REVALIDATED FINAL ENVIRONMENTAL IMPACT ASSESSMENT REPORT th Based on: TOR Letter. No. J-11011/ 477/2017-IA II (I) dated 13 October 2017

CUSTOM SOLUTIONS Opes sed nonummy tation augue pecus. Venio regula ea fatua incassum. Nisl quia et aliquip, scisco roto minim ali quip macto duis. Wisi regula eum consectetuer ut mos tamen enim, aliquip feugait regula. Ut amet opes ideo gemino et tinci dunt humo sed ut, macto, meus.

TECHNOLOGY CONSULTIN G PROVIDES A TOTAL END TO END S OLUTION. WEB SOLUTIONS Prepared for Opes sed nonummy tation verto augue pecus. Venio regula ea vel APPLICATION MANAGEMENT A A FRICTION MATERIALS PVT. LTD. fatua incassum. Nisl quia et aliquip, scisco roto minim aliquip macto

(Proposed Asbestos based brake lining for Vul putate iaceo, volutpat duis. Wisi regula eum consectetuer eum mara ut accumsan nut. Aliquip exputo abluo, Two-Wheelers of 6,67,000 PCS/day and Commercial Vehicle-5400 PCS/day capacity) ut mos tamen enim, aliquip feugait aliquam suscipit euismod te regula. Ut amet opes ideo gemino Location: Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana tristique volutpat immitto vocoIbidem abbas molior, minim facilisi, olim eros. qui, et tincidunt humo sed ut. Prepared for fere, paratus foras tation te neo eu, usitas.

Torqueo, qui lorem ipso utinam immitto vero sino. Appellatio, rusticus decet Monitoring Period: amet allapa facilisis feugait 1st October, 2017 to 31st December, 2017 (One Season) & 1st October 2018 to 31st October 2018 (One Month) typicus abbas ut valde. Ne nisl macto oppeto, et, velit EBUSINE SS Laboratory: esse foras sin aptentillum. SOLUTIONS M/s. Global Enviro Labs, Hyderabad (MoEF&CC recognised Laboratory) Enim iriure accumsan epulae • Mos ventosus feugiat blandit turpis vero abigo. accumsan inhibeo dolore populus • Mos in dolor, aliquip illum neo adipiscing iriure. praesent. Molior vicis feugiat • Autem verto illum cogo vulputate aliquam velos. valetudo quadrum quidem nisl ea • Consequat nostrud, pneum, ibidem ex. paulatim. Haero ut nutus accum • Ullamcorper quibus, velit distineo oppeto. January - 2018 Accredited by san melior, plaga cogo esse len • Consectetuer refero ut nimis vulputate quadrum. eum. Genitus, te vero, eratenim 6-3-652 | Flat # 7-3 | Dhruvatara Apartments | Amrutha Estates | Erramanjil | Somajiguda | • Delenit proprius foras patria vereor, duis facilisi. exputo letalis tation loquor ex. |Hyderabad- 500082|Phone: + 91-40-23314270 / 71| E mail: [email protected] |www.pioneerenvirolabs.com | PEOPLE WHO CARE FOR ENVIRONMENT | SAVE ENVIRONMENT |

DECLARATION

Declaration by Experts contributing to the Revalidated EIA report for the proposed Asbestos based Brake Lining Manufacturing Unit by M/s. A A FRICTION MATERIALS PRIVATE LIMITED at Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana. We, hereby, certify that the following EIA team is involved in the Revalidation of EIA report.

EIA Coordinator : Asbestos milling and asbestos based products Name : Mr. B. SHRAVAN GOUD

Signature : Date 02/01/2019

DECLARATION BY FUNCTIONAL AREA EXPERTS INVOLVED IN THE PREPARATION OF EIA REPORT Functional Area Name of the Expert Involvement Signature (Period) AP Mr. Y. Maheshwara Reddy Commenced from October 2018 to till date WP Mr. Y. Maheshwara Reddy Commenced from October 2018 to till date SW Mr. Y. Maheshwara Reddy Commenced from October 2018 to till date SE Mr. I. Durga Prasad Commenced from October 2018 to till date EB Prof. Bayyapu Reddy Commenced from October 2018 to till date HG Mr. V. Tarun Chander Commenced from October 2018 to till date GEO Mr. V. Tarun Chander Commenced from October 2018 to till date SC Prof. Bayyapu Reddy Commenced from October 2018 to till date AQ Mr. Y. Maheshwara Reddy Commenced from October 2018 to till date NV Mr. B. Kotaiah Commenced from October 2018 to till date LU Dr. Y. Ramamohan Commenced from October 2018 to till date RH Mr. D.H. Patel Commenced from October 2018 to till date

Involved as Name of the person Involvement Signature (Period) Team Member Mr. Nagarjuna SRD Commenced from October 2018 to till date Team Member Mr. K. Santhosh Kumar Commenced from October 2018 to till date

Declaration by the Head of the Accredited Consultant Organization

I, Y. MAHESHWARA REDDY, hereby, confirm that the above-mentioned experts Revalidated the EIA report of M/s. A A FRICTION MATERIALS PVT. LTD. for their proposed Asbestos based Brake Lining Manufacturing Unit at Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana. I also confirm that I shall be fully accountable for any misleading information mentioned in this statement.

Signature : Name : Y. Maheshwara Reddy Designation : Managing Director Organization : Pioneer Enviro Laboratories & Consultants Pvt. Ltd., Hyderabad Date : 02/01/2019

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

INDEX

S.No. Contents Page No. TOR LETTER TOR COMPLIANCE Chapter – 1 : Introduction 1.1 Purpose of the Report 1-1 1.2 Identification of Project & Project Proponent 1-2 1.3 Brief Description 1-2 1.3.1 Nature of the Project 1-2 1.3.2 Size of the Project 1-3 1.3.3 Location of the Project 1-3 1.3.4 Importance of Project 1-3 1.4 Scope of the Study 1-4

Chapter – 2 : Project Description 2.1 Type of Project 2-1 2.2 Need for the Project 2-1 2.3 Location of the Project 2-1 2.3.1 Environmental setting within 10 km. Radius of the project site 2-7 2.3.2 List of industries within 10 km. Radius of the project site 2-8 2.4 Details of Land 2-8 2.5 Size / Magnitude of Operation 2-11 2.6 Proposed Schedule for Approval and Implementation 2-11 2.7 Project Cost 2-11 2.8 Technology & Process Description 2-11 2.8.1 Raw Materials 2-11 2.8.2 Raw Material Storage & Handling 2-13 2.8.3 Material Balance 2-13 2.8.4 Manufacturing Process 2-14 2.8.4.1 List of Primary Machinery/Equipment to be installed 2-14 2.8.4.2 Process of Asbestos based Brake liners for Two-wheelers & Commercial 2-14 Vehicles 2.8.5 Power Requirement 2-16 2.8.6 Manpower Requirement 2-17 2.9 Environmental Mitigation Measures 2-17 2.9.1 Air Emission Control 2-17 2.9.2 Waste Water Management 2-18 2.9.3 Noise Level Management 2-18 2.9.4 Solid Waste Management 2-18 2.10 Assessment of New & Untested Technology for the Risk of Technological 2-18 Failure Chapter – 3 : Description of Environment 3.1 Baseline Environmental Status 3-1 3.2 Air Environment 3-1

REIA Index 1

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

3.2.1 Meteorology 3-1 3.2.2 Meteorological Data Recorded At Site 3-2 3.2.3 Air Quality 3-5 3.2.3.1 Selection of Sampling Stations 3-6 3.2.3.2 Parameters Monitored 3-6 3.2.3.3 Sampling & Analytical Techniques, Instruments Used For Sampling 3-6 3.3 Noise Environnent 3-15 3.3.1 Reconnaissance 3-16 3.3.1.1 Background Noise 3-17 3.3.1.2 Sources of Noise 3-17 3.3.2 Community Noise 3-17 3.3.2.1 Occupational Exposure 3-18 3.3.3 Methodology adopted for Noise level observation 3-18 3.3.4 Noise Level Observations in the Study Area 3-19 3.4 Water Quality Impacts 3-23 3.4.1 Surface Water Quality 3-23 3.4.2 Ground Water Quality Assessment 3-26 3.5 Land Environment 3-34 3.5.1 Hydrogeology & Draing Pattern Of The Area 3-34 3.5.2 Mineral Reserves 3-36 3.5.3 Seismic Effect 3-36 3.5.4 Land Use Pattern 3-38 3.5.5 Soil Environment 3-41 3.6 Biological Environment 3-46 3.7 Socio Economic Environment 3-50

CHAPTER – 4 : Anticipated Environmental Impacts & Mitigation Measures 4.1 Introduction 4-1 4.2 Air Environment 4-1 4.2.1 Impact on Topography And Climate 4-2 4.2.1.1 Impact on Topography 4-2 4.2.1.2 Impact on Climate 4-2 4.2.2 Predictions of Impact on Air Environment 4-2 4.2.3 Stack Height calculation 4-6 4.3 Prediction of Impacts on Water Environment 4-14 4.3.1 Water Requirement 4-14 4.3.2 Waste Water Generation 4-14 4.4 Prediction of Impacts due to Noise 4-15 4.4.1 Prediction of Impact Due to the Proposed Activity 4-15 4.4.2 Prediction of Impacts on Community 4-16 4.4.3 Prediction of Impact on Occupational Health 4-17 4.4.4 Prediction of Impacts on Habitation, Flora & Fauna due to Noise Levels 4-17 from the Proposed Project 4.5 Prediction of Impacts on Land / Soil Environment 4-17 4.6 Prediction of Impacts due to Vehicular Movement 4-18

REIA Index 2

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

4.7 Prediction of Impacts on Socio Economic Environment 4-20 4.8 Prediction Of Impacts On Biological Environment, Human Health & Crops 4-20 4.9 Prediction Of Impacts on Water Bodies 4-20

CHAPTER – 5 : Analysis of Alternatives [Technology & Site] 5.1 Alternative Technologies 5-1 5.2 Alternative sites Examined for Proposed Asbestos Based Brake Lining 5-1 Manufacturing Unit By M/s. A A FrictIon Materials.LTD.

CHAPTER – 6 : Environmental Monitoring Programme 6.1 Technical Aspects 6-1 6.1.1 Methodologies 6-1 6.1.2 Frequency & Locations of Environmental Monitoring 6-1 6.1.3 Data Analysis 6-2 6.1.4 Arrangements For Measurement & Monitoring Of Asbestos Work Zone AIR 6-3 Monitoring 6.1.5 Emergency Procedures 6-4 6.1.6 Detailed Budget & Procurement Schedules 6-4

CHAPTER – 7 : Additional Studies 7.1 Introduction 7-1 7.2 Public Consultation 7-1 7.2.1 Proceedings of Public Hearing 7-1 7.2.2 Management response for the issues raised during Public Hearing & action 7-1 plan 7.3 Risk Assessment 7-5 7.3.1 Introduction 7-5 7.3.2 Scope of Study 7-5 7.3.3 Fire Protection System 7-5 7.3.4 Methodology of MCA Analysis 7-6 7.3.5 Fire & Explosion and Toxicity Index 7-6 7.3.6 Assessment of Risk at M/s. AAFMPL 7-7 7.3.7 Risk & Consequence Analysis of Fire 7-8 7.3.7.1 Methodology 7-8 7.4 Disaster Management Plan 7-9 7.4.1 Disasters 7-9 7.4.2 Objectives of Disaster Management of Plan 7-10 7.4.3 Emergencies 7-11 7.4.3.1 General, Industrial, Emergencies 7-11 7.4.3.2 Specific Emergencies Anticipated 7-11 7.4.3.3 Emergency Organization 7-11 7.4.3.4 Emergency Communication 7-12 7.4.3.5 Emergency Responsibilities 7-12 7.4.3.5.1 Site Controller 7-13 7.4.3.5.2 Incident Controller 7-13

REIA Index 3

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

7.4.3.5.3 Emergency-Coordinator, Rescue, Fire Fighting 7-14 7.4.3.5.4 Emergency-Coordinator, Medical, Mutual Aid, Rehabilitation, Transport 7-15 and Communication 7.4.3.5.5 Emergency-Coordinator, Essential Services 7-15 7.4.3.5.6 General Responsibilities of Employees during an Emergency 7-16 7.4.3.6 Emergency Facilities 7-16 7.4.3.6.1 Emergency Control Centre 7-16 7.4.3.6.2 Emergency Power Supply 7-17 7.4.3.6.3 Fire Fighting Facilities 7-17 7.4.3.6.4 Location of Wind Sock 7-17 7.4.3.6.5 Emergency Medical Facilities 7-17 7.4.3.7 Emergency Actions 7-17 7.4.3.7.1 Emergency Warning 7-17 7.4.3.7.2 Emergency Shutdown 7-18 7.4.3.7.3 Evacuation of Personnel 7-18 7.4.3.7.4 All Clear Signal 7-18 7.5 Occupational Health and Surveillance 7-18 7.5.1 Occupational Health 7-18 7.5.2 Construction & Erection 7-23 7.5.3 Operation & Maintenance 7-23 7.6 Safety Plan 7-24 7.6.1 Safety Organization 7-25 7.6.1.1 Construction and Erection Phase 7-25 7.6.1.2 Operation & Maintenance Phase 7-25 7.6.1.3 Safety Circle 7-25 7.6.2 Safety Training 7-25 7.6.3 Health and Safety Monitoring Plan 7-25 7.6.4 Action Plan For The Implementation Of OHS Standards As Per Oshas/Usepa 7-26 7.7 Social Impact Assessment Study 7.26 7.7.1 Legislative & Regulatory Considerations 7-26 7.7.2 Objective 7-27 7.7.3 Scope 7-27 7.7.4 Approach & Methodology 7-28 7.7.5 Socio Economic Study Area 7-29 7.7.6 Project Impact Zones 7-29 7.7.7 Baseline Data And Analysis Of Surveyed Villages 7-31 7.7.7.1 Desktop Review / Research 7-31 7.7.7.2 Fleld Survey 7-32 7.7.7.3 Data Analysis & ITS Interpretation 7-36 7.8 R & R Action Plan 7-40

CHAPTER – 8 : Project Benefit 8.1 Physical Infrastructure 8-1 8.2 Socio Infrastructure 8-1 8.3 Employment Potential 8-1

REIA Index 4

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

8.4 Socio-Economic Developmental Activities Proposed 8-1

CHAPTER – 9 : Environmental Cost Benefits 9.0 Environmental Cost Benefit Analysis 9-1

CHAPTER – 10 : Environmental Management Plan 10.1 Introduction 10-1 10.2 Management during Construction phase 10-2 10.2.1 Site Preparation 10-2 10.2.2 Water Supply and Sanitation 10-2 10.2.3 Noise 10-2 10.2.4 Maintenance Of Vehicles 10-2 10.2.5 Waste 10-2 10.2.6 Storage of Hazardous Material 10-3 10.2.7 Land Environment 10-3 10.3 Post Construction Phase 10-3 10.3.1 Air Emission Management 10-3 10.3.1.1 Air Pollution Control Systems Proposed 10-3 10.3.1.2 Waste Scrubber/Chemical Scrubber 10-3 10.3.1.3 Measures Adopted To Mitigate The Air Emission 10-4 10.3.1.4 Compliance On Crep Recommendations 10-5 10.3.1.5 Good House Keeping 10-5 10.3.2 Water Pollution Management 10-7 10.3.3 Sold Waste Generation & Disposal 10-7 10.3.4 Noise Level Management 10-8 10.3.5 Land Environment 10-8 10.3.6 Measures For Improvement Of Ecology 10-9 10.3.7 Green Belt Development 10-9 10.3.8 Rainwater Harvesting 10-11 10.3.9 Energy Conservation Measures 10-13 10.3.10 Post Project Monitoring Strategy 10-13 10.3.11 BIS Standards On Environment & Safety For Asbestos Sheet Manufacturing 10-15 Units 10.3.12 Action Plan for compliance of the Directions of the Hon’ble Supreme Court 10-15 Of India 10.4 Cost for Environment Protection 10-16 10.5 Environment Policy 10-16

CHAPTER – 11 : Summary 11.1 Introduction 11-1 11.1.1 Environmental setting within 10 km. Radius of the plant site 11-2 11.1.2 Plant Configuration and Production Capacity 11-3 11.1.3 Raw Material Requirement 11-3 11.1.4 Manufacturing Process 11-4 11.1.4.1 Process Of Asbestos Based Brake Liners For Two-Wheelers & Commercial 11-4

REIA Index 5

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

Vehicles Asbestos Handling & Compounding 11.1.5 Water Requirement 11-5 11.1.6 Waste Water Generation 11-5 11.2 Description Of Environment 11-5 11.2.1 Ambient air quality 11-5 11.2.2 Water Quality 11-6 11.2.2.1 Surface Water Quality 11-6 11.2.2.2 Ground Water Quality 11-6 11.2.3 Noise Levels 11-6 11.3 Anticipated Environmental Impacts and Mitigation Measures 11-7 11.3.1 Prediction of impacts on air quality 11-7 11.3.2 Prediction of impacts on noise quality 11-8 11.3.3 Prediction of impacts on Water Environment 11-8 11.3.4 Prediction of Impacts on Land Environment 11-8 11.3.5 Prediction Of Impact On Biological Environment 11-8 11.3.6 Socio - Economic Environment 11-9 11.4 Environmental Monitoring Programme 11-9 11.5 Additional Studies 11-10 11.6 Project Benefits 11-10 11.7 Environment Management Plan 11-10 11.7.1 Air Environment 11-10 11.7.2 Water Environment 11-11 11.7.3 Noise Environment 11-11 11.7.4 Land Environment 11-12 11.7.5 Greenbelt Development 11-13sss 11.7.6 Cost for Environment Protection measures 11-13

CHAPTER – 12 : Disclosure of Consultant 12.1

REIA Index 6

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

TABLES

S. No. CONTENTS PAGE NO.

CHAPTER – 1 1.3.1 DETAILS OF PRODUCTION CAPACITIES 1-4

CHAPTER – 2 2.3.1 COORDINATES OF PLANT SITE 2-1 2.3.2 ENVIRONMENTAL FEATURES WITHIN 10 KM. RADIUS OF PLANT 2-7 2.4.1 LAND CLASSIFICATION 2-8 2.4.2 LAND USE STATEMENT OF THE PLANT AREA 2-10 2.5.1 DETAILS OF THE PROPOSED PRODUCTS & PRODUCTION CAPACITIES 2-11 2.7.1 BREAK-UP OF PROJECT COST 2-11 2.8.1 RAW MATERIAL REQUIREMENT FOR THE PROPOSED PROJECT 2-11 2.9.1 AIR EMISSION CONTROL SYSTEMS PROPOSED 2-17

CHAPTER – 3 3.2.1 24 HOURLY SITE-SPECIFIC MICRO-METEOROLOGICAL DATA 3-5 3.2.2 TECHNIQUES USED FOR AMBIENT AIR QUALITY MONITORING 3-7 3.2.3 AMBIENT AIR QUALITY MONITORING STATIONS (1st Oct to 31st Dec 2017) 3-7 3.2.4 SUMMARY OF AMBIENT AIR QUALITY DATA (1st Oct 2017 to 31st Dec 2017) 3-8 3.2.5 SUMMARY OF AMBIENT AIR QUALITY DATA (1st Oct 2017 to 31st Dec 2017) 3-8 3.2.6 AMBIENT AIR QUALITY MONITORING STATIONS (1st Oct to 31st Oct 2018) 3-10 3.2.7 AMBIENT AIR QUALITY AT STATION - 1 3-10 3.2.8 AMBIENT AIR QUALITY AT STATION - 2 3-10 3.2.9 AMBIENT AIR QUALITY AT STATION - 3 3-11 3.2.10 AMBIENT AIR QUALITY AT STATION - 4 3-11 3.2.11 AMBIENT AIR QUALITY AT STATION - 5 3-11 3.2.12 AMBIENT AIR QUALITY AT STATION - 6 3-11 3.2.13 AMBIENT AIR QUALITY AT STATION - 7 3-12 3.2.14 AMBIENT AIR QUALITY AT STATION - 8 3-12 3.2.15 FIBROUS DUST CONCENTRATION IN THE STUDY AREA 3-12 3.3.1 NOISE LEVEL MONITORING STATIONS (1st Oct to 31st Dec 2017) 3-19 3.3.2 EQUIVALENT DAY NIGHT NOISE LEVELS (1st Oct to 31st Dec 2017) 3-20 3.3.3 NOISE LEVEL MONITORING STATIONS (1st Oct to 31st Oct 2018) 3-20 3.3.4 EQUIVALENT DAY NIGHT NOISE LEVELS (1st Oct to 31st Oct 2018) 3-21 3.4.1 SURFACE WATER QUALITY MONITORING STATIONS 3-23 3.4.2 SURFACE WATER QUALITY ANALYSIS (October 2017) 3-24 3.4.3 SURFACE WATER QUALITY ANALYSIS (October 2018) 3-25 3.4.4 GROUND WATER QUALITY MONITORING STATIONS (October 2017) 3-27

REIA Index 7

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

3.4.5 GROUND WATER QUALITY ANALYSIS (October 2017) 3-28 3.4.6 GROUND WATER QUALITY MONITORING STATIONS (October 2018) 3-30 3.4.7 GROUND WATER QUALITY ANALYSIS (October 2018) 3-31 3.4.8 GROUND WATER QUALITY ANALYSIS (October 2018) 3-32 3.5.1 LAND USE CLASSIFICATION OF STUDY AREA 3-38 3.5.2 SOIL SAMPLING LOCATIONS (October 2017) 3-41 3.5.3 SOIL CHARACTERISTICS (October 2017) 3-42 3.5.4 SOIL SAMPLING LOCATIONS (October 2018) 3-44 3.5.5 SOIL CHARACTERISTICS (October 2018) 3-44 3.5.6 SOIL STANDARD CLASSIFICATION 3-45 3.7.1 POPULATION BREAK UP AS PER CENSUS 2011 3-51 3.7.2 LITERACY LEVELS OF THE POPULATION UP AS PER CENSUS 2011 3-54 3.7.3 WORKERS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL) 3-57 3.7.4 CULTIVATORS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL) 3-60 3.7.5 AGRICULTURAL LABOURS CLASSIFICATION AS PER CENSUS 2011 3-63 3.7.6 HOUSEHOLD INDUSTRY WORKERS CLASSIFICATION AS PER CENSUS 2011 3-66 3.7.7 OTHER WORKERS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL) 3-69 3.7.8 NON WORKERS CLASSIFICATION AS PER CENSUS 2011 3-72

CHAPTER - 4 4.2.1 LATERAL TURBULENCE CRITERIA FOR INITIAL ESTIMATE OF STABILITY 4-4 4.2.2 WIND SPEED ADJUSTMENTS FOR DETERMINING FINAL ESTIMATE OF PG STABILITY CATEGORY 4-4 4.2.3 STACK EMISSIONS 4-8 4.2.4 NET RESULTANT MAX. CONCENTRATIONS DUE TO THE PROPOSED PROJECT 4-8 4.3.1 WATER REQUIREMENT FOR THE PROPOSED PROJECT 4-14 4.3.2 WASTEWATER GENERATION 4-15 4.3.3 CHARACTERISTICS OF SANITARY WASTE WATER 4-15

CHAPTER - 6 6.1.1 MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS 6-2 6.1.2 BUDGET BREAK-UP FOR ENVIRONMENTAL MONITORING 6-4

CHAPTER - 7 7.2.1 MANAGEMENTS REPLY TO THE ISSUES RAISED DURING PUBLIC HEARING 7-2 7.3.1 FIRE EXPLOSION AND TOXICITY INDEX 7-7 7.3.2 TYPE OF HAZARDOUS / NON-HAZARDOUS MATERIALS STORAGE & HANDLING 7-7 7.3.3 POSSIBLE RISKS FROM THE PROPOSED PROJECT 7-8 7.3.4 SCENARIOS CONSIDERED FOR MCA ANALYSIS 7-9 7.3.5 HAZARD DISTANCES 7-9 7.7.1 THE KEY DEMOGRAPHIC FEATURES OF THE VILLAGES / TOWNS

REIA Index 8

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

IN THE THREE IMPACT ZONES 7-29 7.7.2 DEMOGRAPHY OF THE SURVEYED VILLAGES 7-36 7.7.3 DEMOGRAPHY OF VULNERABLE GROUPS 7-37 7.7.4 LITERACY RATE IN THE SURVEYED VILLAGES 7-39 7.7.5 WORK FORCE OF THE SURVEYED VILLAGES 7-40

CHAPTER - 8 8.5.1 DETAILED ACTIVITY WISE EXPENDITURE OF CER 8-2

CHAPTER - 10 10.2.1 AIR EMISSION CONTROL SYSTEMS PROPOSED 10-4 10.3.2 SOLID WASTE GENERATION & DISPOSAL 10-7 10.3.3 HAZARDOUS WASTE GENERATION & DISPOSAL 10-7 10.3.4 MUNICIPAL SOLID WASTE GENERATION & ITS DISPOSAL 10-8 10.3.5 PREDICTED POST PROJECT RUNOFF FROM DIFFERENT SURFACES 10-12 10.3.6 MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS 10-13 10.5.1 BREAK-UP OF BUDGET FOR ENVIRONMENT, HEALTH & SAFETY 10-16

CHAPTER - 11 11.1.1 ENVIRONMENTAL SETTING WITHIN 10 Km. RADIUS OF THE PROJECT SITE 11-2 11.1.2 PROPOSED PRODUCTS AND THEIR PRODUCTION CAPACITIES 11-3 11.1.3 RAW MATERIAL REQUIREMENT 11-3 11.1.4 BREAKUP OF WATER REQUIREMENT 11-5 11.1.5 WASTEWATER GENERATION 11-5 11.1.6 CHARACTERISTICS OF SANITARY WASTEWATER (UNTREATED) 11-6 11.1.7 NET RESULTANT MAXIMUM CONCENTRATIONS DUE TO PPROPOSED PROJECT 11-8 11.1.8 MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS 11-9 11.1.9 SOLID WASTE GENERATION & DISPOSAL (NON-HAZARDOUS) 10-12 11.1.10 HAZARDOUS WASTE GENERATION & DISPOSAL 10-12 11.1.11 MUNICIPAL SOLID WASTE GENERATION & ITS DISPOSAL 10-12

LIST OF FIGURES Fig No. CONTENTS PAGE NO. 2.1 GENERAL LOCATION MAP SHOWING PROJECT SITE 2-2 2.2 TOPOGRAPHICAL MAP SHOWING SITE SURROUNDINGS WITHIN 10 KM 2-3 RADIUS 2.3 MAP SHOWING GEO-COORDINATES OF PROJECT SITE 2-4

REIA Index 9

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; INDEX

2.4 GOOGLE EARTH MAP SHOWING THE PROJECT SITE 2-5 2.5 PLANT LAY-OUT 2-10 3.1 WIND ROSE AT SITE (during 1st October 2017 to 31st December 2017) 3-3 3.2 WIND ROSE AT SITE (during 1st October 2018 to 31st October 2018). 3-4 3.3 MAP SHOWING AMBIENT AIR QUALITY MONITORING STATIONS 3-9 3.4 MAP SHOWING NOISE LEVEL MONITORING LOCATIONS 3-22 3.5 MAP SHOWING SURFACE & GROUNDWATER SAMPLING LOCATIONS 3-29 3.6 DRAINAGE MAP OF THE STUDY AREA 3-37 3.7 SATELLITE IMAGERY MAP 3-39 3.8 LAND USE / LAND COVER MAP 3-40 3.9 SOIL QUALITY SAMPLING LOCATIONS 3-43 3.10 MAP SHOWING DISTANCE OF SULTAN NATIONAL PARK 3-48

LIST OF ANNEXURES

Annexure – 1 A copy of Public Consultation Proceedings Annexure – 2 UNDERTAKING for Asbestos usage Annexure – 3 Specifications of Asbestos form Supplier Annexure – 4 Land Lease Agreement Annexure – 5 Conservation Plan Annexure – 6 PCCF recommendation letter Annexure – 7 One Month Baseline AAQ data Annexure – 8 Material Safety Data Sheets

REIA Index 10

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TORs COMPLIANCE Compliance made on TOR issued by Ministry of Environment, Forests & Climate Change (MoEF&CC), New Delhi vide letter No. J-11011 / 477 / 2017- IA II (I), dated 13th October 2017 SPECIFIC TERMS OF REFERENCE TOR No. TOR point raised TOR Compliance 1. Public hearing to be conducted by the concerned State Pollution Public Hearing for Proposed Asbestos based Brake Lining Control Board Manufacturing Unit by M/s. A A FRICTION MATERIALS PVT. LTD. was conducted by Haryana State Pollution Control Board (HSPCB) on 22-05-2018 at Project Site premises situated at Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana. 2. The issues raised during public hearing and commitment of the The issues raised during public hearing and reply by the project project proponent on the same along with time bound action plan to proponent are furnished in Page no.7.1 to 7.4 of CHAPTER # 7 implement the commitment and financial allocation thereto should be of EIA report. clearly provided. Proceedings of Public Hearing is enclosed as ANNEXURE # 1 3. The project proponent should carry out social impact assessment of Kindly refer to the Page no.7.26 to 7.40 of CHAPTER # 7 for the project as per the Office Memorandum No. J-11013/25/2014-IA. I social impact assessment of the Study area. dated 11.08.2014 issued by the Ministry regarding guidelines on Environment Sustainability and Enterprise Social Commitment (ESC) Kindly refer to the Page no.3.56 to 3.80 of CHAPTER # 7 for related issues. The social impact assessment study so carried out social impact assessment of the Study area. should form part of EIA and EMP report. 4. Undertaking for use of Chrysotile white asbestos fibre only as raw Kindly refer to ANNEXURE # 2 for Undertaking for use of material in the manufacturing process and no blue asbestos shall be Chrysotile white asbestos fibre only as raw material in the used as a part of EMP. manufacturing process. 5. The company shall plan for fully automatic asbestos fibre debagging The Management will assure that fully automatic asbestos fibre system and no manual handling/opening of asbestos fibre bags. debagging system and no manual handling/opening of asbestos fibre bags shall be done. Details of automatic debagging system are shown in page no. 2.10 of CHAPTER # 2 of EIA report.

EIA report – TOR Compliance i

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance 6. The management plan for asbestos dust generated from the grinding Grinding will be done with automated machine mounted with shall be included. suction hood to collect fugitive particle generated. Dust Particles collected will be reused in the process. 7. The storage protocol for bags containing asbestos fibre in enclosed The fibre bags will be received on pallets Properly packed in area to avoid fugitive emission of asbestos fibre from damaged/empty plastic cover & with wooden base at bottom which can be bags shall be addressed in the EIA/EMP report. easily handled with forklift & unloaded in separate fibre godown. Details are furnished in page no. 2.8 of CHAPTER # 2 of EIA report.

8. The action plan for shredding of empty fibre bags into fine particles in Empty bags are automatically transferred from opener machine a bag shredder and recycled into the process shall be envisaged in the to shredder, where bags will be trimmed and reused in the EIA/EMP. manufacturing process. 9. The company shall obtain a certificate from the supplier of Chrysotile Specifications of Chrysotile fibre given by supplier KONIMPEX fibre that it does not contain any toxic or trace metals. A copy of LIMITED is enclosed as ANNEXURE # 3. certificate shall be submitted along with EIA/EMP. 10. The detailed report on occupational hazard identification and risk Kindly refer to page no. 7.5 to 7.19 of CHAPTER # 7 of EIA assessment shall be incorporated in the EIA/EMP. report for occupational hazard identification and risk assessment. 11. The protocol for regular medical examination of the workers inter alia Regular medical examination of the workers will be carried out. include ling function test, Spirometry test, chest x-ray, sputum for Details of tests will be carried out are furnished in page no. acid-fast-bacilli (AFC) and asbestos body (AB), urine for sugar and 7.15 to 7.19 of CHAPTER # 7 of EIA report. albumen, bloat tests for TLC, DLC, ESR, Hb and Occupational Health Surveillance shall be carried out as per the directives of the Hon’ble Supreme Courtincluding the recent Kalyaneswari case. 12. Management and disposal of hazardous waste as per the Hazardous Details regarding Management and disposal of hazardous and other waste management Rules,2016 shall be addressed in the waste are furnished in page no. 10.6 of CHAPTER # 10 of EIA EIA/EMP. report. 13. Detailed specification of Air Pollution Control equipment shall be Details regarding Specification of Air Pollution Control

EIA report – TOR Compliance ii

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance provided in the EIA/EMP. equipment provided in page no. 10.3 of CHAPTER # 10 of EIA Post project monitoring shall be clearly specified along with number report. of stations, location, frequency of monitoring, parameters to be Kindly refer to page no. 6.1 of CHAPTER # 6 of EIA report for monitored, fund provision, etc. proposed Post project monitoring plan. Kindly refer to page no. 6.4 of CHAPTER # 6 of EIA report for detailed budget break-up for Post project Monitoring. 14. Technology adopted with detailed justification, flow chart, process Kindly refer to page no. 2.10 to 2.12 of CHAPTER # 2 of EIA description and layout making area of potential environmental report for process description. impacts. 15. National standards and codes of practice in the use of asbestos Details regarding Management and disposal of hazardous particular to the industry should be furnished. waste are furnished in page no. 10.16 of CHAPTER # 10 of EIA report. 16. The details of asbestos fibre measured at ambient air shall be Details of asbestos fibre measured at ambient air are furnished furnished in the EIA/EMP. in page no.3.12 of CHAPTER # 3 of EIA report for

A. STANDARD TERMS OF REFERENCE (ToR) FOR CONDUCTING EIA STUDY FOR METALLURGICAL INDUSTRIES (FERROUS & NON FERROUS) TOR No. TOR point raised TOR Compliance 1. Executive Summary Kindly refer to page no. 11.1 to 11.13 of CHAPTER # 11 of EIA report. 2. Introduction i. Details of the EIA Consultant including NABET accreditation Kindly refer to page no. 12.1 of CHAPTER # 12 of EIA report. ii. Information about the project proponent Kindly refer to page no. 1.2 of CHAPTER # 1 of EIA report. iii. Importance and benefits of the project Kindly refer to page no. 1.5 of CHAPTER # 1 of EIA report. 3. Project Description i. Cost of project and time of completion. Kindly refer to page no. 2.11 of CHAPTER # 2 of EIA report. ii. Products with capacities for the proposed project. Kindly refer to page no. 2.11 of CHAPTER # 2 of EIA report. EIA report – TOR Compliance iii

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance iii. If expansion project, details of existing products with capacities NOT APPLICABLE, as it’s a Greenfield Project. and whether adequate land is available for expansion, reference of earlier EC if any. iv. List of raw materials required and their source along with mode of Kindly refer to page no. 2.11of CHAPTER # 2 of EIA report. transportation. v. Other chemicals and materials required with quantities and Kindly refer to page no. 7.3 of CHAPTER # 7 of EIA report storage capacities for Other chemicals and materials required. vi. Details of Emission, effluents, hazardous waste generation and Kindly refer to page no. 4.8 of CHAPTER # 4 of EIA report their management. for Stack emission details.

Kindly refer to page no. 2.17 of Chapter # 2 & 10.3 to 10.6 of CHAPTER # 10 of EIA report for Air Emissions and its management details.

Kindly refer to page no. 4.9 of CHAPTER # 4 of EIA report for effluent generation details.

Kindly refer to page no. 10.7 of CHAPTER # 10 of EIA report for effluent generation and its management details.

Kindly refer to page no. 10.7 of CHAPTER # 10 of EIA report for Solid & hazardous waste generation and is management. vii. Requirement of water, power, with source of supply, status of The water requirement for the project will be around 17.5 approval, water balance diagram, man-power requirement (regular KLD for Domestic purposes, Cooling Tower, Chemical and contract) scrubber & for Greenbelt development.

The manufacturing Process is dry method. Water required for the proposed project will be supplied from HSIIDC.

EIA report – TOR Compliance iv

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance

Kindly refer to page no. 4.8 of CHAPTER # 4 EIA report for detailed water requirement breakup.

Power required for the proposed expansion project will be sourced from State Grid. Kindly refer to page no. 2.16 of CHAPTER # 2 of EIA report Power requirement to each unit.

Kindly refer to page no. 2.17of CHAPTER # 2 of EIA report for Man power requirement for the proposed project. viii. Process description along with major equipment’s and Kindly refer to page no. 2.14 to 2.16 of CHAPTER # 2 of EIA machineries, process flow sheet (quantitative) from raw material report for process description. to products to be provided ix. Hazard identification and details of proposed safety systems. Kindly refer to page no. 7.3 of CHAPTER # 7 of EIA report x. Expansion / modernization proposals a. Copy of all the Environmental Clearance(s) including Amendments NOT APPLICABLE, as it’s a Greenfield Project. thereto obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing /existing operation of the project from SPCB shall be attached with the EIA-EMP report. b. In case the existing project has not obtained environmental NOT APPLICABLE, as it’s a Greenfield Project. clearance, reasons for not taking EC under the provisions of the EIA Notification 1994 and/or EIA Notification 2006 shall be provided.

EIA report – TOR Compliance v

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance Copies of Consent to Establish/No Objection Certificate and Consent to Operate (in case of units operating prior to EIA Notification 2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliance report to the conditions of consents from the SPCB shall be submitted. 4. Site Details i. Location of the project site covering village, Taluka/Tehsil, District Kindly refer to page no. 2.1 to 2.5 of CHAPTER # 2 of EIA and State, Justification for selecting the site, whether other sites report for Location of the project site & Environmental were considered. Setting within 10 Km. radius of the project site.

No alternate site has been selected as the proposed project is taken up in IMT Manesar, which is developed by HSIIDC, Govt. of Haryana for Industrial, Commercial & residential Townships. ii. A toposheet of the study area of radius of 10 km and site location Kindly refer to page no. 2.10 of CHAPTER # 2 of EIA report. on 1:50,000/1:25,000 scale on an A3/A2 sheet, (including all eco- sensitive areas and environmentally sensitive places) iii. Co-ordinates (lat-long) of all four corners of the site. Kindly refer to page no. 2.1 of CHAPTER # 2 of EIA report. iv. Google map-Earth downloaded of the project site. Kindly refer to page no. 2.3 of CHAPTER # 2 of EIA report. v. Layout maps indicating existing unit as well as proposed unit Kindly refer to page no. 2.8 of CHAPTER # 2 of EIA report indicating storage area, plant area, greenbelt area, utilities etc. If for Plant layout showing storage area, plant area, located within an Industrial area/Estate/Complex, layout of greenbelt area, utilities etc. Industrial Area indicating location of unit within the Industrial area/Estate. vi. Photographs of the proposed and existing (if applicable) plant site. Kindly refer to page no. 2.4 of CHAPTER # 2 of EIA report. If existing, show photographs of plantation/greenbelt, in particular. vii. Landuse break-up of total land of the project site (identified and Kindly refer to page no. 2.6of CHAPTER # 2 of EIA report. acquired), government/private - agricultural, forest, wasteland, water bodies, settlements, etc shall be included, (not required for

EIA report – TOR Compliance vi

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance industrial area) viii. A list of major industries with name and type within study area Kindly refer to page no. 2.6 of CHAPTER # 2 of EIA report (10km radius) shall be incorporated. for major industries within 10 Km radius of the plant.

Land use details of the study area Kindly refer to page no. 3.38 of CHAPTER # 3 of EIA report for land use details of the study area. ix. Geological features and Geo-hydrological status of the study area Kindly refer to page no. 3.34 of CHAPTER # 3 of EIA report. shall be included. x. Details of Drainage of the project upto 5km radius of study area. If There are no major river within 1 Km. radius of the project. the site is within 1 km radius of any major river, peak and lean There is no perennial river in the district. Seasonal streams season river discharge as well as flood occurrence frequency based are flowing within the Study Area. on peak rainfall data of the past 30 years. Details of Flood Level of the project site and maximum Flood Level of the river shall also be Drainage Map of 10 Km. study area is shown in page no. provided, (mega green field projects) 3.36 of CHAPTER # 3 of EIA report xi. Status of acquisition of land. If acquisition is not complete, stage of The company has taken about 0.405 hectares (4050 Sq.m) the acquisition process and expected time of complete possession of land in Plot no. 5, Sector – 7, IMT Manesar, Gurgaon on of the land. lease from M/s. AADINATH OVERSEAS LLP.

Kindly refer to page no. 2.6 of CHAPTER # 2 of EIA report.

Lease Agreement is enclosed as ANNEXURE # 4. xii. R & R details in respect of land in line with state Government policy There is no rehabilitation and resettlement issue, since the project site is situated in Industrial Model Township, Manesar (IMT Manesar) developed by Haryana State Industrial & Infrastructure Development Corporation Ltd. for Industrial Activities. 5. Forest and Wildlife related issues (if applicable) i. Permission and approval for the use of forest land (forestry There is no Forest land involved, since the project site is clearance), if any, and recommendations of the State Forest situated in Industrial Model Township, Manesar (IMT

EIA report – TOR Compliance vii

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance Department, (if applicable) Manesar) developed by Haryana State Industrial & Infrastructure Development Corporation Ltd. for Industrial purpose. ii. Landuse map based on High resolution satellite imagery (GPS) of Kindly refer to page no. 3.39 of CHAPTER # 3 of EIA report the proposed site delineating the forestland (in case of projects for Satellite imagery and LULC map of the study area. involving forest land more than 40 ha) iii. Status of Application submitted for obtaining the stage I forestry Not applicable, as there is no forest land involved in the clearance along with latest status shall be submitted. existing plant site and land is situated in Industrial Model Township, Manesar (IMT Manesar) developed by Haryana State Industrial & Infrastructure Development Corporation Ltd. for Industrial Activities. iv. The projects to be located within 10 km of the National Parks, There no Biosphere Reserves, Migratory Corridors of Wild Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals within 10 Km. radius of the project site. Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis- However, Sultanpur National Park / Bird Sanctuary is a-vis the project location and the recommendations or comments situated at a distance of 8.9 Kms. from the project site. of the Chief Wildlife Warden-thereon Conservation plan has been prepared and is enclosed as ANNEXURE # 5 of EIA report.

