities

Excellent medical facilities at Pune are available in the study area.

Drinking Water Supply

All villages of the study area have drinking water facility.

Post and Telegraph

Mobile network is also available in the villages.

Approach to villages

All the villages in the study area can be approached by rural road. Power Supply

Electricity exists in all the villages for agricultural/all purposes.

3.12.8Project Affected Families

For the proposed project, land has been transferred by Indian Airforce. No private land is required for the proposed project. Therefore is no project affected family in the proposed project.

ABC Techno Labs India Private Limited 3-63

3-64 3-64

F 522 202 628 800 765 385 344 267 983 1093 1192 1300 1488 1007 12204 28940 10725 23180 1178979 1218644 1241824

anded Terminal Terminal anded Literate

M 872 272 782 998 982 444 478 325 1357 1564 1588 1975 1193 1330

) 15165 32304 13594 29325 1317345 1363243 1392568

8 0 2 6 F 15 15 51 43 16 11 45 65 472 345 325 180 138 1419 16197 16515 17934

Description of the Environment Description

7 0 7 2 8 M 11 17 40 51 14 39 71 435 372 377 204 332 1451 17828 Schedule Tribe Tribe Schedule 18364 19815

0 8 6 F 68 96 62 76 42 39 247 144 376 444 124 3106 4783 2255 4838 208196 215234 220072

Enclave, Pune Airport Enclave, Pune (Maharashtra

2 9 4 M 69 74 42 41 109 107 256 161 370 490 119 3324 4524 2421 5177 Schedule Caste Caste Schedule 211200 218145 223322

F 359 962 582 580 392 1181 1821 2242 1230 1079 2035 2452 1346 1457 17572 34735 15712 35290 1520783 1571230 1606520

d Cargo Terminal at Civil at Civil Terminal d Cargo

M 379 562 613 402 1403 1913 2304 1019 1337 1165 2106 2674 1407 1612 19244 37046 17767 38140 1603675 1658488 1696628 Total Population Total Population

Building, Reconstruction of Old Terminal Building, Modification of existing exp of existing Modification Building, of Old Terminal Reconstruction Building,

P 738 794 2584 3734 4546 1981 2567 2244 4141 1144 1193 5126 2753 3069 36816 71781 33479 73430 Table 3.30: Demographic Details of the Study Area of Details Study the Area Table 3.30: Demographic 3124458 3229718 3303148

s, Multi -Level Car Park an Car Park s, Multi -Level

517 747 160 844 387 584 496 855 246 260 159 566 591 hold hold 8401 1041 7743 15102 15854 742602 House- 765447 781301 Name Of Name Settlement Settlement Census Records 2011. 2011. Census Records Rural Area Area Rural Bhawadi Charholi Kh. Chivhewadi Dapodi Dhanore Dhanore Golegaon Kalas Malwadi Malwadi Bk (N.V.) Manjari Nirgudi Pimpalgaon Vadaj Wadgaon-shinde Sub Total Pune (CB) Pune (M Corp.) Wagholi (CT) Sub Total Area Study . Sn I. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18.

EIA for Construction of New Integrated Terminal of EIA for Construction Side facilitie City Associated Building, Source: ABC Techno Labs India Private Limited

F 987 745 211 359 773 464 242 374 232 538

1130 1315 1077 1411 3-65 28669 13042 14352 24210 1198484 1240195 1264405

M Non Workers 667 487 794 156 381 551 508 891 215 266 183 566 8128 1058 8406 1143 anded Terminal Terminal anded 15369 16272 722821 746318 762590

)

F 9 2 7 3 8 45 98 96 88 98 50 23 11 437 351 143 671 1352 33096 33884 35236 Workers

Marginal

M 0 9 4 44 14 73 75 74 91 71 89 13 16 23 710 447 943 1539 40669 41826 43365

Description of the Environment Description

F 0 4 98 18 80 19 44 14 16 66 69 26 230 236 202 2866 5594 2137 1744 286126 293857 296723

0 M 57 75 28 65 91 85 444 566 491 436 100 369 166 243 8771 8358 11574 20858 Other Workers 832291 861920 873494

Enclave, Pune Airport Enclave, Pune (Maharashtra

F 64 17 69 31 28 11 20 12 214 306 154 109 149 302 614 403 215 1689 2632 1775 4407 Labour Labour

M 8 50 51 92 53 55 63 20 15 228 285 165 134 307 717 480 201 Agricultural 3874 2781 4017 6798 ern of the Study Area

F 18 18 74 131 113 160 236 323 429 180 440 514 312 120 191 546 556 1388 4230 1519 5749

M 58 36 407 329 Cultivators 283 327 451 373 263 439 671 307 173 820 100 792 532

d Cargo Terminal at Civil at Civil Terminal d Cargo 4020 5974 4407 10381

F 50 425 427 548 831 601 369 608 860 337 156 152 797 5629 2319 2549 1018 9728 289203 297151 306879

Building, Reconstruction of Old Terminal Building, Modification of existing exp of existing Modification Building, of Old Terminal Reconstruction Building, Workers

M Total Main 901 902 148 638 695 648 343 258 206 818 9192 1046 1172 1144 9895 1515 20967 20329 840185 870344 890673 Table 3.31: Occupational Patt

F 470 436 691 148 927 603 457 615 958 340 206 160 808 6066 2670

s, Multi -Level Car Park an Car Park s, Multi -Level 3220 1041 11080 322299 331035 342115

M 945 916 223 638 786 657 347 347 219 841 9639 Total Workers 1119 1246 1215 1531 21677 10838 21868 880854 912170 934038

Name of Name Settlement Census Records 2011. Rural Area Bhawadi Charholi Kh. Chivhewadi Dapodi Dhanore Dhanore Golegaon Kalas Malwadi Malwadi Manjari Bk (N.V.) Nirgudi Pimpalgaon Vadaj Wadgaon-shinde Total Sub Urban Area Pune (CB) Pune (M Corp.) Wagholi (CT) Total Sub Study Area

Sn. Sn. I. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. II. 16. 17. 18.

EIA for Construction of New Integrated Terminal of EIA for Construction Side facilitie City Associated Building, Source: ABC Techno Labs India Private Limited EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

CHAPTER – 4

ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

4.1 Introduction

The assessment of potential environmental impact consists of comparing the expected changes in the environment with or without the construction new integrated terminal building, reconstruction of old terminal building, modification of existing expanded Terminal Building, Associated City Side facilities, expansion of apron and link taxiway track, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave. The main aim of assessment of environment impacts is to identify the nature and significance of anticipated environmental impacts. This chapter assesses the nature, type and magnitude of the potential impacts likely on the various relevant physical, biological, social and cultural components due to construction new integrated terminal building and associated works at Pune civil enclave. The environmental, biological, ecological and social impacts can be direct as well as indirect. The direct area of influence includes the construction sites for the project and surrounding area. The impacts on various environmental components can occur at any of the following stages of the project planning and implementation: (i.) planning and design stage; (ii) construction stage; and (iii) operation stage.

This chapter discusses the identification and appraisal of various environmental impacts due to the planning, design construction and operation of the construction new integrated terminal building, reconstruction of old terminal building, modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave. The construction and operation phases of the new integrated terminal building and associated activities will comprise various activities, each of which may have adverse or beneficial impact on environmental parameters. Various anticipated environmental impacts during the construction and operation phases on the environmental parameters have been studied to evaluate and estimate its impact on the environment. The environmental impacts can be

ABC Techno Labs India Private Limited 4 -1 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures categorized as either primary or secondary. Primary impacts are those, which are attributable directly to the project, secondary impacts are those, which are indirectly induced and typically include the associated impacts and changed pattern of social and economic activities by the proposed project.

The design, construction and operational phase of the construction new integrated terminal building, reconstruction of old terminal building, modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave comprises various activities each of which may have an impact on some or other environmental parameters. Various environmental attributes during the construction and operation phase have been studied/analyzed to estimate the overall impacts on the surrounding environment.

Due to the new integrated terminal building and associated works at Pune Civil Enclave, water environment, air environment, noise, land environment, ecological environment and socio-economic factors are identified as the significant environmental components likely to be affected. The anticipated impacts on the environmental components are identified, quantitatively/qualitatively evaluated, predicted and discussed below with suitable mitigation measures.

Methodology for Qualitatively Assessment of Environmental Impacts

The anticipated environmental impacts due to new integrated terminal building, and associated works at Pune Civil Enclave may be beneficial or adverse, short or long term (acute or chronic), temporary or permanent, direct or indirect and local or regional. Adverse environmental impacts include such impacts which can lead harm to living resources, atmosphere, damage to human health, birds & animal, vegetation, land & water resources, hindrance to activities in place, harm of quality for use, reduction of amenities, damage to physical structures, etc. Environmental risk is also evaluated based on its likelihood and significance for each identified potential environmental impact due to proposed activities in the area. For the new integrated terminal building and associated works at Pune

ABC Techno Labs India Private Limited 4 -2 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures Civil Enclave, the impacts assessment has been carried out in the following three steps:

 Step 1 : Identification of interface between project activities and environmental receptors  Step 2 : Identification of potential environmental impacts  Step 3 : Evaluation of significant environmental impacts

In Step 1, based on the project description and environmental baseline conditions, a detailed matrix of activities and environmental receptors has been prepared. Based on project activities and baseline environment conditions at and around Pune Civil Enclave site, it is determined whether an interface exists between project activity and an environmental receptor.

In Step 2, on the basis of interface identified in Step 1, potential environmental impacts due to new integrated terminal building and associated works at the Pune Civil Enclave activities are identified. The environmental impacts may be beneficial or adverse, direct or indirect, reversible or irreversible and short-term or long-term as given, as per criteria given in Table 4.1.

Table 4.1: Impact Assessment Rating Matrix Impact Criteria Nature of Impact Beneficial Positive Adverse Negative Duration of Short term Impacts shall be confined to a stipulated time Impact Long term Impacts shall continue till the end of project life Impacted Area Localized Impacts shall be confined within 10 km radius Regional Impacts shall continue beyond 10 km radius

In Step 3, all the potential environmental impacts are evaluated and a qualitative evaluation is carried out. An impact level is rated as “low”, “medium” or “high”. The impact rating is based on two parameters, i.e. “severity of environmental impacts” and “likelihood of occurrence of the environmental impacts”.

 Severity of Environmental Impact: The severity of an environmental impact is a function of a range of considerations including impact

ABC Techno Labs India Private Limited 4 -3 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures magnitude, impact duration, impact extent, compliance of prescribed legal framework and the characteristics of the receptors/ resources; and  Likelihood of Occurrence of Environmental Impact: How likely is the impact (this is particularly an important consideration in the evaluation of unplanned/ accidental events).

The significance of each environmental impact is determined by assessing the impact’s severity against the likelihood of the environmental impact occurring, as summarized in the environmental impact significance assessment matrix provided in Table 4.2.

Table 4.2: Impact Assessment Rating Matrix Impact Likelihood Impact Unlikely Low Medium High Likelihood Severity (e.g. not Likelihood Likelihood (e.g. (e.g. routine, expected to (e.g. may may occur happens occur occur once or every few several times a during the twice during years) year) project the project lifetime) lifetime) Slight Negligible Negligible Negligible Negligible Impact Impact Impact Impact Low Negligible Negligible Negligible to Minor Impact Impact Impact Minor Impact Medium Negligible Minor Impact Minor– Moderate Impact Moderate Impact Impact High Minor Moderate Major Impact Major Impact Impact Impact

Notes: Negligible : Defined as magnitude of change comparable to Impact natural variation Minor Impact : Defined as detectable but not significant Moderate : Defined as insignificant; amenable to mitigation; Impact should be mitigated where practicable

ABC Techno Labs India Private Limited 4 -4 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures Major Impact : Defined as significant; amenable to mitigation; must be mitigated

The one of primary purpose of construction new integrated terminal building, reconstruction of old terminal building, modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave is to increase the capacity of passengers. Accordingly, keeping in view the current and future requirement, new terminal building and associated works is proposed at Pune Civil Enclave.

The likely impacts of the new integrated terminal building at Pune Civil Enclave would be due to:

 Pre-construction Phase  Construction phase, which would be mainly regarded as temporary or short term; and  Operation phase, which would have long-term and permanent impacts.

The construction and operation phases of the new integrated terminal building and associated works at Pune Civil Enclave comprise of various activities, which have been considered to assess the anticipated impact on one or other environmental parameter as described in the following sections:

The mitigation measures for adverse environmental impacts have been suggested as applicable regulatory requirements on environmental and socio- economic issues and are intended to meet the following objectives:

 Prevent air, water, soil and noise pollution during construction & operation phases;  Adopt environmental and social enhancement measures;  Encourage the socio-economic development in the region.

The anticipated environmental impacts of the construction new integrated terminal building, reconstruction of old terminal building, modification of existing expanded Terminal Building, Associated City Side facilities, Multi - Level Car Park and Cargo Terminal at Pune Civil Enclave and corresponding mitigation

ABC Techno Labs India Private Limited 4 -5 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures measures for construction and operation phases have been described in the following sub-sections:

4.2 Anticipated Impact and Mitigation Measures for Pre-Construction Phase

The pre-construction phase will involve completion of necessary legal formalities with respect to environmental clearances, site surveys/design and bidding of new integrated terminal building and other associated works. The integrated terminal building and other associated works and other associated works will require equipment and machinery, requisite skilled, semi-skilled manpower & labour. The supervision and project management will be undertaken by Airports Authority of India.

4.3 Anticipated Impact and Mitigation Measures for Construction Phase

The construction phase will mainly consist of transportation of earth for filling, machinery and construction materials to be used for construction, clearing and levelling of land, construction of terminal building, parking etc and associated works as per approved design, etc.

4.3.1 Topography & Physiography

Topography of the site is plain. For construction of new integrated terminal building at Pune Civil Enclave, 5 m deep basement covering an area 11986 sqm will be constructed. For construction of the proposed facilities at the Pune Airport, approximately 98000 cum excavated earth will be generated from the proposed site. Entire quantity of excavated earth from the site will be used for filling and leveling of undulating areas within Indian Airforce premises. Hence, the anticipated impact on the topography during construction phase is rated as: Environmental Impact Rating Topography & Physiography Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence Medium Severity of Impact Medium

ABC Techno Labs India Private Limited 4 -6 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures Significance of Impact Low

Mitigation Measures

 Land clearing at the site will be kept to the absolute minimum practicable; and  Construction site would be designed to minimize filling of the earths.

4.3.2 Land Use Pattern

Existing Civil Enclave is located on 26.01 Acres land. For proposed development of existing Civil Enclave additional 15.84 Acres land free from all incumbrances is being handing over by Indian Airforce to Airports Authority of India. The land use pattern of the land to be used for construction of new integrated terminal building and associated works, will be changed permanently, however this impact will be localized. The impact on the land use pattern of the area during construction phase is rated as:

Environmental Impact Rating Land Use pattern Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Slight Significance of Impact Negligible

Mitigation Measures

 Land clearing for construction site will be kept to the absolutely minimum practicable;  The filling and cutting of soil would be kept minimum; and  Construction debris and waste generated during construction activities will be collected and disposed in environmental sound manner as per applicable rules depending upon type of wastes.

ABC Techno Labs India Private Limited 4 -7 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.3.3 Soil Quality

From construction of the proposed facilities at the Pune Civil Enclave, approximately 98000 cum excavated earth will be generated from the proposed site. Entire quantity of excavated earth from the site will be used for filling and leveling undulating areas within Indian Airforce premises.

At the time of construction, some amount of debris, cuttings of construction materials, etc, may be generated at the construction site. Wastes and debris generated at the site will be collected time to time and disposed suitability to avoid contamination of earth.

During the construction phase, hydraulic lube oil, fuels and lubricating oils would be used near proposed construction site. There is possibility of spills of such oils during loading, unloading, storing and handing. During construction phase, waste oil shall be generated as and when lubricating oil will be changed from engines of DG sets and construction machineries. Used oil shall be collected and stored in leak proof drums and sent to be used oil recyclers. The used oil drums shall be properly identified with a label in Marathi and English. Used oil generated shall be handed over to authorised recyclers for treatment and reuse. Other solid wastes, like debris, metal pieces, cotton wastes, electrical wires cuttings, etc so generated will be collected & segregated and will be disposed off as per standard practices.

The overall impact on soil quality during construction phase is summarized as hereunder: Environmental Impact Rating Soil Quality Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Slight Significance of Impact Negligible

ABC Techno Labs India Private Limited 4 -8 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Mitigation Measures

 Compaction and stabilization will be ensured during filling to ensure that no loose soil is washed away with runoff during rains,  Restoration of land surface with the condition and contours, prior to instigation of construction activities,  Wastes, fuel, oil drums, used oil, etc. would be collected and disposed properly,  Dust bins will be placed at requisite locations at construction site and there will be segregation of wastes before disposal,  Used oil from maintenance of DG sets engines and construction equipment will be collected separately in drums and will be handed over to the authorized used oil recyclers by the Maharashtra Pollution Control Board as per the CPCB guidelines. List of authorized used oil recyclers is already available at MPCB website,

4.3.4 Construction and Demolition Wastes Management

Under the project, reconstruction of old terminal building and construction new integrated terminal building is proposed. About 2200 kg construction and demolition wastes will be generated as per details given below:

Construction and demolition wastes generated from the project will be collected and disposed as per the provision of The Construction and Demolition Wastes Rules 2016.

Inert and unusable waste will used for filling or disposed to landfill site. Recyclable and reusable construction and demolition wastes will have resale values and sold to scrap dealers.

4.3.5 Drainage Pattern

For construction of new integrated terminal building and associated works at Pune Civil Enclave, total 15.84 Acres land will be used which has been handed over to AAI by IAF adjunct to existing Pune Civil Enclave. Proper slope and storm water management system will be provided at the site to maintain natural

ABC Techno Labs India Private Limited 4 -9 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures drainage and runoff movement at the site and surrounding areas. For storm water management at the site, rectangular sections for side drains have been provided. The drains have been kept sufficiently away from the taxiway /runway. The anticipated impact on the natural drainage pattern during construction phase is rated as:

Environmental Impact Rating Drainage Pattern Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Low Significance of Impact Negligible

Mitigation Measures

 Slope and storm water management shall be provided to maintain drainage and flow of runoff in the drain.  Drainage at the site will be maintained as per drainage counter at the site, therefore, no flooding will be occurred at and around the Pune Civil Enclave during and after construction of integrated terminal building and associated works.

4.3.6 Flood and Natural Disaster

The Pune Civil Enclave is existing operational airport. The airport is not geographically vulnerable to floods. During the construction of new integrated terminal building, and associated works at Pune Civil Enclave natural drainage will be maintained properly by storm water management. For storm water management at the site, rectangular sections for side drains have been provided. The drains will be kept sufficiently away from the taxiway / runway.

The impact from the flood due to construction of new integrated terminal building and associated works at Pune Civil Enclave is rated as:

ABC Techno Labs India Private Limited 4 -10 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Environmental Impact Rating Natural Disaster- Flood Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Low Significance of Impact Minor

Mitigation Measures

 Area within the site for construction of new integrated terminal building and associated works shall be filled and graded properly;  Natural drainage will be maintained in the surrounding.  For storm water management at the site, rectangular sections for side drains have been provided. The drains will be kept sufficiently away from the taxiway / runway;  Construction of storm water drainage channels will not allow water logging at the site and in surrounding area.

4.3.7 Water Resources

During the construction phase of the construction of new integrated terminal building and other associated work at Pune Civil Enclave, approx 150 kl/day water will be required depending upon the type of construction activities. The water requirement will be met through Municipal Corporation Supply, tankers and deep tube wells to be drilled after obtaining permission from competent authority. The construction will be completed within in approximately approx. 24 months’ time. The construction water requirement would be temporary in nature depending nature of construction activities. Therefore, the impact on the water resources during the construction phase would be temporary and variable in nature. The overall impact on water resource during construction phase is rated as:

ABC Techno Labs India Private Limited 4 -11 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Environmental Impact Rating Water Resources Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Low Significance of Impact Negligible

Mitigation Measures

 Continuous efforts will be made to optimize/reduce water usage,  Continuous attempts will be made to avoid wastage and leakage of water,  Record of water consumption on a daily basis will be maintained,  Reuse of treated waste water for greenery and landscaping.

4.3.8 Water Quality

Water will be required for construction purposes during the period of construction especially for concreting and compaction of earth filling. The water requirement will be met by extracting ground water from existing borewell at the airport.

Anticipated impacts on water quality during construction phase may be due to sewage and wastes generated from the construction site. The wastewater (sewage) generated during construction phase will be mainly from domestic activities. At the construction site 200 to 250 skilled, semiskilled and labour will be required for construction activities depending construction activities. Wastewater generated from domestic purposes will be minimal as most of the workers will be from the local area.

During the construction phase, excavated loose soil used for filling may be washed out from the site with runoff during rainfall, which may increase the turbidity and suspended solids in runoff from construction site. However, this impact may last when first rain is over as loose soil will be stabilised after first rainfall. Therefore, this impact will be temporary in nature.

ABC Techno Labs India Private Limited 4 -12 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

The overall impact during construction phase on water quality is summarized as the follows:

Environmental Impact Rating Water Quality Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Slight Significance of Impact Negligible

Mitigation Measures

 Excavation and site clearing work will be planned during non-rainy season,  All debris and wastes from the construction of new integrated terminal building and other associated work will be collected and disposed off suitably,  Silt traps will be provided to prevent the discharge of excessive suspended solids,  Oil trap will be provided in the drainage line to prevent contamination of runoff by any oil spillage from construction machineries,  To prevent contamination from spillage of oil, storage areas will be made by cemented floor, bunded and will be cleaned at regular intervals,  Wastewater generated from the domestic activities (kitchen/toilet) will be treated in septic tank after passing through oil trap followed by soak pit or used for green belt development, and  Used oil and oil contaminated cotton & clothes will be given to authorised used oil recyclers.

4.3.9 Ambient Air Quality

The potential sources of air emissions during construction phase of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side

ABC Techno Labs India Private Limited 4 -13 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures facilities, multi -level car park and cargo terminal at Pune Civil Enclave will be as follows:

 Dust from earth works (during site preparation & excavation),  Emissions from the operation of construction equipment and machines for compaction,  Fugitive emissions from vehicles running to the construction site,  Fugitive emissions during the unloading of cement bags,  Fugitive emissions during mixing of cement with other building materials,  Emission for DG sets to be used temporarily during construction phase,  Air emissions other than dust arise from combustion of hydrocarbons. The

pollutants of concerns are NO2, SO2, CO, un-burnt hydrocarbons and

particulate matter (PM10 & PM2.5).

The impact of construction activity on ambient air quality is a cause for concern mainly in the dry months due to settling of dust particles. The main sources of dust emissions during the construction period are the movement of equipment at the site and dust emitted during the levelling, grading, earthworks, and other construction related activities. The dust emitted during the above mentioned activities will depend upon the type of soil being excavated and the humidity levels. The impact is likely to be for short duration and confined to vicinity of the construction site. The composition of dust in this kind of operation is however mostly coarse particles, inorganic and non-toxic in nature and these are not expected to travel long distance before settling.

Exhaust emissions from vehicles and equipment deployed during the

construction phase also result in marginal increase in the levels of SO2, NO2,

unburnt hydrocarbons and particulate matter (PM10 & PM2.5). The impact will, however, be reversible, marginal, and temporary in nature.

The impact of construction activities on ambient air would be temporary and restricted to the construction phase. The impact will be confined within the project boundary and is expected to be negligible outside the project boundaries. Proper up-keep and maintenance of vehicles, sprinkling of water at construction site, etc. are some of the proposed measures that would greatly

ABC Techno Labs India Private Limited 4 -14 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures reduce the impact on the air quality during the construction phase of the project.

During the filling of earth, unloading of cement bags and mixing of cement with other building materials, fugitive dust emissions may be emitted at the construction site. It may be noted that these emissions would be in the form of coarse particulate matter and will be settled down ultimately in the closed vicinity of the construction site.

Emissions from the DG sets may cause localised impact on ambient air quality for short duration as these will be operated during grid power failure. DG sets will be operated only in case of grid power failure. Adequate height of stacks will be provided to the DG sets as per guidelines of CPCB to facilitate the dispersion of flue gases in the atmosphere.

As construction activities will be mainly confined to the project site only for a short duration, hence the impact on the ambient air quality during construction phase is rated as given below:

Environmental Impact Rating Ambient Air Quality Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Low Significance of Impact Minor

Mitigation Measures

 Dust suppression systems (water spray) will be used as per requirement at the construction site;  Construction materials and earth will be fully covered during transportation to the construction site by road;  Standard prescribed by the CPCB/ MPCB for stack height and emissions from DG sets will be complied with;

ABC Techno Labs India Private Limited 4 -15 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures  Preventive maintenance will be carried out for vehicles and pollution check will be mandatory on periodic basis all the vehicles approaching to the construction site;  Earth moving equipment, typically a bulldozer with a grader blade and ripper, will be used for excavation work;  Monitoring of ambient air quality/source emission will be carried out as per details given in Chapter 6 or as stipulated by the MoEF&CC/ MPCB.

