Volume-I Organics Pvt... · 2018-03-06 · 2.15.1.3 Fugitive Emissions from Solvents Handling and their Recovery 2.34 2.15.2 Wastewater Generation and its Treatment 2.38 2.15.2.1

Sponsor : M/s. AVR Organics Pvt Ltd

Hyderabad

EIA Consultant: KKB Envirocare Consultants Pvt. Ltd., Tarun Plaza, 1st Floor, 3-5-244, NFC Main Road, Krishna Nagar Colony, Moula-Ali, Hyderabad–500 040 NABET: S.No.90 of February 05, 2018

Environmental Impact Assessment of Proposed Expansion of

Active Pharmaceutical Ingredients (APIs) Manufacturing Unit (1728 TPA) with R&D facility

at Yawapur and Maddikunta villages,

Sadasivapet Mandal, Sanga Reddy district. Telangana State

Volume-I

Submitted to: Telangana State Pollution Control Board

Regional Office Sangareddy

Draft Report for PH

February 2018

Contents

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Contents

Item Page No. Contents i - vii List of Figures viii List of Tables i x-xi List of Plates xi List of Charts xi List of Annexures xii-xiii List of Abbreviations xiv-xvii Approved Terms of Reference (ToR) Compliance TC-1-23 Executive Summary ES.1-15 Chapter 1: Introduction 1.1 to 1.17

1.1 Preamble 1.1 1.2 Project Proponent 1.2 1.3 Regulatory Framework 1.2 1.4 Proposed Project 1.4 1.5 Project Site 1.5 1.6 Prior Environmental Clearance Process 1.11 1.6.1 Approved Terms of Reference (ToR) for EIA Study 1.11 1.7 Environmental Impact Assessment (ToR. No. C-3) 1.12 1.7.1 Objective 1.13 1.7.2 Methodology 1.14 1.7.2.1 Air Environment 1.15 1.7.2.2 Noise Environment 1.15 1.7.2.3 Water Environment 1.15 1.7.2.4

1.7.2.4.1 Land Environment Hydrology (Water) Environment

1.15 1.15

1.7.2.5 Biological Environment 1.15 1.7.2.6 Socio-economic Environment 1.16 1.7.2.7 Occupational Health 1.16 1.7.3 1.7.4

Environmental Management Plan Post-Project Environmental Monitoring Program

1.16 1.16

1.7.5 Hazard & Risk Assessment 1.17 Chapter 2: Project Description 2.1 to 2.57 2.1 Type of Project 2.1 2.2 Project Justification 2.1 2.2.1 Need of Project 2.1 2.3 Existing Plant Scenario 2.2 2.3.1 Effluent Treatment System 2.6 2.3.2 Solvent Recovery System 2.7 2.3.3 Process Emissions Management 2.7 2.3.4 Hazardous / Solid Waste and Disposal 2.9 2.3.5 Fuel Consumption 2.8 2.3.6 Environmental Monitoring 2.8

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Item Page No. 2.3.7 Warehouses and its safety features along with gas cylinders

storage 2.8

2.3.8 Vehicular Traffic 2.8 2.3.9 Occupational Health & Safety Features 2.9 2.3.10 Existing Infrastructure 2.9 2.3.11 Corporate Environment Policy 2.10 2.4 Proposed Expansion Project 2.10 2.4.1 Amenities/ facilities 2.13 2.4.2 Health and Sanitation Facilities 2.13 2.4.3 Project Cost and Time of Completion 2.13 2.5 Products Manufacturing Process Description 2.14 2.5.1 Active Pharmaceutical Ingredients (APIs) and its Intermediates 2.14 2.6 Plant Layout 2.20 2.7 Utility of By-Products 2.22 2.8 Raw Materials Storage, Handling and Transportation 2.22 2.8.1 Storage and Transportation of Raw Materials and Products 2.25 2.9 Water Requirement 2.26 2.10 Land 2.27 2.11 Power 2.27 2.12 Coal/ Fuel 2.27 2.13 Man Power 2.27 2.14 Plant and Machinery 2.27 2.15 Sources of Environmental Pollution 2.28 2.15.1 Air Environment 2.31 2.15.1.1 Stack Emissions 2.31 2.15.1.2 Process Emissions 2.31 2.15.1.3 Fugitive Emissions from Solvents Handling and their

Recovery 2.34

2.15.2 Wastewater Generation and its Treatment 2.38 2.15.2.1 Handling, Storage and Detoxification of Toxic Raw materials /

effluent 2.40

2.15.3 Hazardous/Solid Wastes Generation 2.41 2.15.4 Noise Environment 2.43 2.15.5 Green Belt Development 2.44 2.16 Resources Optimization / Recycling and Reuse 2.44 2.17 Summary of Salient Features after Expansion 2.45 Chapter 3: Description of Environment 3.1 to 3.66