Recommendations / comments of the Principal Chief Conservator of Forests (PCCF), Panchkula, Haryana have been obtained and is enclosed as ANNEXURE # 6. v. Wildlife Conservation Plan duly authenticated by the Chief Wildlife Conservation plan has been prepared and is enclosed as Warden of the State Government for conservation of Schedule 1 ANNEXURE # 5 of EIA report. fauna, if any exists in the study area Recommendations / comments of the Principal Chief Conservator of Forests (PCCF), Panchkula, Haryana have been obtained and is enclosed as ANNEXURE # 6.

EIA report – TOR Compliance viii

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance vi. Copy of application submitted for clearance under the Wildlife Not applicable, as Wildlife Clearance is not required for the (Protection) Act, 1972, to the Standing Committee of the National proposed project. Board for Wildlife 6. Environmental Status i. Determination of atmospheric inversion level at the project site Kindly refer to page no. 4.2 of CHAPTER # 4 of EIA report and site-specific micro-meteorological data using temperature, for Determination of atmospheric inversion levels. relative humidity, hourly wind speed and direction and rainfall; Kindly refer to page no. 3.1 to 3.4 of CHAPTER # 3 of EIA report site-specific micro-meteorological data. ii. AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2, Kindly refer to page no. 3.5 to 3.15 of CHAPTER # 3 of EIA NOx, CO and other parameters relevant to the project shall be report. collected. The monitoring stations shall be based CPCB guidelines and take into account the pre-dominant wind direction, population zone and sensitive receptors including reserved forests. iii. Raw data of all AAQ measurement for 12 weeks of all stations as Ambient air quality has been monitored earlier for 2 days per frequency given in the NAQQM Notification of Nov. 2009 along in a week for One Season (1st October 2017 to 31st with -min., max., average and 98% values for each of the AAQ December 2017) by M/s. Perfact Enviro Solutions Pvt. Ltd. parameters from data of all AAQ stations should be provided as an at 8 nos. of monitoring locations for PM2.5, PM10, SO2, NOx annexure to the EIA Report. & CO. Subsequently during Revalidation of Baseline data for One Month has been collected during 1st October 2018 to 31st October 2018 to assess the existing status of air Quality. At each Monitoring Particulate Matter (PM2.5), Particulate Matter (PM10), Suspended Particulate Matter, SO2, NOx, CO & Asbestos Fibre count are monitored. Kindly refer to ANNEXURE # 7 for Raw data of all AAQ measurement for One Month at all stations. iv. Surface water quality of nearby River (60m upstream and Kindly refer to page no. 3.23 of CHAPTER # 3 of EIA report. downstream) and, other surface drains at eight locations as per

EIA report – TOR Compliance ix

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance CPCB/MoEF&CC guidelines. v. Whether the site falls near to polluted stretch of river identified by No, proposed site does not falls near to polluted stretch of the CPCB / MoEF&CC. river identified by CPCB / MoEFCC. vi. Ground water monitoring at minimum at 8 locations shall be Kindly refer to page no. 3.26 to 3.34 of CHAPTER # 3 of EIA included. report. vii. Noise levels monitoring at 8 locations within the study area. Kindly refer to page no. 3.19 to 3.22 of CHAPTER # 3 of EIA report. viii. Soil Characteristic as per CPCB guidelines. Kindly refer to page no. 3.41 to 3.44 of CHAPTER # 3 of EIA report. ix. Traffic study of the area, type of vehicles, frequency of vehicles for Kindly refer to page no. 4.12 to 4.13 of CHAPTER # 4 of EIA transportation of materials, additional traffic due to proposed report for Traffic Study. project, parking arrangement etc. x. Detailed description of flora and fauna (terrestrial and aquatic) Kindly refer to page no. 3.45 to 3.54 of CHAPTER # 3 of EIA existing in the study area shall be given with special reference to report. rare, endemic and endangered species. If Schedule-I fauna are found within the study area, a Wildlife Conservation Plan shall be prepared and furnished. xi. Socio-economic status of the study area. Kindly refer to page no. 3.54 to 3.81 of CHAPTER # 3 of EIA report. 7. Impact Assessment and Environment Management Plan i. Assessment of ground level concentration of pollutants from the Kindly refer to page no. 4.2 to 4.8 of CHAPTER # 4 of EIA stack emission based on site-specific meteorological features. In report for ground level concentration of pollutants from case the project is located on a hilly terrain, the AQIP Modelling the stack emission based on site-specific meteorological shall be done using inputs of the specific terrain characteristics for features. determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be well assessed. Details of the model used and the input data used for modeling shall also be provided. The air quality contours shall be plotted on

EIA report – TOR Compliance x

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance a location map showing the location of project site, habitation nearby, sensitive receptors, if any. ii. Water Quality modelling - in case, if the effluent is proposed to be The entire manufacturing process is Dry method. No discharged in to the local drain, then Water Quality Modelling process wastewater generation from the proposed project study should be conducted for the drain water taking into except Sanitary Wastewater. The Sanitary wastewater consideration the upstream and downstream quality of water of from plant will be discharged into Sewer line provided by the drain. HSIIDC in IMT Manesar. iii. Impact of the transport of the raw materials and end products on Kindly refer to page no. 4.12 of CHAPTER # 4 of EIA report. the surrounding environment shall be assessed and provided. In this regard, options for transport of raw materials and finished products and wastes (large quantities) by rail or rail-cum road transport or conveyor-cum-rail transport shall be examined. iv. A note on treatment of wastewater from different plant Kindly refer to page no. 10.7 of CHAPTER # 10 of EIA operations, extent recycled and reused for different purposes shall report. be included. Complete scheme of effluent treatment. Characteristics of untreated and treated effluent to meet the prescribed standards of discharge under E(P) Rules. v. Details of stack emission and action plan for control of emissions to Kindly refer to page no. 4.8 of CHAPTER # 4 of EIA report meet standards. for Stack emission. Kindly refer to page no. 10.3 of CHAPTER # 10 of EIA report for control of emissions to meet standards. vi. Measures for fugitive emission control Kindly refer to page no.10.4 of CHAPTER # 10 of EIA report. vii. Details, of hazardous waste generation and their storage, Kindly refer to page no. 10.7 of Chapter # 10 of EIA report. utilization and disposal. Copies of MOU regarding utilization of solid and hazardous waste shall also be included. EMP shall include the concept of waste-minimization, recycle/reuse/recover techniques, Energy conservation, and natural resource conservation.

EIA report – TOR Compliance xi

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance viii. Proper 'utilization of fly ash shall be ensured as per Fly Ash There will not be any Fly Ash generation from the Notification, 2009. A detailed plan of action shall be provided. proposed project. Kindly refer to page no. 10.7 of Chapter # 10 of EIA report. ix. Action plan for the green belt development plan in 33 % area i.e. Kindly refer to page no.10.9 of CHAPTER #10 of EIA report. land with not less than 1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated. x. Action plan for rainwater harvesting measures at plant site shall be Kindly refer to page no.10.11 of CHAPTER # 10 of EIA submitted to harvest rainwater from the roof tops and storm report. water drains to recharge the ground water and also to use for the various activities at the project site to conserve fresh water and reduce the water requirement from other sources. xi. Total capital cost and recurring cost/annum for environmental Kindly refer to page no.10.16 of CHAPTER # 10 of EIA pollution control measures shall be included. report & also in page no. 9.1 of CHAPTER # 9 of EIA report. xii. Action plan for post-project environmental monitoring shall be Kindly refer to page no.6.1 of CHAPTER # 6 of EIA report. submitted. xiii. Onsite and Offsite Disaster (Natural and Man-made) Preparedness Kindly refer to page no.7.5 to 7.17 of CHAPTER # 7 of EIA and Emergency Management Plan including Risk Assessment and report. damage control. Disaster management plan should be linked with District Disaster Management Plan. 8. Occupational Health i. Details of existing Occupational & Safety Hazards. What are the The proposed project sis Greenfield project. Hence Not exposure levels of above mentioned hazards and whether they are Applicable. within Permissible Exposure level (PEL). If these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved, ii. Details of exposure specific health status evaluation of worker. If The proposed project is Greenfield project. Hence it is Not

EIA report – TOR Compliance xii

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance the workers' health is being evaluated by pre designed format, Applicable. chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre- Kindly refer to page no. 7.19 of CHAPTER # 7 of EIA report placement and periodical examinations give the details of the for Medical Surveillance will be provided. same. Details regarding last month analyzed data of abovementioned parameters as per age, sex, duration of exposure and department wise. iii. Annual report of health status of workers with special reference to The proposed project is Greenfield project. Hence it is Not Occupational Health and Safety. Applicable. iv. Plan and fund allocation to ensure the occupational health & safety Kindly refer to page no. 7.17 of CHAPTER # 7 of EIA report. of all contract and casual workers. 9. Corporate Environment Policy i. Does the company have a well laid down Environment Policy Company is having a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the and is approved by its Board of Directors. EIA report. Kindly refer to page no. 10.16 of CHAPTER # 10 of EIA report. ii. Does the Environment Policy prescribe for standard operating Kindly refer to page no. 10.17 of CHAPTER # 10 of EIA process / procedures to bring into focus any infringement / report. deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA. iii. What is the hierarchical system or Administrative order of the Hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring company to deal with the environmental issues is compliance with the environmental clearance conditions? Details furnished in page no. 10.18 of CHAPTER # 10 of EIA report. of this system may be given. iv. Does the company have system of reporting of non-compliances / Kindly refer to page no. 10.18 of CHAPTER # 10 of EIA violations of environmental norms to the Board of Directors of the report. company and / or shareholders or stakeholders at large? This reporting mechanism shall be detailed in the EIA report 10. Details regarding infrastructure facilities such as sanitation, fuel, restroom Kindly refer to page no. 10.2 of CHAPTER # 10 of EIA

EIA report – TOR Compliance xiii

A A FRICTION MATERIALS PVT. LTD. Plot No.5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; ToR Compliance

TOR No. TOR point raised TOR Compliance etc. to be provided to the labour force during construction as well as to report. the casual workers including truck drivers during operation phase. 11. Enterprise Social Commitment (ESC) i. Adequate funds (atleast 2.5 % of the project cost) shall be Budget earmarked towards CER will be as per Ministry’s earmarked towards the Enterprise Social Commitment based on Office Memorandum vide F.No. 22-65/2017-IA.III dated 1st Public Hearing issues and item-wise details along with time bound May 2018) action plan shall be included." Socio-economic development activities need to be elaborated upon. Kindly refer to page no. 8.1 of CHAPTER- 8 of EIA report. 12. Any litigation pending against the project and / or any direction / order No litigation is pending against the project and / or any passed by any Court of Law against the project, if so, details thereof shall direction / order passed by any Court of Law against the also be included. Has the unit received any notice under the Section 5 of project. 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. 13. A tabular chart with index for point wise compliance of above TORs Noted 14. The TORs prescribed shall be valid for a period of three years for Noted submission of the EIA-EMP reports along with Public Hearing Proceedings (wherever stipulated).

EIA report – TOR Compliance xiv

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 1

CHAPTER – I Introduction CUSTOM SOLUTIONS Opes sed nonummy tation augue pecus. Venio regula ea 1.1 PURPOSE OF THE REPORT fatua incassum. Nisl quia et M/s. A A FRICTION MATERIALS PVT. LTD. (AAFMPL) has proposed to setup Asbestos based Brake aliquip, scisco roto minim ali quip macto duis. Wisi regula eum Lining Manufacturing Plant (Two-wheelers- 6,67,000 PCS/day & commercial Vehicles - 5,400 consectetuer ut mos tamen enim, Pcs/day) in an area of 0.405 Ha. (4050 Sq.m) taken on lease situated at Plot No. 5, Sector-7, IMT aliquip feugait regula. Ut amet opes ideo gemino et tinci dunt Manesar, Gurgaon,Haryana. humo sed ut, macto, meus.

As per the Ministry of Environment & Forests, New Delhi notification, dated 14th September, 2006 Asbestos Milling & Asbestos based Products is classified under Category ‘A’ under Activity 4(c). M/s. AAFMPL has proposed to manufacture asbestos based Brake liners for Two-wheelers & TECHNOLOGY CONSULTIN G PROVIDES Commercial Vehicles. A TOTAL END TO END S OLUTION. WEB SOLUTIONS Opes sed nonummy tation verto  The Hon’ble Ministry has accorded Terms of Reference (TOR) for the proposed project vide augue pecus. Venio regula ea vel letter no. J-11011/477/2017-IA II (I) dated 13.10.2017. APPLICATION MANAGEMENT fatua incassum. Nisl quia et aliquip, scisco roto minim aliquip macto  Draft EIA Report has been prepared by M/s. PERFACT ENVIRO SOLUTIONS PVT. LTD., & Vul putate iaceo, volutpat duis. Wisi regula eum consectetuer M/s. Ecomen Laboratories Pvt. Ltd. (NABET accredited with sectoral experience) New eum mara ut accumsan nut. Aliquip exputo abluo, ut mos tamen enim, aliquip feugait Delhi incorporating the TOR stipulated by the MoEF&CC, New Delhi & submitted to aliquam suscipit euismod te regula. Ut amet opes ideo gemino Haryana State Pollution Control Board (HSPCB) for conducting Public Consultation. tristique volutpat immitto vocoIbidem abbas molior, minim facilisi, olim eros. qui, et tincidunt humo sed ut. fere, paratus foras tation te  Accordingly HSPCB has conducted Public Consultation on 22-05-2018. neo eu, usitas.

 Later applied to MoEF&CC for E.C. appraisal on 30th June 2018 and the proposal has been Torqueo, qui lorem ipso utinam immitto vero sino. considered in 35th Meeting of the EAC (Industry-I) held during 17th to 18th September, 2018. Appellatio, rusticus decet

amet allapa facilisis feugait  M/s. PERFACT ENVIRO SOLUTIONS PVT. LTD., and M/s. Ecomen Laboratories Pvt. Ltd. typicus abbas ut valde. Ne (NABET accredited with sectoral experience) New Delhi have presented the proposal nisl macto oppeto, et, velit EBUSINE SS before the Committee. esse foras sin aptentillum. SOLUTIONS

Enim iriure accumsan epulae  EAC committee after detailed deliberations said that the EIA report submitted to the • Mos ventosus feugiat blandit turpis vero abigo. accumsan inhibeo dolore populus Ministry is not in line with the Appendix-III of the EIA Notification 2006. Hence, the • Mos in dolor, aliquip illum neo adipiscing iriure. praesent. Molior vicis feugiat Committee decided to return the proposal. • Autem verto illum cogo vulputate aliquam velos. valetudo quadrum quidem nisl ea • Consequat nostrud, pneum, ibidem ex. paulatim. Haero ut nutus accum  Subsequently PIONEER ENVIRO LABORATORIES & CONSULTANTS PVT. LTD. have been • Ullamcorper quibus, velit distineo oppeto. san melior, plaga cogo esse len appointed by the Project Authorities for revalidation of EIA report. • Consectetuer refero ut nimis vulputate quadrum. eum. Genitus, te vero, eratenim • Delenit proprius foras patria vereor, duis facilisi. exputo letalis tation loquor ex.

1-1 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 1

The Environmental Impact Assessment Report furnishes the details of location of Site, Description of the project, prevailing baseline status w.r.t Air Environment, Water Environment, Noise Environment; land Environment, Flora & Fauna and Socio-economic environment. This report also helps in identification of environmental impacts and suggesting mitigation measures to be followed during Construction and Operation of the project as part of Environmental Management Plan. This report also acts as guidance manual for the proponent for following the Environmental Management Plan (EMP) and for adopting post project Environmental Monitoring Program as per statutory norms.

1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT [Gen. ToR # 2 (ii)]

A A Friction Materials Private Limited is a Private incorporated on 30 July 2013. It is classified as Non-govt company and is registered at Registrar of Companies, Delhi. Its authorized share capital is Rs. 100,000 and its paid up capital is Rs. 100,000. The company is involved in Manufacture of parts and accessories for motor vehicles and their engines [brakes, gear boxes, axles, road wheels, suspension shock absorbers, radiators, silencers, exhaust pipes, steering wheels, steering columns and steering boxes and other parts and accessories].

Directors of AA Friction Materials Private Limited are Prashant Rathee & Aman Rathee.

Registered Address: Flat no. 104,929/1, Naiwala, Faiz Road, Karol Bagh, New Delhi – 110005.

1.3 BRIEF DESCRIPTION 1.3.1 NATURE OF THE PROJECT Asbestos based Brake Lining Manufacturing Plant is based on fully automated closed system by which is more commercially viable and is currently in use in the majority of the plants in India. This process is adopted in many countries and it is proposed to introduce the same process with latest development in the technology and machines.

Brake linings are composed of a relatively soft but tough and heat-resistant material with a high coefficient of dynamic friction (and ideally an identical coefficient of static friction) typically mounted to a solid metal backing using high-temperature adhesives or rivets. The complete assembly (including lining and backing) is then often called a brake pad or brake shoe. Since the lining is the portion of the braking system which converts the vehicle's kinetic energy into heat, the

1-2 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 1

lining must be capable of surviving high temperatures without excessive wear (leading to frequent replacement) or outgassing (which causes brake fade, a decrease in the stopping power of the brake).

Chrysotile asbestos (White type asbestos) is used for the manufacture of a variety of asbestos based products mainly as asbestos-cement (AC) sheets, AC pipes, brake shoes, brake linings, textiles and ropes.

The raw materials required are Asbestos Fibre, Resin, Nitrile Butyl Rubber, Discarded Waste (Friction Dust), Minor Additives, Packaging Material.

1.3.2 SIZE OF THE PROJECT M/s. AAFMPL is proposed to manufacture asbestos based brake linings for Two-wheelers & Commercial Vehicles. The following products are proposed to be manufactured TABLE NO - 1.3.1 : DETAILS OF PRODUCTION CAPACITIES S.No. Name of product Production Capacity Production Capacity (in PCS/day) (in PCS/Annum) 1 Two-wheeler Brake Lining (Asbestos based) 6,67,000 24,00,00,000 2 Commercial Vehicle Lining (Asbestos based) 5,400 19,20,000

1.3.3 LOCATION OF THE PROJECT The project is proposed to be located in Plot no. 5, Sector – 7, IMT Manesar, Gurgaon, Haryana State. The company has taken about 0.405 hectares (4050 Sq.m) of land on lease from M/s. AADINATH OVERSEAS LLP.

1.3.4 IMPORTANCE OF PROJECT [Gen. ToR # 2 (iii)]

Asbestos based products play a vital role in the growth of the key and priority sectors of the Indian economy. Chrysotile asbestos is attractive in a broad variety of industrial applications because of its resistance to heat and chemicals, high tensile strength, and lower cost compared to man-made minerals. At the peak of its demand, about 3,000 applications or types of products were of asbestos-based. It is used for the manufacture of a variety of asbestos based products mainly as asbestos-cement (AC) sheets, AC pipes, brake shoes, brake lining and ropes. Now, AC industry is by

1-3 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 1

far the largest user of asbestos fibre worldwide accounting for about 95% of all uses. Asbestos is also incorporated into friction materials like brake linings and clutch pads, jointing and gaskets, asphalt coats and sealants and other similar products.

Considering the demand of Brake liners for Two-wheelers & Commercial Vehicles in India and the experience gained by the group in this sector, M/s. AAFMPL has decided to setup Asbestos based Brake Liners manufacturing plant in Plot no. 5, Sector – 7, IMT Manesar, Gurgaon, Haryana State.

1.4. SCOPE OF THE STUDY The scope of work includes a detailed characterization of the environment in an area of 10 km. radius of the proposed project site for various environmental parameters like Air, Water, Noise, Land, Biological and Social-economic aspects.

The Draft EIA report has been prepared in accordance with the TOR issued by the Hon’ble Ministry vide letter No. J-11011/477/2017-IA II (I) dated 13.10.2017 for E.C. appraisal.

Generic Structure of the Environmental Impact Assessment (EIA) report as per the EIA notification of the MoEF, GoI dated 14th September 2006 and its subsequent amendments is detailed below:

Ch. No. Heading 1. Introduction 2. Project Description 3. Description of the Environment 4. Anticipated Environmental Impact & Mitigation Measures 5. Analysis of Alternatives (Technology & Site) 6. Environmental Monitoring Program 7. Additional Studies 8. Project Benefits 9. Environmental Cost – Benefit Analysis 10. Environmental Management Plan (EMP) 11. Summary & Conclusion 12. Disclosure of Consultant engaged

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CHAPTER – 2 Project Description CUSTOM SOLUTIONS

Opes sed nonummy tation 2.1. TYPE OF PROJECT augue pecus. Venio regula ea The proposed Project involves manufacturing of Asbestos based Brake Linings for Two-wheelers & fatua incassum. Nisl quia et aliquip, scisco roto minim ali quip Commercial Vehicles using Asbestos Fibre, Resin, Nitrile Butyl Rubber, Discarded Waste (Friction macto duis. Wisi regula eum Dust), Minor Additives, Packaging Material as raw materials. consectetuer ut mos tamen enim, aliquip feugait regula. Ut amet opes ideo gemino et tinci dunt 2.2 NEED FOR THE PROJECT humo sed ut, macto, meus. Asbestos based products play a vital role in the growth of the key and priority sectors of the Indian economy. Chrysotile asbestos is attractive in a broad variety of industrial applications because of its resistance to heat and chemicals, high tensile strength, and lower cost compared to man-made TECHNOLOGY CONSULTIN G minerals. At the peak of its demand, about 3,000 applications or types of products were of PROVIDES asbestos-based. It is used for the manufacture of a variety of asbestos based products mainly as A TOTAL END TO END S OLUTION. WEB SOLUTIONS asbestos-cement (AC) sheets, AC pipes, brake shoes, brake lining and ropes. Now, AC industry is by Opes sed nonummy tation verto augue pecus. Venio regula ea vel far the largest user of asbestos fibre worldwide accounting for about 95% of all uses. Asbestos is APPLICATION MANAGEMENT fatua incassum. Nisl quia et aliquip, also incorporated into friction materials like brake linings and clutch pads, jointing and gaskets, scisco roto minim aliquip macto Vul putate iaceo, volutpat duis. Wisi regula eum consectetuer asphalt coats and sealants and other similar products. eum mara ut accumsan nut. Aliquip exputo abluo, ut mos tamen enim, aliquip feugait aliquam suscipit euismod te regula. Ut amet opes ideo gemino tristique volutpat immitto vocoIbidem abbas molior, minim facilisi, olim eros. qui, et tincidunt humo sed ut. In light of above, A A FRICTION MATERIALS PVT. LTD. (AAFMPL) has proposed to setup the plant fere, paratus foras tation te in IMT Manesar, Gurgaon, Haryana State. neo eu, usitas.

Torqueo, qui lorem ipso 2.3 LOCATION OF THE PROJECT [Gen. ToR # 4 (i)] utinam immitto vero sino. Appellatio, rusticus decet M/s. AAFMPL has proposed to Setup unit in Plot no. -5, Sector-7, IMT Manesar, Gurgaon, Haryana amet allapa facilisis feugait typicus abbas ut valde. Ne State. The Project site falls in 53 D/15 Survey of India Topographical map of nisl macto oppeto, et, velit EBUSINE SS Table 2.3.1: COORDINATES OF PLANT SITE [Gen. ToR # 4 (iii)] esse foras sin aptentillum. SOLUTIONS Point No. Coordinates Enim iriure accumsan epulae 1. 28°22'31.35"N 76°55'9.39"E • Mos ventosus feugiat blandit turpis vero abigo. accumsan inhibeo dolore populus • Mos in dolor, aliquip illum neo adipiscing iriure. 2. 28°22'31.33"N 76°55'6.18"E praesent. Molior vicis feugiat • Autem verto illum cogo vulputate aliquam velos. valetudo quadrum quidem nisl ea 3. 28°22'29.89"N 76°55'6.09"E • Consequat nostrud, pneum, ibidem ex. paulatim. Haero ut nutus accum 4. 28°22'29.87"N 76°55'9.28"E • Ullamcorper quibus, velit distineo oppeto. san melior, plaga cogo esse len • Consectetuer refero ut nimis vulputate quadrum. eum. Genitus, te vero, eratenim The general location of the project site is shown in fig. 2.1. The topographical map showing the • Delenit proprius foras patria vereor, duis facilisi. exputo letalis tation loquor ex. location of the proposed site is shown in fig. 2.2.

2 -1 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 2

GENERAL LOCATION MAP SHOWING PROJECT SITE

Fig: 2.1

2 -2 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 2

[Gen. TOR # 4 (ii)] Fig: 2.2

2 -3 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 2

Geo-coordinates of Project Site

Fig: 2.3

2 -4 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 2

Google Map showing the project site Gen. TOR # 4 (iv) Fig: 2.4

2 -5 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 2

Photographs of the Project Site Gen. TOR # 4 (vi)

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2.3.2 ENVIRONMENTAL SETTING WITHIN 10 Km. RADIUS OF THE PROJECT SITE [Gen.ToR # 4(i)] Salient Features / Environmental features Distance w.r.t. site / Remarks Type of Land (Project Site) Project site is situated in Industrial Model Township, Manesar (IMT Manesar) in Gurugram district of Haryana developed by Haryana State Industrial & Infrastructure Development Corporation Ltd. for Industrial, Residential & Commercial purpose. Type of Land (Study Area) As per LULC the land use within 10 Km. is as follows:

Settlements/Roads/Railway Station– 6.3 %; Industrial Area-6.9 %; Water Bodies / Tanks – 2.3 %; Single crop land –63.4 %; Plantation – 1.7 %; Land with scrub – 16.3 %; Land without scrub – 1.9 % ; Birds Sanctuary – 1.2 % National Park / Wild life sanctuary / Sultanpur National Park / Bird Sanctuary – 8.9 Kms. Biosphere reserve / Tiger Reserve / Elephant Corridor / migratory routes for Birds Historical places / Places of Tourist Nil importance / Archeological sites Industrial areas / cluster (MoEF office Nil memorandum dated 15th March 2010) Defense Installations NSG Training Centre, Manesar – 3.8 Kms. Nearest village Baskushla village - 0.9 Kms. (West) No. of Villages in the Study Area 62 Nearest Hospital ESIC Hospital – 1.4 Kms. Nearest School 1.3 kms. Reserved forests Nil Water body Bhadshapur Stream – 9.2 Kms. & Few ponds exists with in 10 Km. radius Crops in the Study Area The main crops grown in the Study area are Bajra, wheat, guar, mustard and paddy. In terms of productivity, Wheat is the predominant crop in Gurgaon, Haryana. Nearest railway station Garhi Harsaru Railway station– 6.7 Kms. Nearest Port facility Nil Nearest Airport Nil Nearest Interstate Boundary No interstate boundary within 10 Km radius of the project site. (Nearest interstate boundary Delhi is at a distance of 15 kms. & Rajasthan at a distance of 18 kms. from the Project site) Seismic zone as per IS-1893 Seismic zone – IV R & R There is no rehabilitation and resettlement issue, since the project site is situated in Industrial Model Township, Manesar (IMT Manesar) developed by Haryana State Industrial & Infrastructure

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Development Corporation Ltd. for Industrial purpose.

2.3.3 LIST OF INDUSTRIES WITHIN 10 Km. RADIUS OF THE PROJECT SITE [Gen.TOR # 4 (viii)] Following is list of industries presently located within 10 Km radius of the site: S. No. Industries Type of Industries 1 M/s. Gandas Industries Manufacturer of Automotive & Industrial Fasteners 2 M/s. APPL Industries Ltd. Plastic Resin Manufacturer 3 M/s. Krishna Industries Lighting Manufacturer 4 M/s. Munjal Kiriu Industries Pvt. Ltd. Manufacturer of Ferrous Casting Parts 5 M/s. Harinder Industries Pvt. Ltd. Manufacturer of Wire Harness & Cables 6 M/s. Vactech Industries Plastic Fabrication Company 7 M/s. Modern Packaging Industries Packaging Service Provider 8 M/s. Kansal Industries Automotive Sheet Metal Parts Manufacturer 9 M/s. Tricolite Electrical Industries Ltd. Electrical Equipment Manufacturer 10 M/s. Lumax DK Auto Industries Electronic Part Supplier 11 M/s. Annu Industries Plastic Fabrication Company 12 M/s. Minda Industries Ltd. Auto component Manufacturer 13 M/s. Haryana Industries Industrial Equipment Supplier 14 M/s. R.S Springs Industries Manufacturer of Compression Springs, 15 M/s. VVA Auto Industries Pvt. Ltd. Auto Part Manufacturer 16 M/s. Hilex Industries (India) Pvt. Ltd. Manufacturer of Brake Shoes for Automobile Industry 17 M/s. Amit Packaging Industries Corrugated Box Manufacturers 18 M/s. Precision Sheet Metal Industries Pvt. Ltd. Manufacturer Jigs Fixtures, Dollies & Trolleys. 19 M/s. Kesaria Rubber Industries Pvt. Ltd. Manufacturing of PTFE Components.

2.4 DETAILS OF LAND [Gen. TOR # 4 (vii) & 4 (xi)]

Project site is located at Plot no. 5, Sector – 7, IMT Manesar, Gurgaon District, Haryana. The company has taken about 0.405 hectares (4050 Sq.m) of land on lease from M/s. AADINATH OVERSEAS LLP.

The following is the Land Classification & Land use statement: Table 2.4.1: LAND CLASSIFICATION Item Extent of Land (in Hectares) Extent of Land (in Sq.m) Private Land 0.405 4050 Govt. land Nil Nil Forest Land Nil Nil Industrial Land Nil Nil Total 0.405 4050

2 -8 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 2

Table 2.4.2: LAND USE STATEMENT OF THE PLANT AREA Item Extent of Land (Sq.m) Built-up area 2430 Green belt 1336 Others 284 Total 4050

The project site was taken on lease with an empty Industrial Shed & compound wall. After obtaining the E.C. Plant & machinery will be procured and installed in the existing shed.

Plant Layout showing proposed facilities, storage area, plant area, greenbelt area, utilities etc., is shown below in Fig.2.5.

2 -9 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit EIA report ; Chapter # 2

PLANT LAYOUT [Gen. TOR # 4 (v)]

Fig: 2.5

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 2

2.5 SIZE / MAGNITUDE OF OPERATION [Gen. TOR # 3 (ii)]

M/s. AAFMPL is proposed to set up an asbestos based brake linings manufacturing unit for Two- wheelers of 6,66,000 pcs/day & Commercial Vehicles of 5400 pcs/day at Plot no. 5, Sector – 7, IMT Manesar, Gurgaon, Haryana State.

Table 2.5.1: DETAILS OF THE PROPOSED PRODUCTS & PRODUCTION CAPACITIES S.No. Name of product Production Capacity Production Capacity (in PCS/day) (in PCS/Annum) 1 Two-wheeler Brake Lining (Asbestos based) 6,67,000 24,00,00,000 2 Commercial Vehicle Lining (Asbestos based) 5,400 19,20,000

2.6 PROPOSED SCHEDULE FOR APPROVAL AND IMPLEMENTATION [Gen. TOR # 3(i)]

The production enhancement will be implemented within 1 year after obtaining Statutory clearances from MoEF & SPCB.

2.7 PROJECT COST [Gen. TOR # 3(i)]

The estimated project cost of the proposed project will be Rs. 9.5 crores. Table 2.7.1: BREAK-UP OF PROJECT COST S.No. Unit / Details Estimated Cost (Rs. In Crores) 1. Plant & Machinery 9.16 2. For Occupational Health, Safety & Risk Management 0.15 3. For Corporate Envirnment Responsibility (CER) as per OM F.No.22- 0.19 65/2017 dt. 1st May 2018 Total 9.50

2.8 TECHNOLOGY AND PROCESS DESCRIPTION

2.8.1 RAW MATERIALS [Gen.ToR # 3 (iv)]

The raw materials used for the manufacture of Asbestos bases Brake liners are as follows: Table 2.8.1: RAW MATERIAL REQUIREMENT FOR THE PROPOSED PROJECT S.no. Compound Quantity Source Distance Mode of transportation (Kg/day) w.r.t. site (in Kms.) 1. Asbestos 11,500 The Asbestos --- In Closed containers by (White Chrysotile fibre packed in ships & then by train to Asbestos Fibre) HDPE bags shall Garh Harasaru railway be imported from station thereafter by

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Kazakhstan truck till site. 2. Resin 1300 Bahadurgarh 65 KM By Truck (Haryana) 3. Nitrile Butyl Rubber 2500 Bombay 1350 KM By Truck (NBR) 4. Discarded Waste / 2600 Bahadurgarh 65 KM By Truck Friction Dust (Haryana) 5. Other 7600 Delhi 60 KM By Truck (Mineral additives)

Brief Description on Raw materials a) Asbestos Fibre (Chrysotile) Asbestos is defined as fibrous form of mineral silicates belonging to the serpentine type group of Rock forming minerals. Asbestos dust is defined as air borne particles of asbestos or settled particle of asbestos which may become air borne in the working environment.

Formula: 3MgO2SiO2 2H2O: The soft silky Chrysotile fibre exhibit excellent flexibility & tensile strength which makes highly suitable as a reinforcing material.

White Chrysotile fibre is imported, packed in impervious HDPE bags. Fibre bags are stored in a separate go-down with further safety measure of total enclosure. BLUE ASBESTOS FIBRE will not be used. b) Nitrile Butadiene Rubber (NBR) Nitrile-Butadiene Rubber (NBR) is essentially an acrylonitrile and butadiene copolymer obtained by emulsion polymerization method. Due to high resistance to aggressive agents NBR is used for manufacture of Brake linings. c) Resin Resin is used as tougheners such as epoxy resin. Rubber particles are added to increase flexibility and increase braking power. d) Discarded Waste (friction dust) Friction dust is the waste generated from the process of asbestos or asbestos containing materials will be recycled into the process again.

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2.8.2 RAW MATERIAL STORAGE & HANDLING [Spec. ToR # 7]

All the raw materials will be stored in designated storage areas. Based on the physical, thermal, chemical and biological properties available from the material safety data sheets (MSDS) of the various substances handled in the proposed project, the hazardous substances shall be identified.

HANDLING OF ASBESTOS:  The fibre bags will be received on pallets Properly packed in plastic cover & with wooden base at bottom which can be easily handled with forklift & unloaded in separate fibre godown,  As per requirement the fibre pallets are transferred to bag opening device where the bags are automatically opened (the fibre will be conveyed to wet grinding by means of close screw conveyors) in Bag Opening Device (BOD).  Empty fibre bags will be shredded into fine particles which are ultimately conveyed along with the fibre. Hence the chances of Fugitive emission of dust to open atmosphere are practically nil.  The cut and damaged fibre bags will be immediately repaired with adhesive tape to ensure no spillages.

2.8.3 MATERIAL BALANCE: The following is the material balance for the manufacturing of Brake liners

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2.8.4 MANUFACTURING PROCESS [Spec. ToR # 14 & Gen.ToR # 3 (viii)]

2.8.4.1 List of Primary Machinery/Equipment to be installed S.No. Machinery 1. Bag-opner Machine 2. Shredder 3. Mixing Machine – 150 Kg 4. Box oven 5. Heat Moulding Machine- 250 Ton 6. Performing M/c- 150 Ton 7. ID Grinding 8. Sletting M/c 9. Belt Grinder 8. Dust Collector- 14000 CMH 9. Thermopack- 400000 K/CAL 10. Air cooler 11. Wet Scrubber

2.8.4.2 Process of Asbestos based Brake liners for Two-wheelers & Commercial Vehicles Asbestos Handling & Compounding: Raw material bag opens in an enclosed container automatically by a bag opener machine without emitting any dust.

Asbestos fibre will be brought on pallets with shrink wrap in impermeable plastic pressure packed bags.

Bag Opener Machine & Shredder: [Spec. ToR # 5] The function of the BAG OPENER is to open the raw Asbestos fibre bags automatically in a totally enclosed container without leaving any dust outside. Removal of the empty bags, discharge of the press packed fibres in to the lump breaker and breaking the lumps in to fibres. It also shreds the empty fibre bags into fine particles which are ultimately conveyed along with the fibre. Hence the chances of emission of dust to open atmosphere are practically nil.

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Fig: 2.6

 Then other materials such as Resin, NBR, Discarded Waste, Minor additives are automatically weighed and conveyed to the Mixture machine.

 Mixing: The material mixed with the help of mixing machine (rulla) to form sheet of liner.

 Preforming: Fixed quantity of mix is compressed in a pre-forming die on a hydraulic machine to make the biscuit of the brake lining.

 Heat-moulding: Sheets liner is given to its final shape on hot moulding machine with the help of dies at a constant pressure and temperature.

 Post Curing: Sheet is fed in box oven for curing purpose to increase the hardness of sheets. At this process temperature remains 100 to 150 OC.

 Slitting: Liner sheets cut in slits as per sizes required for Brake Shoe.

 ID & Edge Grinding: Purpose of the operation is to clean inner surface of the liner and to maintain thickness & arc length.

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 Final Inspection: Inspecting and testing is carried out to ensure that defect free supply reaches to the customer. It includes visual and dimensional inspection.

A line diagram/flow sheet for the process is shown below.

PROCESS FLOW FOR MANUFACTURING BRAKELINERS

2.8.5 POWER REQUIREMENT [Gen. TOR # 3 (vii)]

The total power requirement for operation of plant is 1110.05 KW, which will be sourced from Dakshin Haryana Bijli Vitran Nigam. D.G. set 2 x 500 KVA will be installed for emergency power supply.

UTILIZATION OF SOLAR POWER Proposed to tap solar power by installing PV Solar panels (with seasonal tilt Mechanism) on roof tops of Shed to generate 100 KW power and will be utilized for Internal Lighting requirements. There by power requirement from State grid will be reduced.

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2.8.6 MANPOWER REQUIREMENT [Gen.ToR # 3 (vii)]

The proposed plant creates employment to 50 people during Installation of plant & machinery and 250 people during operation of the proposed project directly / indirectly.

2.9 ENVIRONMENTAL MITIGATION MEASURES [Gen.TOR # 3 (vi) & 7 (v)]

2.9.1 AIR EMISSION CONTROL All the laws, regulations and norms regarding use and handling of asbestos will be strictly followed.  Asbestos fibre will be brought on pallets with shrink wrap in impermeable plastic pressure HDPE packed bags.  Asbestos bag opens in an enclosed container automatically by a bag opener device, where the bags are automatically opened (the fibre will be conveyed to wet grinding by means of close screw conveyors) in Bag Opening Device (BOD) under negative suction any airborne asbestos is sucked & it will be collected in Dust collector which will be reused in the process. Table 2.9.1: AIR EMISSION CONTROL SYSTEMS PROPOSED S. No. Stack attached to Control Equipment Stack Particulate emission at Provided Height (m) the outlet of Stack 1 Thermic Fluid Heater Wet Scrubber 30 PM - 50 mg/ Nm3 (Preforming, Thermo Fibre Count- 0.2 fibre /cc Forming & Heating process) 2 All processing sections Hoods will be -- PM - 50 mg/ Nm3 provided and which is connected to Dust collector

 Dust collected in bag filter will be reused in the process.  Air emission generated from heat treatment shall be channelized to wet scrubber.  Stack height of 30m shall be provided for the Thermic Fluid heater.  Automatic debagging and shredder machine will be installed to open asbestos bag automatically and shred the bags into small pieces to reuse.  33 % of greenbelt will be developed all around the plant area to further reduce the emissions.

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2.9.2. WASTEWATER MANAGMENT  There will not be any Process wastewater generation from the proposed unit as it is Dry process.  The entire manufacturing process is Dry method. No process wastewater generation from the proposed project except Scrubber blowdown, Sanitary Wastewater.  Scrubber blowdown will be sent to settling tank. After settling of solid particles (hazardous / non hazardous). The clear wastewater will be recycled as make up water from scrubber.  The Sanitary wastewater will be discharged into Sewer line provided by HSIIDC. Hence there will not be any adverse impact on water environment due to the proposed project.

2.9.3. NOISE POLLUTION The major noise levels will be confined to the working zones of the plant. Ear plugs will be provided to all employees who will enter into the noise prone areas.

2.9.4. SOLID WASTE . Entire solid waste generated from the process such as Recyclable (Lining), Packaging Material (Bag), Friction Dust will be recycled and reused in the manufacturing process. . The cut and damaged fibre bags are being & will be immediately repaired with adhesive tape to ensure no spillages. . The empty bags of the fibre are shredded to convert in fine particles and are used in the process along with raw material. . Chemical Residue generated from Scrubber will be disposed off at TSDF. . Used/spent oil from the plant will be given to SPCB approved recyclers. Hence there will not be any adverse impact on land environment due to the solid waste generation from the proposed project.