4.3.10 Noise Levels

During the construction phase of the new integrated terminal building and other associated work, noise will be generated from various sources. Some major sources of noise generation during construction phase of new integrated terminal building and other associated work are listed below:

 Generation of noise during movement of vehicles carrying materials and loading & unloading activities,  Generation of noise from construction machines, pavers, concrete mixer, compactor, rollers and other construction machines,  Generation of noise from vehicle movement.  Generation of noise during concreting, and pavement, etc,  Noise from the mechanical operations at the site.  Generation of noise from DG sets at works site.

All the above mentioned sources at the proposed construction activities will be intermittent and would be experienced occasionally. It may also be noted that, most of the construction activities will be carried out only during the daytime.

The expected noise levels from these activities are given hereunder in Table 4.3:

ABC Techno Labs India Private Limited 4 -16 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Table 4.3: Typical Noise Levels of Construction Equipment Particulars Noise Levels dB(A) Earth Movers Front End Loaders 72-84 Tractors 76-96 Scrapers, Graders 80-93 Pavers 86-88 Trucks 82-94 Material Handlers Concrete mixers 75-88 Concrete pumps 81-88 Stationary Equipment Pumps 69-71 Generators 70-80

Resultant Noise Level

The combined effect of above sources can be determined as per the following equation:

(Lp1/10) (Lp2/10) (Lp3/10) Lp(total) = 10 log (10 + 10 + 10 + ……..….)

Where: Lp1, Lp2 and Lp3 are noise pressure level at a point due to different sources in dB (A).

For an approximate estimation of dispersion of noise in the ambient air from the source point, a standard mathematical model for sound wave propagation is used. The sound pressure level generated by noise sources decreases with increases distance from the source due to wave divergence. An additional decrease in sound pressure level from the source is expected due to atmospheric effect or its interaction with objects in the transmission path. The noise level generated from a source would decrease with increase in distance from the source because of the wave divergence.

ABC Techno Labs India Private Limited 4 -17 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures For hemispherical sound wave propagation through homogenous loss of free medium, noise levels at various locations can be calculated due to different sources using model based on the first principles as per the following equation:

Lp2 = Lp1 – 20 log(r2) – 8

Where: Lp2 and Lp1 - Sound Pressure Level (SPLs) at points located at source

and at distances of r2 from the source respectively in dB (A).

The resultant maximum noise level for the above sources as calculated using combined effect equation is 85 dB(A). Assuming no environmental attenuation factors, noise modelling has been done, which shows noise level will mingle with the baseline noise level within short distance. Noise modelling results for construction phase have been given in Table 4.4 and shown in Figure 4.1:

Table 4.4: Noise Modelling Results Area Permissible Limits (Day Distance from Time) source Silence Zone 50 dB (A) 159 m Residential 55 dB (A) 89 m Commercial 65 dB (A) 28 m Industrial 75 dB (A) 9 m

90 80 70 60 50 40 30 20 Resuktant Noise Levels dB(A) 10 0 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0

Distance from Source (m)

Resultant Noise Level Background Noise Level Day Time Figure 4.1: Attenuation of Noise from Source during Construction

ABC Techno Labs India Private Limited 4 -18 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures The noise produced during construction phase will have temporary impacts on the existing ambient noise levels at the project site but restricted to small distance (maximum upto 160 m) and only during daytime within the airport. Therefore, the impact of noise levels on surrounding area will be insignificant during the construction phase.

The general noise level due to construction activities, such as working of heavy earth moving equipment and machinery installation, may sometimes go up to 85 dB(A) at the work site during day time. The workers in general are likely to be exposed to an equivalent noise level of 70-75 dB (A) in an eight (8) hour shift for which all statutory precautions as per law will be implemented. Use of proper Personal Protective Equipments (PPEs) will further mitigate adverse impacts of noise on the workers, if any. The impacts can be further minimized and made insignificant by using standard practice of construction. The present noise level, monitored in the study area, is well within the standards of noise level. Hence, the impact on the noise level during construction phase is rated as given in the table below:

Environmental Impact Rating Noise Level Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Slight Significance of Impact Negligible

Mitigation Measures

 Provision of rubber padding/ noise isolators to DG sets and construction machines  Preventive maintenance of the machine/ equipments will be carried out;  Provision of silencers to modulate the noise generated by machines;  Provision of protective devices like ear muff/ plugs to the workers; and  Monitoring of ambient noise level/ source emission will be carried out as per details given in Chapter 6 or as stipulated by the CPCB/ MPCB.

ABC Techno Labs India Private Limited 4 -19 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.3.11 Terrestrial Ecology

During the new integrated terminal building and other associated work, 19 trees need will be felled after obtaining permission from Pune Municipal Corporation. Airports Authority of India has already applied to Pune Municipal Corporation for obtaining permission for cutting of trees. AAI has planned to plant 57 numbers of trees to compensate cutting 19 trees. For construction shrubs and ground flora will be cleared for new integrated terminal building and other associated work. Therefore, marginal impact is anticipated on terrestrial ecology during the construction phase.

The overall impact on the terrestrial ecology due to construction activities is rated as: Environment Impact Rating Ecology Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Minor Significance of Impact Significant

Mitigation Measures

 Landscaping from construction phase to strengthening flora in the area; and  Indigenous species will be selected which will be suitable for local climacteric conditions.

4.3.12 Occupational Safety and Health

During construction phase of new integrated terminal building and other associated work, the personnel working at the site may be exposed to physical hazards, like, dust, noise, fugitive dust emissions, welding fumes, working at height, handling of heavy loads, falling objects underneath of temporary structures, working on unguarded moving machine, hammering and cutting without PPEs, etc. These are most occupational hazards at the airport

ABC Techno Labs India Private Limited 4 -20 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures construction site and may have potential adverse impacts on the Occupational Safety and Health. Hence, overall impact is rated as follows:

Environmental Impact Rating Occupational Safety & Health Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Low Significance of Impact Low

Mitigation Measures

General Occupational Health and Safety Measures

 Provide effective dust suppression measures during earth work.  Dust-proof masks will be provided to personnel working in areas with high dust levels;  Standard Operating Procedures (SOPs) for machinery will be used;  Mandatory use of relevant Personal Protective Equipments (PPEs) for all workers. Employees will be provided with helmets, safety boots, eye and ear protection and snug fitting gloves, safety belt, goggles, as appropriate;  Procedures shall be strictly enforced for the storage, handling and transport of explosives, flammable and hazardous materials;  Sanitary facilities like toilets and bath rooms will be provided and workers will be instructed use them;  Housekeeping at the work site will be maintained well.  Solid waste generated at the site will be collected and disposed as per standard practices.  Motivational, warning and informatary signage and poster related occupational health and safety will be displayed at strategic locations  Do and Don’ts will be provided at critical equipment and machinery.  Pre-employment and periodic medical examinations will be conducted for all personnel and specific surveillance programs will be initiated for personnel potentially exposed to health hazards.

ABC Techno Labs India Private Limited 4 -21 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.3.13Socio-Economic Environment

The construction phase of the new integrated terminal building and other associated work will have beneficial impacts on social environment as private land acquisition is not involved as Indian Airforce is handovering required land for new integrated terminal building and other associated work.

During construction phase significant increase in income of local people is expected as local unskilled, semiskilled and skilled persons will gain direct or indirect employment during construction phase. Since the immigration of work force during construction phase is likely to be very small, the social impacts on demography, literacy, health care, transport facilities and cultural aspect are expected to be insignificant.

Economic Impacts

The relatively short-lived economic impacts of the construction stage are likely to be experienced in local area for the duration of construction phase as workers make everyday purchases from local traders in near by areas. This is likely to give a short-lived stimulus to the shopkeepers/traders that will disappear as soon as the construction is complete. Noticeable, flow-on economic impacts will be experienced in other sectors of economy as a result of purchase of construction materials and the payment of wages and salaries to the personnel engaged in the new integrated terminal building and other associated work. Hence, impact on economic impacts is rated as follows:

Environmental Impact Rating Resettlement Issues Nature of Impact Beneficial Duration of Impact Short term Impacted Area Regional Likelihood of Occurrence High Severity of Impact High Significance of Impact Major

ABC Techno Labs India Private Limited 4 -22 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Employment

During the construction of the new integrated terminal building and other associated work, 300 to 400 skilled and semiskilled and unskilled workers will get direct employment opportunity for about one year, which will have beneficial impact on the socio-economic conditions of the area. Therefore, overall positive impacts are anticipated on socio-economic environment during construction phase. Furthermore, local skilled, semi skilled and unskilled labourers will get indirect employment also during the construction phase. This may also result in a steep rise in wages of workers in the surrounding villages. Several other opportunities for locals will be available in terms of supply of construction materials & machinery, vehicles and other essential commodities, petty contracts, etc. Hence, overall impact on employment is rated as follows:

Environmental Impact Rating Employment Nature of Impact Beneficial Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Medium Significance of Impact Low

Mitigation Measures

 Preference will be given to locals for direct and indirect employment opportunity;  Local suppliers for machineries and construction materials will be given preference;  Local transporters will be preferred for transportation of machinery/ earth/materials;  To train unskilled local work, short term skill development course will be organized in the area.

ABC Techno Labs India Private Limited 4 -23 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Influx of Construction Workers

Although the construction contractors are likely to use unskilled labour drawn from local communities, use of specialized road construction equipment will require trained personnel not likely to be found locally. Sudden and relatively short-lived influxes of construction skilled workers to communities near the airport may have the potential to ‘skew’ certain demographic variables and the traditional social coherence. Hence, overall impact influx of construction workers is rated as follows:

Environmental Impact Rating Influx of Construction Workers Nature of Impact Adverse Duration of Impact Short term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Low Significance of Impact Negligible

4.4 Operation Phase

During operation phase, new integrated terminal building and other associated work at Pune Civil Enclave will comprise mainly following activities:

 Operation of existing and new integrated terminal building  Increase in passengers/visitors/ staff movement at departure and arrival of terminal building;  Vehicle movement at airport for drop and pick up;  Operation of DG sets;  Operation of HVAC in existing and new terminal building; etc

During the operation of the existing and new facilities, the following sources of pollution are anticipated:

ABC Techno Labs India Private Limited 4 -24 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

 Exhaust emissions in the form of particulate matters, NOx, SO2 CO and unburnt hydrocarbons will be emitted from aircrafts movement (take-off, landing and taxing), vehicular movement, and operation of DG sets;  Wastewater from domestic usages which include, dine outlets, washing hands, toilets and urinals, etc;  Energy consumption for HVAC and lightings in new construction buildings.  Solid waste from aircrafts, passengers, visitors, staff, cargo handling, sewage treatment plant (STP), waste lubricating oil from machinery/ equipments, etc;  Accidental spillage of fuel oil, if any.

The anticipated environmental impacts of the new integrated terminal building and other associated work at Pune Civil Enclave & associated activities and corresponding mitigation measures for operation phase have been described in the following sub-sections.

4.4.1 Topography and Physiography

During operation phase of the Pune Civil Enclave after new integrated terminal building and other associated work, no impact is anticipated on the topography and physiography of the area. Hence, no mitigation measure is required.

4.4.2 Water Resources

Total water requirement at Pune Civil Enclave after proposed new integrated terminal building and associated facilities is estimated as 715 kld, which includes water for HVAC, CFT, green belt purposes. Water requirement will be met through municipal corporation supply, tankers and deep tube wells to be drilled after obtaining permission from competent authority. 1125 kld waste water generated from existing and proposed civil enclave will be treated in Sewage Treatment Plant (STP) and reused for HVAC, flushing, greenery development.

The overall impact on water resources during operation phase is rated as follows:

ABC Techno Labs India Private Limited 4 -25 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures Environment Impact Rating Water Resources Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Medium Significance of Impact Medium

Mitigation Measures

 Continuous efforts will be made to reduce water consumption using less water required cisterns;  Water efficient urinal and toilets will be provided in existing and new integrated terminal building.  Efforts will be made to stop wastage and leakage of water;  Sewage and domestic waste water will be treated in MBBR based Sewage Treatment Plant  Reused treated waste water in HVAC, flushing, greenery and landscaping

4.4.3 Water Quality

Total estimated wastewater generation during the operation phase is 1125 kld, which will be treated in Sewage Treatment Plant (STP). After treatment, treated wastewater is reused for HVAC, flushing, greenery and landscaping. No wastewater will be discharged outside the Civil Enclave premises. The overall impact on water quality during operation phase is rated as follows:

Environmental Impact Rating Water Quality Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Medium Significance of Impact Medium

ABC Techno Labs India Private Limited 4 -26 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Mitigation Measures

 Collection of waste water and treatment of waste water in Sewage Treatment Plant (STP);  Efficient operation of STP will be ensured.  Avoid spillage of fuel and lube oil and storing them on concrete floor.  Solid waste collection and disposal as per Solid Waste Management Rules 2016.  Regular testing and analysis of treated waste water from STP to ensure effectiveness of STP and compliance of discharge standards.

4.4.4 Soil

Approx. 2600 kg per day solid waste will be generated during operation of the new terminal building at Pune Civil Enclave, which is collected, segregated and managed by external agency for disposal as per Solid Waste Management Rules, 2016. Hence, the impact on the soil will be insignificant as an organized solid waste collection and disposal practices exist at the Pune Civil Enclave.

The overall impact on soil quality during operation phase of proposed terminal building and associated works is rated as follows: Environmental Impact Rating Water Quality Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Low Significance of Impact Negligible

Mitigation Measures

 Municipal solid waste collection bins will be placed at strategic locations in the new terminal building;  Approx. 2600 kg per day municipal wastes, like, plastic, paper, packing waste, bottles, oil contaminated cottons and clothes, food waste from labour

ABC Techno Labs India Private Limited 4 -27 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures camp, etc will also be generated from civil enclave and from Aircraft. It may contaminate soil of the site, if not disposed properly. These wastes will be segregated and disposed as per Solid Waste Management Rules, 2016.  Agency has been hired for disposal of solid wastes as per the provisions of the Solid Waste Management Rule, 2016;  Solid waste generated from the airport is transported in close containers;  Used lubricating waste oil and oil contaminated clothes etc is collected separately in containers and is sold to authorized recyclers as per CPCB/ Maharashtra Pollution Control Board guidelines.

4.4.5 Ambient Air Quality

During the operational phase of the new terminal building at Pune Civil Enclave, the intermittent air emissions are generated from aircraft engines during approach, landing, taxiing, take-off and initial climb, which is termed as reference Landing and Take-off Cycle (LTO cycle). The air pollutants of concern from the aircrafts emissions are un-burnt Sulphur Dioxide, Hydrocarbons (HC),

Carbon Monoxide (CO) and Oxides of Nitrogen (NOx) as per ICAO guidelines.

For power back up 5 DG sets of 1250 KVA capacities each will be available at the Pune Civil Enclave, which will be sufficient during operation of new terminal

building and other associated facilities. Exhaust emissions comprising NO2 and

SO2 will be generated from the operation of DG sets, which will be operated only to meet the power requirement during grid power failure.

Vehicular emissions will also be generated at the Pune Civil Enclave from the operation of vehicular traffic at the airport as ground support vehicles, passengers pickup and dropping vehicles. These vehicles will be mainly diesel and petrol driven and will be source of mainly CO, HC and NOx emissions.

For prediction of anticipated impact of emissions from the new terminal building at existing airport, estimation of emissions load from Aircraft LTO, DG sets and vehicles is essential. The emissions load estimation from various emission sources has been carried out in following subsection:

ABC Techno Labs India Private Limited 4 -28 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures Aircraft Emissions

Airport Air Quality Manual 2011 of International Civil Aviation Organization (ICAO) has been referred for the aircraft emissions, which states emissions for

various types of aircraft based on one LTO cycle for SO2, NOx, CO and HC pollutants. The referred emission rates for one LTO have been converted to g/sec based on the duration of one LTO cycle in seconds. As per International Civil Aviation Organization (ICAO), time and thrust setting for Reference LTO Cycle is 32.9 minutes (1974 seconds). During peak hour, it is considered that there will be total 12 LTO at the Pune Civil Enclave, which includes all types of aircrafts. For aircraft emissions estimation purpose, LTO cycle emissions from B 747-400 and A 320 types of aircrafts have been considered. The estimated aircraft emissions for Pune Civil Enclave are given in Table 4.5.

Table 4.5: Estimated Aircraft Emissions for Pune Civil Enclave Parameter Units Value Type of Aircraft - B 747-400 A320 ATR 72 Emissions per LTO Cycle

SO2 Kg/LTO cycle 3.24 0.77 0.2 HC Kg/LTO cycle 2.25 0.57 0.29 CO Kg/LTO cycle 26.72 6.19 2.33

NOX Kg/LTO cycle 42.88 9.01 1.82 Total Emissions during LTO (Kg/LTO Cycle)

SO2 g/s 1.64 0.39 0.10 HC g/s 1.14 0.29 0.15 CO g/s 13.54 3.14 1.18

NOX g/s 21.72 4.56 0.92 During peak hour there will be total 12 LTO.

SO2 g/s 19.70 4.68 1.22 HC g/s 13.68 3.47 1.76 CO g/s 162.43 37.63 14.16

NOX g/s 260.67 54.77 11.06 Total Emissions in 12 LTO

SO2 g 25.59 HC g 18.91 CO g 214.22

NOX g 326.50 (Source : Airport Air Quality Manual 2011, ICAO)

Emissions from the Operation of DG Sets

ABC Techno Labs India Private Limited 4 -29 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Five DG sets of 1250 kVA capacity will be installed at the Pune Civil Enclave to meet the power requirement during grid power failure.

The exhaust emissions comprising mainly NO2, SO2 and Particulate Matter from the operation of 5 DG sets of 1250 kVA to be operated in the event of grid power supply failure. Intermittently particulate matter (PM), carbon monoxide (CO) and un-burnt hydrocarbons will be emitted during operation of DG sets. Exhaust emissions from DG sets will be intermittent source of emissions as DG sets will be operated only during grid power failure. 19 m stack height of combined for DG set will be provided to vent the flue gases into the atmosphere.

The estimated exhaust emissions characteristics from the DG sets are presented in Table 4.6.

Table 4.6: Emissions from DG Sets Stack Sn. Parameters DG Set Stack (5x1250kVA) 1. Stack Height Above Building (m) 19 2. Stack Dia (m) 0.6 3. Flue Gas:  Temperature (oC) 325  Velocity (m/s) 22.2  Volume Flow Rate (Nm3/h) 11772 4 Pollutants Load SPM (g/s) 0.13

SO2 (g/s) 1.39

NO2 (g/s) 1.56

ABC Techno Labs India Private Limited 4 -30 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Emissions from Vehicular Movement

Vehicular emissions will also be generated from the operation of ground support vehicles within airport and vehicular traffic for pickup and dropping of passengers at the existing Pune Civil Enclave. These vehicles will be mainly

diesel and petrol driven and emit mainly CO, HC and NO2. The peak hourly vehicular movement 600 vehicles (including the ground service vehicles, two wheelers, buses and light duty vehicles mainly cars and light carriage vehicles). The emissions from the diesel and petrol driven vehicles have been calculated based on the CPCB emissions standards for Bharat Stage –III/IV. The estimated vehicular emissions at Pune Civil Enclave are given in Table 4.7.

Table 4.7 : Estimated Vehicular Emissions at Pune Civil Enclave Emission Rate of Pollutants (g/s) NOx CO HC 0.06 0.08 0.02

Total emissions from aircraft, DG sets and vehicles movement at the Pune Civil Enclave after new integrated terminal building are given in Table 4.8.

Table 4.8 : Total Emission Sources and Emission Rates Sources Emission Rate of Pollutants (g/s)

SO2 NOx CO HC PM Aircraft 0.013 0.010 0.109 0.165 -- DG set 1.39 1.56 -- --- 0.13 Vehicular -- 0.06 0.08 0.02 0.02 Note : All above emissions sources are not continuous sources.

4.4.5.1Air Pollution Modelling

There will no continuous emissions source at the Pune Civil Enclave. Air Flights and vehicular movement remain intermittent at the airport. DG sets will be operated intermittently in the event of grid power failure. For air pollution dispersion modelling DG sets have been considered continuous source of emissions. For obtaining short-term incremental ground level concentration (glc)

ABC Techno Labs India Private Limited 4 -31 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures isopleths, Breeze Air Suite dispersion model based on Industrial Source Complex Model (ISC-ST3) developed by USEPA was used. The ISC-ST3 model for emission sources uses the steady state Gaussian plume equation for single/multiple continuous elevated sources. Calculations are made at user specified regular rectangular/radial grid points or at specified special receptors for any averaging time period as well as for entire period of input meteorology. The model uses Pasquill-Gafford (for rural and urban areas) or Briggs for urban area dispersion parameter correlations and Briggs plume rise correlation for calculating short-or long-time incremental glc values at each grid point and these are then used for plotting the isopleths over the entire grid. Rectangular grid with 500 m grid point distance is used up to a distance of +10,000 m in X and Y directions with stack coordinate as (O, O). For aircrafts and vehicular emissions, multiple volume sources are considered while for DG set stack point model source is considered.

4.4.5.2 Source Characteristics

The estimated emission details for DG sets are given in Table 4.8.

4.4.5.3 Atmospheric Stability

The persistence of atmospheric stability class has been estimated using hourly monitored wind velocity data along with compiled data for sunrise, sunset, solar insolation for day-time and cloud cover for night-time for the site.

4.4.5.4 Mixing Height

The knowledge of the site specific mixing height (convective stable boundary layer and inversion height or nocturnal boundary layer) is crucial in a realistic adoption of appropriate plume rise and vertical dispersion parameters. In the absence of site specific mixing heights, “Hourly Mixing Height and Assimilative Capacity of Atmospheric in India” published by Environmental Monitoring and Research Centre, India Meteorological Department, New Delhi, 2008, has been referred for hourly mixing heights.

ABC Techno Labs India Private Limited 4 -32 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.4.5.5Presentation of Results

For the short-term simulations for point emission sources, the concentrations were estimated on around 1600 receptors to obtain an optimum description of variations in concentrations over the site in 10 km radius covering 16 directions. The incremental concentrations are estimated for the study period representing

pre-monsoon season. The results ground level concentrations for SO2, NO2 and Particulate Matter (PM) are presented in Table 4.9.

Table 4.9: Predicted 24-Hourly Short Term Incremental Concentrations Polluta Maximum Coordinates Distance Direction nt Incremental (x, y) (km) Levels, (μg/m3)

SO2 4.09 ( 500, 000) 0.5 E NO2 4.59 ( 500, 000) 0.5 E PM 0.38 ( 500, 000) 0.5 E

Predicted Concentrations

GLCs values presented in Table 4.9 reveals that the assuming that all five DG sets will be operated continuously, maximum incremental short term 24 hourly

ground level concentrations of SO2, NO2 and PM likely to be encountered are 4.09 μg/m3, 4.59 μg/m3 and 0.38 μg/m3, respectively. The ground level concentrations are occurring at a distance of 0.5 km in E direction from the Pune Civil Enclave

site. Isopleths for predicted ground level concentrations for SO2, NO2 and PM are given in Figure 4.2 to 4.4, respectively.

The air pollution dispersion modelling predictions indicate that the maximum

ground level concentrations for SO2 and NO2 are likely to be well within the prescribed limit of 80 μg/m3 for industrial, residential, rural and other area. However, it is important to mention that DG sets will not be operated continuously and only operated only during grid power failure. Therefore, anticipated impacts

ABC Techno Labs India Private Limited 4 -33 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures of DG sets operations will be much below to the predicted ground level constructions.

Resultant Concentrations

The maximum incremental GLCs due to the Pune Civil Enclave for SO2, NO2 and PM are already included in baseline air quality monitoring carried during study period as Pune Civil Enclave is already in operation. Based on the predicted concentrations of various pollutants due to operation of existing Pune Civil Enclave, it can be inferred that moderate impact is anticipated on the ambient air quality of the area, as suitable mitigation measures will be taken.

Hence, overall impact on ambient air quality during operation phase is summarized as follows: Environmental Impact Rating Air Quality Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Medium Significance of Impact Moderate

Mitigation Measures

 Compliance of all standards prescribed by the ICAO during operation of aircrafts by preventive maintenance and monitoring;  19 m Stack height with each of DG sets will be as per the CPCB guidelines;  Proper traffic management plan will be prepared to ensure that there is no traffic congestion at in front of new terminal building. It will help in reduction of vehicular emissions from the airport.  Ground vehicles at the airport will be maintained and have a “Pollution Under Control” certificate;  Development of greenery and landscaping at the airport for improving ambient air quality.  Monitoring of ambient air quality/ source emissions will be carried out as per monitoring plan.

ABC Techno Labs India Private Limited 4 -34 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Figure 4.3 : Isopleths of GLCs Values for SO2 for Pune Airport

ABC Techno Labs India Private Limited 4 -35 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Figure 4.2 : Isopleths of GLCs Values for SO2 for Pune Airport

Figure 4.3 : Isopleths of GLCs Values for NO2 for Pune Airport

ABC Techno Labs India Private Limited 4 -36 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

Figure 44.4 : Isopleths of GLCs Values for PM for Pune Airport

ABC Techno Labs India Private Limited 4 -37 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.4.6 Noise Levels

During operation phase of the proposed New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, landing, take-off and taxing of various types of aircrafts and apron will be major sources of noise emissions. The effects of aircraft noise to receptors at the point of interest on the ground fundamentally depend on the following factors:

 Effective Perceived Noise Level (EPNL) at the point of interest on the ground during every aircraft movement;  Type of aircrafts;  Flight paths of aircraft during take-off and landing; and  Number of LTO during the given period of time.