2.10 ASSESSMENT OF NEW & UNTESTED TECHNOLOGY FOR THE RISK OF TECHNOLOGICAL FAILURE Asbestos based Brake Liners manufacturing (for Two-wheelers & Commercial vehicles) technologies are well proven technologies all over the world. Hence there will not be any risk of technological failure from the proposed project.

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CHAPTER –3 DESCRIPTION OF ENVIRONMENT (BASELINE ENVIRONMENTAL STATUS)

3.1 BASELINE ENVIRONMENTAL STATUS This chapter gives an idea and description of environmental status of the study area with reference to the prominent environmental attributes. The main objective of describing the environment is to assess present environmental quality & the environmental impacts. The study area 10 Km. radius of the plant site falls is covered in Survey of India Toposheet No. 53 D/15.

The impact identification always commences with the collection of baseline data such as ambient air quality, ground water quality, surface water quality, noise levels, land environment, land use pattern, flora & fauna and socio economic aspects within the study zone of 10 Km. radius. Baseline data collection for the proposed project has been collected from October 2017 to December 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. Subsequently the baseline data has been collected for further period of One month i.e. from 1st October 2018 to 31st October 2018 for Re-validation of Baseline data for preparation of EIA report.

Baseline data has been collected pertaining to Ambient Air, Noise, Water & Soil by an external laboratory M/s. Global Enviro Labs (GEL), Hyderabad which is MoEF&CC recognized Laboratory. Due care has been taken by Pioneer Enviro to ensure that calibrated samplers / equipment / instruments have been utilized for sampling & analysis. Adequate care has also been taken to ensure proper Preservation & Transportation methods in accordance with the standard procedures. It is ensured by Pioneer Enviro that Standard operating Procedures have been followed by M/s. GEL.

Calibration: Calibrated samplers / Instruments have been used for Baseline data Collection & Analysis.

EIA report – Chapter 3 3.1

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3.2 AIR ENVIRONMENT

3.2.1 METEOROLOGY [Gen. TOR # 6 (i)]

Meteorology of the study area plays an important role in the air pollution studies. The prevailing micro meteorological conditions at the Steel plant site will regulate the dispersion and dilution of air pollutants in the atmosphere. The predominant wind directions and the wind speed will decide the direction and distance of the most affected zone from the proposed activity. The meteorological data collected during the monitoring period is very useful in interpretation of baseline data as input for dispersion models for predicting the Ground Level Concentrations (GLC).

3.2.2 METEOROLOGICAL DATA RECORDED AT SITE A Temporary Weather Monitoring Station has been installed at the site. Temperature, relative humidity, wind direction, wind speed, and rainfall were recorded for one season i.e., 1st October 2017 to 31st December 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. Subsequently the meteorological data has been revalidated for One month i.e. from 1st October 2018 to 31st October 2018.

The maximum temperature recorded was 32.30C and the minimum temperature was 15.60C at the site (during 1st October 2017 to 31st December 2017) & the maximum temperature recorded was 35.50C and the minimum temperature was 18.20C at the site (during 1st October 2018 to 31st October 2018).

Wind direction and speed are recorded at site every hour and are flowing mostly from W to E direction (during 1st October 2017 to 31st December 2017) & flowing mostly from NW to SE direction (during 1st October 2018 to 31st October 2018).

Relative humidity recorded at the site was 42 to 65 %.

Rainfall recorded during 1st October 2018 to 31st October 2018 is 10 mm. Average Annual Rainfall of the Gurugaon district is 590 mm. Nearest IMD station is New Delhi (Palem). The wind rose diagram of the site is shown in fig 3.1 & 3.2.

EIA report – Chapter 3 3.2

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Fig: 3.1

EIA report – Chapter 3 3.3

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st st WINDROSE AT SITE (1 October 2018 to 31 October 2018)

Predominant winds mostly from NW to SE direction Fig: 3.2

EIA report – Chapter 3 3.4

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TABLE NO. 3.2.1: 24 HOURLY SITE-SPECIFIC MICRO-METEOROLOGICAL DATA S.No. Time Wind Wind Speed Ambient Temp. Stability Mixing Direction (m/s) (Kelvin) Class Height (m) 1 1:00:00 CALM 0.0 292.4 5 500 2 2:00:00 CALM 0.0 291.6 5 400 3 3:00:00 E 0.0 292.9 5 300 4 4:00:00 S 0.0 294.1 6 300 5 5:00:00 E 5.2 295.6 4 600 6 6:00:00 W 4.8 297.2 4 500 7 7:00:00 E 4.9 298.4 2 1200 8 8:00:00 NW 3.8 299.8 2 1000 9 9:00:00 W 2.8 300.6 2 1100 10 10:00:00 N 3.2 301.2 2 1000 11 11:00:00 NW 4.0 302.7 2 1200 12 12:00:00 NW 3.2 304.1 1 1300 13 13:00:00 SW 1.9 305.8 1 1200 14 14:00:00 NW 4.9 307.3 4 700 15 15:00:00 E 1.8 306.6 3 800 16 16:00:00 NW 1.0 305.2 4 500 17 17:00:00 SE 1.7 304.6 4 700 18 18:00:00 NWW 2.7 302.4 4 900 19 19:00:00 NW 5.4 300.5 5 200 20 20:00:00 E 4.5 298.7 6 300 21 21:00:00 SE 1.5 297.2 5 400 22 22:00:00 SE 0.0 295.4 5 300 23 23:00:00 CALM 0.0 293.5 6 200 24 0:00:00 CALM 0.0 292.8 4 700

EIA report – Chapter 3 3.5

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3.2.3 AIR QUALITY [Gen. TOR # 6 (ii)]

The ambient air quality with respect to the study zone of 10 Km. radius around the plant site forms the baseline information. The study area represents mostly rural environment. The various sources of air pollution in the region are vehicular traffic, dust arising from unpaved village roads. The Prime objective of baseline air quality survey is to assess the existing air quality of the area. This will also be useful in assessing the conformity to standards of the ambient air quality during the plant operation.

3.2.3.1 SELECTION OF SAMPLING STATIONS Eight (8) nos. of Ambient Air Quality Monitoring Stations were established with in the study zone of the plant in accordance with CPCB guidelines.

3.2.3.2PARAMETERS MONITORED Ambient air quality has been monitored earlier for 2 days in a week for One Season (1st October 2017 to 31st December 2017) by M/s. Perfact Enviro Solutions Pvt. Ltd. at 8 nos. of

monitoring locations for PM2.5, PM10, SO2, NOX & CO. The sampling locations and their distances are shown in Table 3.2.3 and in Fig 3.3. The th Max., Min., and 98 percentile values for all the monitoring locations for PM2.5, PM10, SO2,

NOX & CO are shown in Table 3.2.4, 3.2.5.

Subsequently during Revalidation of Baseline data for One Month has been collected during 1st October 2018 to 31st October 2018 to assess the existing status of air Quality. At

each Monitoring Particulate Matter (PM2.5), Particulate Matter (PM10), Suspended

Particulate Matter, SO2, NOX, CO & Asbestos Fibre count are monitored.

The sampling locations and their distances are shown in Table 3.2.6 and in Fig 3.4. The th Max., Min., and 98 percentile values for all the monitoring locations for PM2.5, PM10, SO2,

NOX, CO & Asbestos Fibre count are shown in Table 3.2.7 to 3.2.15.

3.2.3.3 SAMPLING & ANALYTICAL TECHNIQUES, INSTRUMENTS USED FOR SAMPLING Envirotech RDS, APM 550 dust samplers pertaining to M/s. Global Enviro Labs (GEL),

Hyderabad have been used for monitoring PM2.5, PM10, SO2, NOX, CO & Asbestos Fibre

count. PM2.5& PM10 are estimated by gravimetric method (IS: 5182 Part 23:2006) has been

adopted, SO2 is estimated by Improved West & Gaeke method (IS: 5182; Part 2: 2001), NOx EIA report – Chapter 3 3.6

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is estimated by Jacob – Hochheiser method (IS: 5182; Part – VI : 2006). CO was analyzed using Non-dispersive infrared absorption gas analyzer & Asbestos Fibre count is estimated on membrane filter method and using Phase contrast Microscope (IS: 11450-1986). The standard operating Procedures of M/s. Global Enviro Labs (GEL), Hyderabad have been used for sampling and analysis.

Calibration Calibration charts have been prepared for all gaseous pollutants. The Calibration is carried out when new absorbing solutions are prepared.

TABLE 3.2.2: TECHNIQUES USED FOR AMBIENT AIR QUALITY MONITORING S.No Parameter Technique Minimum Detectable Limit (g /m3)

1. PM2.5) APM 550 dust sampler (Gravimetric Method - IS: 5182 5.0 Part 23:2006)

2. PM10 Respirable Dust Sampler (Gravimetric Method - IS: 5.0 5182 Part 23:2006)

3. SO2 EPA Modified West &Gaeke method (IS: 5182; Part 2: 4.0 2001) 4. NOx Arsenite modified Jacob & Hochheiser (IS: 5182; Part – 4.5 VI : 2006) 5. CO Non-dispersive infrared absorption gas analyzer 12.5 (IS:5182; Part – 10 -1999) 6. Asbestos Envirotech, APM 800 (Membrane filter method and 0.02 Fibre count using Phase contrast Microscope (IS: 11450-1986) Fibre/cc

TABLE 3.2.3: AMBIENT AIR QUALITY MONITORING STATIONS (1st October 2017 to 31st December 2017 conducted by M/s. Perfact Enviro Solutions Pvt. Ltd.) Station Location Distance & Direction Project area / Environmental No. from project area study area Significance A1 Onsite --- Industrial area Existing ambient A2 Onsite Within Site East Industrial area air quality at core Direction zone A3 Sector-5, Manesar 0.66 Km, SE Industrial area A4 Baskushla 1.1 Km West Residential area A5 Kakrola Village 1.25 Km North Residential area Existing air quality A6 Naharpur Kasan 1.85 Km ENE Residential area at Buffer Zone A7 Manesar 2.5 Km, SE Residential area A8 Manesar 2.59 Km, SE Residential area

EIA report – Chapter 3 3.7

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TABLE 3.2.4: SUMMARY OF AMBIENT AIR QUALITY DATA (1st October 2017 to 31st December 2017 conducted by M/s. Perfact Enviro Solutions Pvt. Ltd.)

3 3 Location PM2.5 (Standard – 60 µg/m ) PM10(Standard – 100 µg/m ) Minimum Maximum 98 Percentile Minimum Maximum 98 Percentile A1 66.5 101.2 96.4 117.1 171.1 168.0 A2 67.8 103.3 98.3 119.5 174.5 171.4 A3 63.8 97.2 92.5 112.4 164.2 161.3 A4 87.1 132.6 126.3 153.4 224.1 220.1 A5 93.8 127.6 121.5 147.6 215.6 211.7 A6 74.5 113.4 108.0 131.2 191.6 188.2 A7 71.8 109.3 104.1 126.5 184.8 181.5 A8 89.8 121.5 115.7 140.6 205.3 201.7

TABLE 3.2.5: SUMMARY OF AMBIENT AIR QUALITY DATA (1st October 2017 to 31st December 2017 conducted by M/s. Perfact Enviro Solutions Pvt. Ltd.)

3 3 Location SO2 (Standard – 80 µg/m ) NOx (Standard – 80 µg/m ) CO (Standard – 2 mg/m3) Minimum Maximum 98 Minimum Maximum 98 Percentile Percentile A1 5.7 10.2 8.6 20.1 33.7 30.0 1.3 A2 5.8 10.4 8.8 20.5 34.4 30.6 1.0 A3 5.4 9.8 8.3 19.3 32.4 28.8 1.3 A4 7.4 13.4 11.3 26.3 44.2 39.4 1.8 A5 7.1 12.9 10.9 25.3 42.5 37.9 1.7 A6 6.3 11.4 9.7 22.5 37.8 33.6 1.1 A7 6.1 11.0 9.3 21.7 36.4 32.4 1.5 A8 6.8 12.2 10.4 24.1 40.5 36.1 1.6

EIA report – Chapter 3 3.8

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Showing Ambient Air Quality Monitoring Locations

5

1 4 1 6 1 1 2 1 1 3 1 8 1 7 1 1 1 1 1 1 1 1 1 1

AAQ MONITORING LOCATIONS

(1st Oct 2018 to 31st Oct 2018) Fig: 3.3

EIA report – Chapter 3 3.9

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TABLE 3.2.6: AMBIENT AIR QUALITY MONITORING STATIONS (Additional On Month Data collected 1st October 2018 to 31st October 2018) S.No STATION DIRECTION DISTANCE CRITERIA FOR SELECTION (w.r.t. site) (in Kms.) A1 Project Site ------Represent the Project Site (Core Area) A2 Sector-6, IMT-Manesar E 0.06 Represent 2nd predominant Downwind direction & Industrial area A3 Sector-5, IMT-Manesar SE 0.60 Represents predominant Downwind direction & Industrial Area A4 Sector-15, IMT-Manesar NW 0.95 Represent Up wind direction & Industrial Area A5 Kakrola Village N 1.25 Represents Residential area A6 Naharpur Kasan NEE 1.85 Represents Crosswind direction A7 Manesar SE 2.50 Represent predominant Downwind direction & near to NH # 8. A8 Kasan SW 2.20 Represent Crosswind direction & Residential area.

TABLE 3.2.7 Sampling Location: Project Site Sampling Period: 1st October to 31st October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS PM2.5 46.8 42.7 46.5 60 PM10 78.9 72.4 78.6 100 SO2 16.2 14.5 16.0 80 NOX 34.8 32.1 34.6 80 CO 1508 1378 1498 2000

TABLE 3.2.8 Sampling Location: Sector-6, IMT-Manesar Sampling Period: 1st October to 31st October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS PM2.5 48.4 43.6 48.2 60 PM10* 81.5 74.9 81.3 100 SO2 17.2 15.2 17.0 80 NOX 36.1 33.3 35.8 80 CO 1588 1332 1580 2000

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TABLE 3.2.9 Sampling Location: Sector-5, IMT-Manesar Sampling Period: 1st October to 31st October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS PM2.5 47.5 44.3 47.2 60 PM10* 80.6 76.7 80.3 100 SO2 16.8 14.9 16.6 80 NOX 35.5 34.2 35.2 80 CO 1495 1344 1492 2000

TABLE 3.2.10 Sampling Location: Sector-15, IMT-Manesar Sampling Period: 1st October to 31st October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS PM2.5 49.4 46.3 49.1 60 PM10* 83.8 79.7 83.5 100 SO2 15.3 13.6 15.2 80 NOX 31.7 28.4 31.4 80 CO 1558 1406 1555 2000

TABLE 3.2.11 Sampling Location: Kakrola Village Sampling Period: 1st October to 31st October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS PM2.5 52.3 47.8 52.1 60 PM10* 87.5 82.3 87.3 100 SO2 14.6 13.2 14.5 80 NOX 30.4 27.2 30.4 80 CO 1458 1305 1455 2000

TABLE 3.2.12 Sampling Location: Naharpur Kasan Sampling Period: 1st October to 31st October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS PM2.5 49.8 46.7 49.8 60 PM10* 84.4 80.6 84.1 100 SO2 13.8 12.9 13.7 80 NOX 32.8 29.5 32.8 80 CO 1492 1348 1485 2000

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TABLE 3.2.13 Sampling Location: Manesar Sampling Period: 1st October to 31st October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS

PM2.5 53.2 49.4 53.2 60 PM10* 89.8 82.3 89.5 100 SO2 18.7 16.6 18.7 80 NOX 39.2 35.9 39.0 80 CO 1786 1595 1782 2000

TABLE 3.2.14

st st Sampling Location: Kasan Sampling Period: 1 October to 31 October 2018 Unit : g /m3 Parameter Maximum Minimum 98th percentile Standard as per NAAQS PM2.5 46.2 43.6 46.2 60 PM10* 79.6 75.2 79.5 100 SO2 13.5 12.2 13.5 80 NOX 28.9 25.4 28.7 80 CO 1388 1297 1382 2000

TABLE 3.2.15 : FIBROUS DUST CONCENTRATION IN THE STUDY AREA [Spec. ToR # 16]

S. No. Monitoring Station Method Distance Fibre Standard as (Static (w.r.t. Site) Concentration per NAAQS / Personal) (in Kms.) (f/CC) (f/CC) A1 Project Site ------<0.02 0.1 A2 Sector-6, IMT-Manesar E 0.06 0.022 0.1 A3 Sector-5, IMT-Manesar SE 0.60 0.034 0.1 A4 Sector-15, IMT-Manesar NW 0.95 <0.02 0.1 A5 Kakrola Village N 1.25 <0.02 0.1 A6 Naharpur Kasan NEE 1.85 <0.02 0.1 A7 Manesar SE 2.50 <0.02 0.1 A8 Kasan SW 2.20 <0.02 0.1

The fibre concentrations in 8 samples collected in the surrounding ambient air of Study area was <0.02 to 0.034 f/cc. All samples showed fibre concentration lower than the threshold limit values.

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Interpretation of Ambient Air Quality Monitoring

th 3 The 98 percentile PM2.5 concentration recorded at the Project Site is 46.5 g /m . th 3 The 98 percentile PM10 concentration recorded at the Project Site is 78.6 g /m . th 3 The 98 percentile SO2 concentration recorded at the Project Site is 16.0 g/m . The 98th percentile NOx concentration recorded at the Project Site is 34.6 g/m3.

th 3 The 98 percentile CO concentration recorded at the Project Site is 1498 g /m .

th The highest 98 percentile PM2.5 concentration was recorded at Manesar Village with a value of 53.2 g/m3.

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th The highest 98 percentile PM10 concentration was recorded at Manesar Village with a value of 89.6 g/m3. th The highest 98 percentile SO2 concentration was recorded at Manesar Village with a value of 18.5 g/m3. The highest 98th percentile NOx concentration was recorded at Manesar Village with a value of 39.0 g/m3.

th 3 The 98 percentile CO concentration recorded at the Manesar Village is 1782 g /m .

The highest concentrations are recorded at Manesar Village due to more nearby Industrial Activity, Densely Populated area and the Village is aburting to NH # 8.

The following are the concentrations of various parameters at the monitoring stations:

Parameter Concentration Concentration NAAQ Standards (during 1st October 2017 (during 1st October 2018 to 31st December 2017) to 31st October 2018) 3 3 3 PM2.5 66.5 to 132.6 g/m 42.7 to 53.2 g/m 60 g/m 3 3 3 PM10 112.4 to 224.1 g/m 72.4 to 89.8 g/m 100 g/m 3 3 3 SO2 5.4 to 13.4 g/m 12.2 to 18.7 g/m 80 g/m 3 3 3 NOX 19.3 to 44.2 g/m 25.4 to 39.2 g/m 80 g/m CO 1000 to 1800 g/m3 1248 to 1786 g/m3 2000 g/m3 Asbestos Fibre Not carried out <0.02 to 0.034 f/cc 0.1 f/cc Count

st st The Concentrations of PM2.5 & PM10 during the period 1 October 2017 to 31 December 2017 have exceeded the standards due to construction activities including road laying activities in the area & also due to Diwali Festival.

3.3 NOISE ENVIRONMENT The physical description of sound concerns its loudness as a function of frequency. Noise in general is sound, which is composed of many frequency components of various loudness distributed over the audible frequency range. Various noise scales have been introduced to describe, in a single number, the response of an average human being to a complex sound made up of various frequencies at different loudness levels. The most common and heavily favored of those scales is the weighted decibel (dBA). This is more suitable for audible range

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of 20 to 20,000 Hertz. The scale has been designed to weigh various components of noise according to the response of a human ear.

The impact of noise sources on surrounding community depends on  Characteristics of noise sources (instantaneous, intermittent or continuous in nature). It is well known that steady noise is not as annoying as one that is continuously varying in loudness.  The time, at which noise occurs, for example loud noise levels at night in residential areas are not acceptable because of sleep disturbance.  The location of the noise source with respect to noise sensitive area, which determines the loudness and period of noise exposure.

The environmental impact of noise can have several effects varying from Noise Induced Hearing Loss (NIHL) to Annoyance depending on loudness of noise levels.

The environmental impact assessment of noise from the plant can be carried out by taking into consideration the factors like potential damage to hearing, potential physiological responses, annoyance and general community responses.

The main objective of noise level monitoring is to assess the background noise levels in different zones viz., industrial, commercial, residential and silence zones within the study area. The basic studies conducted were a. Assessment of background noise levels. b. Identification and monitoring the major noise generating sources in the study area. c. Impact of noise on general population in the study zone of 10 Km. radius.

3.3.1 RECONNAISSANCE Noise levels were measured at different locations within 10 Km. radius of the plant such as villages, bus stands etc.

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3.3.1.1BACKGROUND NOISE Baseline noise data has been measured at different locations using A-weighted sound pressure level meter. The equivalent day noise levels in the study zone are ranging from 56.5 dBA to 75.2 dBA & equivalent Night noise levels in the study zone are ranging from 48.1 dBA to 68.5 dBA during October 2017 to December 2017 carried out by by M/s. Perfact Enviro Solutions Pvt. Ltd. further Noise levels collected during revalidation of Noise levels for October 2018, the equivalent day noise levels in the study zone are ranging from 51.7 dBA to 68.9 dBA & equivalent Night noise levels in the study zone are ranging from 40.5 dBA to 62.2 dBA during October 2018.

3.3.1.2SOURCES OF NOISE Typical considerations in environmental noise assessment can be divided into two categories; one is related to noise sources and the other related to potential receiver. Two quantities are needed to describe completely the strength of the source. They are sound power level and directivity. Sound power level measures the total sound power radiated by the source in all directions whereas directivity is a measure of difference in radiation with direction. This concept of sound power level and directivity index makes it possible to calculate the sound pressure level created by the source.

3.3.2 COMMUNITY NOISE The ambient noise level is characterized by significant variations above a base or a residual noise level. The residual noise level is that level below which the ambient noise does not seem to drop during a given time interval and is generally caused by the unidentified distant sources. It differs in rural and urban areas. At night, its level is low due to lesser elements of noise. The annoyance that people experience depends upon the number of noise elements that produce noise concurrently at a given time that occur during a time interval.

The noise rating developed by EPA for specification of community noise from all sources is the day night sound level, Ldn. It is similar to a 24 hour equivalent sound level except that during the night period, which extends from 10.00 p.m. to 6.00 a.m. A 10 dBA weighing penalty is added to the account for the fact that noise at night when people are trying to sleep is judged more annoying than the same noise during the day time.

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The Ldn for a given location in a community is calculated from an hourly equivalent sound level given be the following equation. Ldn =10 log (1/24 [15 (10(Ld/10) + 9 (10(Ln+10)/10 )] ) Where Ld is the equivalent noise level during day time (6A .M. to 10 P.M.) Ln is the equivalent noise level during night time (10 P.M. to 6 A.M.)

3.3.2.1OCCUPATIONAL EXPOSURE To assess the magnitude of impact due to noise sources, it is essential to know the following. a. Duration of sound. b. Distribution through the working day. c. Overall noise levels. d. It’s composition including frequency and intensity at various intervals of time. Other factors regarding receiver include a. Age of the individual. b. Sensitivity of the individual. c. Efficiency of the protective devices used. After characterizing the noise at sources, noise at receiver’s locations, the impact must be assessed. The environmental impact of noise can lead to the following effects. a. Damagetothe hearing capacity. b. Interference in communication. c. Interference with work. d. Interference with sleep. e. Annoyance

3.3.3 METHODOLOGY ADOPTED FOR NOISE LEVEL OBSERVATION For measurement of Ambient Noise level in the Study area, a Digital Sound Level Meter (Make & Model: Lutron SL-4001) was used. The instrument was calibrated with a Standard Acoustic calibrator before using in the field. The measurements were carried out continuously for the 24-hour period to obtain hourly equivalent sound pressure level, 1 hourLeq. From these values, day and night time as well as 24-hour Leq values were also

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calculated. The Leq is the equivalent continuous sound level, which is equivalent to the same sound energy as the fluctuating sound measured in the same period.

Guidance for assessment of representativeness and reliability of baseline environmental attributes Attributes Sampling Measurement Remarks Noise Network Frequency Method Hourly equivalent Identified study Once in each Instrument : IS:4954-1968 as noise levels area season Noise level meter adopted by CPCB Hourly equivalent Inplant Once Instrument : CPCB/OSHA noise levels (1.5 metre from Noise level meter machinery) Hourly equivalent Highways Once in each Instrument : CPCB/IS:4954-1968 noise levels season Noise level meter Peak particle velocity 150-200m from Once PPV meter --- blast site

3.3.4 NOISE LEVEL OBSERVATIONS IN THE STUDY AREA [Gen. TOR # 6 (vii)]

Baseline noise levels have been monitored at different locations within the study zone of the plant. The impact of Noise levels will be confined to Max. of 3 Kms. Hence we have chosen monitoring stations close to the site.

Baseline noise levels have been monitored at different monitoring locations within the 10 Km. radius of the plant site during October 2017 to December 2017 (for One season) carried out by by M/s. Perfact Enviro Solutions Pvt. Ltd. and subsequently Noise levels have been collected in 9 nos. of stations for further period of One month i.e. from 1st October 2018 to 31st October 2018. Monitoring stations and their distances with respect to site are shown in Table 3.3.1 & 3.3.3.

TABLE 3.3.1 : NOISE LEVEL MONITORING STATIONS (1st October 2017 to 31st December 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. ) Station Location Distance & Direction Project area / Environmental No. from project area study area Significance N1 Onsite Within Site West Direction Industrial area Existing Ambient Noise N2 Onsite Within Site East Direction Industrial area quality at core zone

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N3 Sector-5 0.66 Km, SE Industrial area Existing Ambient Noise N4 Baskushla 1.1 Km West Residential Area quality at Buffer zone N5 Naharpur Kasan 1.85 Km, ENE Residential Area N6 Bangrola 2.14 Km, NNW Residential Area N7 Lakhnaula 2.96 Km, East Residential Area N8 NH8 2.44 Km, ESE Residential Area

TABLE 3.3.2 : EQUIVALENT DAY NIGHT NOISE LEVEL (1st October 2017 to 31st December 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. ) S. No. Locations Project area / Leq Day Leq Night Day time Night time study area noise noise (6.00 A.M to (10.00 P.M to level level 10.00 P.M) 6.00 A.M) dB(A) dB(A) Standard Standard [Leq in dB(A)] [Leq in dB(A)] Core zone noise quality N1 Onsite (West) Industrial area 62.8 57.9 75 70 N2 Onsite (East) Industrial area 67.3 58.2 75 70 N3 Sector-5 Industrial area 66.8 59.5 75 70 N4 Baskushla Residential Area 57.1 49.4 55 45 N5 Naharpur Kasan Residential Area 56.8 48.5 55 45 N6 Bangrola Residential Area 56.6 48.2 55 45 N7 Lakhnaula Residential Area 56.5 48.1 55 45 N8 NH8 Commercial 75.2 68.5 65 60 Area

TABLE 3.3.3: NOISE LEVEL MONITORING STATIONS (in October 2018) S.No MONITORING STATION DIRECTION DISTANCE CRITERIA FOR SELECTION w.r.t. Site (in Kms.) 1. Project Site ------Represents Project site & Industrial area 2. Sector - 6 East -- Represents Industrial area 3. Sector-5 SE 0.6 Represents Industrial area 4. Baskushla West 1.1 Represents Residential Area 5. Naharpur Kasan NEE 1.8 Represents Residential area 6. Bangrola NNW 2.1 Represents Residential area 7. Lakhnaula NEE 3.0 Represents Residential area 8. Manesar (near NH # 8) SE 2.5 Represent Commercial area (Proximate to National Highway) 9. ESIC, IMT Manesar S 1.4 Represent Silence Zone (Proximate to Hospital)

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TABLE 3.3.4: EQUIVALENT DAY NIGHT NOISE LEVEL (in October 2018) S.No. LOCATION EQUIVALENT NOISE LEVELS (dBA) Standard DAY NIGHT DAY-NIGHT 1. Project Site* 60.6 54.5 62.49 Industrial Area * 2. IMT Manesar-Sector# 6* 64.2 52.6 63.67 Daytime – 75 dBA 3. IMT Manesar,Sector# 5* 68.9 62.2 70.44 Night time – 70 dBA 4. Baskushla 52.6 41.5 52.22 5. Naharpur Kasan 54.5 42.2 53.77 Commercial Area ** 6. Bangrola 53.2 41.6 52.67 Daytime – 65 dBA 7. Lakhnaula 51.7 40.5 51.29 Night time – 55 dBA 8. Manesar (near NH # 8)** 63.1 53.2 63.14 9. ESIC, IMT Manesar # 52.4 38.2 51.25 Residential Daytime – 55 dBA Night time – 45 dBA

Commercial Zone # Daytime – 50 dBA Night time – 40 dBA

*The noise levels monitored at Project Site, IMT Manesar-Sector # 6, & IMT Manesar-Sector # 5 are within the norms prescribed for Industrial Zone. ** The noise levels monitored at NH # 8 (Commercial Area) is within the norms prescribed for Commercial Zone. # The noise levels monitored at ESIC, IMT Manesar (ESIC, IMT Manesar) are slightly higher than the norms prescribed for Commercial Zone. The noise levels monitored at all residential areas are within the norms prescribed for Residential Zone.

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Showing Noise Level Monitoring Locations

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5 7 1 2 4 3

9 8

NOISE LEVEL MONITORING LOCATIONS

Fig: 3.4

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3.4 WATER QUALITY IMPACTS

3.4.1 SURFACE WATER QUALITY [Gen. TOR # 6 (iv)]

Surface Water Quality have been monitored at Lakhnaula pond during October 2017 carried out by M/s. Perfact Enviro Solutions Pvt. Ltd. and subsequently the 2 nos. of Samples have been collected during October 2018 for revalidation of Surface water quality and analysed for various parameters.The following are the details pertaining to surface water samples. TABLE NO. 3.4.1 SURFACE WATER QUALITY SAMPLING STATIONS S.NO. October 2017 Distance October 2018 Distance w.r.t. site w.r.t. site 1) Laknaula Pond (SW1) 3.0 Kms Laknaula Pond (SW1) 3.0 Kms. 2) --- Badshapur Stream (SW2) 9.4 Kms.

All the Surface water samples are analyzed as per BIS-2296 Standards. The analysis of surface water analysed during October 2017 is furnished in Table No. 3.4.2 & surface water analysed during October 2018 is furnished in Table No.3.4.3.

The analysis of both the samples shows that all the parameters are in accordance with BIS- 2296 specifications.

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TABLE NO. 3.4.2: SURFACE WATER QUALITY ANALYSIS Sample Collected in the month of October 2017 S.No. Parameters Unit Lakhnaula Standard as per Pond (SW1) BIS: 2296 1 Colour Hazen <1 ----- 2 Odour -- Agreeable ----- 3 Turbidity NTU <0.5 ----- 4 pH Value -- 7.2 6.5-8.5 5 Temperature ºC 22 ----- 6 Conductivity µmhos/cm 1422 ----- 7 Total Dissolved Solids mg/l 713.8 1500 8 Chloride (as Cl) mg/l 92 600 9 Fluoride (as F) mg/l 0.66 1.5 10 Total Hardness mg/l 244 1500 11 Calcium (as Ca) mg/l 52.8 200 12 Magnesium (as Mg) mg/l 27.2 100 13 Iron (as Fe) Mg/l <0.04 50 14 Sulphate (as SO4) mg/l 18.1 400 15 Alkalinity mg/l 345 ----- 16 Sodium (as Na) mg/l 38 ----- 17 Potassium (as K) mg/l 4.6 ----- 20 Zinc (as Zn) Mg/l <0.01 21 BOD mg/l 26 3 22 COD mg/l 122.1 23 DO mg/l 3.4 > 4.0 24 Total Suspended Solids mg/l 12.8 --- 25 Nitrate mg/l 9.6 20 26 Oil & Grease mg/l 1.7 <0.01

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TABLE NO. 3.4.3: SURFACE WATER QUALITY ANALYSIS Sample Collected in the month of October 2018 S.NO. PARAMETER UNIT Badshapur Standard as Laknaula Stream per PHYSICAL CHARACTERISTICS Pond (SW1) (SW2) BIS: 2296 1. Colour ------2. pH ----- 7.1 7.4 6.5-8.5 3. Turbidity NTU 0.7 1.2 ----- 4. Electrical Conductivity ms/cm 1134 672 ----- 5. Total Dissolved Solids mg/l 679 402 1500 6. Dissolved Oxygen mg/l 3.8 4.9 4 (Min.) CHEMICAL CHARACTERISTICS 7. Total Hardness mg/l 228 188 1500 8. Calcium Hardness (as Ca) mg/l 141 117 200 9. Magnesium Hardness (as Mg) mg/l 87 71 100 10. Alkalinity mg/l 319 202 ----- 11. Sulphates mg/l 189 138 400 12. Chlorides mg/l 388 204 600 13. Nitrates as NO3 mg/l 8.8 4.7 20 14. Fluoride as F mg/l 0.59 0.45 1.5 15. Sodium as Na mg/l 33 24 ----- o 16. BOD (3 days @ 27 C) mg/l 12 1.8 3 (Max.) 17. COD mg/l 25 4.2 ----- 18. Residual chlorine mg/l <0.01 <0.01 ------19. Cyanides as CN mg/l <0.01 <0.01 0.05 20. Phenols as C6H5OH mg/l Absent Absent 0.005 21. Hexavalent chromium as Cr mg/l <0.01 <0.01 0.05 22. Iron as Fe mg/l 0.38 0.27 50 23. Copper as Cu mg/l <0.01 <0.01 1.5 24. Arsenic as As mg/l <0.01 <0.01 0.2 25. Selenium mg/l <0.01 <0.01 <0.01 26. Cadmium as cd mg/l <0.01 <0.01 <0.01 27. Boron as B mg/l <0.01 <0.01 <0.01 27 Mercury as Mg mg/l <0.001 <0.001 <0.01 28. Lead as Pb mg/l <0.01 <0.01 0.1 29. Silica as SiO2 mg/l 4.4 3.3 ---- 30. Mineral oil mg/l <0.01 <0.01 <0.01 31. Total coliforms (MPN/100 ml) 386 71 500

BDL – Below Detectable Level

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Interpretation of surface water samples The following are the analytical values of the surface water samples collected Parameter October, 2017 October, 2018 pH : 7.2 7.1 to 7.4 DO (in mg/l) : 3.4 3.8 to 4.9 TDS(in mg/l) : 713.8 402 to 679 Chlorides (in mg/l) : 92 204 to 388 Sulphates (in mg/l) : 18.1 138 to 189

All the parameters in the water samples collected are in conformity with BIS; 2296 except BOD which is exceeding the standard due to washing of cattle.

3.4.2 GROUND WATER QUALITY ASSESSMENT [Gen. TOR # 6 (vi)]

6 Nos. of ground water samples from open wells / bore wells have been collected during Oct-Dec 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. & further during revalidation 8 Nos. of ground water samples have been collected from nearby villages in October 2018 to assess ground water quality. The analysis of samples shows that all the parameters are in accordance with BIS: 10500 specifications.

The ground water samples have to be collected and analyzed for various parameters like pH, Suspended Solids, Total Dissolved Solids, Temperature, Total Hardness, Calcium Hardness, Magnesium hardness, Alkalinity, Fluoride, Chloride, Sulphates, Nitrates, Chemical Oxygen Demand (COD) and for various heavy metals and is to be compared with the standards to know the water quality. Selection of sampling locations was done on the basis of following factors:  Representation of project site.  Topography  Industrial Areas  Residential areas  Agricultural Activity

The Ground Water Sampling locations and their distances from the project site collected during October 2017 are shown in Table 3.4.4. The Ground Water characteristics are shown

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in table Nos. 3.4.5 for samples collected during October 2017 and Table Nos. 3.4.7 to 3.4.8 for samples collected during October 2018.

TABLE 3.4.4: GROUND WATER QUALITY SAMPLING STATIONS (Samples collected during October 2017 M/s. Perfact Enviro Solutions Pvt. Ltd.) Station No. Location Distance & Direction Environmental from Project area Significance W1 onsite Onsite (nearby) Core Zone W2 Sector-5 0.66 Km, SE W3 Baskushla 1.1 Km, West Existing Ground W4 Naharpur Kasan 1.85 Km, ENE water quality at W5 Bhangrola 2.14 Km, NNW Buffer zone W6 Lakhnaula 2.96 Km SE

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TABLE 3.4.5: GROUND WATER QUALITY ANALYSIS (Samples Collected in the month of October 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd.)) Sample Code Unit IS: 10500 W1 W2 (sector- W3 W4 W5 W6 Drinking Nearby Site 5 Baskushla Naharpur Bhangrola Lakhnaula Water (Bore-well) Manesar) (Bore-well) Kasan (Bore-well) (Bore-well) Standards (Bore-well) (Bore-well) Colour Hazen 5 <1 <1 <1 <1 <1 <1 Odour -- Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Turbidity NTU 1 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 pH Value 6.5-8.5 7.9 7.4 7.3 7.5 7.1 6.8 Temperature ºC - 23.8 23.2 22.8 23.1 23.4 23.1 Conductivity µmho/cm - 1027 465.7 3447 1874 1530 1091 Total Dissolved Solids mg/l 500 513.5 230.1 1690 934 787.5 546.8 Chloride (as Cl) mg/l 250 65.2 24 234 93 32.6 41 Fluoride (as F) mg/l 1 0.521 0.35 1.4 0.87 0.63 0.512 Total Hardness mg/l 200 144 136 400 352 200 232 Calcium (as Ca) mg/l 75 33.6 32 44.8 52.8 36.8 40 Magnesium (as Mg) mg/l 30 14.6 13.6 70 53.5 26.2 32.1 Iron (as Fe) mg/l 0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 Sulphate (as SO4) mg/l 200 32.6 14.8 209 72.8 81.6 44.1 Nitrate Nitrogen mg/l 45 18.6 4.9 169 33.9 50.7 29.6 Alkalinity mg/l 200 181 194 404 436 460 328 Sodium (as Na) mg/l - 29 9.32 160 49 87 27 Potassium (as K) mg/l - 3.4 2.39 2.24 2.1 1.87 1.96

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Showing Groundwater Sampling Locations

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4 6 1 3 2

8 7

Groundwater

Sampling Locations

Fig: 3.5

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TABLE 3.4.6: GROUND WATER QUALITY SAMPLING STATIONS (Samples Collected in the month of October 2018) S.No STATION DIRECTION DISTANCE (in Kms.) CRITERIA FOR SELECTION w.r.t. Site w.r.t. site 1. Near Project ------Borewell sample representing the Site Industrial Area & Project site 2. Sector-5 SE 0.7 Borewell sample representing Industrial Area & Project site 3. Baskushla West 1.1 Borewell sample representing the Residential Activity 4. Naharpur NEE 1.8 Borewell sample representing the Kasan Residential Activity 5. Bhangrola NNW 2.1 Borewell sample representing the Residential Activity 6. Lakhnaula NEE 3.0 Borewell sample representing the Residential Activity 7. Manesar SE 2.7 Borewell sample representing the Residential Activity 8. Kakrola NE 2.4 Borewell sample representing the Residential Activity

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TABLE 3.4.7: GROUND WATER QUALITY ANALYSIS (Samples Collected in the month of October 2018) GW2 Standard as per IS: GW1 Near to GW3 GW4 Naharpur (sector-5 S.NO. PARAMETER 10500 Desirable limit UNIT Site (Bore- Baskushla Kasan (Bore- Manesar) (Permissible limit) well) (Bore-well) well) (Bore-well) PHYSICAL CHARACTERISTICS 1 Colour 5 (25) Hazen < 5 < 5 < 5 < 5 2 Odour U/O --- U/O U/O U/O U/O 3 pH 6.5 – 8.5 7.7 7.2 7.8 7.6 4 Turbidity 5 (10) NTU 0.8 0.5 0.3 0.4 5 Total Suspended solids ------0.3 0.2 0.1 0.2 6 Electrical Conductivity Limit not specified s/cm 780 417 2287 1472 7 Total Dissolved Solids 500 (2000) mg/l 467 249 1369 881 CHEMICAL CHARACTERISTICS 7 Total Hardness 300 (600) mg/l 154 143 377 294 8 Calcium Hardness 200 (200 as Ca) mg/l 95 89 234 182 9 Magnesium Hardness 30 (100 as Mg) mg/l 59 54 143 112 10 Alkalinity 200 (600) mg/l 188 208 389 405 11 Sulphates 200 (400) mg/l 164 77 388 305 12 Chlorides 250 (1000) mg/l 233 135 776 444

13 Nitrates as NO3 45 (45) mg/l 16.8 5.3 16.9 28.2 14 Fluoride as F 1.0/1.5 mg/l 0.54 0.38 0.88 0.8 15 Sodium as Na Limit not specified mg/l 34 14 138 39 16 Residual chlorine 0.2 mg/l <0.01 <0.01 <0.01 <0.01 17 Cyanides as CN- 0.05 (0.05) mg/l <0.01 <0.01 <0.01 <0.01

18 Phenols as C6H5OH 0.001 (0.002) mg/l Absent Absent Absent Absent 19 Total chromium as Cr 0.05 (0.05) mg/l <0.01 <0.01 <0.01 <0.001 EIA report – Chapter 3 3.31

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20 Iron as Fe 0.3 (1.0) mg/l 0.18 0.17 0.12 0.15 21 Copper as Cu 0.05 (1.5) mg/l <0.01 <0.01 <0.01 <0.01 22 Arsenic as As 0.01 (0.01) mg/l <0.01 <0.01 <0.01 <0.01 23 Selenium as Se 0.01 (0.01) mg/l <0.01 <0.01 <0.01 <0.01 24 Cadmium as cd 0.01 (0.01) mg/l <0.01 <0.01 <0.01 <0.01 25 Boron as B 1.0 (5.0) mg/l <0.01 <0.01 <0.01 <0.01 26 Mercury as Hg 0.001 (0.001) mg/l <0.001 <0.001 <0.001 <0.001 27 Lead as Pb 0.05 (0.05) mg/l <0.01 <0.01 <0.01 <0.01

28 Silica as SiO2 --- mg/l 2.1 2.8 1.8 3 29 Manganese as Mn 0.1 (0.3) mg/l <0.01 <0.01 <0.01 <0.01 30 Anionic detergents as MBAS 0.2 (1.0) mg/l <0.01 <0.01 <0.01 <0.01 31 Total coliforms 10 (-) (MPN/100 ml) Absent Absent Absent Absent

BDL – Below Detectable Level, U/O - Unobjectionable

TABLE 3.4.8: GROUND WATER QUALITY ANALYSIS (Samples Collected in the month of October 2018) Standard as per IS: GW5 GW6 GW7 GW8 Kakrola S.NO. PARAMETER 10500 Desirable limit UNIT Bhangrola Lakhnaula Manesar (Bore-well) (Permissible limit) (Bore-well) (Bore-well) (Bore-well) PHYSICAL CHARACTERISTICS 1 Colour 5 (25) Hazen < 5 < 5 < 5 < 5 2 Odour U/O --- U/O U/O U/O U/O 3 pH 6.5 – 8.5 7.4 7.3 7 7.2 4 Turbidity 5 (10) NTU 0.5 0.4 0.7 1 5 Total Suspended solids ------0.2 0.2 0.3 0.4 6 Electrical Conductivity Limit not specified s/cm 1208 935 741 1018 7 Total Dissolved Solids 500 (2000) mg/l 724 560 444 609 EIA report – Chapter 3 3.32

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CHEMICAL CHARACTERISTICS 7 Total Hardness 300 (600) mg/l 255 277 211 233 8 Calcium Hardness 200 (200 as Ca) mg/l 158 172 131 144 9 Magnesium Hardness 30 (100 as Mg) mg/l 97 105 80 89 10 Alkalinity 200 (600) mg/l 449 303 188 189 11 Sulphates 200 (400) mg/l 248 192 149 207 12 Chlorides 250 (1000) mg/l 367 284 228 311

13 Nitrates as NO3 45 (45) mg/l 16.7 27.5 8.8 12.6 14 Fluoride as F 1.0/1.5 mg/l 0.72 0.55 0.78 0.67 15 Sodium as Na Limit not specified mg/l 46 35 61 37 16 Residual chlorine 0.2 mg/l <0.01 <0.01 <0.01 <0.01 17 Cyanides as CN- 0.05 (0.05) mg/l <0.01 <0.01 <0.01 <0.01

18 Phenols as C6H5OH 0.001 (0.002) mg/l Absent Absent Absent Absent 19 Total chromium as Cr 0.05 (0.05) mg/l <0.001 <0.001 <0.01 <0.01 20 Iron as Fe 0.3 (1.0) mg/l 0.12 0.15 0.19 0.14 21 Copper as Cu 0.05 (1.5) mg/l <0.01 <0.01 <0.01 <0.01 22 Arsenic as As 0.01 (0.01) mg/l <0.01 <0.01 <0.01 <0.01 23 Selenium as Se 0.01 (0.01) mg/l <0.01 <0.01 <0.01 <0.01 24 Cadmium as cd 0.01 (0.01) mg/l <0.01 <0.01 <0.01 <0.01 25 Boron as B 1.0 (5.0) mg/l <0.01 <0.01 <0.01 <0.01 26 Mercury as Hg 0.001 (0.001) mg/l <0.001 <0.001 <0.001 <0.001 27 Lead as Pb 0.05 (0.05) mg/l <0.01 <0.01 <0.01 <0.01

28 Silica as SiO2 --- mg/l 3.1 2.7 2 1.7 29 Manganese as Mn 0.1 (0.3) mg/l <0.01 <0.01 <0.01 <0.01 30 Anionic detergents as MBAS 0.2 (1.0) mg/l <0.01 <0.01 <0.01 <0.01 31 Total coliforms 10 (-) (MPN/100 ml) Absent Absent Absent Absent

BDL – Below Detectable Level, U/O - Unobjectionable

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INTERPRETATION OF GROUNDWATER ANALYSIS The following are the Analysis results collected during study period Parameters : October 2017 October 2018 M/s. Perfact Enviro Solutions Pvt. Ltd. pH : 6.8 to 7.9 7.0 to 7.8 TSS : --- 0.12 to 0.4 mg/l TDS : 230 to 1690 mg/l 249 to 1369 mg/l Total Hardness : 136 to 400 mg/l 143 to 377 mg/l Chlorides : 24 to 234 mg/l 77 to 388 mg/l Fluoride : 0.35 to 1.4 mg/l 0.38 to 0.88 mg/l Heavy metals (Iron -Fe) : <0.04 mg/l 0.12 to 0.19 mg/l Heavy metals are within the limits.