Local topography and weather also affect sound propagation generated during take-off and landing of aircrafts.

To predict the impact on the existing noise levels in the study area due to the operation of existing Pune Civil Enclave after proposed new terminal building and associated work, Integrated Noise Model (INM) developed by Federal Aviation Administration (FAA), Office of Environment and Energy, USA has been used. This model has inbuilt information on the various types aircrafts.

Aircraft noise modelling through integrated noise model (INM) uses (1) computation of the flight-segment geometric and physical parameters; (2) flight-segment noise-level interpolation process; (3) atmospheric absorption adjustment; (4) acoustic impedance adjustment; (5) flight-segment noise- fraction adjustment for exposure-based metrics; (6) aircraft speed adjustment for exposure-based metrics; (7) updated lateral attenuation adjustment; (8) ground-based directivity adjustment for observers behind start-of-takeoff-roll, as well as for computing metrics associated with run-up operations; (9) new helicopter noise modelling capabilities and associated adjustments (including

ABC Techno Labs India Private Limited 4 -38 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures advancing tip match number, lateral directivity, static directivity and static duration adjustments); (10) metric computation process; and (11) development of a recursively-subdivided irregular grid methodology, which is used for computing noise contours.

Aircraft Noise Modelling Results

The predicted noise levels and influenced area due to aircrafts movement at the Pune Civil Enclave are given in Table 4.10.

Table 4.10: Noise Levels And Area of Influence Sr. Noise Area of Remark No. Levels Influence (km2) 1. 80.0 0.06 Predicted noise levels confined within the airport boundary 2. 75.0 0.18 Predicted noise levels confined within the airport boundary 3. 65.0 1.65 The predicted noise levels fall within the airport boundary 4. 55.0 4.12 About 2.1 km2 of area with this noise levels is out side the airport 5. 50.0 7.32 About 5.3 km2 of area with this noise level is out side the airport

The noise levels above 65-85 dB(A) will be confined within the Pune Airport boundary. The noise levels of 55 dB(A) cross the boundary and affect 2.1 km2 of area out side the airport. The noise levels of 50 dB(A) cross the boundary and affect 5.3 km2 of area out side the airport. The background noise levels range from 50.8 to 63.7 dB(A) at nearby are which are located 2.5 km to 6.8 km from Pune Civil Enclave. As Pune Civil Enclave is already in operation, therefore, impact of noise levels due to the operation of existing Pune Civil Enclave is included in monitored background noise levels. However, noise mitigation measures to be implemented at and around the existing Pune Civil Enclave will further reduce the noise levels in nearby settlements.

ABC Techno Labs India Private Limited 4 -39 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures DG Sets

For power back up 5 DG sets of 1250 kVA capacities each will be available at the Pune Civil Enclave to meet the power requirement in the event of grid power failure. DG Sets will be provided with acoustic enclosures as per CPCB guidelines. Therefore, noise level will be essentially within 75 dB(A), as per prescribed noise standards.

It is evident from the above discussions that generation of noise level from aircraft landing and take-off operation will be for a short duration (few seconds). Hence, the overall impact on noise levels is rated as follows:

Impact Rating Noise Level Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Low Significance of Impact Low

Mitigation Measures

 The compliance of all standards prescribed by the ICAO during operation of aircrafts by preventive maintenance and monitoring,  Proper traffic management has been prepared to ensure that there is no traffic congestion at the airport. It helps in reduction of vehicular noise emissions from the airport,  DG sets have been provided with acoustic enclosure as per CPCB guidelines,  Terminal building will be sound proof,  Ground staff wears earplug while attending the aircraft,  Green belt, landscaping and boundary at the airport act as barrier for noise;  Monitoring of ambient air quality/source emission will be carried out as per monitoring plan.

ABC Techno Labs India Private Limited 4 -40 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.4.7 Traffic Management

Pune Airport is located approximately 10 km northeast of Pune in the state of Maharashtra, India. At Pune Civil Enclave traffic circulation and management have been provided in such a way no traffic jam during passenger drop and pick up.

At the arrival and departure of proposed integrated terminal building, there will be proper traffic circulation and management. After construction of new terminal building, there is no possibility of traffic congestion on the Pune Civil Enclave as proper traffic management has been designed. Hence, overall impact on traffic management during operation phase after construction of new integrated terminal building at Pune Civil Enclave is rated as follows:

Environmental Impact Rating Traffic Management Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence Moderate Severity of Impact Slight Significance of Impact Negligible

Mitigation Measures

 All vehicles will be parked in designated parking area only;  Road crossings will be well marked and signalled.  Informatory and warning signages will be retro reflective type provided, clearly visible in the night.  Marshals will be deployed to guide the vehicles and stop vehicles to avoid traffic jam at arrival and departure of Pune Civil Enclave.

ABC Techno Labs India Private Limited 4 -41 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.4.8 Terrestrial Ecology

Total 31 trees are growing on the site received from IAF. During the design of new terminal building and other facilities, 12 trees have been saved, while 19 trees need will be felled after obtaining permission from Pune Municipal Corporation. Airports Authority of India has already applied to Pune Municipal Corporation for obtaining permission for cutting of trees. AAI has planned to plant 57 numbers of trees to compensate cutting 19 trees. It is proposed that landscaping and green belt will be developed around open space of proposed terminal building. For irrigation of green belt, treated waste water from STP is available and same shall be used. This has positive and long term beneficial impact on terrestrial ecology of the area. Hence, overall impact on terrestrial ecology during operation phase is rated as follows:

Environmental Impact Rating Terrestrial Ecology Nature of Impact Beneficial Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence High Severity of Impact Low Significance of Impact Minor

Mitigation Measures

 Landscaping/ plantation/greenery will be increased after new terminal building.  Indigenous species of trees will be planted after new terminal building

4.4.9 Heritage Structures

There is no heritage, historical or archaeological structure in the area around the airport. Therefore, no impact is anticipated due to construction of new terminal building at existing Pune Civil Enclave. Hence, no mitigation measure is required.

ABC Techno Labs India Private Limited 4 -42 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures

4.4.10 Occupational Hazards and Safety

The most significant occupational hazards from the airport operation at the existing and after proposed facilities may include; collisions with moving ground service vehicles, or taxing aircraft, high noise levels near aircraft, jet engine hazards, sucking of person in to aircraft jet engine, fire in terminal building, etc. The overall impact on occupational hazards and safety during operation phase is rated as follows:

Environmental Impact Rating Occupational Hazard & Safety Nature of Impact Adverse Duration of Impact Long term Impacted Area Localized Likelihood of Occurrence Low Severity of Impact Slight Significance of Impact Negligible

Mitigation Measures

 Operators and workers have been certified with access to airfield operations. Workers involved in the operation of aircraft support equipment are familiar with safety procedures applicable to apron and taxiway traffic, including communications with the air control tower;  Operators are provide safety signs and pavement markings for ground support vehicle circulation and parking areas in ramps, taxiways and any other areas with a risk of collision between ground vehicles and aircraft. Delineated safety areas include high risk locations, such as jet engine suction areas to protect aircraft service workers;  All workers involved in luggage and cargo handling, whether as a regular or incidental aspect of their work function, are trained in the use of proper lifting, bending and turning techniques to avoid back injury or extremities. Particular attention is placed on the handling of luggage and cargo in aircraft holds which often do not have adequate standing height (requiring special lifting or pushing techniques) and which may present tripping and slipping hazards.

ABC Techno Labs India Private Limited 4 -43 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures  Workers will be provided with appropriate Personal Protective Equipments (PPEs), such as knee pads, when accessing cargo holds;  Safety features of ground support vehicles will be maintained, including back-up alarms, moving part guards and emergency stop switches  The frequency and duration of worker assignments to heavy lifting activities will be mitigated through rotations and rest periods;  Operators have facility for mechanizing luggage handling activities, such as the use of conveyors that extend into the cargo holds; and  Operators will be trained on the prevention of heat stress, including the identification of early symptoms and management techniques (e.g. hydration, rest). Workers will be provided with the necessary clothing and fluids to prevent weather related stress.  Fire fighting facilities will be provided in new terminal building.

General Safety Measures

 Shield guards or guard railings have been installed at all belts, pulleys, gears and other moving parts;  Conveyors and similar machinery have been provided with a means for stopping them at any point ;  Elevated platforms & walkways, and stairways & ramps will be equipped with handrails, toe-boards and non-slip surfaces;  Electrical equipment will be grounded, well insulated and conform to applicable codes;  Employees will be provided with hard hats, safety boots, eye and ear protection and snug fitting gloves, as appropriate;  Procedures will be strictly enforced for the storage, handling and transport of explosives, flammable and hazardous materials.

General Health Measures

 Necessary control measures like ear muff and ear plug, high visible vest with refractive tape will be provided to ground staffs at the Pune Civil Enclave.

ABC Techno Labs India Private Limited 4 -44 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Anticipated Environmental Impacts & Mitigation Measures  Personnel required to work in areas of high temperature and/or high humidity will be allowed to take frequent breaks away from these areas; and  Pre-employment and periodic audiometric medical examinations will be conducted for personnel potentially exposed to high noise areas.

4.4.11 Impacts to Socio-Economic Environment

During operation phase new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi - level car park and cargo terminal at civil enclave will open additional direct and indirect job opportunities in the area and region. Further, it will attract more and more tourist, commercial and developmental activities in the area. Therefore, positive impacts are anticipated on socio-economic environment during operation phase after extension.

Employment and Economic Growth

The new integrated terminal building, Pune Civil Enclave will result in a boost in tourism and commercial activities in the region. This will improve direct and indirect employment opportunities, revenue generation, commercial and industrial activities; therefore, resulting in positive impact on the employment and economic growth of the region. Hence, overall impact during operation phase is rated as:

Environmental Impact Rating Employment & Economic Growth Nature of Impact Beneficial Duration of Impact Long term Impacted Area Regional Likelihood of Occurrence High Severity of Impact Medium Significance of Impact Moderate

ABC Techno Labs India Private Limited 4 -45 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

Chapter-5

ANALYSIS OF ALTERNATIVES

5.1 Introduction

The consideration of alternatives of the new integrated terminal building and associated works at Pune Civil Enclave is one of the more proactive sides of environmental assessment - enhancing the project design through examining options instead of only focusing on the more defensive task of reducing adverse impacts of a single design. This calls for the systematic comparison of feasible alternatives for the new integrated terminal building at Pune Airport, technology and operational alternatives. Feasible alternatives are compared in terms of their potential environmental impacts, capital and recurrent costs, suitability under local conditions and institutional, training and monitoring requirements.

Examining feasible alternative means of carrying out a task involves answering the following three questions:

(i) What are the alternatives? (ii) What are the environmental impacts associated with each alternative? and (iii) What is the rationale for selecting the preferred alternative?

5.2 Alternative of Project Site

The existing terminal building at Pune Civil Enclave has saturated. In view of the future traffic growth at Pune Civil Enclave, there is an urgent need requirement of construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave at the available land within the civil enclave premises. The site for proposed new integrated terminal building and associated facilities will be within existing and 15.84 Acres

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land provided by IAF to AAI adjacent to existing civil enclave. Therefore, no alternative site has been considered for new integrated terminal building.

5.3 Alternative for New Integrated Terminal Building

Under the proposed project, new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at civil enclave are proposed by AAI. New Integrated Terminal Building with area of 35000 sqm (excluding 11986 sqm for Basement) is desired. The building will be provided with aesthetically appealing & soothing interior decoration matching the modern structure. In additional expansion of existing Apron towards East side for 4 Nos. Code "C" (AB321/B737) type of aircrafts along with associated Link Taxi track having an apron and taxi track area of 20800sqm (approx.) and shoulder area of 6050 sqm approx.) are proposed connecting the expanded apron to the parallel taxi and associated shoulders, GSE Area etc.

The planning and design of multilevel car park is also proposed with all amenities for at least 1000 cars with additional future provision for 500 cars and surface parking for VIP cars & 10 buses, separate car / scooter park area for AAI and airlines staff at appropriate location. 2 floors of commercial space and other passenger facilities i.e. ground and first floor shall be provided in the multilevel car park.

5.4 Alternative for Energy Conservation Measures

During design and construction of new integrated terminal building, reconstruction of old terminal building and associated facilities at the Pune Civil Enclave necessary measures will be taken for conservation of energy in line with “Energy Conservation Building Code–2017” and “National Building Code 2016”. The important energy conservation measures proposed for new terminal building are described below:

ABC Techno Labs India Private Limited 5-2 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

 Airport Terminal building have been designed and constructed for GRIHA Rating 4 star,  Use of Energy Efficient building material & glass,  Use of LED lamps instead of GLS lamps,  Use of Solar Backed up Light Emitting Diode Lamps instead of par lamps,  Energy efficient HVAC system,  Solar passive techniques for terminal building,  Use of 5 star BEE energy efficiency rating electrical equipments,  Microprocessor-based Building Management System (BMS) will be installed for minimization of energy consumption,  Automatic lighting on/ off control system will be provided in the airport area for optimum utilization of energy.

It is proposed that 150 KW solar power generation plant will be established at the airport to produce clean energy.

By adopting above measures about 30% energy will be saved.

5.5 Alternative for Green Building

It is proposed that all works necessary will achieve 4 stars GRIHA Rating. GRIHA is an acronym for Green Rating for Integrated Habitat Assessment. GRIHA is a rating tool that helps to assess the performance of their building against certain nationally acceptable benchmarks. It evaluates the environmental performance of a building holistically over its entire life cycle, thereby providing a definitive standard for what constitutes a ‘green building’. The rating system, based on accepted energy and environmental principles, will seek to strike a balance between the established practices and emerging concepts, both national and international.

Total 31 trees are growing on the site received from IAF. During the design of new terminal building and other facilities, 12 trees have been saved, while 19 trees need will be felled after obtaining permission from Pune Municipal Corporation.

ABC Techno Labs India Private Limited 5-3 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Description of Project

Airports Authority of India has already applied to Pune Municipal Corporation for obtaining permission for cutting of trees. AAI has planned to plant 57 numbers of trees to compensate cutting 19 trees.

ABC Techno Labs India Private Limited 5-4 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Monitoring Plan

CHAPTER 6

ENVIRONMENTAL MONITORING PLAN

6.1 Statutory Compliance /Returns

The Airports Authority of India will submit required statutory returns/compliance reports for compliance of conditions of environmental clearance to be obtained for proposed new Integrated Terminal Building, Reconstruction of Old Terminal Building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Pune Civil Enclave as per the following schedule:

 Submission of half yearly compliance report in respect of the stipulated prior environmental clearance’s terms and conditions in hard and soft copies to the Regional Office of Ministry of Environment, Forest and Climate Change (MoEF&CC) on 1st June and 1st December of each calendar year  Submission of environmental statement for the financial year ending 31st March to the concerned regulatory authority on or before 30th September every year.  Submission of Water Cess returns in Form 1 as per Rule 4 (1) of The Water (Prevention & Control of Pollution) Cess Rules 1978 on or before the 5th of every calendar month.

6.2 Environmental Monitoring

To ensure the effective implementation of the mitigation measures and environmental management plan during construction and operation phases of proposed new Integrated Terminal Building, Reconstruction of Old Terminal Building (7000 m), modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Pune Civil Enclave, it is essential that an effective Environmental Monitoring Plan be designed and followed during construction and operation phases. Suitable mitigation measures will be taken in case monitored parameters are exceeding the stipulated limits. As part of post project monitoring, Airports Authority of India will collect and monitor following data regularly:

ABC Techno Labs India Private Limited 6-1 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Monitoring Plan

 Meteorological data collection at the Pune Civil Enclave.  Compilation of emission inventory to quantify airport sources and the contribution to baseline emissions  Compilation of the emission inventory for aircraft sources will be undertaken.  Continuous noise level monitoring by online integrated noise meters within Pune Civil Enclave premises. This noise meter will be connected to central monitoring station where all the data is stored and processed.

6.2.1 Ambient Air Quality (AAQ) Monitoring

Ambient air quality parameters recommended for construction and operation

of Pune Civil Enclave are PM2.5, PM10, NO2, SO2 and CO. These are to be monitored at designated locations starting from the commencement of construction activities. Ambient air quality monitoring data will be generated twice in a week once in a season during construction phase and operation phase at all identified locations in accordance to the National Ambient Air Quantity Standards.

6.2.2 Water Quality Monitoring

The parameters relevant for analysis of quality of treated waste water from STP are pH, total dissolved solids, total suspended solids, BOD, COD, oil & grease, etc. The sampling and analysis of ground water quality will be carried out in accordance with the Indian Standard Drinking Water Specification - IS 10500:2012.

6.2.3 Noise Levels Monitoring

The measurements of noise levels would be carried out at the boundaries of Pune Civil Enclave after construction of new terminal building and associated facilities in accordance to the Ambient Noise Standards formulated by Ministry of Environment, Forest and Climate Change (MoEF&CC). Noise level would be

ABC Techno Labs India Private Limited 6-2 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Monitoring Plan

monitored on twenty-four hourly basis. Noise will be recorded at “A” weighted frequency using a slow time response mode of the measuring instrument.

6.2.4 Soil

During construction and operation phases of new integrated terminal building and associated facilities at Pune Civil Enclave, soil may be contaminated if suitable mitigation measures are not taken. Therefore, composite sample of soil will be collected and analyzed during construction and operation phases.

Environmental monitoring plan for various environmental parameters is given in Table 6.1:

ABC Techno Labs India Private Limited 6-3

6-4 anded anded

harashtra) harashtra)

Duration/ Duration/ Frequency Continuous 24- hourly, once in season Continuous 24- hourly, once in season Once in six months during the phase construction Once in six months during the operation phase Once in month Once in season during the phase construction Once in season during the operation phase oundary oundary B

Environmental Monitoring Plan Plan Monitoring Environmental Enclave, Pune Airport (Ma

Locations Locations

Building, Modification of existing exp of existing Modification Building, Existing Pune Civil Pune Civil Existing Enclave Pune Civil Existing Enclave the at One sample Enclave Pune Civil Enclave Pune Civil of One sample water waste treated of STP at outlet 4 locations on the Pune boundary of Civil Enclave building Terminal arrival and departure, of Pune Civil Enclave Enclave of Pune Civil .

d Cargo Terminal at Civil Cargo Terminal at Civil d Standards Standards National Ambient National Ambient Quality Standards National Ambient Quality Standards As per potable quality water standards (IS 10500) As per potable quality water standards (IS 10500) prescribed As per standards National As per Noise standards National As per Noise standards , , 2 2

, NO , NO 2 2 al Monitoring Plan for Pune Civil Enclave

, SO , SO 10 10

Multi -Level Car Park an Park Car Multi -Level Parameter , PM , PM 2.5 2.5 inal Building, of Old Reconstruction Terminal PM PM Parameters as per IS 10500:2012 Parameters as per IS 10500:2012 BOD, TSS, TDS, pH, Grease Oil & COD, Time Day and Night dB (A) Noise Level in Time Day and Night dB (A) Noise Level in CO CO

Table 6.1: Environment

iated City Side facilities, iated City Side Project stage Phase Construction Operation Phase Stage Construction Operation Phase Operation Phase Phase Construction Operation Phase Environmental Environmental Component Air Water Quality Waste Treated Water from STP Noise

EIA for Construction of New Integrated Term of New EIA for Construction Terminal Building, Assoc ABC Techno Labs India Private Limited

6-5 anded anded

harashtra) harashtra) Duration/ Duration/ Frequency Pre and Post and Post Pre and Post Pre construction phase construction Monsoon during the Monsoon for 5 years 5 years Monsoon for

Environmental Monitoring Plan Plan Monitoring Environmental Enclave, Pune Airport (Ma

Locations Locations

Building, Modification of existing exp of existing Modification Building, At Pune Civil Enclave Enclave At Pune Civil Enclave At Pune Civil

d Cargo Terminal at Civil Cargo Terminal at Civil d As per EMP As per EMP As per EMP Standards Standards -chemical -chemical

Multi -Level Car Park an Park Car Multi -Level Parameter

inal Building, of Old Reconstruction Terminal Composite sample Composite sample for from the site Physio parameters Composite sample from the site for Physio parameters

iated City Side facilities, iated City Side Project stage Construction Operation Environmental Environmental Component Soil

EIA for Construction of New Integrated Term of New EIA for Construction Terminal Building, Assoc ABC Techno Labs India Private Limited EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Monitoring Plan

6.3 Environmental Reporting System

Monitoring and evaluation are critical activities in implementation of environmental management measures. The reporting system will operate linearly with the contractor who is at the lowest rung of the implementation system reporting to the Airports Authority of India. All reporting by the contractor will be on a monthly basis.

The compliance monitoring and the progress reports on environmental components may be clubbed together and submitted to the Airports Authority of India monthly during the implementation period. The operation stage monitoring reports may be half yearly and annually provided the project Environmental Completion Report shows that the implementation was satisfactory.

Responsibilities for overseeing will rest with the Airports Authority of India. Capacity to quantitatively monitor relevant environmental/ecological parameters would be an advantage but monitoring will primarily involve ensuring that actions taken are in accordance with contract and specification clauses, and specified mitigation measures as per the Environmental Management Plan (EMP).

During the implementation period, a compliance report may include description of the items of EMP. It would also report to the management about actions taken to enforce compliance. It may however, be noted that certain items of the EMP might not be possibly complied with for a variety of reasons. The intention of the compliance report is not to suppress these issues but to bring out the circumstances and reasons for which compliance was not possible. This would help in reinforcing the implementation of the EMP.

The photographic records will also be established to provide useful environmental monitoring tools. A full record will be kept as part of normal

ABC Techno Labs India Private Limited 6-6 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Monitoring Plan

contract monitoring. Reporting and Monitoring Systems for various stages of construction and related activities have been proposed to ensure timely and effective implementation of the EMP.

The reporting system has been prepared for the following phases of the proposed new integrated terminal building at Pune Civil Enclave, viz:

 Pre construction stage  Construction Stage, and  Operation Stage

6.4 Environmental Monitoring Cost

The budget for environmental monitoring for construction and operation phases of the proposed new integrated terminal building at Pune Civil Enclave has been estimated and presented in Table 6.3. The construction phase monitoring period for the Pune Civil Enclave has been considered for 3 years while for operation phase monitoring period has been taken for 5 years.

ABC Techno Labs India Private Limited 6-7

6-8

anded anded (Rs) (Rs) 81000 24000 60000 30000 75000 270000 300000 125000 harashtra) harashtra) Total Cost

4 18 60 60 10 10 50 when when As and Quantity necessary -

Environmental Monitoring Plan Plan Monitoring Environmental Enclave, Pune Airport (Ma Rs 3000/ Unit Cost Rs 4,500/- Rs 4,500/- Rs 5,000/- Rs 6,000/- Rs 6,000/- Rs 2,500/- per sample per sample per sample per sample per sample per sample per sample Rs. 2,500/-

Building, Modification of existing exp of existing Modification Building,

years

d Cargo Terminal at Civil Cargo Terminal at Civil d 6 Month in 6 months for 5 Unit Continuous 24-hourly, twice a week once in every season during Construction Phase samples every1 no of year for 5 years Continuous 24-hourly, twice a week once in season for 5 years Pre and Post Monsoon Pre and Post Monsoon Every No. of Samples One day hourly measurement, once

Multi -Level Car Park an Park Car Multi -Level

inal Building, of Old Reconstruction Terminal

for 5 years of operation

Table 6.2 - Cost of Environmental Monitoring

phase Item Ambient Air Quality monitoring at construction site in tandem activities at 4 construction with sides boundary of the Pune Civil Enclave Six Monthly Monitoring of DG sets emissions qualityAmbient air monitoring during operation phase at 4 locations for Ground water at the site construction period Ground Water at Site for 5 years of operation phase waste water from Treated Plant outlet Sewage Treatment (STP) At equipment yard Ambient noise levels at constructionmonitoring site construction with tandem in activities at 4 sides boundary of the Pune Civil Enclave site

iated City Side facilities, iated City Side Stage Stage Construction Operation Construction Operation Construction

Air Water Noise Component

EIA for Construction of New Integrated Term of New EIA for Construction Terminal Building, Assoc ABC Techno Labs India Private Limited

6-9

anded anded (Rs) (Rs) 24000 60000 100000 harashtra) harashtra) 1149000 Total Cost 4 40 10 Quantity

Environmental Monitoring Plan Plan Monitoring Environmental Enclave, Pune Airport (Ma Unit Cost Rs 2,500/- Rs 6,000/- Rs 6,000/- per sample per sample per sample

Building, Modification of existing exp of existing Modification Building, for 5 yearsfor 5

years

d Cargo Terminal at Civil Cargo Terminal at Civil d 6 months Pre and Post Monsoon Pre and Post Monsoon for 5 Unit One day hourly measurement, once in

Multi -Level Car Park an Park Car Multi -Level off and landing

inal Building, of Old Reconstruction Terminal

Item buildingTerminal arrival and departure, take side of boundary Composite sample from the site for Physio-chemical parameters Composite sample from the site for Physio-chemical parameters Total

iated City Side facilities, iated City Side Stage Stage Operation Construction Operation Soil Component

EIA for Construction of New Integrated Term of New EIA for Construction Terminal Building, Assoc ABC Techno Labs India Private Limited EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi - Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Risk Assessment & Disaster Management Plan

CHAPTER – 7

ADDITIONAL STUDIES

7.1 Risk Assessment & Disaster Management Plan

7.1.1 Introduction

Hazard Analysis involves the identification and quantification of various probable hazards (unsafe conditions) that may occur at the existing and new integrated terminal building at Pune Civil Enclave. On the other hand, risk analysis deals with the identification and quantification of risks, the equipment/facilities and personnel exposed, due to accidents resulting from the hazards present at the Pune Civil Enclave.