The Groundwater sample analysis carried out during October 2018 for physical, Chemical & Bacteriological parameters of all the samples collected are within the Potable water standards as per BIS-10500 standards.

3.5 LAND ENVIRONMENT

3.5.1 HYDROGEOLOGY & DRAINAGE PATTERN OF THE AREA [Gen. TOR # 4 (ix)]

GEOLOGY The Gurgaon district is occupied by Quaternary alluvium and Pre-Cambrian meta- sediments of Delhi Super Group. The alluvium comprises of thick beds of fine to coarse- grained sand with alternating layers of thin clays. Geological Age Stratigraphic Units Lithological characters Recent Wind-blown sand Medium to fine grained sand buff coloured over the alluvium Pleistocene Newer alluvium Stream laid sand , silt, clay and gravel Older alluvium Semi-consolidated, poorly sorted fine to medium grained sand, silt and caly occasionally mixed with kankar ------UNCONFORMITY------Delhi Ajabgarh Slates,Phyllites, Quartzites. Mica-schists, with intrusive pagmatites Alwar Quartzites,mica-schists with intrusive pagmatites ------Unconformity------Archeans Aravalli Mica-schists, crystalline limestone, Quartzites and schistose conglomerates

EIA report – Chapter 3 3.34

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

HYDROGEOLOGY Aquifer System The major part of Gurgaon district is underlain by Quaternary alluvium consisting of sand, clay and silt. The quartzite ridge trending NNE-SSW is located about 7 km east of town in which ground water occurs in fractures, joints and crevaces. Sandy layers at various depth form major water bearing horizons above the crystalline basement. Ground water in the Gurgaon block occurs in unconfined and semiconfined condition. The upper zone of saturation consists of fine sand with silt varying from place to place. In Udyog vihar and city area the depth of first aquifer varies from 34 to 43 mbgl. However in industrial area of Manesar top most aquifer can be encountered at 20m . The thickness of sandy layer is very limited. The drawdown are generally high indicating absence of highly potential ground water bearing aquifers. Tubewells in the depth range of 45 to 90 m bgl have been installed by different agencies in the block. The yield of these tubewells varies in different areas ranging within 129 to 606 lpm.

Depth to Water Table The pre-monsoon depth to water level in the district ranges from 3.30 mbgl to 79.70 m bgl. The water level is deep in the northeastern, central and southeastern parts of the area.

Pre-monsoon During the pre-monsoon the water levels of 40 key observation wells are monitored and the water level ranges between 3.30 to 79.70 mbgl. The deeper water level is observed at Dundahera, Gurgaon. . Water level is less than 10 m in small patches in northwestern and southeastern parts adjacent to Jhajjar between 10 and 20 m in northwestern and southeastern parts of the area. The water level ranges between 20 and 30 m in major parts viz. central southern and eastern parts of the area. Deeper water level has been observed in Gurgaon and northern parts of Sohana blocks which is due to Infrastructural development and industrialization in these areas.

Post monsoon During the post-monsoon, the water levels range between 3.05 to 77.55 m.bgl.

EIA report – Chapter 3 3.35

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

DRAINAGE PATTERN OF THE AREA [Gen. TOR # 4 (x)]

There is no perennial river in the area. Seasonal streams are only a few, smaller in size and are inland. The drainage of the area is typical of the arid and semi-arid areas. Because of topographic diversity, the streams do no flow in any uniform direction. The Sahibi Nadi, which rises in the Sewar hills of Jaipur (Rajasthan), also makes its presence in Gurgaon tahsil before losing itself in the topographic depression of Jhajjar tahsil (Jhajjar district) after flowing in northern direction through Rajasthan State and Rewari district. The nadi disappears in Gurgaon tahsil near Rewari-Pataudi road. Owing to its long passage, through arid and sandy areas, the stream flows with strength only during rainy season. However, the stream moves into the level areas of the Gurgaon district, its speed slackens and the load deposited raises the bed of stream and checks its flow. Consequently, the stream sometimes changes its course and wanders aimlessly. The Indori Nadi originates from Aravalli hills in Rajasthan near village Indauri flowing in northerly direction. After passing through many villages of the district it joins Sahibi Nadi near Pataudi. It is supplemented with so many tributaries coming from Aravalli hills. Apart from the above nadis, Badshahpur, Mehndwari, Kasan, Manesar and Landoha nallahs play havoc during heavy rains. To control these nadis/nallahs, 3 bunds are constructed at Indori nadi and its tributaries in Haryana State and 3 bunds in Rajasthan State and the waters channelised through drains. In normal times, Landoha nala is helpful in draining waters of Sohna valley into Khalilpur depression. Drainage map of 10 Km. radius is shown below.

3.5.2 MINERAL RESERVES There are no mineral reserves in the study area.

3.5.3 SEISMIC EFFECT The project site falls in zone-IV of Seismic Zone classification of India.

EIA report – Chapter 3 3.36

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

[Gen. TOR # 4 (x)] Fig. 3.6

EIA report – Chapter 3 3.37

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

3.5.4 LAND USE PATTERN [Gen. TOR # 4 (viii)]

The following is the land use pattern within 10 Km radius of the project site& kindly refer to below for LULC map and Satellite Imagery. TABLE 3.5.1: LAND USE / LAND COVER STATEMENT Sl. No. LANDUSE AREA (Sq. km) % 1. BUILT- UP LAND A. Settlements/Roads/Railway Station 19.782 6.3 B. Industrial area 21.666 6.9 2. WATERBODIES A. Tank 7.222 2.3 3. CROP LAND A. Single crop 199.076 63.4 B. Plantation 5.338 1.7 4. WASTELANDS A. Land with scrub 51.182 16.3 B. Land without scrub 5.966 1.9 5. OTHERS A. Bird Sanctuary 3.768 1.2 TOTAL 314 100

EIA report – Chapter 3 3.38

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

[Std. ToR # 5 (ii)] Fig. 3.7

EIA report – Chapter 3 3.39

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

[Std. ToR # 5 (ii)] Fig. 3.8

EIA report – Chapter 3 3.40

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

3.5.5 SOIL ENVIRONMENT [Gen.TOR # 6 (viii)]

6 Nos. of Soil samples have been collected during Oct- to Dec 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. & further during revalidation of Baseline data 8 Nos. of Soil samples have been collected from the nearby villages in October 2018 and for analyzed for various parameters like texture, infiltration rate, bulk density, pH, Ca, Mg, Na, K, Zn, Mn etc. The Soil samples are taken from depth of 15 -90 cm will be collected. The physio-chemical characteristics of soil were analyzed using standard methods.

The soil sampling locations and their distances from the plant were shown in Table 3.5.2. The Soil Quality sampling stations are shown in Fig. 3.6. The Soil characteristics of samples collected in October 2017 were shown in Table no.3.5.3 and the Soil characteristics of samples collected in October 2018 were shown in in Table no. 3.5.5.

TABLE 3.5.2: SOIL SAMPLING LOCATIONS (Samples Collected in the month of October 2017) Station Location Distance & Direction Project area / Environmental No. from Project area Study area Significance S1 Onsite Onsite Non-Vegetated Existing Soil quality at core zone S2 Sector-5 0.66 Km, SE Non-Vegetated S3 Baskushla 1.1 Km, East Non-Vegetated Existing Soil quality S4 Naharpur Kasan 1.85 Km, ENE Non-Vegetated at Buffer zone S5 Bangrola 2.14 Km, NNW Non-Vegetated S6 Lakhnaula 2.96 Km, East Non-Vegetated

EIA report – Chapter 3 3.41

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TABLE 3.5.3 : SOIL CHARACTERISTICS (Samples Collected in the month of October 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd.) S. No. Parameter S1 S2 S3 S4 S5 S6 Onsite Sec-5 Barkushla Naharpur Bangrola Lakhnaula Village Kasan village Physical Properties Colour 5/4 Reddish 3/4 Brown 3/4 Brown 3/4 Brown 4/6 Dark 3/4 Brown 1 Brown Brown Sand:7.1 Sand:7.3 Sand:6.4 Sand:14.4 Sand:12.0 Sand:15.6 2 Composition (%) Silt:66.6 Silt:62.9 Silt:71.6 Silt:63.6 Silt: 71.6 Silt: 67.6 Clay:26.2 Clay:29.5 Clay:21.8 Clay:21.8 Clay:16.2 Clay:16.6 3 Moisture Content (%) 0.7 1.1 1.5 1.4 1.0 1.2 4 Conductivity (µS/cm) 260.4 298.6 189.6 141.3 352.7 486.4 Chemical Properties 1 Texture Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam 2 pH 7.5 7.31 7.82 7.91 8.04 7.88 3 Available Nitrogen (mg/kg) 64.4 72.8 70 64.4 81.2 98 4 Available Phosphorous (mg/kg) 59.2 18.4 17.6 16.0 18.4 32.0 5 Available Potassium (mg/kg) 56.8 92.3 80.8 58.8 84.3 130.8 6 Calcium (mg/kg) 72.0 84.0 68.0 64.0 88.0 96.0 7 Magnesium (mg/kg) 44.0 48.0 40.0 36.0 52.0 52.0 8 Organic matter (%) 0.47 0.54 0.70 0.80 0.85 0.52 9 Nitrate Nitrogen (mg/kg) 48.9 23.5 43.6 38.3 56.9 69.0 10 Chloride (mg/kg) 70.0 78.8 52.5 43.8 87.5 96.3 11 Available Sulphur (mg/kg) 7.6 4.6 6.6 5.7 6.2 7.0 12 Sodium 75.2 83.2 80.3 75.5 71.8 178.9

EIA report – Chapter 3 3.42

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Showing Soil Sampling Locations

5

1 4 6 3 2

8 7

Soil Sampling

Locations

Fig: 3.9

EIA report – Chapter 3 3.43

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

TABLE 3.5.4: SOIL QUALITY SAMPLING STATIONS (Samples Collected in the month of October 2018) S.No STATION DIRECTION DISTANCE CRIT0ERIA FOR SELECTION (w.r.t. site) w.r.t. Site (in Kms.) S1 Onsite ------Representing project site & Industrial activity S2 Sector-5 SE 1.7 Representing Industrial activity S3 Baskushla W 1.1 Representing Agriculture activity S4 Naharpur Kasan NEE 1.8 Representing Agriculture activity S5 Bangrola NNW 2.1 Representing Agriculture activity S6 Lakhnaula NEE 3.0 Representing Residential area proximity to Water Body S7 Manesar SE 2.7 Representing Scrub land S8 Kasan NE 2.4 Representing Scrub land

TABLE 3.5.5 : SOIL CHARACTERISTICS (Samples Collected in the month of October 2018) Sampling Locations (Samples Collected in the month of October 2018) S.No Parameter Units S1 S2 S3 S4 S5 S6 S7 S8 1. Bulk Density g/cc 1.3 1.6 1.7 1.5 1.9 1.4 1.8 1.4 2. Infiltration rate Cm/sec 1.5 1.3 1.6 1.4 1.8 1.5 1.3 1.5 3. pH --- 7.4 7.2 7.7 8.0 7.7 7.9 7.8 8.0 4. Soil type --- Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam 5. Calcium mg/100 gm 698 819 698 655 872 944 775 630 6. Electrical Conductivity µS/cm 248.5 289.2 182.5 150.3 339.1 464.5 177.2 158.7 7. Available Nitrogen Kg/Ha 88.2 102.2 144.4 129.3 109.2 148.2 95.4 85.9 8. Available Phosphorous Kg/Ha 38.7 34.1 45.4 52.8 69.5 43.5 24.5 29.8 9. Available Potash Kg/Ha 168.1 186.2 211.6 198.8 176.5 155.9 222.6 208.9 10. Mn mg/100 gm BDL BDL BDL BDL BDL BDL BDL BDL 11. Zn mg/100 gm BDL BDL BDL BDL BDL BDL BDL BDL 12. Pb mg/100 gm BDL BDL BDL BDL BDL BDL BDL BDL

EIA report – Chapter 3 3.44

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TABLE 3.5.6: Soil Standard Classification S.No. Parameters Classification 1. pH <4.5 extremely acidic 4.51 - 5.0 very strong acidic 5.01 - 5.5 strongly acidic 5.51-6.0 moderately acidic 6.1 - 6.5 slightly acidic 6.51 - 7.3 Neutral 7.31-7.8 slightly alkaline 7.81-8.5 moderately alkaline 8.51 – 9.0 strongly alkaline >9.0 Very strongly alkaline 2. Nitrogen (Kg/ha) Up to 50 very less 51-100 less 110-150 good 151-300 better >300 sufficient 3. Phosphorus (Kg/ha) Up to 15 very less 15 – 30 less 31-50 medium 51-65 on average sufficient 66-80 sufficient >80 more than sufficient 4. Potassium (Kg/ha) 0 – 120 very less 120-180 less 180-240 medium 241-300 average 301-360 better >360 more than sufficient

Interpretation & Conclusion Samples collected from identified locations indicate pH value ranging from 7.2 to 8.0, which shows that the soil is alkaline in nature. Soil texture is mostly Silt Loamy in the study area. Total nitrogen ranges from 85.9 to 148.2 kg/ha, indicates that nitrogen is present less to Good quantity in the soil and Phosphorous is present in the range of 24.5 to 69.5 kg/ha which is Less to sufficient quantity. Potassium is found to be ranging from 155.9 to 222.6 Kg/ha which is less to Medium quantity. Hence, there is requirement to supplement N,P,K fertilizers to the farmers in the area, so that soil fertility and accordingly agriculture yield will increase.

EIA report – Chapter 3 3.45

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

3.6 BIOLOGICAL ENVIRONMENT [Gen.TOR # 6 (x)]

The proposed project site is located in Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana State. The total area of the industrial site is 0.405 Ha.(4050 SqM.) out of which 0.13 Ha. (1336 SqM) is allocated for greenbelt development.

The land acquired for the proposed project is primarily a Land with scrub converted for Industrial purpose. The proposed project site area is very small i.e. 0.405 Ha. It is a plain land. Vegetation, flora and fauna of the project site and its surroundings up to a radius of 10 Km were studied.

Flora and fauna studies were carried out in study area of 10 Km. radius during October to December 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. and subsequently survey conducted in the month of October 2018 during revalidation of EIA report. And the data collected earlier is found to be similar.

Further Biological Environment Study was conducted in the month of December 2018 during winter season by Dr. Dr. NITEESH KUMAR (FAE – EB) & his team to assess the list of terrestrial plant and animal species that occur in the core area and the buffer area up to 10 Km radius from proposed project site.

There are no Biosphere Reserves, Migratory Corridors of Tigers & Elephants present within the 10 Km buffer zone. However, Sultanpur National Park / Bird Sanctuary is situated at a distance of 8.9 Kms. from the project site (please refer below for Topographical map showing distance of Sanctuary). Details about National Park are furnished in Conservation plan. As per Conservation plan there are Schedule -1 fauna present within in the Sultanpur NP. Hence Conservation plan has been prepared and submitted to PCCF. Recommendations / comments of the Principal Chief Conservator of Forests (PCCF), Panchakula, Haryana. have been obtained and is enclosed as ANNEXURE # 6.

The list of Flora & Fauna present in 10 Km. Radius of the Project Site & list of Flora & Fauna are present in SULTANPUR National Park / Bird Sanctuary are shown in Conservation plan (enclosed as ANNEXURE - 5).

EIA report – Chapter 3 3.46

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Sultanpur Bird Sanctuary / National Park

8.9 Kms.

Fig. 3.10

EIA report – Chapter 3 3.47

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

3.6.6 INTERPRETATION OF BIOLOGICAL ENVIRONMENT STUDY  As per the study carried out, it is found that No Endemic, Rare, Endangered and Threatened (RET) species of flora were found in the study area.  As per the study carried out, there are no Biosphere Reserves, Migratory Corridors of Tigers & Elephants present within the 10 Km buffer zone. However, Sultanpur National Park / Bird Sanctuary is present within 10 km. radius. As per secondary sources there are Schedule -1 fauna present within Sultanpur NP. Hence Conservation plan has been prepared and submitted to PCCF. Recommendations / comments of the Principal Chief Conservator of Forests (PCCF), Panchakula, Haryana have been obtained and is enclosed as ANNEXURE # 6.

Prediction of impacts is based both on the direct & indirect; short-term as well as long- term; irreversible & irreversible impacts that are most likely to occur owing to the proposed industrial activity during establishment and operation. Following are ecological factors that are considered most significant as far as the impact on flora and fauna are concerned:

(a) Whether there shall be any reduction in species diversity (b) Whether there shall be any habitat loss or fragmentation (c) Whether there shall be any additional risk or threat to the rare or endangered or endemic or threatened (REET)species (d) Whether there shall be any impairment of ecological functions such as (i) disruption of food chains, (ii) decline in species population and or (iii) alterations in predator-prey relationships. S.No. Factor/Objective Remark (a) Whether there shall be any No reduction in species diversity Land use of the plant is Industrial and it is also observed that no Endemic, Rare, Endangered and Threatened (RET) species of flora were found in the entire study area listed by Botanical Survey of India and also None of the vertebrates other than Aves belong to either the Rare or endangered or the threatened (RET) category of the IUCN. However, there is Pavo cristatus (Mor), from schedule-I is commonly seen in the buffer zone near forest edges

EIA report – Chapter 3 3.48

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

and in SULTANPUR NATIONAL PARK / BIRD SANCTUARY is present at a distance of 8.9 Kms. from the project site. For that a Conservation plan has been prepared. A budget of Rs. 11 Lakhs will be allocated towards implementation of Conservation plan for Schedule -1 fauna as per the recommendations of PCCF, Panchakula, Haryana. (b) Whether there shall be any No habitat loss or fragmentation  Proposed project site and study area does not come under the any specific habitat for specific species.  Study area is not the part of any notified Elephant corridors for Wild animals. (c) Whether there shall be any No additional risk or threat to the  As per the study carried out, it is found that No rare or endangered or endemic or Endemic, Rare, Endangered and Threatened (RET) threatened (REET) species species of flora were found in the study area. (d) Whether there shall be any No impairment of ecological In the proposed project following environment functions such as (i) disruption of protection measures will be provided for duly food chains, (ii) decline in species complying with norms stipulated by MOEF&CC / population and or (iii) alterations SPCB: in predator-prey relationships.  All the laws, regulations and norms regarding use and handling of asbestos will be strictly followed.

 No manual handling or opening of fibre bag. Fibre bags will be mechanically lifted and kept in closed storage room. Whenever required, Fibre bags will be mechanically lifted from storage room and then will be transferred on conveyor belt to fully automatic opening bag opener machine.

 For fugitive emissions, hoods will be provided at necessary process locations and shall be channelized to Dust collector (bag filter). Dust collected in bag filter shall be reused in the process after treatment.

 Air emission generated from heat treatment

EIA report – Chapter 3 3.49

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

shall be channelized to Chemical scrubber.

 Automatic debagging and shredder machine will be installed to open asbestos bag automatically and shred the bags into small pieces to reuse.

 Net resultant Ground level concentrations during operation of the plant after superimposing the incremental concentrations over the maximum baseline concentrations are well within the National Ambient Air Quality Standards.

 Greenbelt will be developed in 0.13 Ha. of land which will further mitigate the emissions.

 All these environmental protection systems will be installed and operated to comply with the norms.

 A budget of Rs. 11 Lakhs will be allocated towards implementation of Conservation plan for Schedule -1 fauna as per the recommendations of PCCF, Panchakula, Haryana.

3.7 SOCIO ECONOMIC ENVIRONMENT [Gen. TOR # 6 (xi) & Spec.ToR # 3]

The socio-economic profile of the study area is presented based on site visits; discussions with the villagers and the secondary data available from various agencies such as Hand Books for Census 2011.

Social Impact Assessment of the study area has been carried out by Functional Area Expert and his team has prepared the Social Impact Assessment, which is furnished in Pg. No. 7.26 of Chapter # 7 of EIA report.

The key demographics of the study area based on CENSUS 2011 data comprising of villages/towns are shown below.

EIA report – Chapter 3 3.50

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.1: POPULATION BREAK UP AS PER CENSUS 2011 Schedule Scheduled Scheduled Scheduled Scheduled S.No. Village Name (Rural) Total No. of Total Total Total Caste caste caste Schedule Tribe Tribe Tribe House Holds Population males females Population males Females Population males Females 1 Babra Bakipur 369 1786 928 858 258 130 128 0 0 0 2 Badha 368 2200 1181 1019 736 402 334 0 0 0 3 Baghanki 636 3356 1758 1598 616 307 309 0 0 0 4 Bar Gujar 206 1535 805 730 52 26 26 0 0 0 5 Basharia 333 1555 843 712 232 125 107 0 0 0 6 Baskushla 752 3215 1885 1330 554 299 255 0 0 0 7 Baslambi 493 2685 1431 1254 346 185 161 0 0 0 8 Bhang Rola 861 4377 2328 2049 731 393 338 0 0 0 9 Binola 201 834 469 365 40 22 18 0 0 0 10 Chandla Dungerwas 392 1997 1017 980 335 171 164 0 0 0 11 Darbaripur 231 1438 744 694 17 9 8 0 0 0 12 Dhana 247 1360 699 661 284 143 141 0 0 0 13 Dhanawas 243 1283 653 630 195 97 98 0 0 0 14 Dhorka 283 1360 724 636 287 152 135 0 0 0 15 Fakharpur 295 1688 895 793 243 130 113 0 0 0 16 Fazalpur Badli 472 2310 1229 1081 263 144 119 0 0 0 17 Fazalwas 349 1866 973 893 322 162 160 0 0 0 18 Gairatpurbas 352 2044 1046 998 662 356 306 0 0 0 19 Ghausgarh 677 3413 1749 1664 885 448 437 0 0 0 20 Gopalpur (Part) 32 170 86 84 0 0 0 0 0 0 21 Gwaliar 240 1259 657 602 245 114 131 0 0 0 22 Hamirpur 31 195 97 98 19 11 8 0 0 0 23 Harsaru(Part) 598 3140 1724 1416 604 308 296 0 0 0 24 Hassanpur 230 1387 714 673 284 148 136 0 0 0 25 Hayatpur 652 3372 1783 1589 498 247 251 0 0 0 26 Jamalpur 641 3352 1754 1598 425 215 210 0 0 0 27 Kumbhawas 211 996 528 468 192 109 83 0 0 0

EIA report – Chapter 3 3.51

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Schedule Scheduled Scheduled Scheduled Scheduled S.No. Village Name (Rural) Total No. of Total Total Total Caste caste caste Schedule Tribe Tribe Tribe House Holds Population males females Population males Females Population males Females 28 Jarola 500 2641 1399 1242 453 242 211 0 0 0 29 Jhund Sarai Abad 296 1466 779 687 250 129 121 0 0 0 30 Jhund Sarai Viran 97 504 261 243 262 141 121 0 0 0 31 Kankrola 792 4074 2253 1821 478 246 232 0 0 0 32 Kasan 1723 8628 4575 4053 1413 729 684 0 0 0 33 Kharkhari 341 1907 985 922 507 260 247 0 0 0 34 Khawaspur 470 2367 1267 1100 285 156 129 0 0 0 35 Kherki 316 1648 877 771 229 127 102 0 0 0 36 Khetawas 209 1099 570 529 225 104 121 0 0 0 37 Khoh 1473 5041 3154 1887 574 370 204 0 0 0 38 Kukrola 315 1819 932 887 332 175 157 0 0 0 39 Lakhnola 716 3760 1973 1787 887 448 439 0 0 0 40 Manesar 19500 93158 51159 41999 15104 7959 7145 0 0 0 41 Meoka 77 467 256 211 393 199 194 0 0 0 42 Mokalwas 554 3233 1662 1571 703 360 343 0 0 0 43 Naharpur Kasan 3406 9994 6948 3046 1076 637 439 0 0 0 44 Nainwal 179 987 522 465 112 61 51 0 0 0 45 Navrangpur 499 2504 1307 1197 1005 515 490 0 0 0 46 Nawada Fatehpur 873 3775 2078 1697 539 284 255 0 0 0 47 Palra 511 2786 1447 1339 664 359 305 0 0 0 48 Patli Hajipur 783 4070 2117 1953 1161 609 552 0 0 0 49 Sadhrana 552 3083 1627 1456 680 365 315 0 0 0 50 Sakatpur 295 1657 880 777 392 209 183 0 0 0 51 Sanpka 343 1841 946 895 363 193 170 0 0 0 52 Sayyad Mohamadpur 425 2205 1175 1030 194 98 96 0 0 0 53 Sehrawan 194 933 500 433 74 38 36 0 0 0 54 Shikohpur 1205 6293 3282 3011 812 432 380 0 0 0 55 Sikandarpur Badha 422 2299 1189 1110 475 233 242 0 0 0 56 Tajnagar 515 2695 1431 1264 494 268 226 0 0 0 57 Tatarpur 254 1479 802 677 272 151 121 0 0 0

EIA report – Chapter 3 3.52

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Schedule Scheduled Scheduled Scheduled Scheduled S.No. Village Name (Rural) Total No. of Total Total Total Caste caste caste Schedule Tribe Tribe Tribe House Holds Population males females Population males Females Population males Females 58 Wazirpur 446 2388 1271 1117 938 489 449 0 0 0

Schedule Scheduled Scheduled Scheduled Scheduled S.No. Village Name (Urban) Total No. of Total Total Total Caste caste caste Schedule Tribe Tribe Tribe House Holds Population males females Population males Females Population males Females 1 Garhi Harsaru (CT) 1539 7894 4216 3678 1854 967 887 0 0 0 2 Manesar 5074 23448 14381 9067 1774 980 794 0 0 0

EIA report – Chapter 3 3.53

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.2: LITERACY LEVELS OF THE POPULATION UP AS PER CENSUS 2011 Total population Total population S.No. Village Name (Rural) Male literates Female literates Male illiterates Female illiterates Literates illiterates 1 Babra Bakipur 1238 702 536 548 226 322 2 Badha 1448 879 569 752 302 450 3 Baghanki 2309 1352 957 1047 406 641 4 Bar Gujar 883 540 343 652 265 387 5 Basharia 1091 653 438 464 190 274 6 Baskushla 2025 1333 692 1190 552 638 7 Baslambi 1993 1162 831 692 269 423 8 Bhang Rola 3002 1763 1239 1375 565 810 9 Binola 594 373 221 240 96 144 10 Chandla Dungerwas 1426 829 597 571 188 383 11 Darbaripur 1019 594 425 419 150 269 12 Dhana 920 510 410 440 189 251 13 Dhanawas 930 521 409 353 132 221 14 Dhorka 996 586 410 364 138 226 15 Fakharpur 1195 703 492 493 192 301 16 Fazalpur Badli 1601 934 667 709 295 414 17 Fazalwas 1354 769 585 512 204 308 18 Gairatpurbas 1157 687 470 887 359 528 19 Ghausgarh 2332 1344 988 1081 405 676 20 Gopalpur (Part) 142 71 71 28 15 13 21 Gwaliar 901 512 389 358 145 213 22 Hamirpur 157 78 79 38 19 19 23 Harsaru(Part) 2295 1354 941 845 370 475 24 Hassanpur 934 551 383 453 163 290 25 Hayatpur 2419 1378 1041 953 405 548 26 Jamalpur 2258 1304 954 1094 450 644 27 Kumbhawas 640 389 251 356 139 217 28 Jarola 1822 1071 751 819 328 491 29 Jhund Sarai Abad 1035 614 421 431 165 266 30 Jhund Sarai Viran 320 176 144 184 85 99

EIA report – Chapter 3 3.54

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Total population Total population S.No. Village Name (Rural) Male literates Female literates Male illiterates Female illiterates Literates illiterates 31 Kankrola 2916 1758 1158 1158 495 663 32 Kasan 5790 3351 2439 2838 1224 1614 33 Kharkhari 1357 774 583 550 211 339 34 Khawaspur 1693 991 702 674 276 398 35 Kherki 1155 710 445 493 167 326 36 Khetawas 823 466 357 276 104 172 37 Khoh 3716 2604 1112 1325 550 775 38 Kukrola 1347 749 598 472 183 289 39 Lakhnola 2761 1583 1178 999 390 609 40 Manesar 65509 40145 25364 27649 11014 16635 41 Meoka 319 183 136 148 73 75 42 Mokalwas 2339 1325 1014 894 337 557 43 Naharpur Kasan 7637 5830 1807 2357 1118 1239 44 Nainwal 684 413 271 303 109 194 45 Navrangpur 1610 958 652 894 349 545 46 Nawada Fatehpur 2684 1622 1062 1091 456 635 47 Palra 1987 1129 858 799 318 481 48 Patli Hajipur 2841 1637 1204 1229 480 749 49 Sadhrana 2164 1255 909 919 372 547 50 Sakatpur 949 603 346 708 277 431 51 Sanpka 1309 736 573 532 210 322 52 Sayyad Mohamadpur 1545 897 648 660 278 382 53 Sehrawan 676 399 277 257 101 156 54 Shikohpur 4423 2517 1906 1870 765 1105 55 Sikandarpur Badha 1537 881 656 762 308 454 56 Tajnagar 1900 1108 792 795 323 472 57 Tatarpur 1100 641 459 379 161 218 58 Wazirpur 1706 997 709 682 274 408

EIA report – Chapter 3 3.55

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Total population Total population S.No. Village Name (Urban) Male literates Female literates Male illiterates Female illiterates Literates illiterates 1 Garhi Harsaru (CT) 5813 3381 2432 2081 835 1246 2 Manesar 18105 11959 6146 5343 2422 2921

EIA report – Chapter 3 3.56

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.3: WORKERS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL) TOTAL TOTAL TOTAL MAIN MAIN MAIN MARGINAL MARGINAL MARGINAL S.No. Village Name (Rural) WORK_P WORK_M WORK_F WORK_P WORK_M WORK_F WORK_P WORK_M WORK_F 1 Babra Bakipur 843 458 385 532 403 129 311 55 256 2 Badha 788 530 258 451 425 26 337 105 232 3 Baghanki 876 786 90 519 498 21 357 288 69 4 Bar Gujar 695 412 283 461 359 102 234 53 181 5 Basharia 399 379 20 308 296 12 91 83 8 6 Baskushla 1194 1070 124 1140 1021 119 54 49 5 7 Baslambi 1500 772 728 700 592 108 800 180 620 8 Bhang Rola 1210 1111 99 1136 1058 78 74 53 21 9 Binola 352 274 78 308 270 38 44 4 40 10 Chandla Dungerwas 705 510 195 592 458 134 113 52 61 11 Darbaripur 426 335 91 373 315 58 53 20 33 12 Dhana 362 347 15 352 337 15 10 10 0 13 Dhanawas 387 335 52 371 329 42 16 6 10 14 Dhorka 379 362 17 379 362 17 0 0 0 15 Fakharpur 444 421 23 427 407 20 17 14 3 16 Fazalpur Badli 608 543 65 562 511 51 46 32 14 17 Fazalwas 448 422 26 423 401 22 25 21 4 18 Gairatpurbas 727 482 245 542 376 166 185 106 79 19 Ghausgarh 1569 873 696 793 693 100 776 180 596 20 Gopalpur (Part) 46 42 4 46 42 4 0 0 0 21 Gwaliar 395 331 64 255 242 13 140 89 51 22 Hamirpur 56 53 3 52 50 2 4 3 1 23 Harsaru(Part) 976 870 106 893 817 76 83 53 30 24 Hassanpur 333 312 21 323 303 20 10 9 1 25 Hayatpur 1029 867 162 1004 851 153 25 16 9 26 Jamalpur 1340 855 485 974 680 294 366 175 191 27 Kumbhawas 429 243 186 404 223 181 25 20 5 28 Jarola 850 681 169 733 601 132 117 80 37 29 Jhund Sarai Abad 483 337 146 422 317 105 61 20 41 30 Jhund Sarai Viran 226 130 96 204 122 82 22 8 14 EIA report – Chapter 3 3.57

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

TOTAL TOTAL TOTAL MAIN MAIN MAIN MARGINAL MARGINAL MARGINAL S.No. Village Name (Rural) WORK_P WORK_M WORK_F WORK_P WORK_M WORK_F WORK_P WORK_M WORK_F 31 Kankrola 1638 1275 363 1511 1203 308 127 72 55 32 Kasan 2712 2210 502 2180 1968 212 532 242 290 33 Kharkhari 611 479 132 544 457 87 67 22 45 34 Khawaspur 814 607 207 643 538 105 171 69 102 35 Kherki 520 456 64 470 437 33 50 19 31 36 Khetawas 299 231 68 227 188 39 72 43 29 37 Khoh 2303 2113 190 1850 1718 132 453 395 58 38 Kukrola 466 430 36 440 406 34 26 24 2 39 Lakhnola 1029 932 97 989 894 95 40 38 2 40 Manesar 33781 27131 6650 28418 23953 4465 5363 3178 2185 41 Meoka 141 141 0 62 62 0 79 79 0 42 Mokalwas 809 773 36 778 747 31 31 26 5 43 Naharpur Kasan 5932 5461 471 5170 4786 384 762 675 87 44 Nainwal 372 260 112 157 134 23 215 126 89 45 Navrangpur 651 593 58 553 506 47 98 87 11 46 Nawada Fatehpur 1375 1113 262 1342 1089 253 33 24 9 47 Palra 861 674 187 794 646 148 67 28 39 48 Patli Hajipur 1815 1108 707 1036 821 215 779 287 492 49 Sadhrana 1277 832 445 1157 772 385 120 60 60 50 Sakatpur 367 352 15 351 337 14 16 15 1 51 Sanpka 555 450 105 491 438 53 64 12 52 52 Sayyad Mohamadpur 1051 595 456 615 405 210 436 190 246 53 Sehrawan 389 233 156 346 196 150 43 37 6 54 Shikohpur 1799 1519 280 1671 1455 216 128 64 64 55 Sikandarpur Badha 732 574 158 485 424 61 247 150 97 56 Tajnagar 1061 712 349 871 650 221 190 62 128 57 Tatarpur 357 345 12 344 333 11 13 12 1 58 Wazirpur 712 620 92 693 610 83 19 10 9

EIA report – Chapter 3 3.58

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

TOTAL TOTAL TOTAL MAIN MAIN MAIN MARGINAL MARGINAL MARGINAL S.No. Village Name (Urban) WORK_P WORK_M WORK_F WORK_P WORK_M WORK_F WORK_P WORK_M WORK_F 1 Garhi Harsaru (CT) 2365 2068 297 2019 1828 191 346 240 106 2 Manesar 9920 9316 604 9563 9070 493 357 246 111

EIA report – Chapter 3 3.59

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.4 : CULTIVATORS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL) S.No. Village Name (Rural) MAIN_CL_P MAIN_CL_M MAIN_CL_F MARG_CL_P MARG_CL_M MARG_CL_F 1 Babra Bakipur 248 196 52 141 8 133 2 Badha 192 187 5 199 15 184 3 Baghanki 263 259 4 206 154 52 4 Bar Gujar 284 197 87 210 43 167 5 Basharia 62 58 4 14 14 0 6 Baskushla 76 48 28 10 7 3 7 Baslambi 361 293 68 580 94 486 8 Bhang Rola 228 213 15 13 11 2 9 Binola 102 99 3 3 2 1 10 Chandla Dungerwas 369 259 110 71 16 55 11 Darbaripur 157 156 1 4 4 0 12 Dhana 70 70 0 0 0 0 13 Dhanawas 118 96 22 3 2 1 14 Dhorka 90 86 4 0 0 0 15 Fakharpur 186 177 9 0 0 0 16 Fazalpur Badli 359 331 28 4 3 1 17 Fazalwas 92 89 3 0 0 0 18 Gairatpurbas 293 173 120 5 5 0 19 Ghausgarh 327 306 21 17 9 8 20 Gopalpur (Part) 20 18 2 0 0 0 21 Gwaliar 68 64 4 65 21 44 22 Hamirpur 35 34 1 3 3 0 23 Harsaru(Part) 70 61 9 2 2 0 24 Hassanpur 83 79 4 3 3 0 25 Hayatpur 195 186 9 9 5 4 26 Jamalpur 188 136 52 77 57 20 27 Kumbhawas 176 136 40 2 2 0 EIA report – Chapter 3 3.60