Hazard occurrence at the new integrated terminal building at Pune Civil Enclave may result in on-site implications, like:

 Storage of HSD for DG sets operation in underground tanks;  Fire in ATF Tanks  Leakage of flammable materials, like, HSD followed by fire;  Bomb threat at terminal building, cargo terminal and aircraft; and  Natural calamities like, earthquake, cyclone, high winds, etc.

Other incidents, which can also result in a disaster at the new integrated terminal building at Pune Civil Enclave, are:

 Agitation/forced entry by external group of people; and  Sabotage;  Air raids; and  Crashing of aircrafts i.e. while landing or take-off.

Risk analysis follows an extensive hazard identification and analysis. It involves the identification and assessment of risks to the people exposed to hazards present. This requires a thorough knowledge of failure probability, credible accident scenario, vulnerability of populations, etc. For emergency response

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planning, risk analysis is carried out for worst case scenarios.

7.1.2 Approach for the Risk Analysis

Risk involves the occurrence or potential occurrence of various type accidents consisting of an event or sequence of events. The risk analysis assessment study covers the following:

 Identification of potential hazard areas;  Identification of representative failure cases;  Visualization of the resulting scenarios in terms of fire and explosion;  Assess the overall damage potential of the identified hazardous events and the impact zones from the accidental scenarios;  Assess the overall suitability of the site from hazard minimization and disaster mitigation points of view;  Furnish specific recommendations on the minimization of the worst accident possibilities; and  Preparation of disaster management plan (DMP), on-site and off-site emergency response plan.

7.1.3 Hazard Identification

Preliminary hazards analysis is based on the philosophy "Prevention is better than cure".

Identification of hazards at the Pune Civil Enclave is of primary significance in the risk analysis, quantification and cost effective control of accidents. A classical definition of – hazard states that hazard is in fact the characteristic of system that presents potential for an accident. Hence, all the components of a system need to be thoroughly examined to assess their potential for initiating or propagating an unplanned event/sequence of events, which can be termed as an accident. Hazard identification has been carried out in the purview of following:

 Identification of hazards based on Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 (as amended in 2000); and  Identification of hazards due to handling and storage of HSD based on

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qualitative/quantitative techniques.

7.1.4 Tank farm Details for fueling of Aircraft and Ground Support Vehicles

Airport Authority of India is not engaged in fueling of Aircraft and Ground Support Vehicles. Petroleum Oil Public Sector Companies like IOCL, BPCL and HPCL are engaged in fueling of Aircraft and Ground Support Vehicles. Storage and handling of ATF and High Speed Diesel (HSD) are carried by OISD guidelines. These ATF and High Speed Diesel storage and handling facilities are having approval from PESO.

7.1.5 Identification of Hazards Due to Storage of HSD and ATF

At the airport, HSD is stored and handled for DG sets operation while ATF is stored for refueling of aircraft. It is essential to have comprehensive information on High Speed Diesel (HSD) and Aviation Turbine Fuel (ATF) being handled at the Pune Civil Enclave . An understanding of their physico-chemical properties of HSD will help for hazard identification.

High Speed Diesel (HSD)

High speed diesel is a mixture of straight run product (150 °C and 350 °C) with varying amount of selected cracked distillates and is composed of saturated hydrocarbons (primarily paraffins including iso, and cycloparaffins), and aromatic hydrocarbons (including napthalenes and alkylbenzenes). Its exact composition depends on the source of crude oil from which it is produced and the refining methods used.

Physical properties of high speed diesel are as given below:

Boiling point/Range : 215 – 376 oC Physical state : Liquid Appearance : Yellowish Brown Vapour pressure : 2.12 to 26mm Hg at 21 oC Odour : Perceptible Odour Solubility in water @ 30 deg.C : Insoluble Specific gravity : 0.86 - 0.90 at 20 °C

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Pour Point : 6 - 18 °C Flammability : Yes LEL : 0.6% UEL : 6% Flash point (deg C) : 32 (°C) TDG Flammability : Class 3 Auto Ignition Temp : 225 °C

HSD presents a moderate fire hazard. On heating, it can cause pressure rise with risk of bursting and subsequent explosion. It also forms explosive mixture with air particularly in an empty container

Aviation Turbine Fuel (ATF)

Aviation Turbine Fuel (ATF) is clear colourless to yellow liquid with slight petroleum odor. It is flammable liquid and highly flammable in presence of open flame and spark. The flammability of ATF is ranked as 2 by National Fire Protection Association (NFPA).

Physical and chemical properties of ATF are as given below:

Boiling Point : 160°C Specific Gravity : 0.81 (Water = 1) at 15.6 oC Vapor Pressure : 1 kPa (@ 37.8°C) Vapor Density : 5.7 (Air = 1) Auto-Ignition Temperature : 210°C Flash Points : 38°C Flammable Limits : Lower: 0.7% Upper: 5 % Viscosity : 8 cSt @ -20.0 °C Solubility : Low PPM range in water

7.1.6 Identification of Hazards Based on MSIHC Rule, 2000

Manufacturing, Storage, Import of Hazardous Chemicals Rules, 1989 (amended in 2000) has been enforced by Govt. of India under Environment (Protection) Act, 1986. For the purpose of identifying hazard installations the rules employ certain criteria based on toxic, flammable and explosive properties of chemicals. MSIHC

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Rule is applicable for storage of HSD and ATF at the existing Pune Civil Enclave.

7.1.7 Hazardous Conditions

An accidental release of HSD for DG operation and ATF from tanks or piping during unloading and filling in aircraft may result in formation of fixed or spreading pool of released qualities. In case of immediate ignition a pool fire will result. Delayed ignition may result in explosion or flash fire, if quantity of explosive mass is sufficient and some confinement is present.

Pool Fire

A leak or spill of sufficient quantities of petroleum product will result in an accumulation of petroleum product on the ground. If ignited, the resulting fire is known as spreading or fixed pool fire. In case any object comes in contact with the flame above the pool, it will be severely damaged or destroyed and personnel exposed to flame will suffer extensive burn injuries. Objects and personnel outside the actual flame volume may also be affected or injured by radiant heat. The extent of damage or injury depends on the heat flux and duration of fire and exposure. If a large area of the body receives second and third degree burns, it can result in fatalities.

The extent of injury to people depends on the heat flux and duration of exposure. The extent of damage to personnel and property depends on the size of the pool and the duration of fire.

Thermal Effects

In case of fire, thermal effect is likely to cause injury or damage to people and objects. A substantial body of experimental data exists and forms the basis for thermal effect estimation. The consequence caused by exposure to heat radiation is a function of:

 Radiation energy onto the human body [kW/m2];  Exposure duration [sec];  Protection of the skin tissue (clothed or naked body).

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The following damage distances for thermal radiation have been used:

37.5 kW/m2 : Damage to process equipment. 100% fatality in 1 min. 1% fatality in 10 sec. 12.5 kW/m2 : First degree burn for 10 sec. exposure 4.0 kW/m2 : First degree burn for 30 sec. exposure

Vapour Cloud Explosion/Flash fire

Vapour cloud explosion scenarios have been considered for confined (over pressure scenario) as well as non-confined scenario (flash fire).

If a released HSD and ATF are not ignited directly, the vapour cloud will spread in the surrounding area towards wind direction. The drifting cloud will mix with air. As long as the vapour concentration is between the lower and upper explosion limits, the vapour cloud may be set on fire by an ignition source. In case of delayed ignition of a vapour cloud, two physical effects may occur: a flash fire (non-confined) over the whole length of the flammable vapour cloud; a vapour cloud explosion (confined) which results in blast wave, with typical peak overpressures circular around the ignition source. For generation of overpressure effects, some degree of confinement of the flammable cloud is required. The extent of injury to people & damage to property or environment depends on the cloud size, explosive mass in the cloud and the degree of confinement at the time of ignition.

Delayed Ignition & Explosion

In case of delayed ignition of a natural vapour cloud, two physical effects may occur:

 A flash fire (non confined explosion) over the whole length of the explosive vapour cloud;  A vapour cloud explosion (confined explosion) that results in blast wave, with typical peak overpressures circular around the ignition source. For generation of overpressure effects, some degree of confinement of the flammable cloud is required.

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The following Table 7.1 gives damage criteria with respect to the peak overpressures resulting from a blast wave:

Table 7.1 Damage Effects due to Overpressures Peak Overpressure Damage Type 0.830 bar Total Destruction 0.350 bar Heavy Damage 0.170 bar Moderate Damage 0.100 bar Minor Damage

The Table 7.2 below gives an illustrative listing of damage effects caused by peak overpressure.

Table 7.2: Illustrative Damage Effects due to Overpressures Peak Overpressure Failure (Bar) 0.005 5 % Window Shattering 0.02 50 % Window Shattering 0.07 Collapse of a roof of a tank 0.07-0.14 Connection failure of panelling 0.08-0.1 Minor Damage to Steel Framework 0.15-0.2 Concrete block wall shattered 0.2 Collapse of Steel Framework 0.2-0.3 Collapse of self framing Steel panel building 0.2-0.3 Ripping of empty oil tanks 0.2-0.3 Deformation of a pipe bridge 0.2-0.4 Big trees topple over 0.3 Panelling torn off 0.35-0.4 Piping failure 0.35-0.8 Damage to Distillation Column 0.4-0.85 Collapse of pipe bridge 0.5 Loaded Train Wagon overturned 0.5 Brick walls shattered 0.5-1.0 Movement of round tank, failure of connecting piping (Source: TNO)

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7.1.8 Maximum Credible Accident Analysis (MCAA)

At the Pune Civil Enclave, HSD and ATF may be released as a result of failures of hose pipe used for loading and unloading or catastrophic rupture of pipe or pipe connection, causing possible fire and explosion resulting damage human and property in the surrounding area. This section deals with the question of how the consequences of the release of such substances and the damage to the surrounding area can be determined by means of models. Maximum Credible Accident analysis encompasses certain techniques to identify the hazards and calculate the consequent effects in terms of damage distances of heat radiation, vapor cloud explosion, etc. Depending upon the effective hazardous attributes and their impact on the event, the maximum effect on the surrounding environment and the respective damage caused can be assessed.

The Pune Civil Enclave may mainly pose flammable and explosion hazards due to unwanted release or leakage of HSD and ATF. Consequence analysis is basically a study of quantitative analysis of hazards due to various failure scenarios. It is that part of risk analysis, which considers failure cases and the damage caused by these failure cases. It is done in order to form an opinion on potentially hazardous outcome of accidents and their possible consequences. The reason and purpose of consequence analysis are many folds like:

- Estimation of consequence distances; - Design Criteria. - Protection of other installations; and - Emergency Planning;

The results of consequence analysis are useful for getting information about all known and unknown effects that are of importance when some failure scenario occurs and also to get information as how to deal with the possible catastrophic events.

7.3.9 Scenarios Considered for Consequence Analysis

HSD is stored in underground tank as per Oil Industry Safety Directorate (OISD), therefore, possibility of fire and explosion in underground storage tank

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is negligible. The selected scenarios for consequence calculations are given in Table 7.3.

Table 7.3: Selected Scenarios for Consequence Calculations Scenario Description Outcomes No. 1. Leakage of HSD from unloading Pool Fire/ Vapour Cloud hose followed by Immediate/ Explosion/ Flash Fire delayed ignition 2. Leakage during filling of ATF in Pool Fire/ Vapour Cloud Aircraft followed by Immediate/ Explosion/ Flash Fire delayed ignition 3. ATF Tanker on fire Pool Fire/ Vapour Cloud Explosion/ Flash Fire Note: Vapour Cloud Explosion (Confined) and Flash Fire (Non-confined)

Model Used For Consequence Analysis

The consequence analysis studies involve a large number of calculations for which established computing aids are essential. PHAST software of DNV has been used to perform the consequence calculations. PHAST is a consequence and risk assessment software for calculation of physical effects (fire, explosion, atmospheric dispersion) of the escape of hazardous materials. PHAST software allows detailed modelling and quantitative assessment of release of pure and mixtures of liquid and gaseous chemicals.

7.3.10Consequence Analysis

Scenario-1: Leakage of HSD from unloading hose followed by Immediate/ delayed ignition

On release of HSD from unloading hose, HSD will be spread on the ground and spread pool of HSD will be formed. On early or delayed ignition, spread pool fire will be observed. Consequence calculations for HSD from unloading hose followed by fire have been carried out as per the details given below:

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 Pool Fire Heat Radiation

On ignition of spreading pool, thermal radiation distances will be as given: Radiation Level Thermal Radiation Level Distances (m) 4 m/s – B 3 m/s – D 3 m/s - E 37.5 kW/m2 Not Reached Not Reached Not Reached 12.5 kW/m2 26.16 22.59 24.09 4 kW/m2 56.61 51.83 52.61

Thermal radiation radii from spreading pool fire are shown in Figure 7.1.

Figure 7.1: Intensity Radii for Late Pool Fire for Leakage of HSD from Unloading Hose

Vapour Cloud Explosion: In the event of delayed ignition after release of HSD, vapours of HSD will be generated from the surface of spreading pool and dispersed into the atmosphere towards prevailing wind directions. However, no vapour cloud explosion will be occurred:

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Scenario-2: Rupture of Hose filling of ATF in Aircraft followed by Immediate/delayed ignition

On release of ATF during filling aircraft, ATF will be spread on the ground and spread pool of ATF will be formed. On early or delayed ignition, spread pool fire will be observed. Consequence calculations for ATF from filling hose followed by fire have been carried out as per the details given below:

 Pool Fire Heat Radiation

On ignition of spreading pool, thermal radiation distances will be as given: Radiation Level Thermal Radiation Level Distances (m) 4 m/s – B 3 m/s – D 3 m/s - E 37.5 kW/m2 Not Reached Not Reached Not Reached 12.5 kW/m2 16.93 16.06 16.79 4 kW/m2 34.04 33.18 33.62

Thermal radiation radii from spreading pool fire are shown in Figure 7.2.

Vapour Cloud Explosion: In the event of delayed ignition after release of ATF, vapours of ATF will be generated from the surface of spreading pool and dispersed into the atmosphere towards prevailing wind directions. However, no vapour cloud explosion will be occurred:

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Figure 7.2: Intensity Radii for Late Pool Fire for Leakage of ATF from Loading Hose

Scenario - 3: ATF Tanker on Fire

In the event of ATF tank on fire, thermal radiation will be occurred in the surrounding area. Thermal radiation distances will be as given: Radiation Level Thermal Radiation Level Distances (m) 4 m/s – B 3 m/s – D 3 m/s - E 37.5 kW/m2 Not Reached Not Reached Not Reached 12.5 kW/m2 24.74 24.35 24.95 4 kW/m2 58.45 56.81 57.92

Thermal radiation radii from tank on fire are shown in Figure 7.3.

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Figure 7.3: Intensity Radii for ATF Tanker on Fire

Explosion Effects: In the event of fire in ATF tanker, explosion may take place. Maximum distances for overpressure are as given below:

Distances (m) Concentrations 4 m/s – B 3 m/s – D 3 m/s - E Over Pressure 85.01 102.28 87.79

Late explosion worst case radii distances are shown in Figure 7.4.

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Figure 7.4: Late Explosion Worst Case Radii for ATF Tanker on Fire

7.1.11Risk Mitigation Measures

The risk mitigation measures already being taken at Pune Civil Enclave are as given below:

 Prompt action in the event of an accidental release of HSD or ATF is essential.  Where there is a possibility of a flammable liquid spill, provisions have been made to ensure as follows: (i) the spread of the spill is limited; (ii) non- flammable absorbent material is available for immediate use; (iii) ignition sources can be quickly removed; and (iv) the area is well ventilated.  Routine testing and inspection are carried out for storage area, hoses and fueling tanker and record will be maintained.  Leakages from tanker is prevented by a suitable regime of preventive maintenance and inspection.

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 Heat and smoke detectors will be provided at strategic locations.  Adequate fire fighting facilities have been provided near storage and handling of HSD and ATF.  Firefighting facilities are tested as per schedule.  Ground staff near aircraft has been trained to take measure in the event of spillage and during fire emergency.  Fueling in Aircraft and DG sets ‘day tank’ is done under the supervision of trained operators.  Open vents is provided of goose neck type, covered with a 4 to 8 mesh screen to discharge the vapours of hydrocarbons from storage tanks,.  Every storage tank and tanker, including all metal connections, is electrically continuous and has been effectively earthed.  Static grounding of aircraft is ensured whenever the aircraft is parked; including during refueling and defueling.  Check list for operators for checking safety system and equipment is prepared and check records kept in safe custody.  The critical operating steps are displayed on the board near the location where applicable.  Standard Operating Procedure (SOP)” are followed while unloading or fueling the aircraft.  Mock drills are conducted in every three months involving all concerned agencies.  All concerned agencies are provided Disaster Management Plan and regular interaction are made.

Risk Mitigation Measures for Fueling of Aircrafts

 Earthing and bonding connections are attached and mechanically firm.  Equipment performing aircraft servicing function is not positioned within 3 m radius of aircraft fuel vent openings.  Equipment other than that performing aircraft servicing functions are not positioned within 15 m of aircraft during fuel servicing operations.  The accessibility to the aircraft by fire vehicles are established during aircraft fuel servicing.  Handheld intrinsically safe communication devices used within 3 m from the fuel vent is intrinsically safe.

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 For open hose discharge capacity of the aircraft fueling system, at least one listed wheeled extinguisher having a rating of not less than 80-B.  Presence of at least 2 x 9kg ABC dry powder fire extinguishers at both sides of the refueling browser / dispenser is ensured.  Spark plugs & other exposed terminal connections are insulated.  All vehicles, other than those performing fuel servicing, are not driven or parked under aircraft wings.  Electric tools, drills or similar tools likely to produce sparks or arcs are not used.  The ground service activities do not impede the egress should there be an emergency.  A clear area for emergency evacuation of the aircraft is maintained at the rear (or front) aircraft exit door.

7.2 Disaster Management Plan

The important aspect in emergency management is to prevent by technical and organizational measures, the unintentional escape of hazardous materials out of the facility and minimize accidents and losses.

Emergency planning demonstrates the organization's commitment to the safety of employees and increases the organization's safety awareness. The format and contents of the Disaster Management Plan have been developed taking into consideration the regulatory guidelines, other applicable documents and accepted industry good practice principles formulated as a result of lessons learned in actual emergencies requiring extensive emergency response. A plan can work smoothly and effectively only if the instructions are correctly and promptly followed and action taken at various levels is well coordinated.

7.2.1 Objective of Emergency Planning

The objective of the disaster management plan is to describe the emergency response organization, the resources available and response actions applicable. It deals with various types of emergencies that could occur at the Pune Civil Enclave with the response organization structure being deployed in the

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shortest time possible during an emergency. Thus, the objectives of emergency response plan can be summarized as:

 Rapid control and containment of the hazardous situation;  Minimizing the risk and impact of an event/accident; and  Effective rehabilitation of the affected persons, and prevention of damage to property.

To effectively achieve, the objectives of emergency planning, the critical elements that form the backbone of the plan are:

 Reliable and early detection of an emergency and careful planning;  The command, co-ordination, and response organization structure along with efficient trained personnel;  The availability of resources for handling emergencies;  Appropriate emergency response actions;  Effective notification and communication facilities;  Regular review and updating of the plan; and  Proper training of the personnel.

7.2.2 Categorization of Emergencies

The emergencies at the Pune Civil Enclave can be classified under several headings. These headings are listed below together with a description of the type of emergency.

i. Fires on the Ground

Fire on the ground can be aircraft related and non-aircraft related. Fire involving aircraft can be at any location on the taxiway or apron area where the aircraft is parked. Non-aircraft related fire involves mainly the terminal buildings, ATF tanker and HSD storage, etc.

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ii. Natural Disasters

The airport is located in Seismic Zone III as per seismic classification. Seismicity is a natural hazard for Pune Civil Enclave project. Therefore, necessary design measures have been taken for making structure earthquake proof.

7.2.3 Key Functions of Airport Director and Other Supporting Organizations/ Agencies/Services for mitigation of emergency at Pune Civil Enclave

Concerned officers and other external supporting organizations/ agencies/services will be called upon as necessary to mitigate crisis depending on the nature of emergency. Table below summarizes the general key functions of Airports Authority of India (AAI) and other supporting organizations/agencies/services during crisis at Pune Civil Enclave.

Sn Organization//Agencies/ Key Functions Services 1. Pune Civil Enclave Fire  Fire-fighting operations Service  Post-accident fire protection  Evacuate injured passengers to hospitals  Support structural fire-fighting and evacuation  Support mitigation of dangerous foods accidents/incidents  Inform fire brigade at Pune Civil Enclave. 2. Terminal Building  Activate Key Officials and other Management external agencies/services such as hospitals, panel doctors, ambulance services,  Activate the Emergency Response and Interaction Centre (ERIC) Group  Set up the Emergency Coordination

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Sn Organization//Agencies/ Key Functions Services Centre (ECC), Friends and Relatives Reception Centre (FRRC)  Passenger facilitation and business recovery at terminal buildings  Support terminal building evacuation 3. Engineering  Provide technical support and assistance  Support recovery efforts 4. Local Police  Guarding of site and preservation of evidence Pune Civil Enclave including eye-witness accounts and photography.  Maintain law and order at the side.

7.2.4 Emergency Operations/Coordination Centers Established for Mitigation of Emergencies

During a major disaster such as severe fire outbreak at terminal building, the various emergency operations will be established immediately to mitigate the disaster.

The emergency operations and coordination centers at Pune Civil Enclave will comprise Crisis Management Centre (CMC), Emergency Coordination Centre (ECC), and Friends and Relatives Reception Centre (FRRC). Each of them has its own functions and roles to perform during the crisis:

i. Crisis Management Centre (CMC)

Established by the AAI, the Crisis Management Centre is to function as an overall overseeing and controlling authority of the crisis mitigating process during a major on ground fire. The committee of the Crisis Management Centre comprises the following permanent and supporting members:

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The functions of the CMC include:

a. Formulate strategic plans and policies, as well as engage in high level decision making for the mitigation of crisis. b. Control, coordinate and support operations during an Incident. c. Oversee the work and progress of protracted fire-fighting and rescue, and salvage operations. d. Liaise with the airline concerned, local authorities, ministries, and governmental departments for support. e. Arrange and provide welfare to the staff involved in the mitigation of crisis. f. Regulate the release of information to the public on the facts of the aircraft disaster. g. Issue press releases and organize press conferences. h. Ensure that the post-accident operations are completed expeditiously so that the Pune Civil Enclave can resume normal operations in the shortest possible time.

ii. Emergency Coordination Centre (ECC)

Located near to Entry Gate, the Emergency Coordination Centre will be established by the Airport Director, during a major disaster, to coordinate the response and functions of the external supporting organizations, agencies, and services involved in the mitigation of the emergency. The committee of ECC comprises the following officials:

 Terminal Manager - Chairman  Engineering In-charge - Alternate Chairman  Manager - Civil  Manager - Electrical  Security Officer  CISF Representative  Police Representative

Functions of the ECC include:

a. Support incident site fire-fighting and rescue operations through liaison and

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coordination with the external organizations/agencies/ services. b. Facilitate mobilization of external resources to the crash site, such as issuing emergency passes and arranging with Apron Control for "Follow-me" vehicles. c. Arrange and facilitate visits by the VVIPs to the site (if any).

iii. Assembly Area (AA)

Assembly area is an area set up near the incident site to temporarily receive the uninjured casualties until the arrangements to transport them to the Hospital is made. Two Assembly Areas (AA) will be near parking in front of terminal building.

iv. Friends and Relatives Reception Centre (FRRC)

The FRRC serves as a secure area, away from the attentions of the media, for the friends and relatives of those involved in an accident. The documentation process within the FRRC helps to confirm who was on the site/aircraft and facilitates the reunion.

On receiving the "Fire" message, Terminal Director will set up the FRRC.

The staff shall man the FRRC, and the police shall take charge of the security of the area.

At the FRRC, the airline staff shall:

 Attempt to verify the identity of the visitors on entry;  Conduct documentation and briefing;  Update with the latest information including passenger manifest, that has been officially cleared;  Provide care and comfort including refreshments;  Arrange for doctors and/or CARE officers through ECC on a need basis.

Command structure and communication flow among various emergency / coordination centers is given below:

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Command Structure and Communication

CMC

ECC FRRC

7.2.5 Media Management

Airport Director – Chairman and his team shall take the lead to handle all press matters. They are single point media interaction. They will be responsible for developing the overall information management plan, with emphasis on strategies to manage the information flow. They will also be responsible for the preparation of press releases and the organization of press conferences.

All press personnel will first be directed to Airport Director 's Media Centre. At the Media Centre, press briefing, communications and transportation service for taking the press personnel to and from the accident site, when permissible, will be arranged/provided.

No unauthorized persons shall be allowed in the Media Centre. Only members of the press, free-lance reporters and photographers wearing a valid pass issued by Airport Director will be admitted to the Media Centre, or transported to the scene of the accident.

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7.2.6 Emergency Procedures

7.2.6.1Fires on the Ground (Aircraft Related Fires Occurring in Aircraft Movement Areas)

An aircraft can catch fire while it is taxiing in the movement area or parked. Such a scenario can arise from a defect or malicious act, and may develop into a major disaster.

When the aircraft on the ground on fire is sighted, Airport Fire Service through the crash alarm communication system will be informed and provide details of the aircraft fire, for example:

 Location of aircraft;  Nature of fire (e.g. undercarriage fire, engine fire);  Number of POB; and  Presence of dangerous goods, if known.

The Air Traffic Controller shall give clearance to the responding fire vehicles to enter the runway/taxiway as soon as possible.

If the fire is large and has caused extensive damage to the aircraft and external resources are required to aid in the mitigation process, the Air Traffic Controller shall declare "Aircraft on Fire".

The standard text and format used for the "Aircraft on Fire" message shall be as follows:

AIRCRAFT ON FIRE:

Aircraft Operator; Aircraft Type & *Flight Number; Location of Aircraft; *Nature of Fire (e.g. undercarriage fire, engine fire); *Number of Persons on Board (POB); *Any Dangerous Goods on Board. (*The information shall be provided if it is available and applicable.)

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The use of the phrase "Aircraft on Fire" is to give distinction and therefore avoid confusion between aircraft crash and aircraft on the ground on fire.

7.2.6.2Fires on the Ground (Fires Involving at Pune Civil Enclave, i.e. Non-Aircraft Related Fires)

Fire may occur at any of the part of Pune Civil Enclave. If out of control, such a fire may cripple the key Pune Civil Enclave facilities and disrupt the normal operations.

During a fire occurrence, however small it may appear to be, any person discovering it shall:

 Raise the fire alarm via the nearest manual call point. If no manual call point is readily available, raise the alarm by other available means.

 Inform the Fire Service immediately of the exact location of the fire via the following telephone numbers.

Operate a suitable fire extinguisher where readily available, or any water hose reel within range. [*Note: Attempt to put out the fire using a fire extinguisher shall only be carried out if the fire is small (i.e., at incipient stage) and does not pose any danger to the operator. Also take note that water shall not be used on fire involving liquid such as HSD, as well as on energized electrical equipment unless such equipment has been de- energized.)

 On receipt of a structural fire call, the Fire Operator shall request the caller to provide the following details:

 Location of fire;  Type of fire;  Name of caller;  Telephone number of caller.

ABC Techno Labs India Pvt. Ltd, 7-24 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi - Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Risk Assessment & Disaster Management Plan

7.2.7 Training and Education

Regular training would be provided to all personnel who have a role in planning and operational response to an emergency. The main goal of training for emergencies is to enable the participants to understand their roles in the response organization, the tasks associated with each position and the procedures for maintaining effective communications with other response functions and individuals.

The training objectives are:

 To familiarize personnel with the contents and manner of implementation of the plan and its procedures,  To train personnel in the performance of the specific duties assigned to them in the plan and in the applicable implementation procedures,  To keep personnel informed of any changes in the plan and the implementing procedures,  To maintain a high degree of preparedness at all levels of the Emergency Response Organization,  Train new personnel who may have moved within the facility organization;  Test the validity, effectiveness, timing and content of the plan, and  Update and modify the plan on the basis of experience acquired through exercises and drills.

7.2.8 Mock Drills and Exercises

Mock drills constitute another important component of emergency preparedness. They refer to the re-enactment, under the assumption of a mock scenario, of the implementation of response actions to be taken during an emergency. Emergency drills and integrated exercises have the following objectives.

 To test, efficacy, timing, and content of the plan and implementing procedures;  To ensure, that the emergency organization personnel are familiar with their duties and responsibilities by demonstration;

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 Provide hands-on experience with the procedures to be implemented during emergency; and  Maintain emergency preparedness.

The frequency of the drills would vary depending on the severity of the hazard. However, drills would be conducted once in a year. Scenarios may be developed in such a manner as to accomplish more than one event objective.

Drills and exercises will be conducted as realistically as is reasonably practicable.

Planning for drills and exercises would include:

 The basic objectives,  The dates, times and places,  The participating organizations,  The events to be simulated,  An approximate schedule of events,  Arrangements for qualified observers, and  An appropriate critique of drills/exercises with participants.

Evaluation of drills and exercises would be carried out which would include comments from the participants and observers. Discrepancies noted by the drill observers during the drill shall be pointed out during the drill.

The individual responsible for conducting the drill or exercise would prepare a written evaluation of the drill or exercise. The evaluation would include assessments and recommendations on:  Areas that require immediate correction;  Areas where additional training is needed;  Suggested modifications to the plan or procedures; and  Deficiencies in equipment, training, and facilities.

The evaluation of a drill or exercise shall be submitted to the terminal manager for review and acceptance who shall then determine the corrective actions to be taken and assign the responsibility to appropriate personnel.

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The Safety In-charge would track all approved drill and exercise corrective actions as a means of assuring that corrections are made in a reasonable amount of time, and shall advise the Terminal Manager of the status of implementation of corrective actions.

Records of drills, exercises, evaluations, and corrective actions would be duly maintained.

7.2.9 Updating of Emergency Plan

The Pune Civil Enclave Emergency Plan and implementing procedures would be reviewed and updated to ensure compliance with relevant regulations and applicable state and local emergency plans.

The need for updating is based on following aspects:

 Written evaluations of mock drills exercises which identify deficiencies or more desirable methods, procedures, or organizations;  Changes in key personnel involved in the organization;  Changes in the facility organization structure;  Changes in regulations;  Recommendations received from other organizations and state agencies.

7.3 Social Impact Assessment and R&R Action Plan

The existing Pune Civil Enclave covers 26.01 Acres. For proposed new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Civil Enclave 15.86 Acres land has been provided by Indian air force. No private land and displacement of person is involved in the project. Therefore, Social Impact Assessment and R&R Action plan is not required as there is no project affected person because of no land acquisition. The anticipated impacts on socio- economic environment due the proposed new integrated terminal building have been identified and assessed in Chapter 4 of the EIA report.

ABC Techno Labs India Pvt. Ltd, 7-27 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi - Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Risk Assessment & Disaster Management Plan

7.4 Public Hearing for New Terminal Building at Pune Airport

The public hearing for the proposed New Terminal Building and Associated works by Airports Authority of India at Pune Airport was conducted on 29/08/2018 at 11.00 AM at Pune Airport by Maharashtra Pollution Control Board. The Action Taken Report for issues raised in public hearing and other details of the Public Hearing are given in Annexure 2.

ABC Techno Labs India Pvt. Ltd, 7-28 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Project Benefits

CHAPTER- 8

PROJECT BENEFITS

8.1 General

The existing terminal building has saturated and insufficient for increasing numbers of air passengers. In view of the future traffic growth at Pune Civil Enclave, there is an immediate requirement of construction of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Pune Civil Enclave on turn key basis. Increasing numbers of passengers and aircraft require capacity enhancement of existing terminal building at Pune Civil Enclave.

8.2 Direct and Indirect Benefits

The direct and indirect benefits of the new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Pune Civil Enclave are as follows:

Direct Benefits

Batter infrastructure facilities passenger at new terminal building. Decongestion at terminal building with more space and comfort. Increase in regional economy as it will boost tourism and commercial activities in the region. Generation of more revenue to the state, hence more development of the region. Design and construction of energy efficient new terminal building will help in help in more than 30 % savings in electricity. Treated waste water from MBBR based sewage treatment system will be used for HVAC, flushing and greenbelt and landscaping.

ABC Techno Labs India Private Limited 8-1 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Project Benefits

Macro Level Benefits

Boost in tourism and more people to travel in the state. Employment opportunity to people. More business and industrial opportunities.

ABC Techno Labs India Private Limited 8-2 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

CHAPTER 9

ENVIRONMENTAL COST BENEFIT ANALYSIS

9.1 General

The Environmental Cost Benefit Analysis was not recommended during scoping stage and in TOR granted by Expert Appraisal Committee (EAC) of Ministry of Environment, Forest & Climate Change (MOEFCC). Hence, the Environmental Cost Benefit Analysis was not carried out.

ABC Techno Labs India Private Limited 9-1 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

CHAPTER 10

ENVIRONMENTAL MANAGEMENT PLAN

10.1 Introduction

The Environmental Impact Assessment (EIA) has identified environmental impacts those are likely to arise during construction of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Pune Civil Enclave. The Chapter 4 of this report has examined both adverse and beneficial impacts on each physical, biological and socio-economic parameters of environment during construction and operation phases of new terminal building and associated work at Pune Civil Enclave. The environmental impact assessment has examined the extent to which these impacts would be mitigated by the adoption of standard practices, guidelines and complying with regulatory requirements. The Environmental Management Plan (EMP) describes both best practice measures and site specific measures. The implementation of EMP is aimed at mitigating potential environmental impacts associated with the construction and operation phases of new terminal building and associated work at Pune Civil Enclave.

10.2 Environmental Management Measures

10.2.1Soil

Construction Phase

During the construction phase of construction of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Pune Civil Enclave, the following measures shall be adopted to minimize adverse impacts in soil:

ABC Techno Labs India Private Limited 10-1 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

 To prevent the soil contamination through the leakage or spillage of fuel oil, oil containers will be stored and handled carefully on cement lined floor,  All metal, paper, plastic wastes, debris and cuttings shall be collected from the site as soon as particular construction activity is over,

Operation Phase

Approx. 2600 kg/d solid waste is generated from the proposed new terminal building in the form of paper, plastics, polyethylene bags and food waste, etc. Solid waste from the airport is collected in waste bins.

Approx. 80 to 100 kg sludge to be generated from STP wil be used as manure for green belt development.

The solid waste handling and disposal services will be outsourced by Airports Authority of India to authorized agency to ensure proper disposal of solid waste generated at the existing airport. AAI ensures that solid waste is being management as per Solid Waste Management Rules 2016.

10.2.2 Water Quality

Construction Phase

The following mitigation measures will be adopted to avoid impacts on water quality during construction phase:

 Efforts will be made to conserve the water;  Appropriate sanitation facilities (septic tank) to be provided for the construction workers to reduce impact on water quality.  The construction wastes will be collected and disposed suitably.  Control of spillage of fuel oil and storage of oil barrels on cemented floor.  Waste oil generated during maintenance of construction equipment will be collected and disposed to MPCB approved waste oil recyclers for recycling and reuse.

ABC Techno Labs India Private Limited 10-2 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

 Runoff from fuelling area, vehicle parking areas, etc. will be passed through oil interceptor.

Operation Phase

The following measures will be taken to protect water quality at the existing Pune Civil Enclave during operation phase:

 Sewage generated is collected and sent to sewage treatment plant for proper treatment and disposal.  Solid wastes generated at the existing Pune Civil Enclave is collected and disposed suitability as per standards practices.  Waste oil generated from DG sets is collected and disposed to MPCB approved waste oil recyclers for recycling and reuse.

I. Sewage (Waste Water) Management

Sewage generated from the airport is treated in well-designed Sewage Treatment Plant (STP). Moving Bed Biofilm Reactor (MBBR) type sewage treatment plant of two modules of 600 kld capacity each (total treatment capacity 1200 kld) will be installed at the Pune Civil Enclave.

Design parameters for the STP are given below: Sl. Parameters Before Treatment After Treatment 1. pH 7.5 - 8.5 6.0 - 8.5 2. BOD 250-450 mg/l Less than 10 mg/l 3. Suspended Solids 250-400 mg/l Less than 10 mg/l 4. COD 600-800 mg/l Less than 30 mg/l 5. Oil & Grease 50-100 mg/l Less than 10 mg/l

II. Process Description of MBBR based STP

As per water balance diagram, 1125 kl/d sewage will be generated after the proposed development at Pune Civil Enclave which will be treated in MBBR based

ABC Techno Labs India Private Limited 10-3 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

STP of two modules of 600 kld capacity each (total treatment capacity 1200 kld). Sewage will be collected and treated in well-designed sewage treatment plant. After meeting stipulated standards, treated waste water will be utilized for flushing purpose, irrigation of greenery and landscaping.

Details of Sewage Treatment Process

The sewage from the proposed existing and new terminal buildings shall be collected by gravity into the collection tank/equalization tank of Sewage Treatment Plant (STP) via perforated screens to prevent the large particles into system. In equalization tank, pH and temperature of incoming sewage will be equalized. The sewage from equalization tank will be pumped to Moving Bed Biofilm Reactor (MBBR) reactor for biological treatment, where required quantity of air in presence of MBBR system will be supplied to meet the oxygen requirements by mean of blower and fine bubbles air diffusers. After MBBR reactor, sewage will flow by gravity to settler (tube type) where sludge will be settled at the bottom due to gravity. This settled sludge will be recycled through sludge pump to MBBR reactor to meet the mixed liquor suspended solids (MLSS) requirement, excess sludge will be discharged through filter press for final disposal. Final discharge of waste water from settler will be collected in chlorine contact tank, where some chlorine will be dosed for disinfections of treated waste water. Then, treated sewage will be pumped for tertiary treatment through duel media filter or it will be passed through or it will be passed through Ultraviolet (UV) disinfection system. Treated sewage will meet the norms prescribed by State Pollution Control Board and will be utilized for flushing, HVAC and for irrigation of greenery & landscaping purpose. Treated waste water will not be discharged outside the boundary of the airport.

Design Parameters

Design parameters for the proposed STP are given below: Sl. Parameters Inlet Outlet 1. BOD 300 mg/l Less than 20 mg/l 2. COD 400 mg/l Less than 150 mg/l

ABC Techno Labs India Private Limited 10-4 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

3. Oil & Grease 50 mg/l Less than 10 mg/l 4. TSS 200 mg/l Less than 50 mg/l 5. PH 6.5-8.5 mg/l 6.5-8.5 mg/l

No treated waste water will be discharged outside the airport. Unit wise description of the proposed STP is given below and shown in Figure 10.1:

Screen Chamber

Prior to the actual treatment of the wastewater, a screen chamber will be provided. In this chamber removable type mechanical bar screens will be provided for removal of various large size elements, such as paper, cloth, plastic etc, etc, which may hamper the satisfactory functioning of subsequent units of the STP, if not removed at early stages.

Oil & Grease Trap

The oil & grease trap will be provided to collect oil and grease trace coming with sewage. Collected oil & grease will be stored in a drum and disposed of in environmental sound manner.

Equalization Tank

As the quantity of the flow is non-uniform in nature, an equalization tank will have to be provided. By the provision of an equalization tank, wastewater characteristics will become homogeneous in nature and, therefore, better treatment can be achieved in the subsequent units of the STP. Diffused aeration will be provided in this tank to stir the contents of the tank completely.

MBBR Reactor (Biological Treatment)

Moving Bed Biofilm Reactor (MBBR) technology employs thousands of polyethylene biofilm carriers operating in mixed motion within an aerated wastewater treatment basin. Each individual bio carrier increases productivity

ABC Techno Labs India Private Limited 10-5 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

through providing protected surface area to support the growth of heterotrophic and autotrophic bacteria within its cells. It is this high-density population of bacteria that achieves high-rate biodegradation within the system, while also offering process reliability and ease of operation.

This technology provides cost-effective treatment with minimal maintenance since MBBR processes self-maintain an optimum level of productive biofilm. Additionally, the biofilm attached to the mobile biocarriers within the system automatically responds to load fluctuations.

The bacteria/activated sludge grow on the internal surface of the carriers. The bacteria break down the organic matter from the waste water. The aeration system keeps the carriers with activated sludge in motion. Only the extra amount of bacteria growth, the excess sludge will come separate from the carriers and will flow with the treated water towards the final separator. The system can consist of a one stage or more stage system (see underneath schedule), depending on the specific demands. The specific bacteria remain in their own duty tank because of the fact that the carriers remain in only 1 tank, protected by screens.

A bio-film develops on the media, which move along the effluent sewage in the reactors. The movement within the reactors is generated by providing aeration with the help of diffusers placed at the bottom of reactors. This thin film on the media enables bacteria to act up on the bio-degradable matter in the effluent sewage and thus reduce the BOD/COD content in presence of oxygen from the air used for fluidization. Aeration will be done with the help of twin lobe blowers. The MBBR reactors will increase the oxygen content of the sewage and thus, will help in the growth of the micro-organisms required to reduce the BOD. These micro- organisms will consume the organic matter and will convert it into active biomass, better known as sludge. The waste water, laden with sludge, will be transferred to tube settler for sludge separation.

ABC Techno Labs India Private Limited 10-6 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Secondary Settling Tank Followed by Pre filtration Tank

The sludge formed will settle in the secondary settling tank followed by pre filtration tank. The settled sludge will be discharged in the Sludge Collection Tank and would be dewatered using sludge press. The clear supernatant from the outlet of the tube settler will be discharged as treated waste water and will be passed on to further treatment for final polishing. HDPE/PVC low maintenance tubes will be provided for trouble free operation of the tube settler.

Sludge Filter Press

The sludge from the settling tank of the STP will be collected in the tank and will be treated in the sludge press. This will be 24 plates CI sludge press completes with its pump and accessories. In sludge press, the sludge in the form of liquid slurry is fed into the press and dry solid cake of sludge is taken out from it. These dry cakes are used as manure for green belt and landscaping.

Pressure Sand Filter

For final polishing of the treated waste water, a Pressure Sand Filter (PSF) will be provided. The PSF comprises of a MS Vessel having filtering media sand topping for filtration of supernatant treated sewage water and thus ensuring clarity of water.

Activated Carbon Filter

For tertiary treatment, an Activated Carbon Filter (ACF) will be provided. This will be MS constructed tank in which activated charcoal/carbon will be filled as adsorbing media. This will not only adsorb impurities but will also act as the polishing tank for the final treated waste water. The resultant water shall be clear, odourless and will be reused for horticulture purpose.

ABC Techno Labs India Private Limited 10-7 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Ultraviolet (UV) Disinfection System

Ultraviolet (UV) disinfection will use a UV light source. UV-rays are energy-rich electromagnetic rays that are found in the natural spectrum of the sunlight. They are in the range of the invisible short wave light having a wavelength ranging from 100 to 400 nm.

can pass through a flow chamber, and UV rays are admitted and absorbed into the stream. When ultraviolet energy is absorbed by the reproductive mechanisms of bacteria and viruses, the genetic material is rearranged and they can no longer reproduce. They are therefore considered dead and the risk of disease has been eliminated.

UV plant will have following features:

 Stainless steel construction  Single lamp  Long life of the UV Lamp

Figure 10.1: Schematic Diagram for MBBR Based STP

ABC Techno Labs India Private Limited 10-8 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

10.2.3Solid Waste Management

Construction Phase

During the construction phase, following measures shall be taken for solid waste management:

 All metal, wooden, paper, plastic wastes, debris and metal cuttings shall be collected from site as soon as particular construction activity is over and disposed in suitable manner.  Municipal waste generated will be collected and disposed in environmentally sound manner.

Construction & Demolition Wastes Disposal - Under the project, reconstruction of old terminal building and construction new integrated terminal building is proposed. About 2200 kg construction and demolition wastes will be generated as per details given below:

Construction and demolition wastes generated from the project will be collected and disposed as per the provision of The Construction and Demolition Wastes Rules 2016.

Inert and unusable waste will used for filling or disposed to landfill site. Recyclable and reusable construction and demolition wastes will have resale values and sold to scrap dealers.

Operation Phase

The following mitigation measures will be taken for management of solid waste during operation phase of at the new integrated terminal building and associated works.

ABC Techno Labs India Private Limited 10-9 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

 Solid wastes management at the new integrated terminal building will be carried out as per Solid Wastes Management Rules, 2016.  Solid wastes will be collected in designated waste bins based on their types, placed at the strategic locations in the airport.

Approx. 2600 kg/d solid waste will be generated from new integrated terminal building. The solid waste handling and disposal services will be outsourced to authorized agency to ensure disposal of solid waste generated from the Pune Civil Enclave. Solid waste generated in the aircrafts will also be disposed off at the designated waste collection points from where the agency will pick up the garbage bags.

The authorised agency, will collect the garbage from designated bins at the new integrated terminal building. The wet garbage of the aircrafts comprising of left- over food in the tray from the security gates of flight kitchens is also disposed off at the specified place.

Inventorisation and categorisation of waste from existing and proposed new terminal building is given below:

Existing Proposed Scenarios Scenarios Trash collected in flight and disposed at the 800 kg 900 kg Airport. Toilet wastes and sewage collected from 150 kl 150 kl aircrafts and disposed at the Airport. Maintenance and workshop wastes. 50 kg 50 kg Wastes arising out of eateries and shops 400 kg 600 kg situated within the airport. Waste generated by passengers 900 kg 1100 kg

Toilet wastes and sewage collected from aircrafts will be treated in Sewage treatment plant to be installed at the Pune Civil Enclave.

The collected garbage will be transported in covered container and is arranged to dispose off after segregation of recyclable wastes as per provisions of Solid Waste

ABC Techno Labs India Private Limited 10-10 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Management Rules 2016. After collection of garbage, garbage bins will be disinfected every day by sprinkling disinfectant powder by the agency. Weekly washing of garbage bins will also be carried out by this agency.

After collection of waste, solid waste management plan will be followed by authorized agency is as given below:

• Segregation of recyclable and non-recyclable wastes. • Disposal of recyclable wastes for recycling. • Composting of biodegradable organic of wastes for captive use. • Disposal of segregated wastes to common municipal waste landfill site.

10.2.4 Air Quality

Construction Phase

During the construction phase, only marginal deterioration of ambient air quality is expected at the construction site due to operation of construction equipment and machinery, dust emissions from loading and unloading of raw materials, cement and soils, dust emissions from the batch plant, fugitive emissions from vehicle movement, etc. However, this deterioration will be temporary in the nature during construction phase. The following measures will be adopted during construction phase to mitigate the impact on ambient air quality:

 Installation of batch mix plant at isolated place and providing cover shed around the plant,  Providing dust suppression system in loading and unloading area,  Pollution Under Control Certificate will be mandatory for all vehicles approaching to the site. Any vehicle not meeting the vehicular pollution standards will not be allowed within the construction site and for the construction activity;

ABC Techno Labs India Private Limited 10-11 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Operation Phase

Major pollutants from the new integrated terminal building operation will be from aircrafts exhaust, vehicular traffic as ground support, pickup and dropping at the existing Pune Civil Enclave and from DG sets. The major pollutants will be mainly Nitrogen di-oxide and Carbon monoxide besides particulates and sulphur di-oxide. The baseline ambient air quality levels in the project area will be within the permissible limits as specified as National Ambient Air Quality Standards. The following methods of abatement of pollution will be employed for the air pollution control at the source level during operation phase of the new integrated terminal building:

 Shut down combustion engines when not in use,

 Single engine taxing and reduced taxing is effective in reducing emissions of HC and CO from aircrafts,

 30 m height of the stack for DG sets will be provided for proper dispersion exhaust gases into the atmosphere,

 Multilevel car parking facilities and traffic flow to avoid traffic congestion, and

 Providing suitable green belt to reduce the impact of air pollution.

10.2.5 Noise Levels

Construction Phase

During the construction phase, noise will be generated through the operation of construction machines, excavators and DG sets. The following measures will be taken into consideration to mitigate the noise at the construction site:

 Provision of silencers on the construction machineries,  Noise standards will be strictly enforced for vehicles, equipment, and construction machineries, etc,  All construction equipment used for an 8-hour shift will conform to a standard of less than 75 dB (A).

ABC Techno Labs India Private Limited 10-12 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

 Vehicles and construction equipment with internal combustion engines without proper silencer will not be allowed to operate at the construction site.  If required, machinery producing high noise, such as concrete mixers, generators etc, shall be provided with noise shields and their usage timings can be regulated,  Shock absorbing techniques will be adopted to reduce vibration and noise.  Machinery and vehicles will be maintained regularly, with particular attention to silencers and mufflers, to keep construction noise levels to minimum.  Workers in the vicinity of high noise levels shall wear earplugs, helmets and be engaged in diversified activities to prevent prolonged exposure to noise levels of more than 90 dB(A) per 8-hour shift.

Operation Phase

All the DG sets will be provided with acoustic treatment to control the noise levels and new DG sets will also be fitted with acoustic enclosures to control the noise levels. Terminal building will be sound proof. Further, greenery will be developed at the integrated new terminal building, which will work as noise barrier.