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) MAIN_CL_P MAIN_CL_M MAIN_CL_F MARG_CL_P MARG_CL_M MARG_CL_F 28 Jarola 300 206 94 14 8 6 29 Jhund Sarai Abad 55 41 14 4 2 2 30 Jhund Sarai Viran 2 2 0 2 0 2 31 Kankrola 421 257 164 15 10 5 32 Kasan 354 305 49 335 94 241 33 Kharkhari 211 146 65 49 8 41 34 Khawaspur 272 248 24 79 13 66 35 Kherki 222 219 3 8 6 2 36 Khetawas 138 106 32 18 14 4 37 Khoh 48 42 6 24 18 6 38 Kukrola 173 162 11 3 3 0 39 Lakhnola 198 182 16 25 25 0 40 Manesar 7291 5913 1378 1918 697 1221 41 Meoka 7 7 0 10 10 0 42 Mokalwas 366 352 14 8 7 1 43 Naharpur Kasan 144 114 30 18 8 10 44 Nainwal 26 20 6 156 83 73 45 Navrangpur 29 26 3 8 6 2 46 Nawada Fatehpur 193 167 26 9 7 2 47 Palra 258 226 32 5 2 3 48 Patli Hajipur 380 311 69 203 22 181 49 Sadhrana 142 129 13 1 1 0 50 Sakatpur 170 167 3 3 3 0 51 Sanpka 242 206 36 47 2 45 52 Sayyad Mohamadpur 294 173 121 230 105 125 53 Sehrawan 97 84 13 0 0 0 54 Shikohpur 605 549 56 63 14 49 55 Sikandarpur Badha 259 227 32 73 19 54

EIA report – Chapter 3 3.61

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) MAIN_CL_P MAIN_CL_M MAIN_CL_F MARG_CL_P MARG_CL_M MARG_CL_F 56 Tajnagar 425 290 135 17 7 10 57 Tatarpur 189 185 4 0 0 0 58 Wazirpur 99 93 6 0 0 0

S.No. Village Name (Urban) MAIN_CL_P MAIN_CL_M MAIN_CL_F MARG_CL_P MARG_CL_M MARG_CL_F 1 Garhi Harsaru (CT) 106 100 6 7 3 4 2 Manesar 121 116 5 11 9 2

NOTE: MAIN CL P MAIN CULTIVATORS POPULATION MAIN CL M MAIN CULTIVATORS MALE MAIN CL F MAIN CULTIVATORS FEMALE MARG CL P MARGINAL CULTIVATORS POPULATION MARG CL M MARGINAL CULTIVATORS MALE MARG CL F MARGINAL CULTIVATORS FEMALE

EIA report – Chapter 3 3.62

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.5: AGRICULTURAL LABOURS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL) S.No. Village Name (Rural) MAIN_AL_P MAIN_AL_M MAIN_AL_F MARG_AL_P MARG_AL_M MARG_AL_F 1 Babra Bakipur 115 75 40 95 25 70 2 Badha 19 17 2 39 19 20 3 Baghanki 4 3 1 29 26 3 4 Bar Gujar 16 8 8 7 2 5 5 Basharia 6 6 0 5 4 1 6 Baskushla 33 31 2 1 0 1 7 Baslambi 17 9 8 164 50 114 8 Bhang Rola 70 62 8 16 12 4 9 Binola 15 12 3 2 2 0 10 Chandla Dungerwas 15 11 4 7 7 0 11 Darbaripur 5 5 0 0 0 0 12 Dhana 40 39 1 1 1 0 13 Dhanawas 8 6 2 2 0 2 14 Dhorka 58 57 1 0 0 0 15 Fakharpur 7 7 0 11 11 0 16 Fazalpur Badli 60 53 7 19 12 7 17 Fazalwas 37 34 3 4 3 1 18 Gairatpurbas 12 9 3 20 15 5 19 Ghausgarh 16 14 2 15 10 5 20 Gopalpur (Part) 0 0 0 0 0 0 21 Gwaliar 2 2 0 9 8 1 22 Hamirpur 4 3 1 0 0 0 23 Harsaru(Part) 20 15 5 7 1 6 24 Hassanpur 8 8 0 0 0 0 25 Hayatpur 42 33 9 2 0 2 26 Jamalpur 190 46 144 42 24 18 27 Kumbhawas 35 30 5 16 15 1 EIA report – Chapter 3 3.63

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) MAIN_AL_P MAIN_AL_M MAIN_AL_F MARG_AL_P MARG_AL_M MARG_AL_F 28 Jarola 21 16 5 15 10 5 29 Jhund Sarai Abad 120 75 45 10 3 7 30 Jhund Sarai Viran 101 43 58 14 3 11 31 Kankrola 20 12 8 67 27 40 32 Kasan 125 109 16 34 28 6 33 Kharkhari 28 23 5 0 0 0 34 Khawaspur 18 17 1 54 41 13 35 Kherki 10 10 0 9 6 3 36 Khetawas 3 2 1 17 9 8 37 Khoh 21 20 1 6 5 1 38 Kukrola 4 4 0 7 6 1 39 Lakhnola 30 25 5 1 1 0 40 Manesar 1050 864 186 801 528 273 41 Meoka 9 9 0 40 40 0 42 Mokalwas 24 22 2 4 1 3 43 Naharpur Kasan 40 29 11 12 10 2 44 Nainwal 3 2 1 11 6 5 45 Navrangpur 120 112 8 9 9 0 46 Nawada Fatehpur 94 86 8 6 3 3 47 Palra 77 77 0 8 7 1 48 Patli Hajipur 103 85 18 240 91 149 49 Sadhrana 515 265 250 101 42 59 50 Sakatpur 48 44 4 2 1 1 51 Sanpka 31 29 2 4 2 2 52 Sayyad Mohamadpur 75 59 16 119 45 74 53 Sehrawan 4 3 1 9 5 4 54 Shikohpur 22 19 3 13 10 3 55 Sikandarpur Badha 34 33 1 76 63 13

EIA report – Chapter 3 3.64

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) MAIN_AL_P MAIN_AL_M MAIN_AL_F MARG_AL_P MARG_AL_M MARG_AL_F 56 Tajnagar 46 43 3 122 47 75 57 Tatarpur 18 16 2 8 8 0 58 Wazirpur 207 173 34 6 2 4

S.No. Village Name (Urban) MAIN_AL_P MAIN_AL_M MAIN_AL_F MARG_AL_P MARG_AL_M MARG_AL_F 1 Garhi Harsaru (CT) 64 53 11 168 126 42 2 Manesar 88 86 2 20 14 6

NOTE: MAIN AL P MAIN AGRICULTURAL LABOR POPULATION MAIN AL M MAIN AGRICULTURAL LABOR MALE MAIN AL F MAIN AGRICULTURAL LABOR FEMALE MARG AL P MARGINAL AGRICULTURAL LABOR POPULATION MARG AL M MARGINAL AGRICULTURAL LABOR MALE MARG AL F MARGINAL AGRICULTURAL LABOR FEMALE

EIA report – Chapter 3 3.65

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.6: HOUSEHOLD INDUSTRY WORKERS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL)

S.No. Village Name (Rural) MAIN_HH_P MAIN_HH_M MAIN_HH_F MARG_HH_P MARG_HH_M MARG_HH_F 1 Babra Bakipur 5 5 0 1 0 1 2 Badha 6 4 2 4 3 1 3 Baghanki 7 7 0 23 18 5 4 Bar Gujar 24 23 1 9 5 4 5 Basharia 10 10 0 0 0 0 6 Baskushla 78 69 9 0 0 0 7 Baslambi 5 5 0 3 3 0 8 Bhang Rola 73 62 11 8 7 1 9 Binola 4 4 0 21 0 21 10 Chandla Dungerwas 6 5 1 0 0 0 11 Darbaripur 1 1 0 0 0 0 12 Dhana 10 10 0 0 0 0 13 Dhanawas 5 4 1 0 0 0 14 Dhorka 0 0 0 0 0 0 15 Fakharpur 7 7 0 1 0 1 16 Fazalpur Badli 10 7 3 2 1 1 17 Fazalwas 11 11 0 11 8 3 18 Gairatpurbas 3 2 1 1 0 1 19 Ghausgarh 51 38 13 160 17 143 20 Gopalpur (Part) 0 0 0 0 0 0 21 Gwaliar 8 8 0 5 5 0 22 Hamirpur 0 0 0 0 0 0 23 Harsaru(Part) 7 3 4 2 0 2 24 Hassanpur 0 0 0 0 0 0 25 Hayatpur 5 5 0 0 0 0

EIA report – Chapter 3 3.66

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) MAIN_HH_P MAIN_HH_M MAIN_HH_F MARG_HH_P MARG_HH_M MARG_HH_F 26 Jamalpur 121 65 56 43 3 40 27 Kumbhawas 6 5 1 0 0 0 28 Jarola 17 13 4 10 5 5 29 Jhund Sarai Abad 5 3 2 0 0 0 30 Jhund Sarai Viran 1 1 0 0 0 0 31 Kankrola 69 57 12 8 5 3 32 Kasan 84 64 20 11 7 4 33 Kharkhari 30 29 1 7 6 1 34 Khawaspur 34 17 17 5 1 4 35 Kherki 1 1 0 2 0 2 36 Khetawas 1 1 0 0 0 0 37 Khoh 56 51 5 8 7 1 38 Kukrola 0 0 0 1 1 0 39 Lakhnola 55 52 3 1 1 0 40 Manesar 740 500 240 260 73 187 41 Meoka 0 0 0 0 0 0 42 Mokalwas 2 2 0 0 0 0 43 Naharpur Kasan 39 30 9 8 3 5 44 Nainwal 6 6 0 6 5 1 45 Navrangpur 21 20 1 2 2 0 46 Nawada Fatehpur 129 39 90 3 1 2 47 Palra 20 11 9 2 0 2 48 Patli Hajipur 5 5 0 9 3 6 49 Sadhrana 67 16 51 1 0 1 50 Sakatpur 1 1 0 0 0 0 51 Sanpka 4 3 1 0 0 0 52 Sayyad Mohamadpur 21 5 16 12 5 7 53 Sehrawan 0 0 0 0 0 0

EIA report – Chapter 3 3.67

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) MAIN_HH_P MAIN_HH_M MAIN_HH_F MARG_HH_P MARG_HH_M MARG_HH_F 54 Shikohpur 91 53 38 0 0 0 55 Sikandarpur Badha 3 3 0 4 2 2 56 Tajnagar 68 18 50 44 2 42 57 Tatarpur 1 1 0 0 0 0 58 Wazirpur 21 19 2 0 0 0

S.No. Village Name (Urban) MAIN_HH_P MAIN_HH_M MAIN_HH_F MARG_HH_P MARG_HH_M MARG_HH_F 1 Garhi Harsaru (46) (CT) 101 87 14 34 18 16 2 Manesar 161 147 14 9 5 4

NOTE: MAIN HH P MAIN HOUSE HOLDERS POPULATION MAIN HH M MAIN HOUSE HOLDERS MALE MAIN HH F MAIN HOUSE HOLDERS FEMALE MARG HH P MARGINAL HOUSE HOLDERS POPULATION MARG HH M MARGINAL HOUSE HOLDERS MALE MARG HH F MARGINAL HOUSE HOLDERS FEMALE

EIA report – Chapter 3 3.68

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.7: OTHER WORKERS CLASSIFICATION AS PER CENSUS 2011 (MAIN & MARGINAL) S.No. Village Name (Rural) MAIN_OT_P MAIN_OT_M MAIN_OT_F MARG_OT_P MARG_OT_M MARG_OT_F 1 Babra Bakipur 164 127 37 74 22 52 2 Badha 234 217 17 95 68 27 3 Baghanki 245 229 16 99 90 9 4 Bar Gujar 137 131 6 8 3 5 5 Basharia 230 222 8 72 65 7 6 Baskushla 953 873 80 43 42 1 7 Baslambi 317 285 32 53 33 20 8 Bhang Rola 765 721 44 37 23 14 9 Binola 187 155 32 18 0 18 10 Chandla Dungerwas 202 183 19 35 29 6 11 Darbaripur 210 153 57 49 16 33 12 Dhana 232 218 14 9 9 0 13 Dhanawas 240 223 17 11 4 7 14 Dhorka 231 219 12 0 0 0 15 Fakharpur 227 216 11 5 3 2 16 Fazalpur Badli 133 120 13 21 16 5 17 Fazalwas 283 267 16 10 10 0 18 Gairatpurbas 234 192 42 159 86 73 19 Ghausgarh 399 335 64 584 144 440 20 Gopalpur (Part) 26 24 2 0 0 0 21 Gwaliar 177 168 9 61 55 6 22 Hamirpur 13 13 0 1 0 1 23 Harsaru(Part) 796 738 58 72 50 22 24 Hassanpur 232 216 16 7 6 1 25 Hayatpur 762 627 135 14 11 3 26 Jamalpur 475 433 42 204 91 113 27 Kumbhawas 187 52 135 7 3 4 28 Jarola 395 366 29 78 57 21 29 Jhund Sarai Abad 242 198 44 47 15 32 30 Jhund Sarai Viran 100 76 24 6 5 1 31 Kankrola 1001 877 124 37 30 7 EIA report – Chapter 3 3.69

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) MAIN_OT_P MAIN_OT_M MAIN_OT_F MARG_OT_P MARG_OT_M MARG_OT_F 32 Kasan 1617 1490 127 152 113 39 33 Kharkhari 275 259 16 11 8 3 34 Khawaspur 319 256 63 33 14 19 35 Kherki 237 207 30 31 7 24 36 Khetawas 85 79 6 37 20 17 37 Khoh 1725 1605 120 415 365 50 38 Kukrola 263 240 23 15 14 1 39 Lakhnola 706 635 71 13 11 2 40 Manesar 19337 16676 2661 2384 1880 504 41 Meoka 46 46 0 29 29 0 42 Mokalwas 386 371 15 19 18 1 43 Naharpur Kasan 4947 4613 334 724 654 70 44 Nainwal 122 106 16 42 32 10 45 Navrangpur 383 348 35 79 70 9 46 Nawada Fatehpur 926 797 129 15 13 2 47 Palra 439 332 107 52 19 33 48 Patli Hajipur 548 420 128 327 171 156 49 Sadhrana 433 362 71 17 17 0 50 Sakatpur 132 125 7 11 11 0 51 Sanpka 214 200 14 13 8 5 52 Sayyad Mohamadpur 225 168 57 75 35 40 53 Sehrawan 245 109 136 34 32 2 54 Shikohpur 953 834 119 52 40 12 55 Sikandarpur Badha 189 161 28 94 66 28 56 Tajnagar 332 299 33 7 6 1 57 Tatarpur 136 131 5 5 4 1 58 Wazirpur 366 325 41 13 8 5

EIA report – Chapter 3 3.70

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Urban) MAIN_OT_P MAIN_OT_M MAIN_OT_F MARG_OT_P MARG_OT_M MARG_OT_F 1 Garhi Harsaru (CT) 1748 1588 160 137 93 44 2 Manesar 9193 8721 472 317 218 99

NOTE: MAIN OT P MAIN OTHER WORKERS POPULATION MAIN OT M MAIN OTHER WORKERS MALE MAIN OT F MAIN OTHER WORKERS FEMALE MARG OT P MARGINAL OTHER WORKERS POPULATION MARG OT M MARGINAL OTHER WORKERS MALE MARG OT F MARGINAL OTHER WORKERS FEMALE

EIA report – Chapter 3 3.71

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

Table 3.7.8: NON WORKERS CLASSIFICATION AS PER CENSUS 2011 S.No. Village Name (Rural) NON_WORK_P NON_WORK_M NON_WORK_F 1 Babra Bakipur 943 470 473 2 Badha 1412 651 761 3 Baghanki 2480 972 1508 4 Bar Gujar 840 393 447 5 Basharia 1156 464 692 6 Baskushla 2021 815 1206 7 Baslambi 1185 659 526 8 Bhang Rola 3167 1217 1950 9 Binola 482 195 287 10 Chandla Dungerwas 1292 507 785 11 Darbaripur 1012 409 603 12 Dhana 998 352 646 13 Dhanawas 896 318 578 14 Dhorka 981 362 619 15 Fakharpur 1244 474 770 16 Fazalpur Badli 1702 686 1016 17 Fazalwas 1418 551 867 18 Gairatpurbas 1317 564 753 19 Ghausgarh 1844 876 968 20 Gopalpur (Part) 124 44 80 21 Gwaliar 864 326 538 22 Hamirpur 139 44 95 23 Harsaru(Part) 2164 854 1310 24 Hassanpur 1054 402 652 25 Hayatpur 2343 916 1427 26 Jamalpur 2012 899 1113 27 Kumbhawas 567 285 282 EIA report – Chapter 3 3.72

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) NON_WORK_P NON_WORK_M NON_WORK_F 28 Jarola 1791 718 1073 29 Jhund Sarai Abad 983 442 541 30 Jhund Sarai Viran 278 131 147 31 Kankrola 2436 978 1458 32 Kasan 5916 2365 3551 33 Kharkhari 1296 506 790 34 Khawaspur 1553 660 893 35 Kherki 1128 421 707 36 Khetawas 800 339 461 37 Khoh 2738 1041 1697 38 Kukrola 1353 502 851 39 Lakhnola 2731 1041 1690 40 Manesar 59377 24028 35349 41 Meoka 326 115 211 42 Mokalwas 2424 889 1535 43 Naharpur Kasan 4062 1487 2575 44 Nainwal 615 262 353 45 Navrangpur 1853 714 1139 46 Nawada Fatehpur 2400 965 1435 47 Palra 1925 773 1152 48 Patli Hajipur 2255 1009 1246 49 Sadhrana 1806 795 1011 50 Sakatpur 1290 528 762 51 Sanpka 1286 496 790 52 Sayyad Mohamadpur 1154 580 574 53 Sehrawan 544 267 277 54 Shikohpur 4494 1763 2731 55 Sikandarpur Badha 1567 615 952

EIA report – Chapter 3 3.73

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 3

S.No. Village Name (Rural) NON_WORK_P NON_WORK_M NON_WORK_F 56 Tajnagar 1634 719 915 57 Tatarpur 1122 457 665 58 Wazirpur 1676 651 1025

S.No. Village Name (Urban) NON_WORK_P NON_WORK_M NON_WORK_F 1 Garhi Harsaru (46) (CT) 5529 2148 3381 2 Manesar 13528 5065 8463

EIA report – Chapter 3 3.74

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

CHAPTER – 4 ANTICIPATED ENVIRONMENTAL IMPACTS & CUSTOM SOLUTIONS Opes sed nonummy tation MITIGATION MEASURES augue pecus. Venio regula ea fatua incassum. Nisl quia et 4.1 INTRODUCTION aliquip, scisco roto minim ali quip Impact prediction is a very important phenomenon in evaluating the environmentally macto duis. Wisi regula eum consectetuer ut mos tamen enim, potential adverse impacts for any proposed industrial project. The impact prediction is aliquip feugait regula. Ut amet opes ideo gemino et tinci dunt always carried out under worst possible conditions so as to mitigate or to eliminate the humo sed ut, macto, meus. environmental hazards. These predictions are superimposed over the baseline data to calculate the net impact on the environment after the proposed plant comes into production. TECHNOLOGY CONSULTIN G 4.2 AIR ENVIRONMENT PROVIDES It is possible that increase in the background concentration of even a minor constituent of A TOTAL END TO END S OLUTION. WEB SOLUTIONS Opes sed nonummy tation verto the atmosphere may lead to significant changes in the atmospheric properties. So these augue pecus. Venio regula ea vel APPLICATION MANAGEMENT changes are essential in understanding potential climatic changes due to air pollutants. For fatua incassum. Nisl quia et aliquip, scisco roto minim aliquip macto example under strongly stable conditions, disturbances are highly damped and mixing of Vul putate iaceo, volutpat duis. Wisi regula eum consectetuer eum mara ut accumsan nut. Aliquip exputo abluo, pollutants is strongly suppressed. It is under such conditions that the worst air pollution ut mos tamen enim, aliquip feugait aliquam suscipit euismod te regula. Ut amet opes ideo gemino episodes have occurred. Several scientific techniques and methodologies are available to tristique volutpat immitto vocoIbidem abbas molior, minim facilisi, olim eros. qui, et tincidunt humo sed ut. fere, paratus foras tation te predict impacts of developmental activities on physico, ecological and socioeconomic neo eu, usitas. environments. Such predictions are superimposed over the baseline (pre project) status of Torqueo, qui lorem ipso environmental quality to derive the ultimate (post project) scenario of environmental utinam immitto vero sino. conditions. The prediction of impacts helps to identify the environmental management plan Appellatio, rusticus decet amet allapa facilisis feugait required to be executed during and after commissioning of the proposed plant to minimize typicus abbas ut valde. Ne nisl macto oppeto, et, velit the adverse impacts on environmental quality. EBUSINE SS esse foras sin aptentillum. SOLUTIONS Enim iriure accumsan epulae The mathematical models are the best tools to quantitatively describe cause-effect • Mos ventosus feugiat blandit turpis vero abigo. accumsan inhibeo dolore populus • Mos in dolor, aliquip illum neo adipiscing iriure. praesent. Molior vicis feugiat relationships between sources of pollution and different components of environment. In • Autem verto illum cogo vulputate aliquam velos. valetudo quadrum quidem nisl ea case, mathematical models are not available or it is not possible to identify / validate • Consequat nostrud, pneum, ibidem ex. paulatim. Haero ut nutus accum • Ullamcorper quibus, velit distineo oppeto. san melior, plaga cogo esse len through models for particular situation, prediction could be arrived at through available • Consectetuer refero ut nimis vulputate quadrum. eum. Genitus, te vero, eratenim scientific knowledge and judgments. • Delenit proprius foras patria vereor, duis facilisi. exputo letalis tation loquor ex.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

The mathematical model used for predictions in the present study include, steady state Gaussian Plume dispersion model designed for multiple point sources for air quality, Wave divergence and Federal Highway Administration (FHWA) models for noise levels. In case of water, land, biological and socio-economic environments the prediction have been made based on available scientific knowledge and judgments.

4.2.1 IMPACT ON TOPOGRAPHY AND CLIMATE 4.2.1.1 IMPACT ON TOPOGRAPHY The major envisaged topographical changes would be limited to the immediate vicinity of the plant. The change in topography will be only due to manmade structures like Industrial complex and Administrative building. Similarly, it will invite positive benefits in the form of land leveling and green belt development in the plant vicinity.

4.2.1.2 IMPACTS ON CLIMATE As the temperature of the effluent gases will not be high, generally this will not cause any thermal imbalance as extensive greenbelt will be developed within the plant premises. However, there will be natural dispersion of heat due to unstable conditions during day and as such there would be no significant micro / macro climatologically changes of any consequence.

4.2.2 PREDICTION OF IMPACTS ON AIR ENVIRONMENT [Gen.TOR # 6 (i) & 7(i)]

It is absolutely essential to study the impacts of air pollution on its environs due to the proposed project. These impacts are assessed with the help of Mathematical model based on steady state Gaussian Plume Dispersion Model designed for multiple point sources for short term. In the present case, Industrial Source Complex Short Term (ISC-3), 1993 dispersion model based on steady state Gaussian plume dispersion, designed for multiple point sources for short term developed by United States Environment Protection Agency (USEPA) has been used for simulations from point sources.

Model Input Emissions The emission data from the stacks is shown in Table 4.2.3.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

Receptor Locations The software is capable of generating a polar receptor grid at every 10 radial angles at specified distances (in Kms).

Meteorological data For the prediction of rise in Ground Level concentrations of pollutants, the actual hourly meteorological data recorded at the site during the study period (1st October 2018 to 31st October 2018) is converted to mean meteorological hourly data as specified by CPCB and the same is used in the model. In the absence of site specific mixing heights, mixing heights published in ‘Spatial distribution of hourly mixing depths over Indian region’ by Dr. R.N.Gupta have been used.

For each hour the following meteorological information required - Wind direction - Wind speed - Ambient Temperature - Stability class - Mixing Height Predictions have been carried out for these emissions considering the following points. - Predictions have been carried out for 100% load where the maximum emissions are emitted and which would be the worst environmental scenario.

- Predictions have been carried out for PM10, SO2 and NOx.

 Pasquill Stability Class Through Sigma Theta Method Hourly meteorological data recorded hourly, at the continuous weather monitoring station on wind speed and direction, has been used for calculating the stability by using Sigma Theta method (Ref: On site meteorological program guidance for regulatory modeling applications, US-EPA).

Calculation of standard deviation of wind direction: Hourly wind direction has been recorded. The one hourly wind direction data (standard deviation; A) in degrees has been used for determining the hourly stability.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

Lateral Turbulence (A) and Wind Speed or Sigma Theta Method: The hourly A values calculated by the data logger are used for arriving at the hourly stability's by the following procedure:

The following section describes the method of estimating stability categories in terms of standard deviation of the lateral wind direction fluctuations (A) and the scalar mean wind speed (us). The lateral wind direction turbulence criteria for initial estimate of PG stability category are given in Table - 4.2.1. The wind speed adjustments for determining final estimate of PG stability category from A is given in Table - 4.2.2. The criteria laid down in the tables below are for the data collected at 10m and roughness length of 15 cm. Night time is defined as the period from one hour before sunset to one hour after sunrise. The method specifies that the data need to be collected at 10 m height. The relationship employed in the estimation methods assumes conditions are of steady state. TABLE - 4.2.1 : LATERAL TURBULENCE CRITERIA FOR INITIAL ESTIMATE OF STABILITY Initial estimate of Pasquill Stability Standard deviation of horizontal wind Category direction fluctuations, A, in degrees A 22.5 ≤ A B 17.5 ≤ A < 22.5 C 12.5 ≤ A < 17.5 D 7.5 ≤ A < 12.5 E 3.8 ≤ A < 7.5 F A < 3.8

TABLE - 4.2.2 WIND SPEED ADJUSTMENTS FOR DETERMINING FINAL ESTIMATE OF PG STABILITY CATEGORY FROM A Initial Estimated 10 m Scalar Wind Final Estimate of Category Speed (US) (m/s) Stability Category Day time A US<3 A 3

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

3.6

Atmospheric inversion levels have been determined for assessment of Ground Level concentrations.

Presentation of results In the present case model simulations have been carried out for the Post monsoon season. For the short term simulations, the concentrations have been estimated around 1600 receptors to obtain optimum description of variations in concentrations over the site in 10 Km. radius covering 16 directions.

Model Output The output contains the first through sixth highest concentration values at each receptor, Maximum concentration tables and daily concentration tables for each averaging period.

Prediction of Impacts & Mitigation Measures IMPACT IDENTIFIED IMPACTS MITIGATION MEASURES ENVIRONMENT Air Environment Particulate emissions  Raw material transportation  Raw material such as Asbestos Fibre will be received in HDPE packing in covered container.  Other raw material will be transported in Covered trucks.  Unloading of Raw material  Raw material such as Asbestos Fibre will be in HDPE packing.  Dust generation during unloading o other Raw material is negligible.  Asbestos Handling Plant  Hoods channelized to Dust collector (bag filters)

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

IMPACT IDENTIFIED IMPACTS MITIGATION MEASURES ENVIRONMENT  Asbestos transfer points  Automatic Bag opening device will be provided.  Asbestos conveying  Automatic Bag opening device with covered conveyor will be provided.  Particulate emission control  Wet scrubber will be provided to treat in Thermic Fluid Heater the Flue gases from the Wet Scrubber. The outlet particulate emission will bring down to <50 mg/Nm3.  Vehicular movement  Pucca Road network is available in IMT, Manesar.  Avenue plantation is already developed in IMT, Manesar by HSIIDC.  Plantation will be taken up all around the plant.  Sulphur dioxide emissions  Suphur content in Thermic Fluid will from Thermic Fluid heater have very low sulphur content.  A stack of 30m height will be provided for effective dispersion of Sulphur dioxide.  Chemical Scrubber will be provided to treat the gases from Thermic Fluid Heater.  NOx emissions from  There will not be thermal NOx Thermic Fluid heater formation in the heater.

4.2.3 STACK HEIGHT CALCULATION For Thermic Fluid Heater (With HSD as fuel) HSD consumption : 0.6 KL/Day HSD : 0.86 kg/ lit Furnace oil consumption : 0.52 Tons / Day Sulphur content furnace oil : 0.25 %

SO2 emission : 0.52 x 1000 x 0.25 x 2 / 2400 : 0.11 Kg/hr Stack Height H, : 14 (Q)0.3 : 14 (0.11)0.3 : 7.22 m

However a stack of 30 m height will be provided to Thermic Fluid Heater for effective

dispersion of SO2 emission into the atmosphere.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

Identification of Impacts: The asbestos dust is generally generated at the following operations: • During the cutting of pressure packed asbestos bags mechanically. • While feeding the opened asbestos fibre bags to the charger of the mill. • While milling the fibre.

Fugitive Dust Source  Mixing section  ID Grinding  Preforming:  Heat-moulding  Slitting

The predicted max incremental rise in PM concentration (24 hourly) will be 0.11 g/m3 at a distance of 300 m from the origin stack in the down wind direction over the baseline concentrations.

The predicted incremental rise in PM concentration due to the Vehicular emission will be 0.01 g/m3.

3 The predicted max incremental rise in SO2 concentrations (24 hourly) will be 0.2 g/m at a distance of 300 m from the origin stack in the down wind direction over the baseline concentrations.

The predicted max incremental rise in NOx concentrations (24 hourly) will be 0.43 g/m3 at a distance of 300 m from the origin stack in the down wind direction over the baseline concentrations.

The predicted incremental rise in NOx concentration due to the Vehicular emission will be 0.07 g/m3.

The predicted incremental rise in CO concentration due to the Vehicular emission will be 0.05 g/m3.

The net resultant concentrations (Maximum baseline conc. + predicted incremental rise in conc.) of

PM10, SO2, NOx & CO are shown in Table No. 4.2.4. The net resultant concentrations of PM10 are well

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

within the revised National Ambient Air Quality Standards (NAAQS) stipulated by MoEF when the plant commences the operation. Hence there will not be any adverse impact on air environment due to the proposed project.

TABLE 4.2.3: STACK EMISSIONS [Gen.ToR # 3 (vi) & 7 (v)]

Temp. of Velocity S. No. of Dia Height flue gas SPM SO NOx Stack attached to of flue gas 2 No. Stacks (m) (m) (in (g/s) (g/s) (m/sec) (g/s) Kelvin) 1 Thermic Fluid Heater 1 0.30 30 343 5 0.016 0.03 0.06 7 DG Set (2 x 500 KVA) 2 1 0.25 (above 363 2.5 0.01 2.1 1.8 (backup power supply) building)

TABLE 4.2.4 NET RESULTANT MAXIMUM CONCENTRATIONS DURING OPERATION

Item PM10 SO2 NOX CO (g/m3) (g/m3) (g/m3) (g/m3) Maximum baseline conc. in the study area 89.8 18.7 39.2 1786 Maximum predicted incremental rise in 0.11 0.2 0.43 Nil Concentrations due to M/s. AAFMPL Maximum predicted incremental rise in Concentrations due to the vehicular emissions from 0.01 Nil 0.07 0.05 the proposed project Net resultant concentrations during operation 89.92 18.9 39.7 1786.05 National Ambient Air Quality Standards 100 80 80 2000 (As per MOEF Notification dated 16-11-2009)

The net resultant Ground level concentrations during operation of the project are within the NAAQS. Hence there will not be any adverse impact on air environment due to the proposed project.

Air Quality modeling has been carried out and the Air Quality Contour maps are shown below.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

4.3 PREDICTION OF IMPACTS ON WATER ENVIRONMENT 4.3.1 WATER REQUIREMENT [Gen.ToR # 3 (vii)]

The water requirement for the project will be around 17.5 KLD for Domestic purposes, Cooling Tower, Chemical scrubber & for Greenbelt development. The manufacturing Process is dry method. Water required for the proposed project will be supplied from HSIIDC. The details of total water consumption & waste water generation and it's breakup are show in Table 4.3.1. & 4.3.2.

TABLE 4.3.1: WATER REQUIREMENT S.No. Description Water consumption (in KLD) 1 For Cooling purpose 1 2 Scrubber 2 3 Greenbelt 2 4 Domestic 12.5 Total 17.5

WATER BALANCE DIAGRAM Raw water 17.5 KLD

1.0 2.0 2.0 12.5

For Scrubber For Domestic For Cooling Greenbelt

Development 0.1 10.0

Sanitary Wastewater Blowdown (will be recycled) 10.0

Note: All the units are in KLD Discharged to Sewer Line provided by HSIIDC

4.3.2 WASTE WATER GENERATION [Gen.ToR # 3 (vi)]

The entire manufacturing process is Dry method. No process wastewater generation from the proposed project except Scrubber blowdown, Sanitary Wastewater. Waste water generation and it's breakup are show in Table 4.3.2 & Characteristics of waste are shown in Table 4.3.3.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

Rain water harvesting pit will be constructed in consultation with State Ground Water Board. Due to this the ground water table will certainly increase. Hence there will not be any adverse impact on water environment due to the proposed project.

TABLE 4.3.2: WASTEWATER GENERATION SOURCE WASTEWATER (Cum/day) Scrubber blowdown 0.1 Sanitary wastewater 10.0 TOTAL 10.1

TABLE 4.3.3 : CHARACTERISTICS OF SANITARY WASTEWATER (UNTREATED) PARAMETER CONCENTRATION pH 6.8 – 8.0 BOD 20 - 50 mg/l COD 50 – 200 mg/l TDS 800 – 1000 mg/l TSS 50-200 mg /l

4.4 PREDICTION OF IMPACTS DUE TO NOISE 4.4.1 PREDICTION OF IMPACT DUE TO THE PROPOSED ACTIVITY The sound pressure level generated by noise source decreases with increasing distance from the source due to wave divergence. An additional decrease in sound pressure level with distance from the source is expected, due to atmospheric effect or its interaction with objects in the path of transmission. For hemispherical sound wave propagation through homogeneous loss free medium, one can estimate noise levels at various locations, due to different sources using model based on first principle, as per the following equation: Lp2 = Lp1 – 20 Log (r2/r1) - Ael.2 Where Lp1 and Lp2 are sound pressure levels at points located at distance r1 and r2 from the source and Ae1.2 is the excess attenuation due to environmental conditions. Combined affect of all the sources then can be determined at various locations by logarithmic addition.

It is first approximation one can assume that for all general population in the villages, every noise source in the plane is a point source. The average equivalent sound power level of such a point source can be estimated for different distances and directions from hypothetical source by applying following equation:

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

Lp = Lw - 20 Log r – Ae – 8

Where Lw is the sound power level of the source, Lp is sound pressure level at a distance r and Ae is environmental attenuation factor. A combined noise level Lp (total) of all the sources at a particular place is given by: Lp(total) = 10 Log (10Lp1/10) + 10(Lp2/10) + ------)

Major noise generating sources were identified from the proposed activity for prediction purposes. The major noise generating sources are Mixing Machinery, Shredder & DG set. The predictions have been made to represent the worst scenario by considering the cumulative impacts of noise due to all units. The noise levels at various distances were calculated using wave divergence model.

The model was run for ascertaining the areas where we could get the noise levels of 35, 45, 50,55,60,65, and considering the other noise generating sources from the plant.

Silencers will be provided to the DG Sets. All machinery will be manufactured keeping in view the latest MOEF/OSHA standards on Noise levels. The Ambient Noise levels will be within the standards prescribed by MOE&F, GOI vide Notification dated 14-02-2000 under the Noise pollution (regulation & control) Rules, 2000.

4.4.2. PREDICTION OF IMPACTS ON COMMUNITY A day and Night sound pressure level, Ldn is often used to describe the community noise exposure which includes 10 dBA night time penalty. As the nearest human settlement is Baskushla village about 0.9 Kms. (West). from the project site, the impact of noise on general population would be insignificant.

As per the WHO recommendation, there is no identified risk and damage of hearing due to the noise levels (Leq = 8 hours) less than 75 dBA. Most of the international damage risk criteria for hearing loss permit (Leq = 12 hours) upto 87 dBA. Further, WHO recommendation on community noise annoyance, permits day time out door noise levels of 55 dBA. Leq and night time outdoor noise level of 45 dBA leq to meet sleep criteria i.e. Leq (24 hours) = 52.2. dBA and Ldn = 5.5 dBA.

4.4.3. PREDICTION OF IMPACT ON OCCUPATIONAL HEALTH

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

The damage risk criteria as enforced by OSHA (Occupation Safety and Health Administration) to reduce hearing loss, stipulates that noise level upto 85 dBA are acceptable for 8 hour working shift per day. Plant authorities will provide ear plugs to the employees and will be enforced to be used by the employees.

4.4.4 PREDICTION OF IMPACTS ON HABITATION, FLORA & FAUNA DUE TO NOISE LEVELS FROM THE PROPOSED PROJECT: The Noise levels are confined within the plant area. Silencer has already been provided to D.G. Set. Predicted noise levels are within the MOEF norms. Hence there will not be any adverse impact on habitation, flora, fauna, etc due to the proposed project.

4.5 PREDICTION OF IMPACTS ON LAND / SOIL ENVIRONMENT o Fully automatic asbestos fiber debagging system will be installed in the proposed project. o Dust collectors will be installed in the proposed project to control air emissions. o Bags containing asbestos fibre are stored in enclosed area to avoid fugitive emission of asbestos fibre from damaged bags. o Adequate measures to achieve Stack emission of asbestos fibre not to exceed 0.2 fibre / cc and work zone area dust levels not to exceed 0.1 fibre / cc. o Floor is being cleaned by vacuum cleaner only. o Greenbelt will be developed all around the plant area to further reduce the emissions. o No process water will be discharged and zero discharge will be adopted. Scrubber blowdown will be recycled back. o The domestic wastewater will be discharged into Sewer line provided by HSIIDC. o Entire solid waste generated including process, Friction dust, dust from bag filters etc., will be recycled and reused in the manufacturing process. o The cut and damaged fibre bags will be immediately repaired with adhesive tape to ensure no spillages which can lead to contamination of Soil. And more over the Asbestos Fibre bags are stored in Godown which will have pucca flooring.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

If all Air pollution control systems, Solid waste management systems, greenbelt development in 1/3rd of the total land, then there will not be any adverse impact on soil due to the proposed activities.

4.6 PREDICTION OF IMPACTS DUE TO VEHICULAR MOVEMENT

[Gen.TOR # 6 (ix) & 7 (iii)]

Total no. of trucks required for transportation of raw materials and products will be Max. of 3 to 4 trucks /day only for the proposed project.  Asbestos Fibre will be brought By Cargo, train & truck.  All the other major raw materials will be transported through road by covered trucks.  HSIIDC laid good Road network within the IMT, Manesar, which is capable of absorbing this additional vehicular traffic.  All the raw material required for the proposed plant will be stored on pucca platform above ground level.

Hence there will not be any significant impact on environment due to the increased vehicular traffic for transport of raw materials and products.

Vehicular Traffic Study has been carried out considering frequency of vehicles for transportation of materials, additional traffic due to proposed project shown below.

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 4

4.7 PREDICTION OF IMPACTS ON SOCIO ECONOMIC ENVIRONMENT The local areas will be benefited by way of generation of direct / indirect employment opportunities, increased demand for local products and services. There will be an overall improvement in the income level of the local people. The proposed project creates employment to about 50 persons though direct employment & 200 persons through indirect employment.

The project authorities will conduct regular health checkups for the workers & local people in the IMT, Manesar. There will be an overall upliftment of socio-economic status of people in the area.

4.8 PREDICTION OF IMPACTS ON BIOLOGICAL ENVIRONMENT, HUMAN HEALTH & CROPS  There are no Reserved Forests, Elephant/ tiger reserves within the study area.  There is Sultanpur National Park / Bird Sanctuary located in Study area at 8.9 Kms. from the project site.  In the proposed project all required pollution control systems will be installed and operated to comply with norms. The net resultant GLCs during operation of the proposed project are within the National Ambient Air Quality standards.  However a Conservation Plan is prepared for Sultanpur National Park / Bird Santuary and submitted to PCCF, Gurgaon and Rs. 11 Lakhs will be allocated towards conservation of National Park.  There will not be any wastewater from the process as it is Dry method. Sanitary wastewater will be discharged to Sewer line provided by HSIIDC.  No rare and endangered flora and fauna exist within the study area.  Greenbelt will be developed as per CPCB norms. All the norms of MOEF / CPCB / SPCB will be strictly followed.

Hence there will not be any adverse impact on flora & fauna, Reserve forest, human health and the crops due to the proposed Project.

4.9 PREDICTION OF IMPACTS ON WATER BODIES There are no major water Rivers exists with in 10 Kms. from the project site.

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 In the plant all required pollution control systems will be installed and operating to comply

with norms. The predicted max. Incremental rise in PM10 concentrations (24 hourly) & the net resultant GLCs during operation of the proposed project are within the National Ambient Air Quality standards.  The water required for the proposed project will be supplied by HSIIDC.  There will not be any process waste water from the proposed plant as entire wastewater from Scrubber will be recycled to the process.  The Sanitary wastewater from plant will be discharged into Sewer lines provided by HSIIDC.  Ground water will be recharged by constructing Rain water harvesting pit in consultation with State Ground Water Board.  Solid waste generated from this proposed will be reused/recycled into the process. Hence there will not be any adverse impact on land environment due to the proposed project.

Hence there will not be any impact on the Water bodies lake due to the proposed Project.