10.2.6 Vehicle Parking and Traffic Management

Multilevel car parking with all amenities for at least 1000 cars with additional future provision for 500 cars and surface parking for VIP cars & 10 buses, separate car / scooter park area for AAI and airlines staff at appropriate location. 2 floors of commercial space and other passenger facilities i.e. ground and first floor shall be provided in the multilevel car park. Multilevel Car Parking shall be made for retailer in car parking area and it will be developed on Built & Operate System and shall include its space planning and model for its operations.

10.2.7 Traffic Management and Traffic Decongestion Plan

Pune Airport is located approximately 10 km northeast and outside of Pune City. Pune Airport can be approached by the following roads

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i. New Airport Road (Adjacent to Viman Nagar) ii. Airport Road (via Nagpur Chal and Central Jail) iii. Airport Road (from Visharant Wadi) iv. Road (Through Lohegaon-Wagoli Road) v. SH-27-Samrat Ashok Road

Traffic survey was carried out on the road approaching to Pune Airport.

Traffic Survey on the Road Connecting to Pune Airport Road

Vehicles ply on the road connected to above roads two wheelers, three wheelers, cars, busses and LCVs (Goods & Passenger), etc Traffic survey carried on these road during, peak traffic is from 8.00 AM to 11.00 AM and 5 PM to 9 PM, while lean traffic is observed 11.00 PM to 5.00 PM and 9.00 PM to 8.AM. Traffic counted on the these road during study was converted to passenger car unit (PCU) as per IRC SP: 41 as per details given below:

Vehicle Conversion Factor as per IRC SP 41 Car 1.0 Motorcycle 0.5 3-wheeler 1 LCV 2.2 Bus 3 Truck 4.5

Traffic Survey

Traffic survey carried out on various roads connected to Pune Airport to have been presented in Table 10.1.

Table 10.1: Details of Traffic Survey on Roads Connected to Pune Airport Type of Two Three Cars LCV Bus Trucks Total Vehicles Wheelers Wheelers New Airport Road (Adjacent to Viman Nagar) Vehicle 164 22 163 21 6 3 379 Count/hr

ABC Techno Labs India Private Limited 10-14 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Type of Two Three Cars LCV Bus Trucks Total Vehicles Wheelers Wheelers during Peak period Passenger 82 22 163 46.2 18 13.5 345 Car Units /hr during Peak period Airport Road (via Nagpur Chal and Central Jail) Vehicle 198 28 178 34 12 4 454 Count/hr During Peak Period Passenger 99 28 178 74.8 36 18 434 Car Units /hr During Peak period Airport Road (from Visharant Wadi) Vehicle 193 31 174 38 14 9 459 Count/hr during Peak period Passenger 99 28 178 74.8 36 18 434 Car Units /hr during Peak period Road (Through Lohegaon-Wagoli Road) Vehicle 132 23 98 19 4 3 279 Count/hr During Peak Period Passenger 66 23 98 41.8 12 13.5 254.3 Car Units /hr During Peak period SH-27-Samrat Ashok Road Vehicle 161 35 182 42 18 13 451 Count/hr During Peak Period Passenger 80.5 35 182 92.4 54 58.5 502 Car Units

ABC Techno Labs India Private Limited 10-15 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Type of Two Three Cars LCV Bus Trucks Total Vehicles Wheelers Wheelers /hr During Peak period

Finding of Traffic Survey

Annual passenger flow to Pune Airport is 8,164,840 during 2017-18. Based on the annual passenger number average hourly passengers are 1120 (560 arrival and 560 departure). Therefore, per hour taxi and car movement is 500.

Carrying capacity of road approaching to Pune Airport are given below: Name of the Road Capacity PCU/Day Capacity PCU/Hour i. New Airport Road 18000 (Adjacent to Viman Nagar) 750 ii. Airport Road (via Nagpur 45000 Chal and Central Jail) 1875 iii. Airport Road (from 45000 Visharant Wadi) 1875 iv. Road (Through Lohegaon- 18000 Wagoli Road) 750 v. SH-27-Samrat Ashok Road 45000 1875 Total 171000 7125

Hence, capacity of road is well enough for traffic due to Pune Civil Enclave. Contribution of traffic due to Pune Airport on the road approached to airport is merely 8 %. Therefore, there is no possibility of traffic jam due airport passengers’ vehicles on the roads in Pune city.

10.2.8 Plan for Use of Fly Ash in the Project

At the proposed new terminal building, there is no provision of use of fly ash due to design constraint. However, Portland pozzolana cement (PPC) will be used upto possible extent in the construction of New Integrated terminal building and reconstruction of old terminal building.

ABC Techno Labs India Private Limited 10-16 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

10.2.9 Bio Medical Wastes Management

At the Pune Airport, Bio Medical Wastes Management will not be generated. However, waste generated from first aid facilities will be given to authorized bio medical wastes collection and disposal agency as Biomedical Waste Management rules, 2016.

10.2.10 Measures to Encourage Reduction in Carbon Foot Print

Energy Efficiency and Sustainability Practices for Implementation at Pune Airport (GRIHA/ECBC Green Building Practices) Particular Specification / Methodologies for Green Buildings are given in Annexure 7.

The proposed new terminal building will be certified under Green Rating for Integrated habitat Assessment (GRIHA). GRIHA measures which will be considered in the design and consideration of the project to achieve the 4 star rating under GRIHA V-2015 are discussed below with various sustainability measures under the following categories:

a) Architecture measures b) Landscape measures c) Structural measures d) HVAC & Electrical measures e) Plumbing measures f) Construction measures

Codes & Guidelines

The following codes & guidelines shall be considered for the design of the project for GRIHA compliance

• Green Rating for Integrated habitat Assessment (GRIHA) rating system V- 2015

ABC Techno Labs India Private Limited 10-17 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

• Energy Conservation Building Code 2007 (ECBC) • ASHRAE 90.1-2010 • ASHRAE 62.1-2010 • National Building Code

GRIHA Design Consideration

Site Planning

a) Passive design strategies such as shading device, overhangs, vertical fins etc. shall be considered to control heat gain through envelope and maximise day light penetration. b) Preservation of existing vegetation / water bodies / other topographical features if applicable. c) Strategies like Vegetation will be adopted in reduction of heat islands at microclimate level. d) Solar photovoltaics in roof areas as passive measure to heat gain reduction. e) A minimum of 25% of the site area shall be designed with soft paved and/or covered with SRI coating > 0.5 and/or shaded by vegetation/solar panels and/or any combination of these strategies. f) The net imperviousness factor of site shall be designed to meet GRIHA requirement to make post-construction storm water discharge from the site is zero. g) Internal zoning will be done to provide buffer to conditioned spaces for unfavourable orientations. h) Massing of the buildings will ensure that the solar access of neighboring buildings is not blocked if applicable.

Construction Management

a) Top soil shall be preserved at site and shall be re-used later for landscaping purpose.

ABC Techno Labs India Private Limited 10-18 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

b) There are 31 trees at the site. Out of 31 trees, 19 trees will be cut for construction of new terminal building. For cutting of 19 trees, 57 trees (3 trees for every 1 tree to be cut) of native species will be planted. c) Following measures shall be adopted on site to curb air pollution during construction:  Provision of 3 meters high barricading around the construction area.  Wheel washing facility at the vehicular entrance of the site.  Covering of fine aggregate and excavated earth on site with plastic/ geotextile sheets.  Provision of stabilized construction entrances, exits and vehicular path d) A spill prevention plan (to control effects of spill from hazardous materials like bitumen, diesel etc.) shall be developed and implemented at site. e) Measures will be implemented to prevent/reduce soil movement outside the site. f) Staging shall be adopted during construction on site. g) A construction waste management plan for segregation of construction waste, its safe storage and on-site/off-site recycling shall be developed and implemented in the project. h) Strategies to reduce water use during construction shall be adopted.

Energy

a) The thermal properties of envelope (wall, glazing), skylight & roof shall not exceed the maximum allowable with respect to GRIHA and ECBC. b) Refrigerant used in HVAC system shall be CFC free. c) Equipment efficiencies shall be designed to meet & exceed GRIHA & ECBC requirements. d) Innovative & practical energy efficient HVAC & Electrical design solutions, such as displacement ventilation systems, dedicated outdoor air systems, chilled water plant with high COP, adequate daylight to reduce internal lighting load, LED luminaries etc shall be adopted e) 100% of outdoor lighting fixtures shall meet the luminous efficacy requirements with respect to GRIHA.

ABC Techno Labs India Private Limited 10-19 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

f) Interior lighting power budget shall be designed to meet and exceed GRIHA requirements. g) If there are ceiling fans required, they shall be minimum BEE 4 Star rated. h) On-site renewable energy such as photo voltaic shall be designed to offset 1 to 10% of buildings internal artificial lighting and HVAC systems energy consumption subject to feasibility. i) Insulation in building shall be CFC and HCFC free.

Occupant Comfort & Well-being

a) Window to wall ratio of the façade shall be in compliance to GRIHA & ECBC and the glazing SHGC values shall exceed the minimum performance with respect to GRIHA & ECBC through passive shades and high performance glass. i) Adequate daylighting provision will be considered by means of skylight / windows and the daylighting illuminance level shall meet the minimum illumination levels (LUX) prescribed in GRIHA & ECBC. j) Acoustic measures shall be considered to meet acceptable indoor noise levels with respect to GRIHA requirements. b) Fire suppression systems & fire extinguishers shall be Halon free. c) The HVAC design shall be in compliance with Thermal Comfort requirement stipulated in GRIHA. d) Acoustic measure shall be considered for the HVAC equipment’s to meet the acceptable indoor noise level with respect to GRIHA. e) Indoor ventilation requirement shall meet the minimum requirement with respect to ASHRAE 62.1-2010. f) Sensors shall be designed to monitor CO2, temperature and RH at occupied spaces or at AHU’s. g) All interior paints and coatings shall be low-VOC with respect GRIHA and lead-free. h) All adhesives and sealants used shall be low-VOC with respect to GRIHA & the interior composite wood-products shall not use urea-formaldehyde as a bonding resin.

ABC Techno Labs India Private Limited 10-20 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Water

a) An estimated 30% reduction in landscaping water demand in comparison with GRIHA base case shall be arrived using native species/drought tolerant species. b) Potable water shall conform to BIS standards. c) Sewage treatment plant shall confirm to Central Pollution Control Board norms. d) 100% of the treated water shall be reused on site for irrigation/toilet flushing & cooling tower make-up water. e) Rain water harvesting shall be implemented for reusing in irrigation & recharging surplus storm water. f) High efficient water fixtures shall be used and the flush & flow rates shall be at least 30 to 50% less than GRIHA baseline.

Sustainable Building Materials

a) Minimum 15% of Ordinary Portland Cement shall be replaced with fly ash by weight of cement used in structural concrete. b) Minimum 15% of Ordinary Portland Cement shall be replaced with fly ash in plaster/masonry mortar. c) Combined embodied energy of load-bearing structure and masonry walls shall be reduced by at least 10% below the base case. d) At least 50% of all materials (calculated by surface area) used for building interiors shall meet the GRIHA criterion low-impact material requirements.

Solid Waste Management

a) Adequate spaces will be designed for waste management (multi-coloured waste bins, recycle bins etc.). b) Organic waste shall be treated on site and the generated resource shall be reused.

Socio-Economic Strategies

ABC Techno Labs India Private Limited 10-21 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

a) Universal design strategies will be considered and meet the minimum requirement for physically challenged with respect to GRIHA. b) The project will ensure to comply with the NBC (2005) safety norms for providing the necessary safety equipment and measures for construction workers. c) Provisions for drinking water, hygienic working & living conditions and sanitation facilities shall be provided for the workers. Crèche facility for children of construction workers shall also be planned. d) Measures to create environmental awareness in Architecture, Interior and Landscape design shall be implemented. e) Dedicated facilities will be provided for the service staff.

Performance Monitoring & Validation

a) Digital energy meters shall be provided for all major energy end-uses. b) Water metering shall be provided for all major water use. c) O&M protocol shall be prepared as a minimum for the following:  HVAC plant - AHU, Cooling tower, Chillers and pumps, VRF  Electrical - Transformer, DG, HT & LT panels  Energy Systems - Solar PV, wind mill, bio gasifier etc.  STP and/or WTP

Energy Conservation Measures for Mechanical, Electrical and Plumbing (MEP)

During design and construction of new terminal building at the Pune Civil Enclave necessary measures will be taken for conservation of energy in line with “Energy Conservation Building Code –2017” and “National Building Code 2016”. The important energy conservation measures proposed for new terminal building are described below:

The following Green Features / Innovative Technologies shall be adopted:  Centralized Chilled water system having water cooled centrifugal chilling machines at 11 KV to reduce the voltage drop and cable sizes.

ABC Techno Labs India Private Limited 10-22 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

 Variable chilled water pumping system, Variable Frequency Drives (VFD) for AHUs and Cooling Tower fans.  Displacement diffusers to through the chilled air at lower height to reduce the air conditioning load, wherever feasible.  Outside Air regulation based upon the carbon dioxide sensors in the air conditioned space.  Lighting design shall be LED based to reduce the energy consumption.  Solar power generation of 150 KW on visitors and staff car parking in front of terminal building using the solar photovoltaic panels.  Control of lighting by lux and occupancy sensors.  Solar based external lighting with power supply back up arrangement.  Underground rain water storage for one day of rainfall and reuse for potable use.  Low water consumption water sanitary fixtures.  Dual piping system for water supply system

Harnessing Solar Power at New Terminal Building

As per solar system design calculations, 9 sqm areas required to generate 1 kWp of connected electrical load. It is proposed to install the 150 kW of solar power generation on visitor & staff car parking.

10.2.11Landscape Plan and Green Belts in Open Spaces

Total 31 trees are growing on the site received from IAF. During the design of new terminal building and other facilities, 12 trees have been saved, while 19 trees need will be felled after obtaining permission from Pune Municipal Corporation. Airports Authority of India has already applied to Pune Municipal Corporation for obtaining permission for cutting of trees. AAI has planned to plant 57 numbers of trees to compensate cutting 19 trees.

Landscape and greenery will be developed at and around the new integrated terminal building. 12095 sqm area has been allocated for green belt and landscaping.

ABC Techno Labs India Private Limited 10-23 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Description Existing Proposed Total Total Area of Green Belt 0.2 ha 1.2095 ha 1.4 ha Percentage of Total 3.1 % 18.7 % 21.8 % Project Area No. of Plants 250 300 550 Funds Allocated 2 Lakhs 20 Lakhs 22 Lakhs

At new integrated terminal building also landscape and greenery will be developed. Landscape and greenery plan has been shown in Figure 10.2. Only indigenous trees will be planted as a part of green belt/plantation.

10.2.12 Rain Water Harvesting System for Pune Civil Enclave

At the Pune Airport , rainwater harvesting will be provided as per Central Ground Water board guidelines.

The following precautions will be taken while constructing a recharge well.

 Depth of well will be 3 meter above from ground water aquifers  There should not be any contaminated  Recharge well will be properly covered after construction.  Overflow pipe for the recharge pit will be provided to avoid water logging around the recharge well in case of overflow.  The boulder packing should be done by skilled people in order to avoid caving or collapse of recharge well.  Sufficient concrete / brick lining should be provided and make sure that water is not entering into the recharge well from the sides as this may lead to collapse.

Rain Water Harvesting Calculations:

Soil Quality at the Site: Silt Loam Annual Rain fall : 756 mm Peak Hourly Rain fall : 45 mm/hr Static Ground Water Level at the site: 20 m below ground level

ABC Techno Labs India Private Limited 10-24 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Rainwater harvesting calculations for the Pune Civil Enclave are given in Table 10.2.

Table 10.2: Rainwater Harvesting Calculations for Pune Civil Enclave S. Descriptio Area Runoff Peak Retention Total Volume No. n of Area (Sq. M) coefficie Hourly time of Water nt as per Rain fall Capacity Available for CGWA mm/hr of Rain Water Recharge Harvesting tank in (cu. m/15 15 min min) 1. Roof Top & 38082 0.9 45 20 514.1 Paved Area 2. Open Area 19009 0.3 45 20 85.5 3. Green Area 12095 0.2 45 20 36.3 Grand 69186 635.9 Total

Rain Water Harvesting Pit Design Particulars Values Unit Peak hourly rate taken @ 45 mm/hr for 20 min Cum 635.9 duration Volume of recharged Runoff through RWH pit in 20 min 28 Cum No. of recharge pit required 22.7 Nos Say 23 Nos

Rain water harvesting pit design for the Pune Airport is shown in Figure 10.3

ABC Techno Labs India Private Limited 10-25 expanded expanded

harashtra)

Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Civil 10-26

nstruction of Old Terminal Building, Modification of existing Modification Terminal Building, of Old nstruction

l Car Park and Cargo Terminal at Cargo Park and l Car Environmental Management Plan Plan Management Environmental

Figure 10.2: LandscapeFigure Plan for Pune Civil Enclave

Side facilities, Multi -Leve Side facilities,

Integrated Terminal Building, Reco Building, Terminal Integrated

of New for Construction EIA/EMP City Associated Terminal Building, ABC Techno Labs India Private Limited expanded expanded

harashtra)

Civil Enclave, Pune Airport (Ma Enclave, Pune Airport Civil 10-27

nstruction of Old Terminal Building, Modification of existing Modification Terminal Building, of Old nstruction

l Car Park and Cargo Terminal at Cargo Park and l Car Environmental Management Plan Plan Management Environmental

Side facilities, Multi -Leve Side facilities,

Integrated Terminal Building, Reco Building, Terminal Integrated Figure 10.3: Rain Water Harvesting Pit for Pune Civil Enclave Pit for Pune 10.3: Rain Water Harvesting Figure

of New for Construction EIA/EMP City Associated Terminal Building, ABC Techno Labs India Private Limited EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

10.2.13 Demographic and Socio-Economic Environment

During the construction phase of the proposed new integrated terminal and associate works, about 200 to 250 skilled, semi-skilled and unskilled workers will get direct and indirect employment opportunities, which will have beneficial impact on the socio-economic conditions of the area.

The following suggestions are given below to strengthen the beneficial impacts:

 Local people will be given preference for employment,  All the applicable guidelines under relevant acts and rules related to labour welfare and safety shall be implemented during the construction work activities,  Proper sanitary and drinking water facilities will be provided to workers living in the construction camps within the premises of the Pune Civil Enclave,  Helmets will be provided to the workers engaged in the construction activities,  Safety belts will be provided to the workers engaged in the construction activities at heights,  Safety slogan and warning board about the safety will be displayed at the strategic locations of construction areas.

Construction Camps

The mitigation measures for construction camps are as given below:

Water supply and toilet facilities at construction camps will be provided to the workers, Domestic waste generated at the construction camp will be disposed properly.

ABC Techno Labs India Private Limited 10-28 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

10.2.14 Management Plan for Regulation of Unauthorized Development and Encroachments

Pune Civil Enclave is located about 10 km outside Pune City. Land for existing civil enclave and proposed new terminal building was provided by Indian Airforce. Within the 5 km radius of the project, no major unauthorized development and encroachments is observed. Therefore, no such plan is required.

10.2.15 Fire Protection Measures

At the new terminal building, the following fire fighting facilities will be provided:

 Fire Alarm and Detection System  Fire Fighting and Sprinkler System

At the new terminal building, the necessary fire fighting systems will be available as per statutory requirements.

10.3 Environmental Management Plan

The Airports Authority of India (AAI) will be responsible for the implementation of mitigation measures suggested in EMP for construction and operation phases for new integrated terminal building and associated works. Environmental Management Plan for new integrated terminal building the at Pune Civil Enclave is presented in Table 10.3.

10.3.1 Environmental Management Cell (EMC)

An Environmental Management Cell (EMC) will be headed by Assistant General Manager supported by adequate number of personnel having sufficient educational and professional qualification and experience to discharge responsibilities related to environmental management including statutory compliance, pollution prevention, environmental monitoring, preventive maintenance of pollution control

ABC Techno Labs India Private Limited 10-29 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

equipment and green belt development & maintenance. Organogram for Environmental Management Cell is given Figure 10.4.

Environmental Management cell will implement and review the compliance of the stipulated conditions specified in Environmental Clearance and Consent for Establish/Consent to Operate.

10.3.2 Training

The environmental management cell of AAI would responsible for the implementation of mitigation measures described in the EMP. Personnel working at the site need to be trained for the effective implementation of the environmental issues. To ensure the success of the implementation of mitigation measures, there is a high requirement of training and skill up-gradation of personnel.

As part of the construction and operation, training programs have been worked out for capacity building needs of the personnel. The program consists of number of training modules specific to target groups. The training would cover the basic principles and postulates of environmental assessment.

ABC Techno Labs India Private Limited 10-30

rport rport 10-31 AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental For construction construction For and solid waste and solid terminal building at at terminal building New BuildingIntegrated Terminal at Pune be used for filling and and filling used for be ations will be a part of of part be a will ations rried to suppress dust dust suppress rried to p basement covering an an p basement covering excavated earth will be excavated earth will be t any spoils of material material of t any spoils s within Indian Airforce s within Indian Airforce -Level Car Park and Cargo Termin Cargo Park and -Level Car be disposed off near any water water off near any be disposed Civil Enclave cilities at the Pune Airport, Pune Airport, cilities at the AAI. Simultaneous to filling compaction and and compaction filling to Simultaneous

11986 sqm will be constructed. constructed. be will 11986 sqm ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal water sprinkling will be ca be will sprinkling water emissions. area in the Contractor prepared by be to plan management consultation Management Measures Measures Management integrated new of For construction dee Enclave, 5 m Pune Civil loc disposal The pre-identified comprehensive waste disposal tha will ensure Contractor not unsuitable for fill will of the proposed fa of the proposed 98000 cum approximately of quantity Entire site. the proposed from generated site will from the excavated earth area leveling undulating premises.

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Stage Construction the Contractor. by out be carried to Activities Site Clearance Earth by Filling Wastes Construction Disposal Table 10.3 : Environmental Management Plan for

S. No. I. C.1 C.1.1 C.1.3

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-32 AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental . The . The

AAI the pile will be be will the pile

ll be kept to a minimum a minimum to kept be ll ures will be taken to to be taken will ures will occur. The stockpiles surcharged or otherwise or otherwise surcharged To soil retain and to allow d natural habitat like grass like natural habitat d g topsoil. The locations for The locations g topsoil. to be permanently covered

-Level Car Park and Cargo Termin Cargo Park and -Level Car Environmental by d certified

identified in consultation and and consultation in identified igned such that the slope does slope the such that igned gunny bags or vegetation. bags gunny pre-

AAI. AAI.

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal following precautionary meas used: they are preserve them till percolation of water, the edges of the percolation of water, fencing. silt protected by Management Measures Measures Management an agricultural land, course, lands or pastures. the and disposed completely will be materials All waste an cleaned be fully site will of Expert all areas soil from The top depth of 150 mm and to a specified will be stripped the airport at the area of portion A stockpiles. in stored will be earmarked for storin be will piling stock des be will (a) Stockpile of and height to horizontal), (vertical not exceed 1:2 m. to 2 the pile is restricted be will not (b) Stockpiles loaded and multiple handling wi handling multiple loaded and compaction no to ensure that shall be covered with with approval of Environmental Expert of Expert Environmental with approval of

iated City Side facilities, Multi facilities, Side City iated

of of

Environmental Environmental Aspect/Issue stocking Stripping, and preservation top soil

S. No. C.1.4

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-33 AAI AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of EMC of

Responsibility Responsibility Agency Agency tractor tractor al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Con Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental

facilities at the Pune the facilities at ficked either before ficked either before be used for filling and and filling used for be site. Entire quantity of of Entire quantity site.

having valid consent of consent of valid having that vehicles brining man brining that vehicles contractor that the top soil soil that the top contractor les. les. e materials from approved e ncy of water sprinkling will will sprinkling ncy of water s within Indian Airforce s within Indian Airforce -Level Car Park and Cargo Termin Cargo Park and -Level Car ent of Geology Mining and ent of Geology Mining ment areas and Environmental and Environmental ment areas local requirements. local ll decide the numbers of sprinkling the numbers of sprinkling decide ll AAI wi

road and public access. access. public road and ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal excavated earth from the site will from the excavated earth area leveling undulating premises Management Measures Measures Management by the It will be ensured (c) up of will be utilized filling topsoil stockpiled Such area. landscaping and plantation care take will The contractor disturbing not is the site to approaching and materials local freque seasons dry During the proposed For construction of will earth excavated cum 98000 approximately Airport, proposed from the be generated shall procur The contractor by the Departm quarries and District Administration will not be unnecessarily traf in stockpi or when stripping in the settle be increased of Expert depending on the on depending

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Accessibility Materials of Construction Procurement Earth for Construction Filling Quarry Operations

S. No. C.1.5 C.2 C.2.1 C.2.2

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-34 AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental

prior to to prior . A copy copy . A

from tankers tankers from of all such surfaces. icles of the contractor or or the contractor icles of vehicles delivering fine vehicles delivering construction site in/close site in/close construction roads, which are used for for used are roads, which the requirement of water of water the requirement covered to avoid spillage of of spillage avoid covered to -Level Car Park and Cargo Termin Cargo Park and -Level Car

environmental clearance from r or suppliers of materials, will r or suppliers of materials, will stricted to daytime only. daytime stricted to n will be submitted to AAI to AAI submitted be n will -contracto

. . ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal initiation of construction. initiation of construction. DEIAA any of his sub Management Measures Measures Management and MPCB operated from all will maintain Contractor veh used by roads All existing as sprinkling water regular for will arrange Contractor necessary for dust suppression at of materials The unloading re will be to settlements will source The contractor transporting construction materials, equipment and materials, equipment transporting construction machineries as précised. All be will materials to the site materials. water from ground preferentially of the permissio of the be kept clear of all dust/mud or other extraneous other extraneous or clear of all dust/mud be kept vehicles. such by materials dropped

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Transporting Materials Construction and Haul Road Management Water Construction

S. No. C.2.3 C.2.4

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-35 AAI AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Contractor Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental

and cross drainage drainage cross and alignment of extension extension alignment of ntenance and refuelling ated during construction ated during construction precautionary measures to to measures precautionary ants storage sites, vehicle, vehicle, sites, ants storage construction phase of the phase construction -Level Car Park and Cargo Termin Cargo Park and -Level Car in natural in natural cceptable to the Maharashtra e airport site will be disposed be disposed will e airport site Board (MPCB). (MPCB). Board

is provision of construction of culvert over the is provision of construction ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal re channels. airport. mai machinery and equipment Management Measures Measures Management the minimize all precaution to take will The contractor in the of water wastage materials construction no that ensure will Contractor as not off so disposed or appendage like earth, stone, of water the flow block to The all take will The Contractor th arising from All waste off in the manner that is a Control Pollution vehicle that all construction ensure will The contractor fuel/lubric parking location, prevent the wastewater gener the wastewater prevent bodies. or water streams from entering into natural drain passing through through natural drain passing of runway.

iated City Side facilities, Multi facilities, Side City iated

from from

ontrol ontrol Fuel and Lubricants and Lubricants Fuel Environmental Environmental Aspect/Issue Work Construction Drainage and Flood C Pollution Water Pollution from Water Pollution Wastes Construction Water Pollution

1

S. No. C.3 C.3. C.4 C.4.1 C.4.1.1 C.4.1.2

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-36 AAI Monitoring Monitoring Supervision/ Supervision/ EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental CB CB shall CB MP

spillage of fuels of spillage identified disposal disposal identified - ance and refuelling will

for vehicle parking, wash wash parking, for vehicle ter, encapsulation of dust dust ter, encapsulation of taminate the ground. Oil taminate the ground. Oil all vehicle/machinery and petroleum products will be be will products petroleum as per the design provided. provided. design as per the -Level Car Park and Cargo Termin Cargo Park and -Level Car and storing for collection, fashion that fashion that very precaution to reduce the to reduce very precaution of screen/barriers. screen/barriers. of in accordance with MoEF&CC and MP with MoEF&CC in accordance

lan. lan.