4-21 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit EIA report ; Chapter # 5

CHAPTER – V CUSTOM SOLUTIONS ANALYSIS OF ALTERNATIVES Opes sed nonummy tation augue pecus. Venio regula ea (TECHNOLOGY & SITE) fatua incassum. Nisl quia et aliquip, scisco roto minim ali quip macto duis. Wisi regula eum 5.1 ALTERNATIVE TECHNOLOGIES consectetuer ut mos tamen enim, aliquip feugait regula. Ut amet The manufacturing of Asbestos based Brake Linings (for Two Wheelers & Commercial Vehicles) is a opes ideo gemino et tinci dunt well proven technology all over the world. Hence no technological failures are anticipated. Hence humo sed ut, macto, meus. no alternative technologies are considered.

5.2 ALTERNATIVE SITES EXAMINED FOR PROPOSED ASBESTOS BASED BRAKE LINING TECHNOLOGY CONSULTIN G MANUFACTURING UNIT BY M/s. A A FRICTION MATERIALS PVT. LTD. PROVIDES A TOTAL END TO END S OLUTION. WEB SOLUTIONS Opes sed nonummy tation verto M/s. AAFMPL is proposed to set up an asbestos based brake linings manufacturing unit for Two- augue pecus. Venio regula ea vel wheelers of 6,66,000 pcs/day & Commercial Vehicles of 5400 pcs/day at Plot no. 5, Sector – 7, IMT APPLICATION MANAGEMENT fatua incassum. Nisl quia et aliquip, scisco roto minim aliquip macto Manesar, Gurgaon, Haryana State. Vul putate iaceo, volutpat duis. Wisi regula eum consectetuer eum mara ut accumsan nut. Aliquip exputo abluo, ut mos tamen enim, aliquip feugait aliquam suscipit euismod te The project is located in IMT Manesar developed by HSIIDC for Industrial, Commercial & residential regula. Ut amet opes ideo gemino tristique volutpat immitto vocoIbidem abbas molior, minim facilisi, olim eros. qui, et tincidunt humo sed ut. activities. fere, paratus foras tation te neo eu, usitas.

The company has taken about 0.405 hectares (4050 Sq.m) of land on lease from M/s. AADINATH Torqueo, qui lorem ipso OVERSEAS LLP. utinam immitto vero sino. Appellatio, rusticus decet amet allapa facilisis feugait typicus abbas ut valde. Ne As the land is available in IMT, Manesar, no alternative sites have been selected for nisl macto oppeto, et, velit EBUSINE SS establishment of proposed project. esse foras sin aptentillum. SOLUTIONS Enim iriure accumsan epulae • Mos ventosus feugiat blandit turpis vero abigo. accumsan inhibeo dolore populus • Mos in dolor, aliquip illum neo adipiscing iriure. praesent. Molior vicis feugiat • Autem verto illum cogo vulputate aliquam velos. valetudo quadrum quidem nisl ea • Consequat nostrud, pneum, ibidem ex. paulatim. Haero ut nutus accum • Ullamcorper quibus, velit distineo oppeto. san melior, plaga cogo esse len • Consectetuer refero ut nimis vulputate quadrum. eum. Genitus, te vero, eratenim • Delenit proprius foras patria vereor, duis facilisi. exputo letalis tation loquor ex.

5-1 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 6

CHAPTER – 6 ENVIRONMENTAL MONITORING PROGRAM

6.1 TECHNICAL ASPECTS 6.1.1 METHODOLOGIES To know the effectiveness of environmental mitigation measures post project environmental monitoring program will be strictly followed as per statutory requirement.  The bag opening machine and milling machine is connected with the dust collector equipment with bag filters & further connected to Chemical Scrubber.  Floor is being & will be cleaned by vacuum cleaner only.  Energy meters have already been provided to all air pollution control systems to ensure effective operation of the control systems.

6.1.2 FREQUENCY & LOCATIONS OF ENVIRONMENTAL MONITORING

[Spec. ToR # 13 & Gen.ToR # 7 (xii)]

A comprehensive monitoring programme is given under. This environmental monitoring is being entrusted to a third party.

SAMPLING LOCATIONS FOR FIBRE COUNT Asbestos Storage, Bag Opening device, Loading area, Mixing area, Waste recycling area, Heat Moulding & Slitting area:.

Note: Standard levels of Fibre count in Work zone area will always be maintained less than 0.1 fibre/cc.

SAMPLING LOCATIONS FOR STACK EMISSIONS: S. No. Stack attached to Parameter Standard Concentrations PM 50 mg/ Nm3 1 Thermic Fluid heater Fibre Count 0.2 fibre /cc DG Set (2 x 500 KVA ) 2 PM, SO & NOx --- (Stand-by) 2

6-1 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 6

Table No. 6.1.1 : MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS S. No. Particulars Frequency of Duration of sampling Parameters required to Monitoring be monitored 1. Water & Waste water quality A. Water quality in the Once in six months Grab sampling As per IS: 10500 area except for heavy metals which will be monitored on quarterly basis. B Waste water Once in 3 Months composite sampling As per IS: 2490 (only sanitary wastewater) 2. Air Quality A. Stack Monitoring Once in a month Fibre & PM B. Ambient Air quality Once in a month Personal /Static Fibre Count

Once in a month 24 hours PM10, SO2 , NOx & CO (for each location) continuously 3. Meteorological Data Meteorological data Daily Continuous Temperature, Relative to be monitored at monitoring Humidity, rainfall, wind the plant. direction & wind speed. 4. Noise Levels Once in a month one day in a month Ambient Noise levels in on hourly basis dBA

6.1.3 DATA ANALYSIS All the parameters will be analysed as per IS procedures specified for those parameters. All water samples will be analysed for various parameters as per IS: 10500 with the specified procedures.

The methodology adopted for Ambient air quality monitoring & analysis of PM2.5 & PM10 is as per

IS: 5182 Part IV SO2 & NOx as per IS: 5182 Part II & Part VI respectively. Samples were analysed for

SO2 using improved West-Gaeke method for air samples using a spectrophotometer at a wavelength of 560 nm.

Samples were analyzed for NOx using Jacob and Hochheiser modified (Na-As) method, for Air samples using a spectrophotometer at wavelength of 540 nm.

Asbestos fibre count will be monitored and analyzed as per IS -11450: 1986 (APM -800)

PM2.5 & PM10 in ambient air are found by using APM -550.

6-2 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 6

CO is analyzed using Gas Chromatography.

6.1.4 ARRANGEMENTS FOR MEASUREMENT & MONITORING OF ASBESTOS Work Zone Air Monitoring – All the potentially fibre dust exposure zone are connected to Bag Filter type dust collectors & Chemical Scrubber. Besides these pollution control measures, every month it is proposed to carry out personal & static air sampling at different locations within the plant premises & finding out the fibre concentration level in the air by Membrane Filter method using phase contrast microscopy as per IS 11450 & AIA’s RTM/1 by a third party.

The test method is detailed below.

 Air sampling i) Instrument used - Low Volume Air Sampler (with a small built-in pump & Rota meter)

ii) Sampler is fitted into the trouser belt of the operator. A plastic tube with a filter holder with 0.8 micron size Millipore filter paper (cellulose ester) attached to it at the other end is clamped on the shirt collar of the operator. Air is drawn for one hour at 1 L per minute.

iii) After sampling, the filter paper is carefully taken out of the filter holder by using a fork & the same is packed in the plastic box by stitching a cello tape on the reverse of the filter paper.

 Counting by Phase Contrast Microscopy at 1:400 magnification, make: Carl Zeiss. i) A slide is made out of the filter paper by using acetone tri acetin. It is then mounted on the microscope & the counting is done by comparing actual observation area with standard Walton & Bracket Graticule area mounted on the microscope. The microscope is calibrated with standard NPL Test slide.

ii) Total fields (graticule area)

iii) up to 100 or total fibres up to 100, whichever is earlier, are counted & by using the following formula the fibre concentration in fibre/cc is calculated

iv) A/a*N/n*1/r*1/t = fib concentration

v) (A = Effective filter area in mm2, a = graticule area in mm2, N = Nos. of fibre, n = Nos. of fields, r = flow rate in LPM, t = duration in minutes)

vi) Every year we are getting the microscope calibrated by M/S JR Labs, Hyderabad who is IOM, UNO certified.

6-3 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 6

Note: Fibres are countable only if its length is more than 5 & diameter is less than 3 micron (or aspect ratio of 3:1). SAMPLING LOCATION 01 Fibre Godown (P) 1 No – Once in a month 02 Ambient location 1 No – Once in a month Note : (P) – Personal Sample, Sampler is attached to the operative (S) – Static, Sampler is kept fixed in one location.

SAMPLING/COUNTING METHOD Name of Sampler Personal Sampler Make / Model of Sampler Envirotech, APM 800 Flow Rate / Sample dur’n 1 LPM / 1 Hr Filter Paper Details Millipore, 0.8 u Sample/Counting ref spec RTM1, IS 11450 – ’86 Fibre counting instrument ‘Carl Geiss’ Trinocular research microscope for bright field phase contrast application, Model :AXIOS KOP40, Obj Mag 10x Counting Method Membrane Filter Method Max Permissible Value 0.1 fibre / cc

6.1.4 REPORTING SCHEDULE Whenever pollution control systems fails, the production in that unit will be stopped and it will be restored only after rectification of the system.

6.1.5 EMERGENCY PROCEDURES In case of emergency shutdown all the safety precautions will be taken as per the procedure given by the supplier. All precautions will be taken to prevent any environmental problems during shut down.

6.1.6 DETAILED BUDGET & PROCUREMENT SCHEDULES [Spec. ToR # 13]

The annual budgetary allocation for Environmental monitoring is Approx. Rs. 3.0 Lakhs for proposed project. A third party was engaged to monitor all the environmental parameters as per CPCB / SPCB norms. Table No. 6.1.2: BUDGET BREAK-UP FOR ENVIRONMENTAL MONITORING S.No. Monitoring Item No. of Monitoring Frequency No. of Cost / Total cost units Parameters of Samples Sample in (Rs. In Proposed Monitoring /annum (Rs.) lakhs)

6-4 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 6

1 Stack 1 Fib count, Once in a 12 8000 96000 PM, SO2 & month NOx 2 AAQ 1 PM10, PM2.5 Once in a 12 10000 120000 NOx & CO month

Asbestos Fibre Count 3 Effluent 1 pH, BOD, Quarterly 4 3000 12000 COD,TDS,TSS Once 4 Ground water 1 As per IS: Quarterly 4 7000 28000 10500 Once 5 Noise levels 4 --- Quarterly 384 100 38400 Once Total 294400 Note : CAAQMS is already established in IMT, Manesar

6-5 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

CHAPTER – 7 ADDITIONAL STUDIES CUSTOM SOLUTIONS Opes sed nonummy tation

7.1 INTRODUCTION augue pecus. Venio regula ea fatua incassum. Nisl quia et As per the Terms of Reference (ToRs) issued vide letter No. J-11011/477/2017-IA II (I) dated aliquip, scisco roto minim ali quip macto duis. Wisi regula eum 13.10.2017 by MoEFCC, New Delhi, following Additional Studies were carried out for the consectetuer ut mos tamen enim, proposed project: aliquip feugait regula. Ut amet opes ideo gemino et tinci dunt i. Public Consultation humo sed ut, macto, meus. ii. Risk Assessment and Disaster Management Plan

7.2 PUBLIC CONSULTATION [Spec. ToR # 2] TECHNOLOGY CONSULTIN G Public Consultation for Proposed project of M/s. A A FRICTION MATERIALS PVT. LTD. was PROVIDES conducted by Haryana State Pollution Control Board (HSPCB) on 22-05-2018 in the Site A TOTAL END TO END S OLUTION. WEB SOLUTIONS premises at Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana by Shri. R.K. Singh (HCS) Opes sed nonummy tation verto augue pecus. Venio regula ea vel Additional Deputy Commissioner, Gurugram. APPLICATION MANAGEMENT fatua incassum. Nisl quia et aliquip,

scisco roto minim aliquip macto Vul putate iaceo, volutpat Details of the Public Hearing include: duis. Wisi regula eum consectetuer eum mara ut accumsan nut. Aliquip exputo abluo, ut mos tamen enim, aliquip feugait 1. Proceedings of Public Consultation aliquam suscipit euismod te regula. Ut amet opes ideo gemino tristique volutpat immitto vocoIbidem abbas molior, minim faciliolimsi, eros. qui, 2. Public Consultation Notice published in local daily Newspaper “The Tribune” in on et tincidunt humo sed ut. fere, paratus foras tation te 20-04-2018. neo eu, usitas.

Torqueo, qui lorem ipso 7.2.1 Proceedings of Public Hearing utinam immitto vero sino. Public Consultation Proceedings have been enclosed as ANNEXURE – 1 along with this Final Appellatio, rusticus decet amet allapa facilisis feugait EIA/EMP Report. typicus abbas ut valde. Ne nisl macto oppeto, et, velit EBUSINE SS esse foras sin aptentillum. 7.2.2 Management response for the issues raised during Public Hearing & action plan SOLUTIONS Enim iriure accumsan epulae Public Consultation for the proposed project was held on 22-05-2018 at 03:00 PM at project • Mos ventosus feugiat blandit turpis vero abigo. accumsan inhibeo dolore populus • Mos in dolor, aliquip illum neo adipiscing iriure. site premises of M/s. A A Friction Materials Pvt. Ltd. for obtaining Environmental praesent. Molior vicis feugiat • Autem verto illum cogo vulputate aliquam velos. valetudo quadrum quidem nisl ea Clearance. The issues raised and Management response is given below. • Consequat nostrud, pneum, ibidem ex. paulatim. Haero ut nutus accum • Ullamcorper quibus, velit distineo oppeto. san melior, plaga cogo esse len

• Consectetuer refero ut nimis vulputate quadrum. eum. Genitus, te vero, eratenim • Delenit proprius foras patria vereor, duis facilisi. exputo letalis tation loquor ex.

EIA report – Chapter 7 7.1

A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

Table No. 7.2.1: PUBLIC HEARING ISSUES AND COMMITMENT OF THE PROJECT PROPONENT S.No. Name of the Issue raised Management Response Time schedule Budgetary Recurrin Reference in Person allocation g cost EIA report 1. Sri. Mamchand,  How many labours shall be Total Manpower requirement is 250 ------Refer to Page Fatepur VIllage engaged in the factory? including both Direct & Indirect No. 8.1 of employment. Chapter # 8 of EIA report 2. Sri. Rajesh, VOP,  From where the labours Will be from nearby villages on basis of ------Refer to Page Nawada shall come in the availability of qualification & skill. No. 8.1 of company? Chapter # 8 of EIA report 3. Mr. Satpal –  From where Asbestos is Asbestos Fibre will be sourced & ------Refer to Page VPO Naharpur generated and purchased? purchased from Khazakisthan, Russia. No. 2.11 of Chapter # 2 of EIA report 4. Mr. Vinod  What company will do for Health check up will be carried out for all Within Rs.19 Lakhs Rs.2 Refer to Page S/o. Sh. Rampal – the nearby Villagers and employees in the company every year. 1 year Lakh No. 8.2 of Bhamgrola employees? Socio economic developmental activities Chapter # 8 of will be carried out in the nearby villages EIA report under CER which includes construction of Toilets under swachh Bharat, Providing RO plant, skill developmental activities. 5. Mr. Shakti  How Asbestos will be No manual handling or opening of ------Refer to Page Singh (RO) - PCB handled on initial stage fibre bag will be envisaged. Fibre bags No. 2.13 of South Gurgaon will be mechanically lifted and kept in Chapter # 2 of closed storage room. Whenever EIA report required, Fibre bags will be mechanically lifted from storage room and then will be transferred to conveyor belt to fully automatic opening bag opener machine. Empty bags are automatically

EIA report – Chapter 7 7.2

A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

transferred from opener machine to shredder, where bags will be trimmed and will be reused in the manufacturing process. 6. Mr. Shakti  What provisions shall be For control of fugitive emissions, hoods Rs. 60 Lakhs Singh (RO) - PCB provided for grinding will be provided at grinding section will Implemented is Refer to Page South Gurgaon section and heat moulding be channelized to bag filters. parallel with earmarked Rs. 8 No. 10.16 of section where you are also For control of emissions from Heat implementation for Air Lakhs / Chapter # 10 providing fume extraction moulding section Wet scrubber will be of the proposed Emission Annum of EIA report section? provided. project Management

7. Mr. Shakti  Asked to give assurance Management has assured that whenever Rs. 60 Lakhs Singh (RO) -PCB that there will be technical APCS fails, the raw material feed to the Implemented is South Gurgaon locking that Air Pollution machinery will be stopped through an Refer to Page parallel with earmarked Rs. 8 Control System will also interlocking system. After rectification of No. 10.16 of implementation for Air Lakhs / start working APCS, the process will be restarted. Chapter # 10 of the proposed Emission Annum simultaneously as soon as of EIA report project Management plant will process will

start?  How you will manage the It will be chemical alkali based wet Rs. 7 Lakhs is Implemented waste water generated scrubber and small quantity of waste earmarked Refer to Page parallel with Rs. 2 from Wet Scrubber? water generated will be will be recycled. for Air No. 10.16 of implementation Lakhs / The residue generated from Scrubber will Emission Chapter # 10 of the proposed Annum be disposed off at TSDF. Management of EIA report project

8. Mr. RK Singh –  Even after taking all There will not be any escape of Asbestos ------Refer to Page Additional Deputy appropriate action in case Fibre / dust into the Atmosphere as the No. 2.13 of Commissioner, there occurs any release of entire operations are carried out in Chapter # 2 of Gurugram Asbestos in the covered conditions. EIA report environment and any workers / person get affected by it then what other measures shall be taken? EIA report – Chapter 7 7.3

A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

 What will be the area of There will not be any escape of Asbestos ------Refer to Page dispersion of Asbestos Fibre / dust into the Atmosphere as the No. 2.13 of which shall be covered entire operations are carried out in Chapter # 2 of under Public Liability covered conditions. EIA report Insurance Act, 1991.  How it will be ensured that The company will get the insurance done ------PLI will be carried out by under PLI Act and the documents of the the company or not? same shall be submitted to HSPCB. Further, periodic compliances will be submitted to MoEF&CC / HSPCB.

EIA report – Chapter 7 7.4

A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

7.3 RISK ASSESSMENT [Spec. ToR # 9 & Gen.ToR # 7 (xiii)]

7.3.1 INTRODUCTION Risk analysis deals with the identification and quantification of risks, the plant equivalent and personnel are exposed to, due to accidents resulting from the hazards present in the factory. Hazard analysis involves the identification and quantification of the various hazards that are likely to occur in the factory.

Both hazard and risk analysis very extensive studies, and require a very detailed design and engineering information.

The various hazard analysis techniques that may be applied are Hazard and Operability (HAZOP) studies, Fault - Tree Analysis (FTA), event –tree analysis and, failure and effects mode analysis.

Risk analysis follows an extensive hazard analysis. It involves the identification and assessment of risks the neighboring populations are exposed to as result of hazard present. This requires a through knowledge of failure probability, credible accident scenario, vulnerability of populations etc. Much of this information is difficult to get or generate. Consequently, the risk analysis is often confined to maximum creditable accident studies.

7.3.2 SCOPE OF THE STUDY The scope of study includes the study of proposed operations, storage and handling of raw materials with respect to Hazard Identification. Risk Assessment and preparation of Disaster Management plan. Based on the Hazard Identification and analysis, the major disaster scenarios would be worked out to estimate the consequence of failure. A Disaster Management Plan (DMP) would also be evolved to meet the emergency situation including the occupational health and safety.

7.3.3 FIRE PROTECTION SYSTEM The following Fire Protection systems will be provided in the proposed plant.

. Portable extinguisher such as pressurized water type, carbon dioxide type and foam type is located at strategic locations throughout the plant.

7-5 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

7.3.4 METHODOLOGY OF MCA ANALYSIS The MCA Analysis involved ordering and ranking of various sections in terms of potential vulnerability. The following steps were involved in MCA Analysis.

 Preparation of an inventory of major storages and rank them on the basis of their hazard properties.  Identification of potentially hazardous storage sections and representative failure cases from the vessels and the pipelines.  Visualization of chemical release scenarios.  Effect and damage calculation from the release cases through mathematical modeling.  Inventory Analysis and Fire & Explosion and Toxicity Index (FETI) are the two techniques employed for hazard identification process.

7.3.5 FIRE & EXPLOSION AND TOXICITY INDEX The role of Fire & Explosion Index (FEI) aids quantitative hazard identification. The FEI is calculated by evaluating the loss potential of all the units in the storage area and the hazardous areas were classified accordingly. The role of FEI is

 Identification of the equipment/areas that could likely contribute to the creation or escalation of incident and relatively rank the incidents.  Quantification of the expected damage of potential fire and explosion incidents.  Preparation of guidelines for mitigating fire hazards.

The loss potential which could actually be experienced under the most adverse operating conditions is quantitatively evaluated. The FEI is used for any operation in which a flammable, combustible or reactive material is stored, handled or processed.

FEI = MF * GPH * SPH Where MF: Material factor GPH: General Process Hazard SPH: Special Process Hazard

7-6 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

TOXICITY INDEX The Toxicity Index is calculated using the Nh, Ts, GPH and SPH. TI is calculated by the following formula. (Nh + Ts) * (1 + GPH + SPH) TI = ------100

TABLE 7.3.1: FIRE EXPLOSION AND TOXICITY INDEX Sr. No. Chemical/ Total Capacity F&EI Category TI Category Fuel (L) 1 HSD 12 x 200 Ltrs 3.1 Light Nil ---

7.3.6 ASSESSMENT OF RISK AT M/s. A A FRICTION MATERIALS PVT. LTD. [Gen.ToR # 3 (ix)]

Although asbestos industry will not cause any disastrous emergencies, control measures due to accidental discharge, spillages of asbestos. Type of Hazardous / Non-hazardous materials stored in the plant are shown in Table 7.1. Based on the storage inventory the following areas are identified as potential safety risk areas are shown in table 7.1.

TABLE 7.3.2: TYPE OF HAZARDOUS / NON-HAZARDOUS MATERIALS STORAGE & HANDLING

[Gen.ToR # 3 (v)]

S. Name of raw Daily Max. Quantity to Category Handling No. material Consumption be stored in (in Kg) plant (Capacity in Kg) 1 Asbestos 11500 80,500 Hazardous Packed in HDPE bags and for 7 Days no manual handling. 2 Friction Dust - - Hazardous All bags should be printed with the pictorial warning sign and precautionary notice as 3 Resin 1300 9100 Non- --- for 7 Days hazardous 4 Nitrile Butyl 2500 17500 Non- --- Rubber (NBR) for 7 Days hazardous 5 Other 7600 53200 Non- --- for 7 Days hazardous 6 Thermic Fluid 600 Ltrs 12 x 200 Ltrs Flammable Stored in HDPE drums Material safety data sheets are enclosed as ANNEXURE - 8.

7-7 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No. - 5, Sector-7, IMT Manesar, Gurgaon, Haryana Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 7

TABLE 7.3.3: POSSIBLE RISKS FROM THE PROPOSED PROJECT S. No. Type of Hazard Source of Hazard Mitigation measures 1. Fugitive emission Asbestos dust exposure Manual handling of asbestos will be During storage and restricted. handling process Vacuum cleaning, wet mopping, sealing, re- bagging. 2 Fire/ Explosion Leakage of oil from DG Fire extinguisher of small size and big size sets and thermic oil from are provided at all potential fire hazard thermic fluid heater. places. In addition to the above, fire hydrant network is also provided. 3 Mechanical Spark to the mechanical Periodic replacement of critical components Failure equipment’s can cause of machine. Sign danger at the hazard fire places. 4 Thermal Open flame from The area associated with thermal will be Thermic Fluid heater and restricted. hot machinery can cause Operators in the thermal hazard like using burning. thermic fluid heater area will be provided with protective gears like gloves, goggles etc.

7.3.7 RISK & CONSEQUENCE ANALYSIS OF FIRE The principle objective of this study is to identify the potential hazards estimate the effects of hazards to people both within and outside the plant premises.

 Identification of possible failure cases of the facilities which might affect the population and property within the plant boundary.  Assessment of consequential effect on surrounding population, property etc., due to onset of such failures.  Suggest recommendations based on consequence analysis relevant to the situations.

7.3.7.1 METHODOLOGY The hazards expected from this plant include the pool fire situation due to the leakage of HSD from the storage tanks. The requirement of HSD will be very small quantity & stored in HDPE drums. The most credible failure is due to the rupture of the pipe connecting the storage tank. The worst case can be assumed as when the entire contents leak out into the dyke forming a pool, which may catch fire after getting source of ignition.

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TABLE 7.3.4: SCENARIOS CONSIDERED FOR MCA ANALYSIS Sr. No. Fuel/Chemical Total Quantity Scenarios Considered 1. Failure of HSD tanks 12 x 200 L Pool fire

LDO & FO STORAGE TANK - POOL FIRE SCENARIO The maximum quantity of HSD stored at site will be 12 x 200 L capacity respectively. In the event of oil spillage through a small leakage or due to rupture of pipeline connecting the tank fire will follow after getting ignition source. As the tanks are provided with dyke, the fire will be confined within the dyke. Threshold limit for first degree burns is 4.5 kw/m2. Based on these results it may be concluded that the vulnerable zone in which the thermal fluxes above the threshold limit for first degree burns (4.5 kw/m2) is restricted to 6 m.

The hazard distances for various radiation intensities are shown in table 7.2.

TABLE 7.3.5: HAZARD DISTANCES (Four Tanks on fire - scenario) HSD Quantity: 12 x 200 L Radiation intensity Hazard Distances 37.5 kw/m2 (100% lethality) 1 m 25.0 kw/m2 (50% lethality) 2 m 12.5 kw/m2 (1% lethality) 4 m 4.5 kw/m2 (1st degree burns) 6 m

The hazard distances for Thermal radiation are confined to the plant premises only. Hence there will not be any thermal radiation impact on outside the population due to the pool fire scenario. The thick green belt to be developed will help to further mitigate the radiation intensity level outside plant boundary.

7.4 DISASTER MANAGEMENT PLAN 7.4.1 DISASTERS A disaster is catastrophic situation in which suddenly, people are plunged into helplessness and suffering and as a result, need protection, clothing, shelter, medical and social care and other necessities of life.

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Disasters can be divided into two main groups. In the first, are Disasters resulting from natural phenomena like earthquakes, volcanic eruptions, cyclones, tropical storms, floods, avalanches, landslides etc. The second group includes disastrous events occasioned by man, or by man's impact upon the environment. Examples are industrial accidents, radiation accidents, factory fires, explosions and escape of toxic gases or chemical substances, river pollution, mining or other structural collapses, air, sea, rail and road transport accidents and can reach catastrophic dimensions in terms of human loss.

There can be no set criteria for assessing the gravity of a disaster in the abstract it depends to a large extent on the physical, economic and social environment in which it occurs. What would be considered a major disaster in developing country, will be equipped to cope with the problems involved, and may not mean more than temporary emergency elsewhere. However all disasters bring in their wake similar consequences that call for immediate action, whether at the local, national or international level, for the rescue and relief of the victims. This includes the search for the dead and injured, medical and social care, removal of the debris, the provision of temporary shelter for the homeless food, clothing and medical supplies, and the rapid re-establishment of essential services.

7.4.2 OBJECTIVES OF DISASTER MANAGEMENT OF PLAN The Disaster Management Plan is aimed to ensure safety of life, protection of environment, protection of installation, restoration of production and salvage operations in this same order of priorities. For effective implementation of Disaster Management Plan, it will be widely circulated and personnel training through rehearsals.

The Disaster Management Plan would reflect the probable consequential severity of undesired event due to deteriorating conditions or through knock on effects. Further the management should be able to demonstrate that their assessment of the consequences uses good supporting evidence and based on currently available and reliable information, incident data from internal and external sources and if necessary the reports of outside agencies.

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To tackle the consequences of a major emergency inside the factory or immediate vicinity of the factory, a Disaster Management Plan has to be formulated and this planned emergency is called Disaster Management Plan.

The objective of the Industrial Disaster Management Plan is to make use of the combined resources of the Plant and the outside services to achieve the following:  Minimize damage to property and the environment.  Effect the rescue and medical treatment of causalities.  Provide for the needs of relatives.  Provide authoritative information to news media.  Secure the safe rehabilitation of affected areas.  Safeguard other people.

Initially contain and then ultimately bring the situation under the control. Preserve subsequent records and equipment for subsequent enquiry the cause and circumstances leading to emergency.

7.4.3 EMERGENCIES 7.4.3 1 GENERAL, INDUSTRIAL, EMERGENCIES The emergencies that could be envisaged in the Plant are as follows:  Contamination of food / water.  Sabotage / social disorder.  Structural failures.  Slow isolated fires.

7.4.3.2 SPECIFIC EMERGENCIES ANTICIPATED During the study of risk assessment, the probabilities of occurrence of hazards are worked out along with the nature of damage. This is the reason why one should study risk assessment in conjunction with DMP.

7.4.3.3 EMERGENCY ORGANISATION It is recommended to setup an Emergency Organization. A senior executive who has control over the affairs of the Plant would be heading the Emergency Organization. He would be designated as

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Site Controller. In the case of stores, utilities, open areas which are the not under the control of production heads, executive responsible for maintenance of utilities would be designated as Incident Controller. All the Incident Controllers would be reporting to the site controller.

Each Incident Controller for him organizes a team responsible for controlling the incident with the personnel under his control. Shift in-charge would be the reporting Officer, who would bring the incident to the notice of the Incident Controller and the Site Controller. Emergency Coordinators would be appointed who would undertake the responsibilities like fire fighting, rescue, rehabilitation, transport and support services. For this purposes, Security in-charge, Personal Department, Essential services personnel would be engaged. All these personnel would be designated as key personnel.

In each shift, electrical supervisor, electrical fitters, pump house in charge and other maintenance staff would be drafted for emergency operations. In the event of Power communication system failure, some of staff members in the office/ Plant offices would be drafted and their services would be utilised as messengers for quick passing of communications. All these personnel would be declared as essential personnel.

7.4.3.4 EMERGENCY COMMUNICATION Whoever notices an emergency situation such as fire, growth of fire, leakage etc. would inform his immediate superior and Emergency Control Center. The person on duty in the Emergency Control Centre would appraise the site controller. Site controller verifies the situation from the Incident Controller of that area or the shift in charge and takes a decision about implementing on Site Emergency. This would be communicated to all the Incident Controllers, Emergency Coordinators. Simultaneously, the emergency warning system would be activated on the instructions of the Site Controller.

7.4.3.5. EMERGENCY RESPONSIBILITIES The responsibilities of the key personnel are appended below

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7.4.3.5.1 SITE CONTROLLER On receiving information about emergency he would rush to Emergency Control Centre and take charge of ECC and the situation and assesses the magnitude of the situation on the advice of incident controller and decides.  Whether affected area needs to be evacuated.  Whether personnel who are at assembly points need to be evacuated.  Declares Emergency and orders for operation of emergency siren.  Organizes announcement by public address system about location of emergency.  Assesses which areas are likely to be affected, or need to be evacuated or to be altered.  Maintains a continuous review of possible development and assesses the situation in consultation with Incident Controller and other key personnel whether shutting down the Plant or any section of the Plant required and if evacuation of persons is required.  Directs personnel of rescue, rehabilitation, transport, fire brigade, medical and other designated mutual support systems locally available for meeting emergencies.  Controls evacuation of affected areas, if the situation is likely to go out of control or effects are likely to go beyond the premises of the factory, informs to District Emergency Authority, Police, and Hospital and seeks their intervention and help.  Informs Inspector of factories, Deputy Chief Inspector of factories, TSPCB and other statutory authorities.  Gives public statement if necessary.  Keeps record of chronological events and prepares an investigation report and preserves evidences.

On completion of onsite Emergency and restoration of normalcy, declares all clear And orders for all clear signal.

7.4.3.5.2 INCIDENT CONTROLLER  Assembles the incident control team.  Directs operations within the affected areas with the priorities for safety to personnel minimize damage to the Plant, property and environment and minimize the loss of materials.

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 Directs the shutting down and evacuation of Plant and areas likely to be adversely affected by the emergency.  Ensures that all-key personnel help is sought.  Provides advice and information to the Fire and Security officer and the local Fire Services as and when they arrive.  Ensures that all non-essential workers / staff of the effected areas evacuated to the appropriate assembly points and the areas are searched for causalities.  Has regard to the need for preservation of evidence so as to facilitate any enquiry into the cause and circumstances, which caused or escalated the emergency.  Coordination on with emergency services at the site.  Provides tools and safety equipments to the team members.  Keeps in touch with the team and advice them regarding the method of control to be used.  Keep the site Controller of Emergency informed of the progress made.

7.4.3.5.3 EMERGENCY COORDINATOR - RESCUE, FIRE FIGHTING - On knowing about emergency, rushes to Emergency Control Centre. - Helps the incident controller in containment of the emergency. - Ensure fire pumps in operating conditions and instructs pump house operator to be ready for any emergency. - Guides the firefighting crew i.e. Firemen trained Plant personnel and security staff. - Organizes shifting the firefighting facilities to the emergency site, if required. - Takes guidance of the Incident Controller for firefighting as well as assesses the requirements of outside help. - Arranges to control the traffic at the gate and the incident area / directs the security staff to the incident site to take part in the emergency operations under his guidance and supervision. - Evacuates the people in the Plant or in the nearby areas as advised by site controller. - Searches for casualties and arranges proper aid for them. - Assembles search and evacuation team. - Arranges for safety equipment for the members of his team.

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- Decides which paths the evacuated workers should follow. - Maintains law and order in the area, and if necessary seeks the help of police.

7.4.3.5.4 EMERGENCY COORDINATOR - MEDICAL, MUTUAL AID, REHABILITATION, TRANSPORT AND COMMUNICATION  The event of failure of electric supply and there by internal telephone, sets up communication point and establishes contact with the Emergency Control Center (ECC).  Organizes medical treatment to the injured and if necessary will shift the injured to nearby hospitals.  Mobilizes extra medical help from outside, if necessary  Keeps a list of qualified first abiders of the factory and seek their assistance.  Maintains first aid and medical emergency requirements.  Makes sure that all safety equipment are made available to the emergency team.  Assists Site Controller with necessary data and to coordinate the emergency activities.  Assists Site Controller in updating emergency plan.  Maintains liaison with Civil Administration.  Ensure availability of canteen facilities and maintenance of rehabilitation centre.  He will be in liaison with Site Controller / Incident Controller.  Ensures availability of necessary cash for rescue / rehabilitation and emergency expenditure.  Controls rehabilitation of affected areas on discontinuation of emergency.  Makes available diesel petrol for transport vehicles engaged in emergency operation.

7.4.3.5.5 EMERGENCY COORDINATOR – ESSENTIAL SERVICES He would assist Site Controller and Incident Controller  Maintains essential services like Diesel Generator, Water, Fire Water, Compressed Air / Instrument Air, Power Supply for lighting.  He would plan alternate facilities in the event of Power failure, to maintain essential services such as lighting, etc.  He would organize separate electrical connections for all utilities and during emergency be coordinates that the essential services and utilities are not affected.

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 Gives necessary instructions regarding emergency electrical supply, isolation of certain sections etc to shift in charge and electricians.  Ensure availability of adequate quantities of protective equipment and other emergency materials, spares etc.

7.4.3.5.6 GENERAL RESPONSIBILITIES OF EMPLOYEES DURING AN EMERGENCY During an emergency, it becomes more enhanced and pronounced when an emergency warning is raised, the workers if they are in charge of process equipment should adopt safe and emergency shut down and attend any prescribed duty as an essential employee. If no such responsibility is assigned, he should adopt a safe course to assembly point and await instructions. He should not resort to spread panic. On the other hand, he must assist emergency personnel towards objectives of DMP.

7.4. 3.6. EMERGENCY FACILITIES 7.4.3.6.1 EMERGENCY CONTROL CENTRE For the time being office block is identified as Emergency control centre. It would have external Telephone & Fax facility. All the Incident controller officers, senior personnel would be located here. The following information and equipment are to be provided at the Emergency control centre (ECC). - Intercom, telephone - P&T telephone - Gas tight goggles / gloves / helmets - Factory layout, site plan - Emergency lamp / torchlight - Plan indicating locations of hazard inventories, Plant control room, sources of safety equipment, work road plan, assembly points, rescue location vulnerable zones, escape routes. - Hazard chart - Hand tools, wind direction, wind velocity indications - Public Address Megaphone, Hand bell, Telephone directories (Internal, P&T) - Address with telephone numbers and key personnel, Emergency coordinator.

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- Important addresses, telephone numbers such as experts from outside, government agencies neighboring industries etc. - Emergency shut down procedures. - Nominal roll of employees.

7.4.3.6.2 EMERGENCY POWER SUPPLY Plant facilities would be connected to Diesel Generator and would be placed in auto mode.

7.4.3.6.3 FIRE FIGHTING FACILITIES First Aid Fire fighting equipment suitable for emergency should be maintained as per statutory requirements per TAC Regulations. Since the proposed manufacturing process is wet process & asbestos has got high insulation property, possibility of fire hazard is negligible.

7.4.3.6.4 LOCATION OF WIND SOCK On the top of administrative block wind socks are installed to indicate direction of wind during emergency period.

7.4.3.6.5 EMERGENCY MEDICAL FACILITIES Gas masks and general first aid materials for dealing with chemical burns, fire burns etc. would be maintained in the medical centre as well as in the emergency control room. The project site is located in IMT Manesar. ESIC hospital is situated within the IMT Manesar and will be approached for emergency help. Apart from Plant first aid facilities, external facilities would be augmented. Names of Medical Personnel, Medical facilities in the nearby Hospital would be prepared and updated. Necessary specific medicines for emergency treatment of Burns patients and for those affected by toxicity would be maintained. Breathing apparatus and other emergency medical equipment would be provided and maintained. The help of nearby industrial managements in this regard would be taken on mutual support basis.

7.4.3.7 EMERGENCY ACTIONS 7.4.3.7.1 EMERGENCY WARNING Communication of emergency would be made familiar to the personnel inside the plant and people outside. An emergency warning system would be established.

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7.4.3.7.2 EMERGENCY SHUTDOWN There are number of facilities which can be provided to help in dealing with hazard conditions. The suggested arrangements are # Stop feed # Deluge contents # Transfer contents

7.4.3.7.3 EVACUATION OF PERSONNEL The area would have adequate number of exits and staircases. In the event of an emergency, unconnected personnel have to escape to assembly point. Operators have to take emergency shutdown procedure and escape. Time office maintains a copy of deployment of employees in each shift at Emergency Communication Centre. If necessary, persons can be evacuated by rescue teams.

7.4.3.7.4 ALL CLEAR SIGNAL At the end of emergency, after discussing with Incident Controllers and Emergency Coordinators, the site controller orders an all clear signal.

7.5 OCCUPATIONAL HEALTH AND SURVEILLANCE [Spec. ToR # 10 & Gen.ToR # 8 (iv)]

Large industries where multifarious activities are involved during construction, erection, testing, commissioning, operation and maintenance, the men, materials and machines are the basic inputs. Along with the booms, the industrialization generally brings several problems like occupational health and safety.

7.5.1 OCCUPATIONAL HEALTH MEASURES FOR THE ABATEMENT OF OCCUPATIONAL HAZARDS (EXPOSURE TO DUST) Occupational hazards due to Asbestos based product Plant does not pose a major danger to the surrounding environment in general, but it has impact on the health of the workers who are in the exposure of asbestos fibre dust generated during fibre handling or related process operations for a long term. The following precautionary measures have been adopted for the safety at work place keeping in view day-to-day occupational hazards encountered.

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OCCUPATIONAL SAFETY  All working places will have safe means of access, safe working platform and exit. Persons working in hazardous dust prone area will be provided with dust mask.  All personnel safety equipment, like, respirator, gloves, helmet, goggles & earmuffs will be stored in assigned places & will be easily accessible.

IDENTIFICATION OF OCCUPATIONAL HEALTH HAZARDS Natural Hazard:  Earthquake  Flooding

Man Made Hazard:  Fire - Chemicals - Short circuiting - Thermic Fluid Heater - Oil storage - Leakage from process

 Mechanical/ Accident - Raw material Handling - Equipment area - Transportation

 Thermal - Thermic Fluid Heater

 Fugitive Emission - Exposure to Asbestos

 The fully automatic bag opening device with bag shredder completely avoids manual handling of either loose fibre or fibre bag. The shredded particles of the woven sack will be utilized in the process. The whole bag opening and shredding operations are enclosed and are maintained under negative pressure with the help of bag filters and a centrifugal fan.

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The bag filter collections are conveyed back into the storage chest with the help of Air Lock rotary valves and screw conveyor.

 All the leaking points will be closed properly and periodically the chest will be carried to avoid any spillage of fibre. The surface of screw conveyor and bucket elevators will also be connected to dust collector.

 Regular vacuum cleaning will be carried out at all the fibre handling section.

 Prior to working with chemicals, workers are trained on its proper handling & storage and its MSDS.

 An Environment, Health and Safety (EHS) Manager will be present and handles all the safety issues related to man, machine & materials.

A comprehensive pre-employment Medical examination will be carried out, which include a complete history of the personnel's health and respiratory system. Training programs will be arranged for Employees in health and general safety. Health Insurance coverage will be provided for every worker.

MEDICAL SURVEILLANCE [Spec. ToR # 11 & Gen.ToR # 8 (ii)]

A. Pre-employment Surveillance  Pulmonary Function Test (Spirometry – FVC & FEV1)  Complete Physical Examination  Blood Test  Urine Test  Chest X ray

B. Periodical Medical Surveillance  Pulmonary Function Test(– FVC & FEV1) – Once in a year  Complete Physical Examination – Once in a year  Blood Test – Once in a year  Urine Test – Once in a year

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 Chest X’ ray – Once in 3 years

C. At Cessation – Medical Surveillance  Pulmonary Function Test ( FVC & FEV1) }  Complete Physical Examination } within 5 years  Blood Test } after cessation  Urine Test }  Chest X ray }

PRE-EMPLOYMENT MEDICAL EXAMINATION: a) To determine any condition which would be a contra-indication to Occupational Exposure to Asbestos dust. For example, a worker with markedly reduced lung function than predicated values (FVC and FEV1, percent) and a worker with a gross radiological lung abnormality shall be prevented from joining work entailing potential exposure to asbestos. A worker with chronic bronchitis, bronchiactasis gross cardiac impairment, gross chest wall abnormality, and active or inactive tuberculosis shall not be employed in a place where there is a potential exposure to asbestos dust. Persons below 18 years also shall not be employed; b) To establish baseline records for the future surveillance of the health of workers. c) To educate and advise workers about the risks associated with the exposure to asbestos dust, the preventive measures provided by the employer and the precautions to be taken by the workers. d) To educate and advise workers about the risks associated with the exposure to asbestos dust, the preventive measures provided by the employer and the precautions to be taken by the workers.

PERIODIC MEDICAL EXAMINATION: Periodic medical examination for workers occupationally exposed to asbestos dust shall include the following: A brief medical history, with an emphasis on respiratory system and smoking habits. Periodic medical examination may be conducted more frequently if the occupational physician deems it necessary, based on the findings of the previous medical examination is justified only to confirm a suspected case of asbestos related disease.

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MEDICAL EXAMINATION AFTER MAJOR ILLNESS: To ascertain the impact of illness on respiratory system, detailed history of illness, finding of investigations, and the treatment have had to be recorded, relevant investigations like Chest x- ray and Spirometry.

MEDICAL EXAMINATION AT CESSATION OF EMPLOYMENT Upon the cessation of employment, a full medical evaluation which shall include a review of all medical tests previously done, shall be performed within 30 days of cessation of employment. A decision shall be made whether further follow-up of the health conditions of the worker is advisable, taking into account the duration and level of the past asbestos dust exposure and the health conditions of the worker. If so, the frequency of examinations shall also be recommended.

Follow-up medical examination of the retired workers, who show suspicious signs of asbestos related diseases at the time of retirement, shall be made by the employer according to the decision.

MEDICAL RECORDS Medical examination record shall be maintained in accordance with good medical practice, recognizing the long latent period for asbestos related diseases.

The records shall be maintained and stored for a period of 15 years following the termination of employment, or for 40 years after first day of employment, whichever is later.

Medical records shall include the details of Pre-employment examination, Periodic medical examinations, Medical examination done at other times, if any and the Medical examinations conducted at Cessation of employment and further follow-up examinations, were done.

i. Health Education Every employer shall ensure that all workers (employees) on employment and periodically get education and training in regard to sources of Asbestos dust exposure, Potential health effects, risk associated with asbestos dust exposure, smoking and methods of prevention.

ii. Smoking precautions

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The employer shall apprise the employees of the Synergistic effect on the hazards of smoking Cigarettes, Beedies, Cigars and Occupational exposure to Asbestos

BUDGET ALLOCATED FOR OCCUPATIONAL HEALTH & SAFETY The fund allocation towards Occupational Health & Safety for employees at factory is approx. Rs. 15 Lakhs per Annum.

7.5.2 CONSTRUCTION & ERECTION There will not be any major Construction activities proposed. Hence there will not be any occupational health problems envisaged at this stage.

7.5.3 OPERATION & MAINTENANCE Workers employed in collection, transport or disposal of asbestos waste who may be at risk of exposure to airborne asbestos, have been provided with suitable General protective clothing like  Coveralls or similar full-body work clothing;  Gloves, head coverings, and foot coverings  Welders equipment for eye and face protection  Cylindrical type earplug  Ear plugs  Canister gas masks  Leather apron  Safety belt / line man’s safety belt  Industrial safety shoes with steel toe

SPECIAL PPEs for WORKERS WORKING NEAR HAZARDOUS AREA Regular Process Area - Fibre bag feeding to BOD & BOD V – 20 – W Masks - Moulded goods finishing area Name – Nose mask, cup design with exhalation valve as per IS : 9473 – ‘02 Inhalable dust - <100 µm Thoracic dust – 2.5 to 30 µm Respirable dust – 0.3 to 2.5 µm Maintenance Activity - Bag filter cleaning 3M – 9004 IN - BOD Cleaning Up to 0.1 µm

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General (shop floor) - For nuisance/inert dust Cloth nose mask without filter

7.6 SAFETY PLAN Safety of both men and materials during construction and operation phases is of concern. The preparedness of an industry for the occurrence of possible disasters is known as emergency plan. The disaster in Project is possible due to collapse of structures and fire / explosion etc. The details of firefighting equipment to be installed are given below.  Fire Extinguishers  Fire buckets

Keeping in view the safety requirement during construction, operation and maintenance phases, M/s. A A FRICTION MATERIALS PVT. LTD. has formulated safety policy with the following regulations.

 To take steps to ensure that all known safety factors are taken into account in the design, construction, operation and maintenance of Plants, machinery and equipment.  To allocate sufficient resources to maintain safe and healthy conditions of work.  To ensure that adequate safety instructions are given to all employees.  To provide where ever necessary protective equipment, safety appliances and clothing and to ensure their proper use.  To inform employees about materials, equipment or processes used in the work which are known to be potentially hazardous to health and safety  To keep all operations and methods of work under regular review for making necessary changes from the safety point of view in the light of experience and up to date knowledge.  To provide appropriate facilities for first aid and prompt treatment of injuries and illness at work.  To provide appropriate instructions, training and supervision to employee’s health and safety, first aid and to ensure that adequate publicity is given to these matters.  To ensure proper implementation of fire preventive methods and an appropriate fire fighting service along with training facilities for personnel involved in this service.

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 To publish / notify regulations, instructions and notices in the common language employees.  To prepare separate safety rules for each type of process involved.  To ensure regular safety inspection by a competent person at suitable intervals of all buildings, equipment, work places and operations.

7.6.1 SAFETY ORGANISATION 7.6.1.1 CONSTRUCTION AND ERECTION PHASE There will not any major construction activities proposed.

7.6.1.2 OPERATION & MAINTENANCE PHASE When the construction is completed the posting of safety officers should be in accordance with the requirement of factories act and their duties and responsibilities should be as defined thereof.

7.6.1.3 SAFETY CIRCLE In order to fully develop the capabilities of the employees in identification of hazardous processes and improving safety and health, safety circles would be constituted in each area of work. The circle would consist of 5-6 employees from that area. The circle normally should meet for about an hour every week.

7.6.2 SAFETY TRAINING Safety training will be provided by the safety officers with the assistance of faculty members called from professional safety institutions and universities. In addition to regular employees, safety training will be given to contractor laborers.

To create safety awareness safety films will be shown to workers and leaflets etc. will be distributed. Housekeeping of high standard helps in eliminating the causes of fire and regular fire watching system strengthens fire prevention and firefighting.

7.6.3 HEALTH AND SAFETY MONITORING PLAN All the required personal protective equipment will be given to the workers to prevent them from Mesothalmia, Lung cancer and Asbestosis related problems. Nose mask & protective cloths will be regularly given to concerned workers working in hazardous area. These clothing’s are cleaned with

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vacuum cleaners in a cabin before & end of the workers duty, Separate bathrooms will be provided for washing of cloths. All the potential occupational hazardous work places will be monitored regularly. The health of employees working in these areas will be monitored once in a year.

MONITORING OF ASBESTOS IN WORKING AREAS The following is the asbestos fibre count to be monitored in the following work places Location Type of sample Permissible value Fibre Storage area Static 0.1 Waste storage area Static 0.1 Mixing area Static 0.1

7.6.4 ACTION PLAN FOR THE IMPLEMENTATION OF OHS STANDARDS AS PER OSHAS/USEPA All the OHS standards as per OSHAS / USEPA will be implemented in the proposed project.

7.7 SOCIAL IMPACT ASSESSMENT STUDY [Spec. ToR # 3 & Gen.ToR # 8 (ii)]

The study area covers within a radius of 10 km from the Project site. The socio-economic profile of the study area of 60 Census Villages is presented based on site visits; discussions with the villagers and the secondary data available from various agencies such as Hand Books for Census 2011 is furnished in Pg. No. 3.56 of Chapter # 3 of EIA report.

In view of the fact that the development is an ever growing process, its impact is also ever increasing, leading to rapid deterioration in environmental conditional and human health. Impact assessment thus ensures that the potential problems are foreseen and addressed at an early stage in the projects plant and design. Environment Impact Assessment (EIA) & Social Impact Assessment provides a rational approach to sustainable development.

Social Impact Assessment includes the processes of analysing, monitoring and managing the intended and unintended social consequences, both positive and negative, of planned interventions (policies, programs, plans, and developmental activities) on individual, social groups and community at large and any social change processes invoked by those interventions.

7.7.1 LEGISLATIVE & REGULATORY CONSIDERATIONS According to the Specific TOR point no. iii, in the TOR letter issued by Ministry of Environment,

Forest and Climate Change (MoEF&CC) Vide No J-11011/477/2017-IA II (I) dated 13.10.2017.

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‘’The project proponent should carry out Social Impact Assessment of the project as per the Office Memorandum No. J-11013/25/2014-IA.I dated 11.08.2014 issued by the Ministry regarding guidelines on Environment Sustainability and CSR issues. The Social Impact assessment study so carried should form part of EIA and EMP report’’

Towards the fulfilment of the above TOR, Functional Area Expert and his team has prepared the Social Impact Assessment report

7.7.2 OBJECTIVE The primary objectives of the Social Impact Assessment study are:  Understanding the baseline socio-economic environment obtaining in the impact zone.  Identifying the key stakeholders who are likely to be impacted by the establishment of the proposed project.  Predicting the positive and negative impacts of the project on the socio-economic environment in the area.  Suggesting mitigation measures to minimize the negative impacts.

7.7.3 SCOPE In keeping with its objectives, the scope of the study extends to:  Making a reconnaissance of the villages and human settlements within the 10 km radius from the proposed project site.  Understanding the overall socio-economic profile of the impact area.  Assessing the baseline socio-economic environment prevailing in the impact area focusing the core and buffer zones.  Identifying key economic sectors and major sources of livelihood in the study area.  Understanding social structures and lifestyles of people in the area who are likely to be affected the most by the proposed project.  Assessing physical and social infrastructure facilities accessible to inhabitants in the project impact area.

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 Predicting the likely socio-economic impacts as a consequence of establishing the project.  Suggesting adverse impact mitigation measures in line with the felt needs, aspirations and expectations of the project affected population.  Preparing an appropriate Socio Economic Environment Management Plan.

7.7.4 APPROACH & METHODOLOGY The basic approach for carrying out the SIA is focused on:  Zeroing-in on the project impact area, covering all the villages and other habitations falling within the 10 km radius from the project site.  Collecting basic information with respect to constituent villages in terms of census village code, name of the Tehsil in which a particular village falls, number of households, population level (as per Census 2011) and growth of village population during the last decade, distance from the proposed project site etc.  Identifying critical knowledge/information gaps which impede an objective and reliable assessment of the socio-economic impacts of the project.  Zeroing-in on the data/information to be collected for a fair impact assessment and deciding upon the sources and means to collecting the same.  Identifying the key stakeholders and potential respondents for collecting the required information.  Drawing a sampling frame and sample size specifying villages and number of households to be contacted for primary data/information collection and agencies to be contacted for eliciting information on various aspects relevant to the study.  Assessing the views raised in the Public Hearing and developing a plan (consisting of Cost, Budget, Monitoring and Evaluation) to implement the needs of people as per Public hearing outcome.

Methodology  The Social Impact Assessment (SIA) of the proposed project is relied on a judicious mix of Secondary (i.e. Census 2011, Govt. Dept., Maps and Literature Research) and

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Primary data (i.e. Field survey and Interview / Interactions) collected from different sources.  Various socio-economic aspects considered for impact assessment include livelihoods, relocation and rehabilitation, incomes, employment, skills, education, health and overall lifestyles. The cultural aspects considered are archaeological, historical, religious and aesthetic places of importance, arts and crafts etc.

 The SIA was carried out in the three distinct stage: i. Desktop review / research ii. Field Survey iii. Data Analysis & its interpretation

7.7.5 SOCIO ECONOMIC STUDY AREA The coverage of study extends to all the 60 Census villages and towns falling within the 10 km. radius from the Project Site. The study area is 314 Sq. Km. The land utilisation pattern of the study area shows the dominance of Single Crop land accounting for 63.4 %. The land under human settlement covers an area of 19.782 Sq. Km., which is mere 6.3 % of the total

area.

7.7.6 PROJECT IMPACT ZONES The geographical area for impact assessment extends over 10 Kms. Radius from the project site. To facilitate a more realistic and objective assessment, these villages / towns are categorized into three zones:  Core zone (within 2.0 Kms. Radial distance from the project site)  Buffer zone (> 2 – 5 Kms.)  Transition zone (> 5 – 10 Kms.)

TABLE NO. 7.7.1 THE KEY DEMOGRAPHIC FEATURES OF THE VILLAGES / TOWNS IN THE THREE IMPACT ZONES

Distance Population Direction w.r.t. Total Avg. S.No. Village Name w.r.t. Plant Households Total Male Female SC ST Literacy Plant (in Kms.) (%) Villages within 0 - 2 Kms distance from the project site 1 Baskushla 0.9 NWW 752 3215 1885 1330 554 0 63%

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Distance Population Direction w.r.t. Total Avg. S.No. Village Name w.r.t. Plant Households Total Male Female SC ST Literacy Plant (in Kms.) (%) 2 Kankrola 1.4 N 792 4074 2253 1821 478 0 72% 3 Naharpur Kasan 1.5 NEE 3406 9994 6948 3046 1076 0 76% 4 Khoh 1.6 S 1473 5041 3154 1887 574 0 74% 5 Kasan 1.8 SW 1723 8628 4575 4053 1413 0 67% Sub Total : I 8146 30952 18815 12137 4095 0 70% Villages within 2 - 5 Kms distance from the project site 6 Bhang Rola 2.1 NW 861 4377 2328 2049 731 0 69% 7 Manesar (Rural) 2.5 SE 19500 93158 51159 41999 15104 0 70% 8 Manesar (Urban) 2.5 SE 5074 23448 14381 9067 1774 0 77% 9 Nawada Fatehpur 2.8 NE 873 3775 2078 1697 539 0 71% 10 Dhana 3.0 W 247 1360 699 661 284 0 68% 11 Lakhnola 3.2 NEE 716 3760 1973 1787 887 0 73% 12 Dhorka 3.5 NNW 283 1360 724 636 287 0 73% 13 Meoka 3.6 N 77 467 256 211 393 0 68% 14 Badha 3.8 NE 368 2200 1181 1019 736 0 66% 15 Sehrawan 4.0 SSW 194 933 500 433 74 0 72% 16 Basharia 4.5 NW 333 1555 843 712 232 0 70% Sikandarpur 67% 17 Badha 4.5 NEE 422 2299 1189 1110 475 0 18 Hayatpur 4.7 NE 652 3372 1783 1589 498 0 72% 19 Jhund Sarai Abad 4.8 NW 296 1466 779 687 250 0 71% 20 Jhund Sarai Viran 4.8 NW 97 504 261 243 262 0 63% 21 Nainwal 4.9 SE 179 987 522 465 112 0 69% 22 Wazirpur 4.9 NNW 446 2388 1271 1117 938 0 71% 23 Baslambi 5.0 SWW 493 2685 1431 1254 346 0 74% 24 Kukrola 5.0 SSW 315 1819 932 887 332 0 74% Sub Total : II 31426 151913 84290 67623 24254 0 71% Villages within 5 - 10 Kms distance from the project site 25 Kharkhari 5.2 SWW 341 1907 985 922 507 0 71% 26 Navrangpur 5.3 SEE 499 2504 1307 1197 1005 0 64% 27 Mokalwas 5.5 SW 554 3233 1662 1571 703 0 72% 28 Dhanawas 5.9 NW 243 1283 653 630 195 0 72% 29 Fakharpur 5.9 SW 295 1688 895 793 243 0 71% 30 Baghanki 6 SSE 636 3356 1758 1598 616 0 69% 31 Fazalwas 6 SSW 349 1866 973 893 322 0 73% 32 Shikohpur 6.5 SEE 1205 6293 3282 3011 812 0 70% 33 Tatarpur 6.5 SWW 254 1479 802 677 272 0 74% 34 Bar Gujar 6.7 SEE 206 1535 805 730 52 0 58% 35 Hamirpur 6.8 NNW 31 195 97 98 19 0 81% 36 Harsaru(Part) 6.9 NW 598 3140 1724 1416 604 0 73% 37 Gwaliar 7 SSW 240 1259 657 602 245 0 72% 38 Kherki 7 NEE 316 1648 877 771 229 0 70% Chandla 71% 39 Dungerwas 7.2 SSW 392 1997 1017 980 335 0 40 Patli Hajipur 7.3 NW 783 4070 2117 1953 1161 0 70% Garhi Harsaru 74% 41 (CT) 7.3 NNE 1539 7894 4216 3678 1854 0 42 Babra Bakipur 7.5 NWW 369 1786 928 858 258 0 69%

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Distance Population Direction w.r.t. Total Avg. S.No. Village Name w.r.t. Plant Households Total Male Female SC ST Literacy Plant (in Kms.) (%) 43 Jarola 7.7 NWW 500 2641 1399 1242 453 0 69% 44 Khetawas 7.7 NW 209 1099 570 529 225 0 75% 45 Khawaspur 7.8 NWW 470 2367 1267 1100 285 0 72% 46 Ghausgarh 7.9 SWW 677 3413 1749 1664 885 0 68% 47 Sanpka 8 W 343 1841 946 895 363 0 71% 48 Jamalpur 8.1 W 641 3352 1754 1598 425 0 67% 49 Sakatpur 8.1 SEE 295 1657 880 777 392 0 57% 50 Hassanpur 8.2 E 230 1387 714 673 284 0 67% 51 Binola 8.5 SW 201 834 469 365 40 0 71% 52 Sadhrana 8.8 NNW 552 3083 1627 1456 680 0 70% 53 Gopalpur (Part) 8.9 NEE 32 170 86 84 0 0 84% 54 Kumbhawas 8.9 SWW 211 996 528 468 192 0 64% 55 Darbaripur 9.2 NEE 231 1438 744 694 17 0 71% 56 Gairatpurbas 9.3 SEE 352 2044 1046 998 662 0 57% 57 Tajnagar 9.3 NWW 515 2695 1431 1264 494 0 71% 58 Fazalpur Badli 9.5 NWW 472 2310 1229 1081 263 0 69% Sayyad 9.8 NW 425 2205 1175 1030 194 0 70% 59 Mohamadpur 60 Palra 9.9 E 511 2786 1447 1339 664 0 71% Sub Total : III 15717 83451 43816 39635 15950 0 70% Total 55289 266316 146921 119395 44299 0 71%

It is obvious from the above data that only 5 no. of villages fall in core impact zone, accounting for just 11.6 % of the total population in the study area. 19 no. of villages accounting for 57.1 % of the total population fall in buffer impact zone, while 36 no. of villages accounting for 31.3 % of the total population fall in transition zone.

Given the nature of the project, its socio-economic impacts will be more pronounced on the people inhabiting the core and buffer impact zones rather than on the transition zone. Hence the study focus was more on the socio-economic conditions obtaining among the households in the core and buffer zones.

7.7.7 BASELINE DATA AND ANALYSIS OF SURVEYED VILLAGES 7.7.7.1 Desktop Review / Research A fairly comprehensive desk research to understand the socio-economic setting of the project area was the first initiative towards carrying out SIA. Accordingly, published and unpublished information available on the subject was referred, reviewed and critical information gaps identified by the SIA team.

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It was during this stage, the key stakeholders were identified and study instruments – schedules and checklists – prepared, tested and finalised. Similarly, the sampling frame and sample size were also designed and finalised. The sampling frame for the study consisted of villages, households and District and Tehsil level officials, key informants as also local opinion leaders.

A proportional random sampling technique was followed to select the sample village’s and households. Accordingly, the sample villages were picked up at random from the three impact zones considered – Core, Buffer and Transition. The number of households to be contacted in each sample village was determined on the basis of the size of population of the respective village. In the absence of household level information, the respondent households were selected randomly during the course of visit to the respective village. However, while selecting the respondent households, emphasis was on contacting households, who are economically poor, susceptible to shifts in livelihood patterns and belonged to vulnerable social communities.

To ensure the accuracy of the primary data collected from the study area, all the village specific information was verified from the data of Census 2011 and secondary information collected from various Govt. Dept., Map, Literature etc.

7.7.7.2 FIELD SURVEY Baseline data are collected and prepared by our Team comprising of FAE, Team Members. The study area covers within a radius of 10 km from the proposed Plant site. The 10 km radius study area around the project site comprises of 58 rural villages and 2 urban Villages falls within the study area.

Studying socio-economic environment is necessary to identify the opinion of the Stake holders in the study area.

Discussions / study has been carried out in most of the villages located in all directions with reference to project site by FGD (Focused Group Discussions) in the village starting with Village President & then with Villagers. Socio economic survey has been carried out in study area of 10 Km. radius during October to December 2017 by M/s. Perfact Enviro Solutions

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Pvt. Ltd. and subsequently survey conducted in the month of October 2018 during revalidation of baseline data.

Field Study with the help of Focused Group Discussions Initially a set of Questions in the form of a questionnaire has been prepared consisting of the following; Population, House Holds, Income, Working conditions (Farmers, employment, self- employment, etc.), Sanitation Facilities, Source of Drinking water, Availability of Water, health of the People with specific reference to endemic diseases, Power Availability, transportation and communication, education, environment and any pollution related problems being phased by the stake holders in the study area to evaluate the quality of life of that particular area and general attentiveness of the Villagers about the project.

Socio-economic survey was conducted in the following 4 villages within the study area. S.No. Name of Village 1. Naharpur Kasan 2. Baskushla 3. Manesar 4. Kankrola

Field survey helped in collecting fairly reliable primary data with respect to the major livelihood sources, education, health status, basic amenities and standard of living. It also helped in eliciting information from the natives about the negative environmental impacts of industrial units already existing in the area and the measures initiated by them (industrial units) to mitigate the impacts. The following are few observations during Socio-economic study in 10 Km. Radius.

a) EDUCATION: Observations  The Primary & secondary data reveals that literacy levels in all the villages is varying from 75 to 90 %.  It is observed that several children are being sent to work as child labours for Industrial Units & Residential areas as Domestic help.

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 Most of the people are working in Private Sector, Self Employed. People working in Govt. sector are only 4 to 10 %.  Anganwadi schools are available in most of the villages, Primary & High Schools are available in Manesar, Baskushla, Kankrola Villages.

Suggestions of SE Expert:  There is need to improve the educational status of the stake holders in few Villages in the study area by way of creating awareness among the villagers. Industries may contribute by conducting awareness programs.

b) HEALTH & SANITATION: Observations  The Primary & secondary data reveals that there is Dispensary, Clinic for Asha Workers is available in most of the Villages.  In IMT manesar there is ESIC hospital available and a few Private Hospitals, Clinics are also available.  It is also observed during FGD that there are no endemic diseases prevailing in the area. After Diwali festival a few cases of respiratory ailments have been observed.

Suggestions of SE Expert:  There is a need of Multi-Specialty Hospital in the Study area, currently Multi- Specialty Hospital people need to travel to Gurgaon.  The Govt. need to take initiation to provide the Mobile Health Van facility to the Villages in the District.  All the units in the IMT manesar should come forward and need to conduct Medical Camps, Distribution of Medicines.

c) WATER, SANITATION & INFRASTRUCTURE: Observations  It is observed that some of the Roads to the villages are under construction. Due to Road construction activities in several villages causing discomfort to the villagers.

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 The sanitation facilities are not there for several Anganwadi schools and in some schools where sanitation facilities exist are in very unhygienic condition.  It is observed during FGD, that some of villagers requested for supply of Safe drinking water facility.

Suggestions of SE Expert:  The State Govt. need to provide more plantation all along the Village Roads as there is huge movement of Vehicles towards IMT Manesar.  The State Govt. need to take initiation to provide safe drinking water supply to the near villagers by way of establishing Mineral water plants.  The Industries of the IMT manesar shall develop Rainwater harvesting structures in the villages to augment the Groundwater table.  Sanitation facilities shall be established in the schools by the Management of Industrial Units under CER activity in a phased manner.

d) EMPLOYMENT & SPORTS: Observations  It is observed during FGD, that Unemployment is less in most of the villages as they are working in the existing industries / companies in IMT Manesar.  It is observed during FGD, that villagers have asked to provide the Industrial training to the literate’s youth, to get absorbed in their or other industries.  During FGD it is observed that there is poor awareness among the Sports activities.  During FGD Villagers requested for conduct of Sports events.  It is observed that there is no encouragement for sports. Sports training facilities are also not available in the study area.

Suggestions of SE Expert:  The Company confirms that the Employment will be provided as per the merit and qualification (top priority will be given local villagers).  Govt. need to initiation to conduct the Sports event at various levels (District / Taluk levels).

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 The Industrial units in the IMT Manesar should establish industrial training to literate youth to get absorbed in their or other industries.

7.7.7.3 DATA ANALYSIS & ITS INTERPRETATION The collected Census data has been cross verified with the secondary data available from various agencies such as Census of India and other Government departments of forestry, irrigation etc., and Mandal Development Offices of the relevant government departments.

Population Distribution As per analysis of primary data & secondary data the distribution of population varies from place to place. In the Surveyed villages, Manesar is densely populated village. Average Literacy rate in surveyed villages is 70 %. The avg. sex ratio of surveyed villages is 693. Total household population come out to be 24,450. Average household size is 4.5. The percentage of Male population is 56.4 % and Female population is 43.6 % i.e. no major difference lies between Male and Female count.

TABLE NO. 7.7.2: DEMOGRAPHY OF THE SURVEYED VILLAGES S.No. Village Name Total Population Households Total Male Female SC ST Average Sex Literacy (%) Ratio 1. Baskushla 752 3215 1885 1330 554 0 63% 706 2. Kankrola 792 4074 2253 1821 478 0 72% 808

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S.No. Village Name Total Population Households Total Male Female SC ST Average Sex Literacy (%) Ratio 3. Naharpur Kasan 3406 9994 6948 3046 1076 0 76% 438 4. Manesar 19500 93158 51159 41999 15104 0 70% 821 Total 24450 110441 62245 48196 17212 0 70% 693

Vulnerable Group There are particular groups who, for various reasons, are weak and vulnerable or have traditionally been victims of violations and consequently require special protection for the equal and effective enjoyment of their human rights. Such groups fall into reserve category and the Company has to take special measures to uplift the social strata in this section. The surveyed villages have very less count of Schedule caste fraction i.e. 16 % and Schedule tribe category is not present. The category falling in unreserved category shows the major occupancy in the area i.e. 84 % of the total population.

TABLE NO. 7.7.3: DEMOGRAPHY OF VULNERABLE GROUPS S.No. Village Name Total SC ST Others 1 Baskushla 3215 554 0 2661 2 Kankrola 4074 478 0 3596 3 Naharpur Kasan 9994 1076 0 8918 4 Manesar 93158 15104 0 78054 Total 110441 17212 0 93229

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Literacy level Literacy denotes progress of a nation as a whole. The “multiplier effect” of literacy empowers people, enables them to participate fully in society and contributes to improve livelihoods. Literacy is also a driver for sustainable development in that it enables greater participation in the labour market; improved child and family health and nutrition; reduces poverty and expands life opportunities. In the surveyed villages male literacy is greater than female literacy rate. The Company will make efforts in order to fill the lacunae and indirectly contribute to the progress of the nation. As per the study, the literacy rate (70.3%) is average in the surveyed villages education awareness & education facilities are adequate so there is a need to create some more awareness. From the survey it is clear that the literacy rate of female (34.1%) is lower as compared to male population (65.9 %). Male and female literacy rate of villages vary from place to place. On whole, female literacy level has to be enhanced to provide a balance in the society and pace towards economic progress of the area.

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TABLE NO. 7.7.4: LITERACY RATE IN THE SURVEYED VILLAGES Total Male Female Total Literacy Male Female S.No. Name of Vilage Literate Literacy Literacy Pop. Rate Literacy Literacy Population Rate rate 1 Baskushla 3215 2025 63.0% 1333 65.8% 692 34.2% 2 Kankrola 4074 2916 71.6% 1758 60.3% 1158 39.7% 3 Naharpur Kasan 9994 7637 76.4% 5830 76.3% 1807 23.7% 4 Manesar 93158 65509 70.3% 40145 61.3% 25364 38.7% Total / Average 110441 78087 70.3% 49066 65.9% 29021 34.1%

Economic Activities The economy of an area is defined by the occupational pattern and income level of the people in the area. The occupational structure of residents in the study area is studied with reference to work category. The population is divided occupation wise into three categories, viz., main workers, marginal workers and non-workers. The workers include cultivators, agricultural labourers, those engaged in household industry and other services. While the marginal workers are those workers, engaged in some work for a period of less than 160 days per year. The non-workers include those engaged in unpaid household duties, students, retired persons, dependents, beggars, vagrants etc. besides institutional inmates or all other non-workers who do not fall under the above categories.

The percentage of total working population and non-working population is 87.1 % and 12.9 % respectively in the study area.

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TABLE NO. 7.7.5: WORK FORCE OF THE SURVEYED VILLAGES Total Total Main Marginal Non S.No. Name of Villages Pop. Workers Workers Worker Workers 1 Baskushla 3215 1194 1140 13 54 2 Kankrola 4074 1638 1511 341 127 3 Naharpur Kasan 9994 5932 5170 64 762 4 Manesar 93158 33781 28418 299 5363 Total 110441 42545 36239 717 6306

It is evident from the above on the basis of information obtained from surveyed villages that the percentage of total working population is high and dependent population is low. This indicator shows that the economic condition in the area is good. The livelihood opportunities are high due to more Industrial & commercial activities in the study area to improve their economic status and fulfil basic needs. M/s. A A FRICTION MATERIALS PVT. LTD. will provide some direct employment to the local people based on the qualification and will also provide training opportunity for self-employment generation.

7.8 R & R ACTION PLAN No Rehabilitation & Resettlement Action Plan has been envisaged as the proposed project will be taken up IMT Manesar, Gurugram which was developed by HSIIDC for Industrial, Commercial & residential purposes.

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CHAPTER – 8 PROJECT BENEFITS CUSTOM SOLUTIONS Opes sed nonummy tation 8.1 PHYSICAL INFRASTRUCTURE augue pecus. Venio regula ea fatua incassum. Nisl quia et The project site is situated in IMT Manesar, which was developed by HSIIDC for Industrial, aliquip, scisco roto minim ali quip macto duis. Wisi regula eum Commercial & residential activities. Due to this infrastructure facilities like communication consectetuer ut mos tamen enim, systems were improved for the nearby Villages. aliquip feugait regula. Ut amet opes ideo gemino et tinci dunt humo sed ut, macto, meus. 8.2 SOCIAL INFRASTRUCTURE With the implementation of the proposed plant, the socio-economic status of the local people will improve substantially.

TECHNOLOGY CONSULTIN G 8.3 EMPLOYMENT POTENTIAL [Gen.TOR # 3 (vii)] PROVIDES A TOTAL END TO END S OLUTION. WEB SOLUTIONS The proposed plant creates employment to 50 people during erection / installation and Opes sed nonummy tation verto 250people during operation of the proposed project. augue pecus. Venio regula ea vel APPLICATION MANAGEMENT fatua incassum. Nisl quia et aliquip, Man Power Proposed (in Nos.) scisco roto minim aliquip macto Staff 50 Vul putate iaceo, volutpat duis. Wisi regula eum consectetuer eum mara ut accumsan nut. Aliquip exputo abluo, Labour 200 ut mos tamen enim, aliquip feugait aliquam suscipit euismod te Total 250 regula. Ut amet opes ideo gemino tristique volutpat immitto vocoIbidem abbas molior, minim facilisi, olim eros. qui, et tincidunt humo sed ut. fere, paratus foras tation te 8.4 SOCIO-ECONOMIC DEVELOPMENTAL ACTIVITIES PROPOSED [Gen.TOR # 11(i)] neo eu, usitas.

[CORPORATE ENVIRONMENT RESPONSIBILITY] Torqueo, qui lorem ipso utinam immitto vero sino. A A FRICTION MATERIALS PVT. LTD. will be actively contribute to improve the Socio- Appellatio, rusticus decet economic conditions of the area by providing assistance for local persons preferable from amet allapa facilisis feugait typicus abbas ut valde. Ne the nearby villages. nisl macto oppeto, et, velit EBUSINE SS esse foras sin aptentillum. SOLUTIONS Details of expenditure for Corporate Environment Responsibility (CER) activities Enim iriure accumsan epulae • Mos ventosus feugiat blandit turpis vero abigo. accumsan inhibeo dolore populus Total cost of the proposed project : Rs. 9.5 Crores • Mos in dolor, aliquip illum neo adipiscing iriure. praesent. Molior vicis feugiat • Autem verto illum cogo vulputate aliquam velos. Total CER Budget Worked out to : Rs. 19 Lakhs valetudo quadrum quidem nisl ea • Consequat nostrud, pneum, ibidem ex. paulatim. Haero ut nutus accum Expenditure earmarked towards CER (As per Ministry’s Office Memorandum vide F.No. 22- • Ullamcorper quibus, velit distineo oppeto. san melior, plaga cogo esse len • Consectetuer refero ut nimis vulputate quadrum. eum. Genitus, te vero, eratenim 65/2017-IA.III dated 1st May 2018) • Delenit proprius foras patria vereor, duis facilisi. exputo letalis tation loquor ex.

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Project Cost Slab for Green field project CER Amount (%) (Rs in Lakhs) ≤ 100 Crores 2.0 % 19 Total CER Budget 19

Table No. 8.4.1: DETAILED ACTIVITY WISE EXPENDITURE FOR CER

S.No. Major Activity Heads End of 1st year (Rs. In Lakhs) A Based on Social Impact Assessment (SIA) 1 for Health of the community 5.0 (Construction of Toilets in Govt. High school, Kankrola Village – 2 nos. @ Rs.2.5 Lakhs) 2 For Skill development 4.5 Providing required Tools & machines for carpentry, Tailoring, etc. 3 for Education & Sports 2.5 a. Providing computers in Govt. Girls Sr. Secondary School, Kasan Village – 10 nos. @ Rs.20,000/- (Rs. 2 Lakhs). b. Providing Sport kits – Rs. 50,000/- 5 Greenbelt development outside the Plant Boundary & 0.5 in the Villages of Kasan, Kankrola & Naharpur 6 Providing Mineral Water Plant in Kasan Village 4.5 B Based on Public Consultation 1 Conducting Medical Camps for nearby Village 2.0 Total 19.0

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CHAPTER – 9 CUSTOM SOLUTIONS Environmental Cost Benefit Analysis Opes sed nonummy tation augue pecus. Venio regula ea fatua incassum. Nisl quia et aliquip, scisco roto minim ali quip No specific TOR has been stipulated regarding Cost benefit analysis. macto duis. Wisi regula eum consectetuer ut mos tamen enim, aliquip feugait regula. Ut amet All the required environmental protection measures will be implemented in the opes ideo gemino et tinci dunt humo sed ut, macto, meus. proposed plant and will be operated to comply with the MOEF&CC/CPCB /SPCB norms.

Rs. 88 Lakhs is earmarked as capital investment for environmental protection TECHNOLOGY CONSULTIN G PROVIDES measures in the proposed project & Rs. 22 Lakhs /Annum for Recurring cost for A TOTAL END TO END S OLUTION. WEB SOLUTIONS Opes sed nonummy tation verto Pollution control measures. augue pecus. Venio regula ea vel APPLICATION MANAGEMENT fatua incassum. Nisl quia et aliquip,

scisco roto minim aliquip macto Vul putate iaceo, volutpat duis. Wisi regula eum consectetuer eum mara ut accumsan nut. Aliquip exputo abluo, ut mos tamen enim, aliquip feugait aliquam suscipit euismod te regula. Ut amet opes ideo gemino tristique volutpat immitto vocoIbidem abbas molior, minim facilisi, olim eros. qui, et tincidunt humo sed ut. fere, paratus foras tation te neo eu, usitas.

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9-1 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

CHAPTER –10 Environmental Management Plan

10.1 INTRODUCTION The major objective and benefit of utilizing Environmental Impact Assessment in project planning stage itself, is to prevent avoidable losses of environmental resources and values as a result of Environmental Management. Environmental Management includes protection / mitigation / enhancement measures as well as suggesting post project monitoring programme. Environmental management may suggest revision of project site or operation to avoid adverse impacts or more often additional project operations may have to be incorporated in the conventional operation.

The industrial development in the study area needs to be intertwined with judicious utilization of non-renewable resources of the study area and with in the limits of permissible assimilative capacity. The assimilative capacity of the study area is the maximum amount of pollution load that can be discharged in the environment without affecting the designated use and is governed by dilution, dispersion, and removal due to Physico-chemical and biological processes. The Environment Management Plant (EMP) is required to ensure sustainable development in the study area of the proposed plant site, hence it needs to be an all encompassive plan for which the proposed industry, Government, Regulating agencies like Pollution Control Board working in the region and more importantly the affected population of the study area need to extend their cooperation and contribution. It has been evaluated that the study area has not been affected adversely and is likely to get new economical fillip.

The affected environmental attributes in the region are air quality, water quality, soil, land use, ecology and public health. The Management Action Plan aims at controlling pollution at the source level to the possible extent with the available and affordable technology followed by treatment measures before they are discharged.

Environmental Management aims at the preservation of ecosystem by considering the pollution abatement facilities at the plant inception. In the upcoming modern Asbestos manufacturing units, pollution abatement has become an integral part of planning and design along with Techno economic factors.

10-1 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

10.2 MANAGEMENT DURING CONSTRUCTION PHASE [Gen. ToR # 10]

Environmental pollution is inevitable during the construction phase. The project proponent should take appropriate steps to control pollution during construction phase. The following are the factors requiring control during construction phase.

10.2.1 SITE PREPARATION As there will not be any major construction activities proposed for establishment of Unit except Installation / erection. There will not be any soil removal & debris found in the project area. Hence there will not be any impact due to the proposed project. However good house keeping and proper maintenance will be practiced which will help in controlling if any dust emissions during Installation of Machinery.

10.2.2 WATER SUPPLY AND SANITATION The water supply will be provided in the plant. As there will not be any major construction activities proposed for the proposed production capacity enhancement. As the labor will come during plant erection & installation of Machinery from nearby villages only, hence Fuel e for cooking purpose will not be required. Rest room and sanitation facilities will be provided

10.2.3 NOISE There will not be any major Noise generation is anticipated during the construction, as the construction activities are minimum in the proposed project.

10.2.4 MAINTENANCE OF VEHICLES There will be only 3 to 4 trucks required for Raw material & Product transport. The vehicles will not stay longer periods and they will move immediately. Unauthorized dumping of waste oil will be prohibited. Wastes should be disposed off to the Haryana State Pollution Control Board (HSPCB) approved vendors.

10.2.5 WASTE No major construction activities are proposed. During the installation of machinery some packing material will be discarded and will be disposed to Municipal Corporation of IMT & from Food related waste generated will be disposed off as per MSW norms.

10-2 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

10.2.6 STORAGE OF HAZARDOUS MATERIAL The following hazardous materials need to be stored at the site during installation of proposed unit & machinery. a. Gas for welding purpose b. LDO c. Painting materials All these materials would be stored as per international safety standards.

10.2.7 LAND ENVIRONMENT The proposed project will not create any major impact on land environment. As there will not be any construction activities envisaged for the proposed project.

10.3 POST CONSTRUCTION PHASE

10.3.1 AIR EMISSION MANAGEMENT [Gen. ToR # 3 (vi) & 7 (v)]

10.3.1.1 AIR POLLUTION CONTROL SYSTEMS PROPOSED The following Air pollution control systems will be provided in the proposed unit. TABLE NO- 10.3.1: AIR EMISSION CONTROL SYSTEMS PROPOSED S. No. Stack attached to Control Equipment Stack Particulate emission at Provided Height (m) the outlet of Stack 1 Thermic Fluid Heater Wet Scrubber 30 PM - 50 mg/ Nm3 (Preforming, Thermo Fibre Count- 0.2 fibre /cc Forming & Heating process) Note: All processing sections Hoods will be provided and which is connected to Dust collector.

10.3.1.2 WET SCRUBBER/CHEMICAL SCRUBBER: [Spec. ToR # 13]

The design of wet scrubbers or any air pollution control device depends on the industrial process conditions and the nature of the air pollutants involved.  Scrubbers can be designed to collect particulate matter and/or gaseous pollutants.  Wet scrubbers remove dust particles by capturing them in liquid droplets.  The droplets are then collected, the liquid dissolving or absorbing the pollutant gases.  Wet scrubbers that remove gaseous pollutants are referred to as absorbers.  Good gas-to-liquid contact is essential to obtain high removal efficiencies in absorbers.