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal be used to procure materials. materials. procure be used to sites. All spills and collected sites. All spills and disposed off guidelines. equipment operation, mainten equipment operation, in such a be carried out con and lubricants does not provided be will interceptors areas down and refuelling Management Measures Measures Management site construction approved per as be located sites will layout p that will ensure Contractor will arrange Contractor the pre to wastes oily of disposal e take will The contractor sites involving level of dust from construction wa of sprinkling earthwork by the by crushers licensed only Alternatively, source and by erection source

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Air Pollution Dust Pollution

S. No. C.4.2 C.4.2.1

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-37 AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental as per as per CB noise CB noise AAI

ollers, front loaders, front loaders, ollers, hicles and machinery nd defective will be nd defective will be ss of exhaust silencers during routine servicing servicing routine during used in construction will will used in construction PUC certificates for all all for certificates PUC t pollution emissions levels levels emissions t pollution all vehicles, equipment and and equipment all vehicles, -Level Car Park and Cargo Termin Cargo Park and -Level Car t requirements. requirements. t chinery used for the project. the project. chinery used for the MoEF&CC/CPCB/MP

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal will be done regularly and regularly done will be operations, the effectivene will be checked and if fou strictly conform to standards. silencers. exhaust be fitted with ve of all construction Servicing replaced. r project such as compactors, All plants and equipment used in construction shall shall construction in used equipment and All plants and equipment All vehicles the in used equipment for construction Limits

    the monitoring plan. the monitoring vehicles/equipment/ma to be submitted will also results Monitoring Management Measures Measures Management Contractor will ensure that regularly are machinery used for construction tha confirm maintained and submit will The Contractor the following: will confirm The contractor comply with the relevan comply with

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Emission from Vehicles, Construction and Equipment Machineries Pollution Noise Noise Noise Pollution: from Vehicles, Plants and Equipments

S. No. C.4.2.2 C.4.3 C.4.3.1

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-38 AAI Monitoring Monitoring Supervision/ Supervision/ EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental to all all to nt in the free field), free field), the nt in to loud noise, and noise, and loud to hedule and results will will results hedule and hing, compaction, or hing, compaction, es for workers during for workers during es dB (A) (measured at one shields to workers who are are who workers to shields olding, ladders, working working ladders, olding, ried out at the construction the construction out at ried -Level Car Park and Cargo Termin Cargo Park and -Level Car vironment (Protection) rules, rules, (Protection) vironment

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal workers employed on mixing asphalt materials, materials, asphalt mixing on workers employed sites as per the monitoring sc monitoring per the sites as as specified in the En concrete mixers, cranes (moveable), vibrators and and vibrators mixers, cranes (moveable), concrete saws shall not exceed 75 equipme of the edge meter from 1986. car shall be Monitoring AAI. be submitted goggles protective and footwear Protective etc. cement, concrete eye- protective Welder's works engaged in welding mixing operation. concrete up. taken site will be handling of materials at Earplugs to workers Earplugs to exposed workers measur safety Adequate regulations all with will comply The contractor scaff safe regarding workers working in crus workers working

      Management Measures Measures Management provide: will The contractor

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Safety Personal Safety for Labour Measures

S. No. C.5 C.5.1

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-39 AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental th zero tolerance. th zero larly inspected and inspected and larly ts will be provided to provided be ts will sure that during the that during the sure equipment and ensure ensure and equipment risk’ areas and enforce ect, will be kept in good good in kept be ect, will any person or the public. any person or the public. relevant provisions of the the of provisions relevant all required precautions to precautions to all required

-Level Car Park and Cargo Termin Cargo Park and -Level Car codes, (IS) Standards Indian ll mark ‘hard hat’ and ‘no ‘hard hat’ and ‘no mark ll try and egress. try and hines to be used in the construction will hines to be used in the construction compliance of use of PPE wi compliance of use PPE

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal platforms, stairwells, excavations, trenches and trenches and platforms, stairwells, excavations, means of en safe to. adhered 1996 are Act, Services) wi The Contractor non- The contractor will make The contractor construction work all construction Workers Construction and other Building of and Conditions (regulation of Employment smoking’ and other ‘high smoking’ and other conform to the relevant conform to the relevant def patent free from will be working order, will be regu No material will be so stacked or placed as to cause to as or placed be so stacked No material will danger or inconvenience to ligh All necessary fencing and protect the public in construction zones. zones. in construction public protect the All mac IS provision. as per properly maintained

   that: Management Measures Measures Management will take The contractor electrical from danger prevent  

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Risk from Electrical Equipment(s)

S. No. C.5.3

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-40 AAI AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Contractor Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental

ries Rules in every work work Rules in every ries e, erect and maintain and maintain erect e, zed dressing materials and and zed dressing materials reasonable precautions to reasonable rs and public from fire, etc. from fire, rs and public required arrangements so so arrangements required oardings written in English English in oardings written -Level Car Park and Cargo Termin Cargo Park and -Level Car vent of an emergency. ap all necessary steps can be can ap all necessary steps e, wherever required at the the at required wherever e, son(s) to the nearest hospital hospital to the nearest son(s)

Marathi languag Marathi quipment and trained nursing staff at construction construction staff at nursing trained and quipment ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal zone zone per or sick injured E camp. a readily available first aid unit including an an unit including aid first available a readily of sterili adequate supply the Facto as per appliances take to times all at transport suitable of availability

   construction site. site. construction prevent danger to the worke danger prevent activities. construction due to resulting Management Measures Measures Management all will take The contractor make will The contractor of any mish that in case Construction aid treatment. first for prompt taken will identify Contractor the by prepared Plan Safety e necessary actions in the for : will arrange The contractor provid will The contractor h signs, informatory/safety and

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Measure Risk Force First Aid Informatory Signs and Hoardings Property Archaeological

S. No. C.5.4 C.5.5 C.5.6 C.6

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-41 AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental of AAI

the Archaeological which all work shall be all work which ed on the site shall be be the site shall ed on and shall be dealt with dealt and shall be t the instructions for the instructions t y other persons from y other from persons sonable precautions to to sonable precautions such article or thing. He such article or thing. instructing the Contractor Contractor the instructing overy thereof and before overy thereof and before

-Level Car Park and Cargo Termin Cargo Park and -Level Car structures of antiquity, value n and maintenance of labour n and maintenance of labour ll relevant provisions of the the of provisions ll relevant relevant legislation. legislation. relevant Environmental Expert of Environmental Expert will seek direction from seek will

. AAI AAI ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal Survey of India (ASI) before before India (ASI) of Survey in the site. to recommence the work and other remains or things of geological or things of geological or and other remains discover interest archaeological of the Government the property of the as per provisions Management Measures Measures Management of coins, articles All fossils, rea take will The contractor or an his workmen prevent any removing and damaging disc upon will, immediately the acquaint removal The a follow will Contractor Workers Construction other the and Building of Service) and Conditions (Regulation of Employment Act, 1996 for constructio camp such discovery and carry ou carry such discovery and waiting same, with the dealing stopped.

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Chance Found Archaeological Property Management Camp Labor Accommodation

S. No. C.6.1 C.7 C.7.1

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-42 AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental

. es and regular es and regular the tank at least 1mt. least 1mt. the tank at cilities in functional and and in functional cilities r camp site at suitable r camp site at suitable e in an accessible place, accessible place, e in an ion that uncontaminated uncontaminated ion that tion of Employment and tion of Employment IS 10500:2012. the Building and other other and the Building

-Level Car Park and Cargo Termin Cargo Park and -Level Car struct and maintain labour maintain labour and struct maintain necessary living maintain necessary living king, cooking and washing. and king, cooking provide potable water facilities water facilities provide potable guarantee the following: guarantee g ground level. level. ground g ce) Act, 1996. 1996. ce) Act, of sufficient quantity of potable water (as (as water potable of quantity sufficient of water storage tank is provided that will be be will that provided is tank storage water

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal If any and easily accessible plac per IS) in workplace/labou maintenance of such facilities. of the bottom kept such that from the surroundin parameters prescribed in Supply Supply as per standards set by set as per standards Workers (Regula Construction Conditions of Servi Management Measures Measures Management The contractor will fa ancillary and accommodation site hygienic manner at the construction will con The contractor a fash such accommodation in drin is available for water also will The Contractor workplac precincts of within the will also The contractor a) b) as per month every done be will water of Testing c)

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Potable Water

S. No. C.7.2

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-43 AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental f it earth designed, designed, wherever required, required, wherever provided in all toilets in all toilets provided by putting layer o layer by putting cm. layer of waste or or cm. layer of waste tion to the air, ground ground the air, to tion ll be required to inspect inspect to required be ll th a layer of earth for om men (marked in in om men (marked a week to ensure the a week courses take place nent tank prepared for the for nent tank prepared

-Level Car Park and Cargo Termin Cargo Park and -Level Car which to be cleaned are and AAI wi

in such a fashion that no health health no that a fashion in such ensure that : ensure

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal hazards occurs and no pollu no hazards occurs and at the bottom of a perma of a at the bottom 15 purpose and covered with and then covered wi refuse the sewage system for the camp will be be camp the will for system the sewage operated built and water or adjacent separate toilets/bathrooms, for women provided be vernacular) will be to and urinals dry- with be will workplaces in all toilets system (receptacles) sanitary condition strict kept in a off disposed to be night soil is fortnight. screened from those fr adequate water supply is to be is supply adequate water

     Management Measures Measures Management of Expert Environmental will The contractor the labour camp once in compliance of the EMP.

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue and Sewage Sanitation System

S. No. C.7.3

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-44 AAI AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Contractor Contractor Airport Operator inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental will be will be implemented by by implemented clean and tidy, at the the at clean and tidy, scribed by the ICAO scribed by ensue that there is no is ensue that there will be airport. Vehicles at the entire satisfaction to the the entire satisfaction to tures; dispose all garbage, dispose all garbage, tures; by preventive maintenance maintenance preventive by garbage bins in the camps in the camps garbage bins restoration plan. The clean- The plan. restoration -Level Car Park and Cargo Termin Cargo Park and -Level Car AAI. Rules 2016. 2016. Rules 30 m stack heights of DG sets heights of DG stack 30 m

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal provided as per the CPCB guidelines. Proper traffic guidelines. Proper traffic provided as per the CPCB to prepared will be management of in reduction help will It airport. congestion at traffic emissions from the vehicular and ensure that these are regularly emptied and and emptied regularly are these that and ensure Solid the manner as per a hygienic off in disposed Waste Management Management Measures Measures Management will provide The contractor prepare site will Contractor operations up and restoration The contractor demobilization. to prior the contractor will clear all temporary struc as per Waste Management wastes night soils and POL practices. be left will zones All construction the to expense, contractor's Environmental Expert of pre Compliance of all standards during operation of aircrafts aircrafts of during operation and monitoring.

iated City Side facilities, Multi facilities, Side City iated

up Operations, up Operations, -

Environmental Environmental Aspect/Issue Waste Disposal Demobilization Contractor’s Clean and Restoration Rehabilitation Stage Operation Air Pollution

S. No. C.7.4 C.8 C.8.1 II O. 1

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-45 AAI C of AAI C of Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EM

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Airport Operator Airport Operator Airport Operator inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental 16. which which Sewage Sewage collected, placed at at placed helpful in helpful

new terminal new terminal made to stop made to stop MBR based MBR based ste will be generated be generated will ste external agency for for agency external will have a “Pollution “Pollution a will have ll be carried out as per as per ll be carried out ensure effectiveness of Collection of waste water water waste of Collection Development of greenery Development of greenery ter required cisterns. Pour cisterns. ter required compliance of discharge Efforts will be be will Efforts

-Level Car Park and Cargo Termin Cargo Park and -Level Car dscaping at the be made to reduce water water be made to reduce

Solid Waste Management Rule, 20 Management Solid Waste will be used at airport, be used at airport, will ste collection bins will be bins will ste collection

Pune Civil Enclave. Enclave. Civil Pune (much) less water. Pune Civil Enclave, which will be Pune Civil Enclave, for greenery and lan for greenery and ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal improving ambient air quality. Monitoring of ambient of ambient Monitoring air quality. improving ambient wi emission source air quality/ monitoring plan. Treatment Plant (STP). Regular testing and analysis of of analysis testing and Regular (STP). Plant Treatment to treated waste from STP and operation of STP standards. strategic locations in the new integrated terminal terminal the new integrated in strategic locations segregated and handed over to per disposal as and treatment of waste water in water of waste and treatment require from Management Measures Measures Management and be maintained airport will will Continuous efforts solid wa per day kg Approx. 2600 Under Control” certificate. certificate. Under Control” airport will be and landscaping at the wa consumption using less flush toilets building wa Municipal wastage and leakage of water. Reused treated waste waste treated Reused and leakage of water. wastage water

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Water Pollution Soil

S. No. O. 2 O. 3

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-46 AAI Monitoring Monitoring MC of AAI MC of Supervision/ Supervision/ EMC of EMC of E

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Airport Operator Airport Operator Airport Operator inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental 16. star BEE BEE star transported transported earplug while while earplug

s collected separately in in separately collected provided with acoustic acoustic with provided provided. Solar passive passive Solar provided. t as barrier for noise. for noise. t as barrier is en belt, landscaping and and en belt, landscaping lubricating waste oil and oil oil oil and lubricating waste -Level Car Park and Cargo Termin Cargo Park and -Level Car will emission source quality/ will be guidelines. Terminal building is is building Terminal guidelines. sold to authorized recyclers as as recyclers sold to authorized will be be will that there is no traffic congestion traffic congestion is no there that in reduction of vehicular emissions of vehicular in reduction ribed by the ICAO during operation by the ICAO during operation ribed ventive maintenance and monitoring maintenance and monitoring ventive per monitoring plan. plan. per monitoring Solid Waste Management Rule, 20 Management Waste Solid MPCB MPCB used instead of GLS lamps. Energy Energy of GLS lamps. used instead will be ensure will be used for terminal building, building, terminal for be used will t. It helps complied. Proper traffic management plan is plan is traffic management Proper complied. will be

waste generated from the airport is the airport from generated waste

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal MPCB guidelines. attending the Gre aircraft. ac the airport boundary at air of ambient Monitoring be carried out as enclosure as per as per enclosure containers and techniques techniques sound proof. Ground staff wear Ground sound proof. prepared to prepared to from the airport. DG sets DG sets from the airport. efficient HVAC system system HVAC efficient of aircrafts by pre of aircrafts by will be Management Measures Measures Management for disposal hired agency that buildings. It is ensured the per as waste solid disposing is wastes of solid provisions of the All standards presc LED glass. & material building Efficient Use of Energy lamps Solid at airpor in close containers. Used etc contaminated cloths per

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Noise Pollution Energy Conservation

S. No. O. 4 O. 5

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-47 AAI AAI AAI Monitoring Monitoring Supervision/ Supervision/ EMC of EMC of EMC of EMC of

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction Airport Operator Airport Operator Airport Operator Airport Operator inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental signaled and and signaled al equipment’s will be willbe al equipment’s developed at the airport. the airport. at developed grounded, well insulated insulated grounded, well signages will be retro signages will be retro designated parking area area parking designated ting on/ off control system system on/ off control ting codes. Employees will be be will Employees codes. -Level Car Park and Cargo Termin Cargo Park and -Level Car d, Landscaping/greenery will will d, Landscaping/greenery tting gloves, as appropriate. as appropriate. gloves, tting

will be will be well marked, deployed to guide the vehicles and and the vehicles guide to deployed installed for minimization of energy of energy for minimization installed based Building Management System System Management Building based -

new integrated terminal building. building. terminal new integrated will also will also provided in the airport area for optimum for optimum area airport the in provided will be

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal stop vehicles stop vehicles and conform to applicable to and conform ear and eye boots, safety hats, hard with provided snug fi protection and informatory and warning informatory and warning the night. clearly visible in type provided, reflective Marshals utilization of energy. Management Measures Measures Management rating energy efficiency electric at installed Microprocessor Landscaping/ greenery be will lan additional On vacate be developed. at be parked will All vehicles crossings only. Road Electrical equipment (BMS) consumption. Automatic ligh consumption. Automatic will be Measures Safety General

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue Terrestrial Ecology Traffic Management Hazards Occupational and Safety

S. No. O. 6 O. 7 O. 8

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs

rport rport 10-48 Monitoring Monitoring Supervision/ Supervision/

Responsibility Responsibility Agency Agency al at Civil Enclave, Pune Ai Enclave, at Civil al Construction Construction

inal Building, Modification of existing Modification inal Building,

Environmental Management Plan Plan Management Environmental will be will be provided to provided ions employment and and employment will be ear muff and ear plug, plug, ear muff and entially exposed to high high to entially exposed

-Level Car Park and Cargo Termin Cargo Park and -Level Car the airport. Pre- the airport.

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal ground staffs at ground staffs at conducted for personnel pot noise areas. Management Measures Measures Management Necessary control measure like high visible vest with refractive tape high visible vest with refractive General Health Measures Measures Health General medical examinat periodic audiometric

iated City Side facilities, Multi facilities, Side City iated

Environmental Environmental Aspect/Issue

S. No.

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) LtdABC Techno India Pvt. Labs EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Looking into the potential requirements of each of the target groups, the following training modules have been suggested for construction and operation phases as part of the EMP.

Assistant General Manager (EMC)

Manager Manager (Utility) (Environment)

Technician STP Technician Environmental

Figure 10.4: Organogram for Environmental Management Cell

For Construction Phase:

Module I : Environmental Overview Module II : Environmental Regulations and Acts Relevant to Construction Activities Module III : Environmental Impact Assessment During Construction at Airport Module IV : Environmental Sound Construction Management at Airport

For Operation Phase:

Module I : Airports and Environmental Issues Module II : Environmental Regulations and Acts Relevant to Operation of Airport Module III : Source of Pollution at Airport

ABC Techno Labs India Private Limited 10-49 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Module IV : Environmental Impact Assessment during Operation of Airport Module V : Environmental Management Plan for Airport Module VI : Noise Mitigation at Airports Module VII : Planning of environmentally Sustainable Operation of Airport Module VIII : Long Term Environmental Issues in Airports Management

10.3.3Grievance Redressal Mechanism

In order to ensure that grievances and complaints by local people on any aspect of the environmental and social impacts during construction and operation phases of the proposed project will be addressed in a timely and satisfactory manner and that all possible avenues will be available to resolve their grievances (if any), mechanisms for Grievances Redressal will be setup. Environmental Management Cell will also work as Grievances Redressal Cell (GRC).

Any complaint received from local area regarding environmental and social issues will be forwarded to General Manager (EMC), who will promptly take decision and give instructions to implement necessary measures to resolve the complaints or grievances. To ensure effectiveness of mitigation measures monitoring will be done regularly.

10.3.4 Reporting and Monitoring System

Reporting system provides the necessary feedback for project management to ensure quality of the work and that the programs are on schedule. The rationale for a reporting system is based on accountability to ensure that the mitigation measures proposed as part of the Environmental Management and Action Plan gets implemented during construction and operation phase of the proposed new terminal building.

The reporting system will operate linearly with the contractor who is at the lowest step of the implementation system to the project management and will report to AAI.

ABC Techno Labs India Private Limited 10-50 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

The monitoring and evaluation are critical activities in implementation of all projects. Environmental monitoring involves periodic checking to ascertain whether activities are going according to the plans. It provides necessary feedback for management to keep the program on schedules.

For the project all reporting by the contractor will be on weekly basis. The AAI environmental cell will be responsible for preparing targets for each of the identified EMAP activities.

The compliance monitoring and the progress reports on environmental components may be clubbed together and submitted to the AAI monthly during the each phase of implementation period. At the end of implementation, monthly progress report on environmental issues may be discontinued.

During the construction period, a compliance report may include description of the items of EMAP, which were not complied by any of the responsible agencies. It would also report the management and field actions taken to enforce compliance. It may however, be noted that certain items of the EMAP might not be possibly complied with in the field due to a variety of reasons. The intention of the compliance report is not to suppress these issues but to bring out the circumstances and reasons for which compliance was not possible. This would help in rationalizing the implementation of the EMAP during the remaining duration of implementation. Solutions for further effective implementation should also come out as a result of the compliance monitoring reports.

Photographic records will also be established to provide useful environmental monitoring tools. A full record will be kept as part of normal contract monitoring. Reporting and Monitoring Systems for various stages of construction and related activities have been proposed to ensure timely and effective implementation of the EMAP.

The reporting by the contractor will be a monthly report like report of progress on construction and will form basis for monitoring.

ABC Techno Labs India Private Limited 10-51 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

 Monitoring of facilities at construction camps  Monitoring of air, noise, soil and water parameters  Monitoring of survival of plantation  Monitoring of cleaning of drains

10.4 Corporate Environmental Responsibility Initiatives

Airport Authority of India has taken following CSR Initiatives in the area:

Community Toilet: Airports Authority of India has constructed one community toilet for male and female separately in Bhavdi Village. Total expenditure incurred in the toilet is Rs 24 Lakhs. The photograph of the same is given below:

Digital Class Rooms: Airports Authority of India has constructed digital class rooms with 10- 10 numbers computers, project, table and chair in primary schools at Shivaji Nagar and Gokhle Nagar at Pune. Total expenditure incurred for digital class rooms at Shivaji Nagar and Gokhale Nagar in Pune City is Rs 24.5 Lakhs.

Under Corporate Environmental Responsibility (CER) as specified under Ministry of Environment, Forest and Climate Change (MOEFCC) Office Memorandum vide F.NO. 22-65/2017-IA-III dated 1st May 2018, AAI has allocated budget of Rs 3.5 Crores for surrounding areas. The proposed activities under CER will be undertaken in consultation District Collector.

ABC Techno Labs India Private Limited 10-52 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

Community Toilet at Bhavdi Village, AAI Pune

Digital Class Rooms at Shivaji Nagar and Gokhale Nagar, AAI Pune

ABC Techno Labs India Private Limited 10-53 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

ABC Techno Labs India Private Limited 10-54 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Environmental Management Plan

10.5 Budget for Environmental Management and Monitoring Plan

For implementation of mitigation measures and environmental management plan to mitigate the potential adverse impacts during the construction and post construction phase of are summarized in Table 10.4. Total budget of Rs 3.1 Crores has been kept for implementation of environmental management plan during construction and operation phases of new integrated terminal building and associated facilities. The estimated budget for environmental monitoring plan is given in Table 6.2 in Chapter 6. Total budget of Rs 0.12 Crore has been kept for environmental monitoring during construction and operation phases.

ABC Techno Labs India Private Limited 10-55

rport rport

0 5000 5000 50000 25000 25000 10000 200000 100000 200000 100000 100000 500000 200000 100000 500000 1500000 Recurring Recurring Cost/Annum (Rs) (Rs) Cost/Annum

al at Civil Enclave, Pune Ai Enclave, at Civil al

inal Building, Modification of existing Modification inal Building, 10-56 50000 50000 25000 20000 20000 150000 200000 500000 100000 500000 300000 200000 700000 500000 800000 600000 9000000

Environmental Management Plan Plan Management Environmental 15000000 Total Cost (Rs) Total Cost (Rs)

-Level Car Park and Cargo Termin Cargo Park and -Level Car

g of cements bags bags of cements g

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal Items of with Sprinkling Dust Management Water Transporting, Covers for Vehicles Materials Construction for de-dustin Shed Workers Facilities for Construction Sanitary Silt Fencing Oil & Grease Traps Installation of STP Workers to Facilities soils top of Preservation Storage Yard Fuel Cement Flooring at from sites for collection of waste Bins segregation Waste collection and and muff Ear plugs and muff Ear plugs Plant Power Solar measures Energy conservation for workers PPEs BOCW Regulations as per Workers facilities

iated City Side facilities, Multi facilities, Side City iated

Stage Stage Construction Construction Operation Construction Construction Construction Operation Construction Operation Operation Phase Construction Table 10.4: Budget for Implementation of Environmental Management Plan

Air Water Construction Safety Soil Waste Management Noise Energy Conservations Occupational Health & Safety Components Components

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) Limited India Private Labs ABC Techno

rport rport 500000 4120000 Recurring Recurring Rs 0.41 Crores Crores Rs 0.41 Cost/Annum (Rs) (Rs) Cost/Annum

al at Civil Enclave, Pune Ai Enclave, at Civil al

inal Building, Modification of existing Modification inal Building, 10-57 2000000 Environmental Management Plan Plan Management Environmental 30715000 Rs 3.1 Crores Crores 3.1 Rs Total Cost (Rs) Total Cost (Rs)

-Level Car Park and Cargo Termin Cargo Park and -Level Car

ted Terminal Building, Reconstruction of Old Term Reconstruction Building, ted Terminal Items Green and Airport Landscaping within settlement nearby in Belt/plantation Total Say

iated City Side facilities, Multi facilities, Side City iated Stage Stage Operation

Landscaping Landscaping Components Components

EIA/EMP for Construction of New Integra for Construction EIA/EMP expanded Terminal Building, Assoc (Maharashtra) Limited India Private Labs ABC Techno EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

CHAPTER 11

SUMMARY & CONCLUSIONS

11.1 Introduction

Pune Airport (Aerodrome Code 4C) belongs to Ministry of Defence (IAF). The airfield was established in 1939 as RAF Poona to provide air security to the city of Bombay (now Mumbai). The base was home to World War II squadrons of de Havilland Mosquito and Vickers Wellington bombers and Super Marine Spitfire fighter aircraft. In May 1947, the Royal Indian Air Force took charge of the airfield. The Pune Airport was declared as a customs airport in January 1997 for the export of specified goods. With effect from 12 December 2005, Pune Airport was certified as an international airport for the clearance of passengers and baggage.

AAI is maintaining the Civil Air Terminal complex for facilitation of civil aircraft operation. Indian Air force is providing air traffic services. Pune Airport is a Custom Civil Enclave.

The existing old integrated passengers terminal building at Pune Airport is insufficient and congested for handling increasing numbers of passengers. The existing terminal building at Pune Airport has saturated. In view of the future traffic growth at Pune Airport, there is immediate requirement of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at the Pune Civil Enclave.

Airports Authority of India (AAI) has planned for construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport.

The EIA studies have been carried out as per TOR approved by MoEF&CC vide letter Dated 16 April, 2018.

ABC Techno Labs India Private Limited 11-1 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

11.2 Project Description

11.2.1Justification of proposed Development at Pune Civil Enclave

The existing old terminal building at Pune has saturated. In view of the future traffic growth at Pune Airport, there is an urgent requirement of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at the Pune airport premises on the land provided by Indian Airforce.

11.2.2 Key Scope of Proposed Development at Pune Civil Enclave

Under the proposed project, construction of new integrated terminal building, reconstruction of old terminal building, modification of existing expanded terminal building, associated city side facilities, multi -level car park and cargo terminal at Civil Enclave are proposed. The scope of work for proposed development at Pune Civil Enclave is given below:

 New Integrated Terminal Building will be constructed on 35000 Sqm area adjacent to old terminal building.

 7000 sqm area of existing old terminal building will be reconstructed.

 Construction of New Integrated Cargo Terminal having an area of 2750 sqm (approx.) along with truck docking area in the city side, palletization area in the air side and Track parking area as per BCAS Norms.

 The planning and design of multilevel car park with all amenities for at least 1000 cars with additional future provision for 500 cars and surface parking for VIP cars & 10 buses, separate car / scooter park area for AAI and airlines staff at appropriate location. 2 floors of commercial space and other passenger facilities i.e. ground and first floor shall be provided in the multilevel car park.

 Expansion of existing Apron towards East side for 4 Nos. Code "C"

ABC Techno Labs India Private Limited 11-2 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

(AB321/B737) type of aircrafts along with associated Link Taxi track having an apron and taxi track area of 20800 sqm (approx.) and shoulder area of 6050 sqm approx.) connecting the expanded apron to the parallel taxi and associated shoulders, GSE Area etc.

 Other Associated facilities

11.2.3 Utilities and Other Features

 Existing Civil Enclave is located on 26.01 Acres land. For proposed development of existing Civil Enclave additional 15.84 Acres land free from all incumbrances is being handing over by Indian Airforce to Airports Authority of India.  Total power requirement for the proposed development of Pune Civil Enclave will be 6775 kW. It is proposed to install 5 numbers of DG sets considering one additional standby DG set of 1500 kVA capacity.  Central Airconditioning plant is proposed and total estimated air-conditioned load is 1700 TR after diversity. Microprocessor based control system (BMS) will also be installed at the Pune Civil Enclave.  At the new integrated terminal building Energy Conservation will be as per Energy Conservation Building Code 2007 (ECBC). 150 kW solar PV power plant will be esteblished to generated solar power.  Fresh water requirement will be 715 KLD for domestic, food courts, retail, offices, HVAC, etc. Water requirement will be extracted through bore wells at the Pune Civil Encalve after obtaning prmission from competent Authority.  As per water balance diagram, 1125 kl/d sewage will be generated after the operation of integrated terminal building which will be treated in STP of capacity 1200 kl. Moving Bed Biofilm Reactor (MBBR) type STP will be installed for treatment of waste water at the Pune Airport.  For storm water management at the site, rectangular sections for side drains will be provided. The drains have been kept sufficiently away from the taxiway / runway.

ABC Techno Labs India Private Limited 11-3 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

11.2.4 Project Cost

The estimated cost of new Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Expansion of existing Apron and taxi track, Multi -Level Car Park and Cargo Terminal at Civil Enclave at Pune Civil Enclave is estimated as approx. Rs 700 Crores.

11.3 Description of Environment

Topography and Physiography: The topography of the study area is almost plain. The average elevation at the site is 586 m amsl. Ground elevation in the study area is vary from 554 m to 732 m above mean sea level. Indrayani River is flowing at distance of 6.7 km in north-east direction while Mule River is flowing at distance of 4.2 km. There are few hillocks/rockout crops in North-North West direction.

Geology: The entire area of the district is underlain by the basaltic lava flows of upper Cretaceous to lower Eocene age. The shallow alluvial formation of Recent age also occurs as narrow stretch along the major rivers flowing in the area.

Soil Characteristics: Soil of the area are generally medium black to deep black clayey soil. In the study area, soil are loam, sandy clay loam and sandy loam in texture.

Surface Water Resources: Indrayani River is flowing at distance of 6.7 km in north-east direction while Mule River is flowing at distance of 4.2 km. Pauna River is confluence with Mule River within study area at distance of 8.3 km in west direction. The general slope of the area in lower part of study area is towards Mula River in the south. In upper part of the study area slope towards Indrayani River in north-east direction.

Ground Water Quality: Ground water quality of study area meets desirable limit. Ground water resources in the study area were found fit for drinking purpose.

ABC Techno Labs India Private Limited 11-4 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

Micro Meteorology: The maximum ambient temperature recorded near Pune Civil Enclave during the study period was 41.7˚C while minimum temperature was recorded as 14.3˚C. Maximum relative humidity recorded near Pune Civil Enclave was 66.5% while minimum humidity was recorded as 38.8%. Maximum wind speed recorded near Pune Civil Enclave was 11.3 kmph while minimum wind speed was recorded as 1.8 kmph. Mean wind speed was 8.6 kmph. During the study period, predominant wind directions were recorded towards E-SE to W-NW Sector.

Ambient Air Quality: Ambient air quality monitoring have been carried out at

eight locations during pre-monsoon season for PM2.5, PM10, SO2, NO2, NH3, O3, C6H6, BaP, Pb, As, Ni and CO. National ambient air quality standards for industrial, residential, rural & other areas are met for all monitored parameters at all AAQM locations during the study period.

Noise Level: Nose measurements were carried out at 8 locations. The measured day and Night time Leq noise levels are within the limit stipulated noise standards.

Natural Hazards and Disaster Risk: The Pune Civil Enclave lies in seismic zone III according to zoning map of India. Structure of new terminal building has been designed in view of seismic factor and other natural hazards.

Landuse & Land Cover in the Study Area – As per satellite image interpretation, built up area/settlement (39.76%), waste & fellow land water (20.18 %), agriculture land (18.39%), vegetation/plantation (17.25 %) and rivers/water body (4.42 %).

Terrestrial Ecology: Within 10 km radius area, no species of flora and fauna have been categorized as rare, endangered and threatened (RET) species. There is no wildlife sanctuary, national park or other protected area within 10 km distance from the Pune Civil Enclave.

Socio-Economic Environment of Study Area: Total population of 3303148 in the study area comprises 1696628 male and 1606520 female from 25379 households. Scheduled caste population and scheduled tribe population is 13.4%

ABC Techno Labs India Private Limited 11-5 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

and 1.14%, respectively. Sex ratio of the study area is 947. The literacy rate in the study area is 79.8%.

11.4 Anticipated Environmental Impacts & Mitigation Measures

Topography & Physiography: Topography of the area is plain. For construction of the proposed facilities at the Pune Airport, approximately 98000 cum excavated earth will be generated from the proposed site. Entire quantity of excavated earth from the site will be used for filling and leveling undulating areas within Indian Airforce premises.

Mitigation Measures

 Land clearing at the site will be kept to the absolute minimum practicable;  Construction site would be designed to minimize filling of the earths.

Land Use Pattern: Existing Civil Enclave is located on 26.01 Acres land. For proposed development of existing Civil Enclave additional 15.84 Acres land free from all incumbrances is being handing over by Indian Airforce to Airports Authority of India. The land use pattern of the land to be used for construction of new integrated terminal building and associated works, will be changed permanently, however this impact will be localized.

Mitigation Measures

 Land clearing for construction site will be kept to the absolutely minimum practicable;  The filling and cutting of soil would be kept minimum; and  Construction debris and waste generated during construction activities will be collected and disposed in environmental sound manner as per applicable rules depending upon type of wastes.

Water Resources and Water Quality: During the construction phase of the construction of new integrated terminal building and other associated work at Pune Civil Enclave , approx 150 kl/day water will be required depending upon the type of construction activities. The water requirement will be met through existing deep

ABC Techno Labs India Private Limited 11-6 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

bore well. Total water requirement at Pune Civil Enclave after proposed new terminal building is estimated as 715 kld, which includes water for HVAC, CFT, green belt purposes. 1125 kld waste water generated from Pune Civil Enclave will be treated in MBBR technology based Sewage Treatment Plant (STP) and reused for HVAC, flushing, greenery development.

Mitigation Measures

 Continuous efforts will be made to reduce water consumption using less water required cisterns ;  Water efficient urinal and toilets will be provided in new integrated terminal building.  Efforts will be made to stop wastage and leakage of water;  Sewage and domestic waste water will be treated in MBBR based Sewage Treatment Plant  Reused treated waste water in HVAC, flushing, greenery and landscaping

Soils: Approx 2600 kg per day solid waste will be generated during operation of the new terminal building at Pune Civil Enclave, which is collected, segregated and managed by external agency for disposal as per Solid Waste Management Rules, 2016. Hence, the impact on the soil will be insignificant as an organized solid waste collection and disposal practices exist at the Pune Civil Enclave.

Mitigation Measures

 Agency will be hired for disposal of solid wastes as per the provisions of the Solid Waste Management Rules, 2016;  Solid waste generated from the Pune Civil Enclave will be transported in close containers;  Used lubricating waste oil and oil contaminated clothes etc will be collected separately in containers and will be sold to authorized recyclers as per CPCB/ Maharashtra Pollution Control Board guidelines.

Ambient Air Quality: During the operational phase of the new terminal building at Pune Civil Enclave, the intermittent air emissions are generated from aircraft engines during approach, landing, taxiing, take-off and initial climb, which is

ABC Techno Labs India Private Limited 11-7 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

termed as reference Landing and Take-off Cycle (LTO cycle). For power back up, there will be 5 DG sets of 1250 KVA capacity each will be available, which will be sufficient for new terminal building and associated facilities. Vehicular emissions will also be generated from the operation of vehicular traffic at the new integrated terminal building as ground support vehicles, passengers’ pickup and dropping

vehicles. Exhaust emissions comprising NO2, SO2, PM, CO, HC, etc will be generated from aircraft, DG sets and vehicular emissions.

Mitigation Measures

 Compliance of all standards prescribed by the ICAO during operation of aircrafts by preventive maintenance and monitoring;  19 m high chimney for each of DG sets will be provided as per the CPCB guidelines;  Proper traffic management plan will be prepared to ensue that there is no traffic congestion in front of new terminal building. It will help in reduction of vehicular emissions from the airport.  Ground vehicles at the airport will be maintained and have a “Pollution Under Control” certificate;  Development of greenery and landscaping at the airport for improving ambient air quality.

Noise Levels: The new integrated terminal building at Pune Civil Enclave will be sound proof. DG sets room will be acoustically treated to control noise levels.

Mitigation Measures

 The compliance of all standards prescribed by the ICAO during operation of aircrafts by preventive maintenance and monitoring,  Proper traffic management will be prepared to ensue that there is no traffic congestion at the airport. It helps in reduction of vehicular noise emissions from the airport,  DG sets will be provided with acoustic enclosure as per CPCB guidelines,  Green belt, landscaping and boundary at the airport act as barrier for noise;  Monitoring of ambient air quality/source emission will be carried out as per monitoring plan.

ABC Techno Labs India Private Limited 11-8 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

Terrestrial Ecology: During the new integrated terminal building and other associated work, 19 trees need will be felled after obtaining permission from Pune Municipal Corporation. Airports Authority of India has already applied to Pune Municipal Corporation for obtaining permission for cutting of trees. AAI has planned to plant 57 numbers of trees to compensate cutting 19 trees. For construction shrubs and ground flora will be cleared for new integrated terminal building and other associated work.

Greenery and landscaping will be developed at the new integrated terminal building. For irrigation of green belt, treated waste water from STP and accumulated rainwater will be available and used. This will have positive and long term beneficial impact on terrestrial ecology of the area.

Socio-Economic Environment: During construction and operation phase new integrated terminal building at Pune Civil Enclave will open additional direct and indirect job opportunities in the area and region. Further, it will attract more and more tourist, commercial and developmental activities in the area. Therefore, positive impacts are anticipated on socio-economic environment during new integrated terminal building at Pune Civil Enclave.

Employment and Economic Growth - The construction of new integrated terminal building at Pune Civil Enclave will result in a boost in tourism, commercial activities in the region. This will improve direct and indirect employment opportunities, revenue generation, commercial and industrial activities; therefore, resulting in positive impact on the employment and economic growth of the region.

11.5 Analysis of Alternatives

During design, construction and operation of new integrated terminal building at Pune Civil Enclave necessary measures will be taken for conservation of energy in line with “Energy Conservation Building Code–2017” and “National Building Code 2016”. The important energy conservation measures proposed for new terminal building are described below:

ABC Techno Labs India Private Limited 11-9 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

 New Integrated Terminal building will be designed and constructed for GRIHA Rating 4 star,  Use of Energy Efficient building material & glass,  Use of LED lamps instead of GLS lamps,  Use of Solar Backed up Light Emitting Diode Lamps instead of par lamps,  Energy efficient HVAC system,  Solar passive techniques for terminal building,  Use of 5 star BEE energy efficiency rating electrical equipments,  Microprocessor-based Building Management System (BMS) will be installed for minimization of energy consumption,  Automatic lighting on/ off control system will be provided in the airport area for optimum utilization of energy.

It is proposed that 150 KW solar power generation plant will be established at the Pune airport to produce clean energy. By adopting above measures more than 30% energy will be saved.

11.6 Environmental Monitoring Plan

To ensure the effective implementation of the mitigation measures and environmental management plan during construction and operation phases of the new integrated terminal building at Pune Civil Enclave, environmental monitoring plan have been prepared for ambient air quality, water quality, soil characteristics and noise monitoring. Suitable mitigation measures will be taken in case of monitored parameters are exceeding the stipulated limits.

11.7 Additional Studies - Risk Assessment & Disaster Management Plan

Hazard occurrence at the new integrated terminal building at Pune Civil Enclave may result in on-site implications, like, fire at the storage of HSD for DG sets followed by fire, bomb threat at terminal building, cargo terminal & aircraft and natural calamities like, earthquake, flood, etc. Other incidents, which can also result in a disaster at the Pune Civil Enclave are agitation/forced entry by external group of people, sabotage, air raids; and aircraft crash while landing or take-off.

ABC Techno Labs India Private Limited 11-10 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

Disaster management plan has been prepared comprising key functions of Airport operator, other supporting organizations/agencies/services for response during emergency at the new integrated terminal building at Pune Civil Enclave .

11.8 Project Benefits

The direct and indirect benefits of the construction of new integrated terminal building at Pune Civil Enclave are as follows:

Batter infrastructure facilities passenger at new terminal building, Decongestion at terminal building with more space and comfort, More parking faculties for Aircrafts and safe taxiing, Increase in regional economy as it will boost tourism and commercial activities in the region. Generation of more revenue to the state, hence more development of the region. Boost in tourism and more people to travel in the state Employment opportunity to people. More business and industrial opportunities

11.9 Environmental Management Plan

The Airports Authority of India will be responsible for the implementation of mitigation measures identified in Environmental Management Plan (EMP) for construction and operation phases of the new integrated terminal building at Pune Civil Enclave. There will be Environmental Management Cell (EMC) at new integrated terminal building at Pune Civil Enclave to look after day to day basis implementation of mitigation measures for construction and operation phases.

Budget for Environmental Management and Monitoring Plan

Total budget of Rs 3.1 Crores has been kept for implementation of environmental management plan during construction and operation phases of new integrated terminal building and associated facilities. Total budget of Rs 0.12 Crore has been kept for environmental monitoring during construction and operation phases.

ABC Techno Labs India Private Limited 11-11 EIA/EMP for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Summary & Conclusions

11.10 Conclusions

Anticipated adverse environmental impacts from the construction of new integrated terminal building and associated work at Pune Civil Enclave will be localised, short term and low/moderate in nature, and visible only during construction phase. Adverse environmental impacts identified in EIA study due to the proposed project will be mitigated by implementation of mitigation measures/environmental management plan (EMP) described in EIA report and compliance of applicable environmental regulations. The proposed project will have long term and regional beneficial/positive direct and indirect impacts on employment, socioeconomic conditions, state economy, tourism and development of the area and region.

ABC Techno Labs India Private Limited 11-12 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Disclosure of Consultant Engaged

CHAPTER 12

DISCLOSURE OF CONSULTANTS ENGAGED

12.1 Disclosure of Consultant Engaged

Airports Authority of India entrusted, M/s ABC Techno Labs India Private Limited, for carrying out EIA/EMP studies for the construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, expansion of link taxi track and Apron, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave.

ABC Techno Labs India Private Limited, an ISO 9001, ISO 14001 & OHSAS 18001 Certified Company and NABET (QCI) Accredited Environmental Consultancy Organization. The office of ABC Techno Labs India Private Limited is located at Chennai as per details given below:

ABC Techno Labs India Private Limited #400, 13th Street, SIDCO Industrial Estate (North Phase), Ambattur, Chennai – 600098

ABC Techno Labs India Private Limited is accredited by NABET (QCI)in the following Sectors: Sector Sector Name Category Number 1. Mining of minerals (Opencast only) A (i) Mining (Open cast and Underground) B 3 Irrigation projects only A 4 Thermal Power Plant A 8 Metallurgical industries (sec. ferrous only) B 9 Cement Plants A 10 Petroleum refining industry A 15 Leather/skin/hide processing industry A 21 Synthetic organic chemicals industry (dyes & dye A intermediates; bulk drugs and intermediates excluding drug formulations; synthetic rubbers; basic organic chemicals, other synthetic organic chemicals and chemical intermediates) 22 Distilleries A

ABC Techno Labs India Private Limited 12-1 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Disclosure of Consultant Engaged

Sector Sector Name Category Number 24 Pulp & paper industry excluding manufacturing of B paper from wastepaper and manufacture of paper from ready pulp without bleaching 28 Isolated storage & handling of hazardous chemicals B (As per threshold planning quantity indicated in column 3 of Schedule 2 & 3 of MSIHC Rules 1989 amended 2000) 29 Airports A 31 Industrial estates/ parks/ complexes/ B Areas, export processing zones(EPZs), Special economic zones (SEZs), Biotech parks, Leather complexes 33 Ports, harbours, jetties, marine terminals, break A waters and dredging 34 Highways, Railways, transport terminals, mass rapid A transport systems 36 Common effluent treatment plants (CETPs) B 37 Common municipal solid waste management facility B (CMSWMF) 38 Building and large construction projects including B shopping malls, multiplexes, commercial complexes, housing estates, hospitals, institutions 39 Townships and Area development Projects B

12.2 Expertise of ABC Techno Lab India Private Limited

ABC Techno Labs India Private Limited is the first firm to be accredited by NABET (National Accreditation Board for Education and Training), Quality Council of India, as an EIA Consultant. We are equipped with in-house, spacious laboratory, accredited by NABL (National Accreditation Board for Testing & Calibration Laboratories), Department of Science & Technology, Government of India. Since establishment our focus is on sustainable development of Industry and Environment based on sound engineering practices, innovation, quality, R&D and most important is satisfying customers need. The company has successfully completed more than 100’s projects of variety of industries, in the field of pollution control. ABC is also dealing in the projects of waste minimization and cleaner production technology. Our team of technocrats and scientists are well experienced to deal with the Designing,

ABC Techno Labs India Private Limited 12-2 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Disclosure of Consultant Engaged

Manufacturing, Fabrication, Installation and Commissioning of Effluent/Wastewater Treatment Plants, Sewage Treatment Plants, Combined Treatment Plants.

ABC Techno lab own a well experienced team of Scientists & Engineers who are looking after our well-equipped analytical laboratory with a facility including analysis of physical, chemical and biological parameters as per the requirements of the State Pollution Control Board and our clients.

12.3 NABET Accredited Environmental Experts Team for EIA Study

ABC Techno Labs India Private Limited carried out EIA studies for construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, expansion of link taxi track and Apron, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave. The multidisciplinary team comprising NABET accredited experts in the field of land use, air pollution control, air quality modeling & meteorology, water pollution control, ecology & bio diversity, noise/ vibration, socio economy, hydrology, geology, soil conservation, risks & hazard and solid & hazardous wastes management were deployed as team to carried out EIA studies for construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, expansion of link taxi track and Apron, Multi -Level Car Park and Cargo Terminal at Pune Civil Enclave. Details of team members with their role and responsibility are given in Table 12.1:

Table 12.1: NABET Accredited Team for EIA Study S. No. EIA Coordinator / FAE Name of the Expert/s

I. EIA Coordinator Mr. Vinod K. Gautam

II. Functional Areas

1. AP* Mrs. Vijayalakshmi

2. WP* Dr. R.K. Jayaseelan

3. SHW* Mr. Vinod K. Gautam

ABC Techno Labs India Private Limited 12-3 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Disclosure of Consultant Engaged

S. No. EIA Coordinator / FAE Name of the Expert/s

4. SE* Mr. Sushil U. Meshram

5. EB* Mr. Abhik Saha

6. HG* Dr. R.K. Jayaseelan

7. SC* Mr. Sameer Despande

8. AQ* Mr. Vinod K. Gautam

9. NV* Ms. Vijayalakshmi

10. LU* Mr. J Srinivas Rao

11. RH* Mr. Vinod K. Gautam

ABC Techno Labs India Private Limited 12-4 EIA for Construction of New Integrated Terminal Building, Reconstruction of Old Terminal Building, Modification of existing expanded Terminal Building, Associated City Side facilities, Multi -Level Car Park and Cargo Terminal at Civil Enclave, Pune Airport (Maharashtra) Disclosure of Consultant Engaged

ABC Techno Labs India Private Limited 12-5