10-3 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

 Various wet-scrubber designs are used to remove gaseous pollutants, with the packed tower and the plate tower being the most common.

SPECIFICATIONS OF WET SCRUBBER/CHEMICAL SCRUBBER Efficiency : 99.9% Particulate sizes : 0.1 through 10µ Operational pressure : 0.8" and 1.5" water gauge per CCS stage Maximum electrical field power requirements : Equivalent to 600W Allowable Liquid-to-Gas Ratio : 8 GPM to 20 GPM per 1,000 CFM Materials of construction : polypropylene, FRP, PVC, 304 and 316 stainless steel and Hastelloy Pressure delivery of Water Re-circulation 40 and 60 PSI Pumps

10.3.1.3 MEASURES ADOPTED TO MITIGATE THE AIR EMISSIONS: [Gen. ToR # & 7 (vi)]

Source Control Measures Transportation The Asbestos fibre packed in HDPE bags will be imported from Kazakhstan in closed containers by ships & then by train to Garhi Harasaru railway station thereafter by truck till site.

10-4 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

Handling / opening of No manual handling or opening of fibre bag will be envisaged. Fibre bags Asbestos Fibre will be mechanically lifted and kept in closed storage room. Whenever required, Fibre bags will be mechanically lifted from storage room and then will be transferred to conveyor belt to fully automatic opening bag opener machine.

For fugitive emissions, hoods will be provided at necessary process locations and will be channelized to Dust collector (bag filter). Dust collected in bag filter will be reused in the process. Disposal of Raw Empty bags are automatically transferred from opener machine to Material Packaging / shredder, where bags will be trimmed and will be reused in the bag manufacturing process. Mixing Process Raw material will be opened in closed container by automatic machine from where it will be fed into the mixer machine. Opening of bags, shredding and mixing process will be carried out in separate isolated room having channelization of dust collector. Fresh air hood will be provided. Grinding Process Grinding will be done with automated machine mounted with suction hood to collect fugitive particle generated. Particle collected will be reused in the process. Thermic Fluid Heater Air emission generated from heat treatment shall be channelized to for Heating Process Chemical scrubber after treatment the treated gases will be let out through Stack of 30m height for effective dispersion of Flue gases. Cleaning Process Vacuum cleaner and wet mopping method will be adopted for cleaning. DG Sets Stack of 4.5 above roof level will be provided to the DG set. Green belt shall be done at the periphery.

10.3.1.4 COMPLIANCE ON CREP RECOMMENDATIONS No separate CREP recommendations have been stipulated for Asbestos plant. However all required environmental management systems will be implemented and operated to comply with MoEF / CPCB / HSPCB norms. All the codes stipulated by BIS will be strictly implemented.

10.3.1.5 GOOD HOUSE KEEPING During the maintenance period these milling machines are cleaned with the assistance of vacuum cleaners, sprinkling of water to zero down the flotation of dust.

Recommendations a) The proposed air pollution control equipment will be adequate to take care of air emission. b) All the internal roads will be made pucca to reduce the fugitive dust due to truck movement.

10-5 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

FLOW DIAGRAM SHOWING AIR EMISSION MANAGEMENT

Fig: 10.1

10-6 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

10.3.2 WATER POLLUTION MANAGEMENT [Gen.ToR # 3 (vi) & 7 (iv)]

 There will not be any Process wastewater generation from the proposed unit as it is Dry process.  The entire manufacturing process is Dry method. No process wastewater generation from the proposed project except Scrubber blowdown, Sanitary Wastewater.  Scrubber blowdown will be sent to settling tank. After settling of solid particles (hazardous / non hazardous). The clear waster will be recycled as make up water from scrubber.  The Sanitary wastewater will be discharged into Sewer line provided by HSIIDC. Hence there will not be any adverse impact on water environment due to the proposed project.

10.3.3 SOLID WASTE GENERATION & DISPOSAL

[Spec. ToR # 12, Gen.ToR # 3 (vi), 7 (vii) & 7 (viii)]

 Entire solid waste generated including process such as Recyclable lining, Friction dust, dust from bag filters will be recycled and reused in the manufacturing process.

 The cut and damaged fibre bags will be immediately repaired with adhesive tape to ensure no spillages.

 The empty bags of the fibre are shredded to convert in fine particles and are used in the process along with raw material.

TABLE NO: 7.3.2- SOLID WASTE GENERATION & DISPOSAL (Non-Hazardous) S. No. Type of Waste QUANTITY DISPOSAL 1 Recyclable (Lining) 150 Kg/day Will be reused after grinding of solid waste into powder. 2 Packaging Material (Bag) 100 Kg/day Will be trimmed in the shredder and reused in the process. 3 Chemical residue from 1 Kg /day Will be disposed to TSDF located in Faridabad Wet scrubber

TABLE NO: 7.3.3 - HAZARDOUS WASTE GENERATION & DISPOSAL Sr No Type of Waste as per Hazardous Waste Quantity Disposal Management Rules 2015 1 Friction Dust 500 Kg/day Particles of mix will be

10-7 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

[Production of asbestos or asbestos collected through dust containing materials (Schedule-I)] collector and reused in the process. 2 Used / spent oil 14 Given to approved [Industrial operations Liters/month recycler using mineral/synthetic oil as lubricant in hydraulic systems (Schedule-I)]

TABLE NO: 7.3.4 - MUNICIPAL SOLID WASTE GENERATION & ITS DISPOSAL Type of Municipal solid waste Quantity Proposed method of disposal Bio Degradable 27 Kg/day Given to Municipality of IMT (Includes Food & Kitchen Waste,Leaves etc.) Non-Biodegradable 12 Kg/day Given to authorised recyclers. [Recyclable Waste (Includes Polybags, Plastic, metal, wood, paper, glass, containers, etc.)]

10.3.4 NOISE LEVEL MANAGEMENT The major noise generating sources in the plant will be machinery and DG sets. All machinery will be manufactured as per MoEF guidelines. Acoustic enclosures will be provided to D.G. Sets. The major noise levels will be confined to the working zones of the plant. Earmuffs will be given to Workers while working near noise generating machinery. The Leq of eight hours will be within the prescribed standards. Community noise levels are not likely to be effected due to the development of Greenbelt and attenuation due to the physical barriers. The ambient noise levels will be less than 75 dBA during day time & less than 70 dBA during night time. Hence there will not be any adverse impact on nearby habitations due to the proposed project activities.

Recommendations a. Major noise emanating equipment shall be of internationally reputed make which will comply with MOEF norms on noise levels. b. By adopting shock-absorbing techniques noise impact can be reduced. c. Earplugs shall be provided to the workers and this shall be enforced strictly. d. Rotation of workers working in the noise prone areas. e. Thick greenbelt shall be developed to further mitigate the noise levels.

10.3.5 LAND ENVIRONMENT All the required Air emission Control systems will be provided in the proposed project. There will not be any effluent generation from the proposed activities. All the solid waste generated will be

10-8 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

recycled into the process / given to authorized recyclers. Hence there will not be any adverse impact on land environment due to the solid waste generated from the proposed project activities.

Recommendations Landscaping can be done around the Plant area. This will help in preserving the ecological conditions.

10.3.6. MEASURES FOR IMPROVEMENT OF ECOLOGY [Gen.ToR # 7 (ix)]

As per the study, Sultanpur National Park / Bird Sanctuary is situated at a distance of 8.9 Kms. from the project site, for that a Conservation plan has been prepared and submitted to PCCF, Gurugram. Accordingly PCCF, gurugram has issued few recommendations. As per that an amount of Rs. 11 Lakhs will be allocated towards implementation of Conservation plan even though the emissions are negligible from the proposed unit.

Recommendations Plantation programme should be undertaken at several areas. They should include plantation, all along the plant boundary and along the administrative buildings etc.

People should be educated and trained in social forestry activities by local governmental and non- governmental organizations.

10.3.7 GREEN BELT DEVELOPMENT Greenbelt will be developed all around the plant boundary. This will further mitigate the pollution impacts. 3 to 6 m wide greenbelt has already been developed all around the plant. A detailed greenbelt plan will be developed in as per CPCB guidelines in consultation with local DFO. Please refer to Plant Layout furnished Pg. No. 2.8 of CHAPTER # 2 of EIA report for Greenbelt plan.

Greenbelt plantation Greenbelt will be developed in a set of rows of trees planted in such a way that they form an effective barrier between the plant and the surroundings. The main purpose of greenbelt development is to contribute to the following factors.

 To maintain the ecological homeostasis.  To attenuate the air emissions and the fugitive dust emissions.

10-9 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

 To prevent the soil erosion.  To attenuate the noise levels.

Plantation of grass, flowers, bushes and trees will be taken up to reduce the generation of dust from the bare earth and to enhance the aesthetic value.

Plantation species Plantation species will be considered based on the following.  Suitable to the Geo-climatic conditions of the area.  Mix of round, spreading, oblong and conical canopies.  Ever green trees.  Different heights ranging from 4m to 20m.

Plantation for arresting dust Trees particularly having compact branching closely arranged leaves of simple elliptical and hairy structure, shiny or waxy leaves and hairy twigs are efficient filters of dust. The following species are suggested to arrest the dust

Alstonia Scholaris Bauhinia purpurea Cassia siamea Peltoferrum ferrugineum Butea monosperma Tamarindus indica Azadirachta indica

Plantation to absorb SO2 emissions

The following plants are suggested for plantation to absorb SO2 in the air. Azadirachta indica Albizia lebbeck Alstonia scholaris Lagerstroemia flosregineae Melia azedarach

10-10 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

Minusops elangi

Plantation to reduce noise pollution Trees having thick and flushy leaves with petioles are suitable. Heavier branches and trunks of trees also deflect the sound waves. The following plant species are suggested to reduce noise pollution. Alstonia scholaris Azadirachta indica Melia monosperma Grevillea peridifolia Tamarindus indica Greavillea robusta

Greenbelt development plan  Local DFO will be consulted in developing the green belt.  Greenbelt of 0.1336 Ha. will be developed in the plant premises.  3 to 6 M wide greenbelt will be developed all around periphery of the plant.  The tree species selected for the plantation are pollutant tolerant, fast growing, wind firm, deep rooted.  Greenbelt will be developed as per CPCB guidelines.  1500 plants will be planted per Hectare as per CPCB norms.

10.3.8 RAINWATER HARVESTING [Gen.ToR # 7 (x)]

It is proposed to collect rain water from the factory roof top & direct it through storm water drain to rain water pit.

The following is the Plan for rain water harvesting measure at plant site. Average annual rainfall = 596 mm (source: CGWB)

Quantum of Rain water that can be harvested from the premises a) Average annual rainfall = 0.596 m b) Runoff co-efficient Runoff co-efficient for Roof area = 90%

10-11 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

Runoff co-efficient for Paved area = 80% Runoff co-efficient for Open area = 40% Runoff co-efficient for Green belt area = 20%

TABLE NO: 7.3.5 - PREDICTED POST PROJECT RUNOFF FROM DIFFERENT SURFACES S no. Manufacturing unit Total Area Runoff Avg. Rainfall Rainwater (in m2) Co-efficient in m Collection Potential (in m3) 1 Roof top area (plant 2430 0.9 0.596 1303 facilities & Storage areas) 2 Paved areas 284 0.8 0.596 135 3 Greenbelt 1336 0.2 0.596 159 TOTAL 4050 1598

The potential of rain water that can be recharged is 1598 m3 / year i.e. 4.4 KLD. Accordingly the net Groundwater table will substantially increase.

Design of Recharge Pit:- Recharge pits will be constructed for recharging the shallow aquifer. These are constructed 1 to 2 m, wide and to 3 m. deep which are back filled with boulders, gravels, coarse sand.

A sketch is shown below.

10-12 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

10.3.9 ENERGY CONSERVATION MEASURES The following measures will be taken up to conserve Energy  LED shall be provided in common utility areas.  Energy efficient motors shall be used for water pumping.  Transformer will be having efficiencies as per ECBC Norms.  Adhering to light power densities (LPD) as per ECBC Norms.  Process will be highly efficient using latest technology

UTILIZATION OF SOLAR POWER Proposed to tap solar power by installing PV Solar panels (with seasonal tilt Mechanism) on roof tops of Shed to generate 100 KW power and will be utilized for Internal Lighting requirements. There by power requirement from State grid will be reduced.

10.3.10 POST PROJECT MONITORING STRATEGY The monitoring of various environmental parameters is necessary which part of the environmental protection measures is. Monitoring is an important feature because the efficiency of control measures can only be determined by monitoring. A comprehensive monitoring programme is given under.

PM2.5, PM10, SO2 and NOX are monitored as per Ministry notification vide G.S.R. No. 826(E) dated 16th November, 2009.

Locations and frequency of monitoring as per the guidelines of TSPCB and MOEF are tabulated below. TABLE NO: 7.3.6 - MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS S. No. Particulars Frequency of Duration of sampling Parameters required to Monitoring be monitored 1. Water & Waste water quality A. Water quality in the Once in six months Grab sampling As per IS: 10500 area except for heavy metals which will be monitored on quarterly basis. B Waste water Once in 3 Months composite sampling As per IS: 2490 (only sanitary

10-13 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

wastewater) 2. Air Quality A. Stack Monitoring Once in a month Fibre & PM B. Ambient Air quality Once in a month Personal /Static Fibre Count

Once in a month 24 hours PM10, SO2 , NOx & CO (for each location) continuously 3. Meteorological Data Meteorological data Daily Continuous Temperature, Relative to be monitored at monitoring Humidity, rainfall, wind the plant. direction & wind speed. 4. Noise Levels Once in a month one day in a month Ambient Noise levels in on hourly basis dBA

Infrastructure for Environmental Protection Man Power The project proponent shall provide a fully equipped laboratory to carry out the analysis. The following manpower shall be provided on regular basis.

1. Chemist He should be a qualified chemist to carry out the analysis of various samples. He will be responsible for implementing and monitoring the environmental impacts and all the safety aspects. He should be a laisioning officer between the proposed plant and with regulatory agencies like HSPCB, CPCB etc.

2. Monitoring equipment and Consumables Environmental monitoring during the operation phase of the plant will be entrusted to a third party. Monitoring will be carried out as per CPCB / HSPCB norms. A budgetary allocation of Rs. 3 Lakhs will be earmarked for Environmental monitoring.

3. Noise levels A sound level meter is used to record noise levels in different scales like A, B and C with slow and fast response options at various generating source from D.G set which will be used only when there is an interruption in the power supply of State Electricity Distribution Company.

10-14 | P a g e A A FRICTION MATERIALS PVT. LTD. Plot No-5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 10

10.3.11 BIS STANDARDS ON ENVIRONMENT & SAFETY FOR ASBESTOS SHEET MANUFACTURING

UNITS [Spec. ToR # 15]

IS:11450-1986 Method of determination of airborne asbestos IS:11450-1986 Recommendations of safety and health requirements IS:11767-1986 Recommendations for cleaning of premises and plants IS:11768-1986 Recommendations for disposal of asbestos waste material IS:11770 (P-I) 1987 Recommendations of control of emissions of asbestos dust IS:12078-1987 Recommendations for personal protection of workers engaged in handling Asbestos IS:12079-1987 Recommendations for Packing, transport and storage of Asbestos IS:12080-1987 Recommendations for local exhaust ventilation systems in premises IS:12081 (P-I)-1987 Recommendations for pictorial warning signs and precautionary notices – Workplaces IS:12081 (P-2)-1987 Recommendations for pictorial warning signs and precautionary notices-Asbestos and its products

10.3.12 ACTION PLAN FOR COMPLIANCE OF THE DIRECTIONS OF THE HON’BLE SUPREME COURT OF INDIA S.No Supreme Court Directions AAFMPL Compliance Status 1 To maintain and keep maintaining the Medical examination of employees will be health record of every worker up to a carried out by competent occupational health minimum period of 40 years from the physician periodically for lung functional beginning of the employment or 15 years test(PFT), X-ray, general medical check-up & after retirement or cessation of the other relevant tests recommended by the employment whichever is later. physician based on the findings.

Pre-employment tests will be carried out as per factory act and all records pertaining to health checkup are maintained as per IS 11451. 2 The Membrane Filter Test to detect The membrane filter tests in work place will be asbestos fibre should be adopted by all adopted regularly and reports are submitted to the factories or establishments at par state pollution control board & MoEF. with the Metalliferrous Mines Regulations, 1961 and Vienna Convention In addition to that the asbestos fiber count in and Rules issued thereunder. the work zone and stack will be tested by a competent & approved third party monitoring agency. 3 All the factories whether covered by the All our employees are covered under medical Employees State Insurance Act or insurance. Workmen's Compensation Act or otherwise are directed to compulsorily insure health coverage to every worker.

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4 The Union and the State Governments are The air pollution measurement in relation to directed to review the standards of fibre/cc is monitored regularly & maintained as permissible exposure limit value of per the latest prescribed limit and the reports fibre/cc in tune with the international are submitted to the state pollution control standards reducing the permissible board & MoEF. content as prayed in the writ petition referred to at the beginning. The review shall be continued after every 10 years and also as an when the I.L.O. gives directions in this behalf consistent with its recommendations or any Conventions.

10.4 COST FOR ENVIRONMENTAL PROTECTION [Gen. TOR # 7 (xi) & 8 (iv)]

Total Estimated Project cost : Rs.9.5 Crores Capital Cost for Environment, health & Safety : Rs. 85 Lakhs Recurring Cost per annum for Environment, health & Safety : Rs.22 Lakhs /annum

TABLE NO: 7.3.5 - BREAK-UP OF BUDGET FOR ENVIRONMENT, HEALTH & SAFETY S.No Item Capital Cost Recurring Cost / Annum (Rs.in Lakhs) (Rs.in Lacs) 1. Air Emission Management Air Emission Control Systems Chimneys 60 Environment Monitoring 8 2. Wastewater Management Settling tank & Wastewater analysis 2 (sanitary wastewater) 3. Solid waste Management Hazardous & Municipal solid waste storage 5 2 4. Greenbelt development, Land scaping Noise 3 2 Management 5. Occupational Health & Safety 15 10 (Medical Examination & PPEs etc) TOTAL 85 22

10.5 ENVIRONMENT POLICY [Gen. TOR # 9 (i), (ii), (iii) & (iv)]

The management will periodically review the Environmental performances /non- compliances / deviations to ensure its effectiveness and sustainability. A Copy of Environment Policy by the company is shown below.

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CHAPTER – 11 SUMMARY & CONCLUSION (As per Appendix - III A of EIA notification) [Gen. ToR # 1]

11.1 INTRODUCTION A A FRICTION MATERIALS PVT. LTD. have proposed to setup a Asbestos based Brake Linings for Two-wheelers & Commercial Vehicles at Plot no. -5, Sector-7, IMT Manesar, Gurgaon, Haryana State.

It is proposed to set up an asbestos based brake linings manufacturing unit for Two- wheelers of 6,66,000 pcs/day & Commercial Vehicles of 5400 pcs/day. The company has taken about 0.405 hectares (4050 Sq.m) of land on lease from M/s. AADINATH OVERSEAS LLP. Total Estimated Project cost will be Rs..9.5 Crores.

As per the Ministry of Environment, Forest & Climate Change (MOEF&CC), New Delhi notification, dated 14th September, 2006 and its subsequent amendments, all Asbestos Milling & Asbestos based Products is classified under Category ‘A’ under Activity 4(c) for the grant of Environmental Clearance at Central Level. MoEF&CC, New Delhi has accorded Terms of Reference (TOR) for the proposed project vide letter No. J- 11011/477/2017-IA II (I) dated 13.10.2017. The EIA Report has been prepared by incorporating the TOR stipulated by the Hon’ble EAC.

Pioneer Enviro Laboratories & Consultants Private Limited, Hyderabad, which is accredited by NABET, Quality Council of India, vide certificate No. NABET/ EIA/ 1619/ RA 026, for preparing EIA report for Asbestos Milling & Asbestos based Products, have prepared Environmental Impact Assessment (EIA) report for the proposed project by incorporating the TOR approved by Ministry of Environment, Forests & Climate Change, New Delhi. The report contains detailed description of the following:

EIA report – Chapter 11 11.1

A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 11

 Characterization of status of environment with in an area of 10 km radius from the plant for major environmental components including air, water, noise, soil, flora, fauna and socio-economic environment.  Assessment of air emissions, liquid waste and solid waste from the proposed project along with the noise level assessment.  Environmental Management Plan comprising of emission control measures proposed to be adopted in the proposed project, solid waste management, Greenbelt development.  Post Project Environmental Monitoring & Budget for Environmental Protection Measures.

11.1.1 ENVIRONMENTAL SETTING WITHIN 10 Km. RADIUS OF THE PROJECT SITE Table No. 11.1.1 Salient Features / Environmental features Distance w.r.t. site / Remarks Type of Land (Project Site) Project site is situated in Industrial Model Township, Manesar (IMT Manesar) in Gurugram district of Haryana developed by Haryana State Industrial & Infrastructure Development Corporation Ltd. for Industrial, Residential & Commercial purpose. Type of Land (Study Area) As per LULC the land use within 10 Km. is as follows:

Settlements/Roads/Railway Station– 6.3 %; Industrial Area-6.9 %; Water Bodies / Tanks – 2.3 %; Single crop land –63.4 %; Plantation – 1.7 %; Land with scrub – 16.3 %; Land without scrub – 1.9 % ; Birds Sanctuary – 1.2 % National Park / Wild life sanctuary / Sultanpur National Park / Bird Sanctuary – 8.9 Kms. Biosphere reserve / Tiger Reserve / Elephant Corridor / migratory routes for Birds Historical places / Places of Tourist Nil importance / Archeological sites Industrial areas / cluster (MoEF office Nil memorandum dated 15th March 2010) Defense Installations NSG Training Centre, Manesar – 3.8 Kms. Nearest village Baskushla village - 0.9 Kms. (West) No. of Villages in the Study Area 60 Nearest Hospital ESIC Hospital – 1.4 Kms. Nearest School 1.3 kms. Reserved forests Nil

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Water body Bhadshapur Stream – 9.2 Kms.. & Few ponds exists with in 10 Km. radius Crops in the Study Area The main crops grown in the Study area are Bajra, wheat, guar, mustard and paddy. In terms of productivity, Wheat is the predominant crop in Gurgaon, Haryana. Nearest railway station Garhi Harsaru Railway station– 6.7 Kms. Nearest Port facility Nil Nearest Airport Nil Nearest Interstate Boundary No interstate boundary within 10 Km radius of the project site. (Nearest interstate boundary Delhi is at a distance of 15 kms. & Rajasthan at a distance of 18 kms. from the Project site) Seismic zone as per IS-1893 Seismic zone – IV R & R There is no rehabilitation and resettlement issue, since the project site is situated in Industrial Model Township, Manesar (IMT Manesar) developed by Haryana State Industrial & Infrastructure Development Corporation Ltd. for Industrial purpose.

11.1.2 PLANT CONFIGURATION AND PRODUCTION CAPACITY Table No. 11.1.2 : PROPOSED PRODUCTS AND THEIR PRODUCTION CAPACITIES S.No. Name of product Production Capacity Production Capacity (in PCS/day) (in PCS/Annum) 1 Two-wheeler Brake Lining (Asbestos based) 6,67,000 24,00,00,000 2 Commercial Vehicle Lining (Asbestos based) 5,400 19,20,000

11.1.3 RAW MATERIAL REQUIREMENT The following will be the raw material requirement for the proposed project: Table No. 11.1.3 : RAW MATERIAL REQUIREMENT S.no. Compound Quantity Source Distance Mode of transportation (Kg/day) w.r.t. site (in Kms.) 1. Asbestos 11,500 The Asbestos --- In Closed containers by (White Chrysotile fibre packed in ships & then by train to Asbestos Fibre) HDPE bags shall Garh Harasaru railway be imported from station thereafter by Kazakhstan in truck till site. 2. Resin 1300 Bahadurgarh 65 KM By Truck (Haryana) 3. Nitrile Butyl Rubber 2500 Bombay 1350 KM By Truck (NBR) 4. Friction Dust 2600 Bahadurgarh 65 KM By Truck

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(Haryana) 5. Other 7600 Delhi 60 KM By Truck (Mineral additives)

11.1.4 MANUFACTURING PROCESS 11.1.4.1 Process of Asbestos based Brake liners for Two-wheelers & Commercial Vehicles Asbestos Handling & Compounding: Raw material bag opens in an enclosed container automatically by a bag opener machine without emitting any dust.  Asbestos fibre will be brought on pallets with shrink wrap in impermeable plastic pressure packed bags.  Then other materials such as Resin, NBR, Discarded Waste, Minor additives are automatically weighed and conveyed to the Mixture machine.

 Mixing: The material mixed with the help of mixing machine (rulla) to form sheet of liner.

 Preforming: Fixed quantity of mix is compressed in a pre-forming die on a hydraulic machine to make the biscuit of the brake lining.

 Heat-moulding: Sheets liner is given to its final shape on hot moulding machine with the help of dies at a constant pressure and temperature.

 Post Curing: Sheet is fed in box oven for curing purpose to increase the hardness of sheets. At this process temperature remains 100 to 150 OC.

 Slitting: Liner sheets cut in slits as per sizes required for Brake Shoe.

 ID & Edge Grinding: Purpose of the operation is to clean inner surface of the liner and to maintain thickness & arc length.

 Final Inspection: Inspecting and testing is carried out to ensure that defect free supply reaches to the customer. It includes visual and dimensional inspection.

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11.1.5 WATER REQUIREMENT Water required for the proposed project will be 17.5 KLD and the same will be supplied by HSIIDC. This includes make-up water for Domestic purposes, Cooling Tower, Chemical scrubber & for Greenbelt development. Table No. 11.1.4 - BREAKUP OF WATER REQUIREMENT S.No. Description Water consumption (in KLD) 1 For Cooling purpose 1 2 Scrubber 2 3 Greenbelt 2 4 Domestic 12.5 Total 17.5

11.1.6 WASTE WATER GENERATION The entire manufacturing process is Dry method. No process wastewater generation from the proposed project except Scrubber blowdown, Sanitary Wastewater.

Table No. 11.1.5: WASTEWATER GENERATION SOURCE WASTEWATER (Cum/day) Scrubber blowdown 0.1 Sanitary wastewater 10.0 TOTAL 10.0

Table No. 11.1.6 : CHARACTERISTICS OF SANITARY WASTEWATER (UNTREATED) PARAMETER CONCENTRATION pH 6.8 – 8.0 BOD 20 - 50 mg/l COD 50 – 200 mg/l TDS 800 – 1000 mg/l TSS 50-200 mg /l

11.2 DESCRIPTION OF ENVIRONMENT Base line data has been collected on ambient air quality, water quality, noise levels, soil quality, flora and fauna and socio economic details of people within 10 km radius of the plant. 11.2.1 Ambient air quality

Ambient air quality was monitored for PM2.5, PM10, SO2, NOx & CO at 8 stations including project site for One Season i.e. from 1st October 2017 to 31st December 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. Subsequently during Revalidation of One Month data

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during 1st October 2018 to 31st October 2018 was collected. The following are the concentrations of various parameters at the monitoring stations: Parameter Concentration Concentration NAAQ Standards (during 1st October 2017 (during 1st October 2018 to 31st December 2017) to 31st October 2018) 3 3 3 PM2.5 66.5 to 132.6 g/m 42.7 to 53.2 g/m 60 g/m 3 3 3 PM10 112.4 to 224.1 g/m 72.4 to 89.8 g/m 100 g/m 3 3 3 SO2 5.4 to 13.4 g/m 12.2 to 18.7 g/m 80 g/m 3 3 3 NOX 19.3 to 44.2 g/m 25.4 to 39.2 g/m 80 g/m CO 1000 to 1800 g/m3 1248 to 1786 g/m3 2000 g/m3 Asbestos Fibre Not carried out <0.02 to 0.034 f/cc 0.1 f/cc Count

11.2.2 Water Quality 11.2.2.1 Surface Water Quality 1 no. of surface water sample have been collected during Oct-Dec 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. from Laknaula Pond & Subsequently during revalidation of EIA report 2 nos. of samples collected each from Badshapur Stream & from Laknaula Pond in October 2018. All the parameters in the water samples collected are in conformity with BIS: 2296.

11.2.2.2 Ground Water Quality 6 Nos. of ground water samples from open wells / bore wells have been collected during Oct-Dec 2017 by M/s. Perfact Enviro Solutions Pvt. Ltd. & further during revalidation 8 Nos. of ground water samples have been collected from nearby villages in October 2018 to assess ground water quality impacts and analyzed for various Physico-Chemical parameters. The analysis of samples shows that all the parameters are in accordance with BIS: 10500 specifications.

11.2.3 Noise Levels Noise levels were measured at during day time & Night time. Baseline noise data has been measured at 8 locations in the study area using A-weighted sound pressure level meter. The equivalent day noise levels in the study zone are ranging from 56.5 dBA to 75.2 dBA & equivalent Night noise levels in the study zone are ranging from 48.1 dBA to 68.5 dBA during October 2017 to December 2017 carried out by by M/s. Perfact Enviro

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Solutions Pvt. Ltd. Subsequently 9 nos. of Noise levels collected during revalidation of Noise levels for October 2018, the equivalent day noise levels in the study zone are ranging from 51.7 dBA to 68.9 dBA & equivalent Night noise levels in the study zone are ranging from 40.5 dBA to 62.2 dBA during October 2018.

11.3 ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES 11.3.1 Prediction of impacts on air quality

The likely emissions from the proposed project are PM10, NOx & CO. The predictions of Ground level concentrations have been carried out using Industrial Source Complex (ISC- 3) model. Meteorological data such as wind direction, wind speed, max. and min. temperatures collected at the site have been used as input data to run the model to

assess the incremental GLCs of PM10, SO2, NOx & CO.

The predicted max incremental rise in PM concentration (24 hourly) will be 0.11 g/m3 at a distance of 300 m from the origin stack in the down wind direction over the baseline concentrations.

The predicted incremental rise in PM concentration due to the Vehicular emission will be 0.01 g/m3.

3 The predicted max incremental rise in SO2 concentrations (24 hourly) will be 0.2 g/m at a distance of 300 m from the origin stack in the down wind direction over the baseline concentrations.

The predicted max incremental rise in NOx concentrations (24 hourly) will be 0.43 g/m3 at a distance of 300 m from the origin stack in the down wind direction over the baseline concentrations.

The predicted incremental rise in NOx concentration due to the Vehicular emission will be 0.07 g/m3.

The predicted incremental rise in CO concentration due to the Vehicular emission will be 0.05 g/m3.

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The net resultant concentrations (Maximum baseline conc. + predicted incremental rise

in conc.) of PM, NOX & CO are shown in Table below by considering the emissions from other industries in the area will be well within the National Ambient Air Quality Standards (NAAQS) when the proposed project commences the operation. Hence there will not be any adverse impact on air environment due to the proposed project.

Table 11.1.7 - NET RESULTANT MAXIMUM CONCENTRATIONS DUE TO PPROPOSED PROJECT

Item PM10 SO2 NOX CO (g/m3) (g/m3) (g/m3) (g/m3) Maximum baseline conc. in the study area 89.8 18.7 39.2 1786 Maximum predicted incremental rise in concentration 0.11 0.2 0.43 Nil due to M/s. AAFMPL Maximum predicted incremental rise in concentration due to Vehicular Emissions from the proposed 0.01 Nil 0.07 0.05 project. Net resultant concentrations during operation of the 89.92 18.9 39.7 1786.05 plant National Ambient Air Quality Standards 100 80 80 2000

The net resultant Ground level concentrations during operation of the project are within the NAAQS. Hence there will not be any adverse impact on air environment due to the proposed project.

11.3.2 Prediction of impacts on noise quality The major sources of noise generation in the proposed project will be Plant Machinery & DG set.

11.3.3 Prediction of impacts on Water Environment The entire manufacturing process is Dry method. No process wastewater generation from the proposed project except Wastewater from Scrubber & Sanitary Wastewater.

11.3.4 Prediction of Impacts on Land Environment The only wastewater generation from the proposed project will be Sanitary wastewater.

11.3.5 Prediction of Impacts on Biological Environment  There are no Reserved Forests, Elephant/ tiger reserves within the study area.

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 There is Sultanpur National Park / Bird Sanctuary located in Study area at 8.9 Kms. from the project site.  In the proposed project all required pollution control systems will be installed and operated to comply with norms. The net resultant GLCs during operation of the proposed project are within the National Ambient Air Quality standards.  However a Conservation Plan is prepared for Sultanpur National Park / Bird Santuary and submitted to PCCF, Panchakula,haryana. PCCF has issued recommendations and Rs.11 Lakhs will be allocated as per their recommendations towards conservation of National Park.  There will not be any wastewater from the process as it is Dry method. Sanitary wastewater will be discharged to Sewer line provided by HSIIDC.  No rare and endangered flora and fauna exist within the study area.  Greenbelt will be developed as per CPCB norms. All the norms of MOEF / CPCB / SPCB will be strictly followed. When all norms are complied and with proper implementation of Environment Management Plan, there will not be any adverse impact on flora & Fauna due to the proposed project.

11.3.6 Socio - Economic Environment The local areas will be benefited by way of generation of direct / indirect employment opportunities, increased demand for local products and services. Rs. 19 Lakhs is earmarked for Corporate Environment Responsibility (CER) activities which will be implemented in the nearby villages.

11.4 ENVIRONMENTAL MONITORING PROGRAMME Post project monitoring will be conducted as per the guidelines of SPCB and MoEF&CC are tabulated below:

Table 11.1.8 - MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS S. No. Particulars Frequency of Duration of sampling Parameters required to Monitoring be monitored 1. Water & Waste water quality A. Water quality in the Once in six months Grab sampling As per IS: 10500 area except for heavy

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metals which will be monitored on quarterly basis. B Waste water Once in 3 Months composite sampling As per IS: 2490 (only sanitary wastewater) 2. Air Quality A. Stack Monitoring Once in a month Fibre & PM B. Ambient Air quality Once in a month Personal /Static Fibre Count

Once in a month 24 hours PM10, SO2 , NOx & CO (for each location) continuously 3. Meteorological Data Meteorological data Daily Continuous Temperature, Relative to be monitored at monitoring Humidity, rainfall, wind the plant. direction & wind speed. 4. Noise Levels Once in a month one day in a month Ambient Noise levels in on hourly basis dBA

11.5 ADDITIONAL STUDIES No rehabilitation and resettlement is required as proposed project land is situated in IMT Manesar, Gurugram.

11.6 PROJECT BENEFITS With the establishment of the proposed project employment potential will increase. Land Top priority will be given to locals in employment. Rs. 19 Lakhs is earmarked for Corporate Environment Responsibility (CER) activities to be taken up in the surrounding village. These activities will help in contributing to the development of villages in the nearby areas.

11.7 ENVIRONMENT MANAGEMENT PLAN 11.7.1 Air Environment All the laws, regulations and norms regarding use and handling of asbestos will be strictly followed. The asbestos dust generation is likely at the following operations:  Asbestos fibre will be transported in HDPE packed bags.  Sources of dust will be during the cutting of pressure packed asbestos bags either manually or mechanically.

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 For fugitive emissions, hoods will be provided at necessary process locations and shall be channelized to Dust collector (bag filter). Dust collected in bag filter will be reused in the process after treatment.  Air emission generated from heat treatment shall be channelized to Chemical scrubber and after treatment these gases will be discharged into the atmosphere through a stack of 30 m height. The outlet dust emission from the exhaust flue gases will be less than 50 mg/Nm3.  Automatic debagging and shredder machine will be installed to open asbestos bag automatically and shred the bags into small pieces to reuse.  33 % of greenbelt will be developed all around the plant area to further reduce the emissions.

11.7.2 Water Environment The entire manufacturing process is Dry method. No process wastewater generation from the proposed project except except Scrubber blowdown, Sanitary Wastewater. Scrubber blowdown will be sent to settling tank. After settling of solid particles (hazardous / non hazardous). The clear wastewater will be recycled as make up water from scrubber. The Sanitary wastewater will be discharged into Sewer line provided by HSIIDC.

Rain water harvesting pit will be constructed in consultation with State Ground Water Board. Due to this the ground water table will certainly increase. Hence there will not be any adverse impact on water environment due to the proposed project.

11.7.3 Noise Environment The major sources of noise generation in the proposed project will be Plant Machinery & DG set. Acoustic enclosures will be provided to the DG set. The ambient noise levels will be within the standards prescribed by MoEF&CC i.e. the noise levels will be less than 75 dBA during day time and less than 70 dBA during night time. 0.13 Ha. of greenbelt will be developed covering 1/3rd of the total area helps in attenuating the noise levels. Hence there will not be any adverse impact due to noise on population in surrounding areas due to the proposed project.

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11.7.4 Land Environment The only wastewater generation from the proposed project will be Sanitary wastewater. All the required air pollution control systems will be provided to comply with CPCB / SPCB norms. All solid wastes will be disposed / utilized as per CPCB / SPCB norms. 0.13 Ha. of greenbelt will be developed as per guidelines. Hence, there will not be any adverse impact on land environment due to the proposed project.

Solid waste generation and disposal The following will be the solid waste generation & proposed method of disposal.

TABLE 11.10: NON-HAZARDOUS WASTE GENERATION & DISPOSAL S. No. Type of Waste QUANTITY DISPOSAL 1 Recyclable (Lining) 150 Kg/day Shall be reused after grinding of solid waste into powder. 2 Packaging Material (Bag) 100 Kg/day Will be trimmed in the shredder and reused in the process. 3 Chemical residue from 1 Kg/day Will be disposed to TSDF Wet scrubber

TABLE 11.11: HAZARDOUS WASTE GENERATION & DISPOSAL Sr No Type of Waste as per Hazardous Waste Quantity Disposal Management Rules 2015 1 Friction Dust 500 Kg/day Particles of mix will be [Production of asbestos or asbestos collected through dust containing materials (Schedule-I)] collector and reused in the process. 2 Used / spent oil 14 Liters/month Given to approved [Industrial operations recycler. using mineral/synthetic oil as lubricant in hydraulic systems (Schedule-I)]

TABLE 11.12: MUNICIPAL SOLID WASTE GENERATION & ITS DISPOSAL: Type of Municipal solid waste Quantity Proposed method of disposal Bio Degradable 27 Kg/day Given to Municipality of IMT (Includes Food & Kitchen Waste,Leaves etc.) Non-Biodegradable 12 Kg/day Given to authorised recyclers. [Recyclable Waste (Includes Polybags, Plastic, metal, wood, paper, glass, containers, etc.)]

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11.7.5 Greenbelt Development 0.13 Ha. of area will be developed with greenbelt in the proposed project. 3 m to 6 m wide greenbelt will be developed all around the proposed project site.

11.7.6 Cost for Environment Protection measures Capital Cost for Environment, health & Safety : Rs. 85 Lakhs Recurring Cost per annum for Environment, health & Safety : Rs.22 Lakhs /annum

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CHAPTER – 12 DISCLOSURE OF CONSULTANT ENGAGED

12.1 DISCLOSURE OF CONSULTANT ENGAGED [Gen. TOR # 2 (i)]

PIONEER ENVIRO LABORATORIES & CONSULTANTS PVT. LTD. is QCI-NABET accredited EIA Consultant, vide certificate No. NABET/ EIA/ 1619/ RA 026 & ISO 9001-2008. It is one of the leading Environmental Consultancy organizations in South India and Chhattisgarh. Established in 1996 PIONEER ENVIRO has an excellent track record of serving several well- established Group companies across the Country.

PIONEER ENVIRO is a team of professionals in various disciplines such as Environmental Engineering & Environmental Management. The team is slated to double in next two years. Our goals are to provide all of our clients with quality services at a fair, competitive price. By offering a turnkey service (excepting some specific areas), we can maximize the efficiency of data collection so that our clients pay one time for similar services. The technologies deployed at PIONEER ENVIRO are current and leading edge, duly validated. PIONEER ENVIRO has an exceptional team of Environment professionals. PIONEER ENVIRO has the expertise to assess the impact of various industrial activities such Coal Washery, Power Plants, Steel Plants, Distilleries, Cement Plants etc., on the environment. These assessments will help the industry to install the best Environmental Management Systems and to maintain the plant in accordance with the norms stipulated for ISO-14001 & ISO- 18000. PIONEER ENVIRO services range from site assessments, environmental audits, environmental impact statements and risk assessments to waste management. List of Accredited Sectors is shown below

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A A FRICTION MATERIALS PVT. LTD. Plot No. 5, Sector-7, IMT Manesar, Gurgaon, Haryana Asbestos based Brake Lining Manufacturing Unit Revalidated EIA report ; Chapter # 12

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Following are some of the services which are PIONEER ENVIRO core competency:

 Helping the client to select the suitable site as per the norms of Ministry of Environment and Forest, Govt. of India and State Pollution Control Boards in India.  Environmental Impact assessment studies carried out as per the guidelines issued by Ministry of Environment and Forest, Govt. of India and State Pollution Control Boards in India.

 Environment Audits.

 Risk Assessment and Disaster Management Studies.  Occupational health & industrial hygiene.

 Solid waste management.  Environmental baseline studies covering the fields of ambient Air, Surface water, Ground water, Soil, Noise and Biological Environment (Flora & Fauna).  Stack Emission Monitoring, Effluent Analysis, Ground water analysis.

 Design of Effluent Treatment Plant  Design of Sewage Treatment Plant

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