3.0 Introduction 3.1 3.1 Climatology and Meteorology 3.1

3.1.1 Methodology 3.1 3.1.2 Meteorological Data Recorded at Proposed Expansion Project Site 3.2 3.1.2.1 Determination of atmospheric inversion level at the project site

based on the site specific micro meteorological data 3.3

3.1.3 Ambient Air Quality 3.4 3.1.4 Description of Sampling Locations 3.4 3.1.5 Frequency and Parameters for Sampling 3.8 3.1.6 Instruments used for Sampling 3.8 3.1.7 Sampling and Analytical Techniques 3.8 3.1.8 Baseline Status 3.8

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Item Page No. 3.2 Noise Environment 3.12 3.2.1 Reconnaissance 3.12 3.2.2 Baseline Status 3.13 3.3 Water Environment 3.17 3.3.1 Baseline Status - Surface Water Quality 3.17 3.3.2 Baseline Status- Ground Water Quality 3.18 3.4 Land Environment 3.23 3.4.1 Reconnaissance 3.23 3.4.2 Geology and Rainfall 3.25 3.4.3 Hydrogeology 3.25 3.4.4 Soil Characteristics – Baseline status 3.26 3.4.5 Physico-Chemical Characteristics 3.29 3.4.6 Land use Pattern-Remote Sensing data 3.32 3.4.7 Land use Map Analysis 3.35 3.4.7.1 Spatial Data from SOI Topographical Sheets 3.35 3.4.7.2 Contour Map and Elevations of Study Area 3.36 3.4.7.3 Topography (Digital Elevation Model) 3.36 3.4.7.4 Land use land cover statistics of buffer zone 3.41 3.5 Biological Environment 3.44 3.5.1 Introduction 3.44 3.5.2 Reconnaissance of the Study Area 3.44 3.5.3 Sampling locations 3.47 3.5.4 Methodology 3.47 3.5.5 Vegetation structure and composition 3.49 3.5.5.1 Flora in Core Zone & Buffer Zone 3.49 3.5.6 Terrestrial Fauna 3.54 3.5.6.1 Terrestrial Fauna of the Core & Buffer Zones 3.54 3.6 Socio-Economic Environment 3.57 3.6.1 Introduction 3.57 3.6.2 Baseline Status 3.57 3.6.2.1 Demographic Structure 3.58 3.6.2.2 Infrastructure Facilities 3.61 3.6.2.3 Economic Activity 3.62 3.6.2.4 Health Status 3.62 3.6.2.5 Awareness and Opinion of the people about Project 3.63 3.6.3 Socio-economic Survey 3.63 3.6.3.1 Methodology 3.63 3.6.4 Project Awareness and Feedback from Respondents 3.64 3.6.5 Enterprise Social Commitment 3.66 Chapter 4: Impact Assessment & Mitigation Measures 4.1 to 4.40 4.0 Introduction 4.1 4.1 Prediction of Impacts during Construction Phase 4.2 4.1.1 Air Environment 4.2 4.1.2 Noise Environment 4.2 4.1.3 Water Environment 4.2 4.1.4 Land Environment 4.3 4.1.5 Biological Environment 4.3 4.1.6 Socio-economic Environment 4.3

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Item Page No. 4.1.7 Impacts of Material Transportation 4.3 4.1.7.1 Prediction of Impacts on Vehicular Traffic 4.4 4.1.8 Storm Water Management 4.4 4.1.9 Rain Water Harvesting System 4.4 4.2 Prediction of Impacts during Operation Phase 4.5 4.2.1 Impact on Topography and Climate 4.5 4.2.2 Impact on Air Quality 4.6 4.2.2.1 Fugitive Emissions and Mitigation Measures 4.6 4.2.2.2 Impact of Process Emissions and Mitigation Measures 4.11 4.2.2.3 Boiler, TFH & DG set emissions (Flue Gas) 4.12 4.2.2.4 Air Quality Model 4.13 4.2.2.5 Point Source Emissions (Inputs Used for Model) and

action plan for control of emissions to meet standards 4.14

4.2.2.6 Prediction of Air quality Impacts 4.17 4.2.3 Impact on Noise Levels 4.22

4.2.3.1 Impact on Community 4.23 4.2.3.2 Impact on Occupational Health (Work Zone) 4.23 4.2.4 Impact on Water Resources 4.23 4.2.4.1 Wastewater Management 4.24 4.2.4.2 Handling, Storage and Detoxification of Toxic Raw

Materials / Effluent 4.31

4.2.5 Impact on Land Use 4.31 4.2.5.1 Impact on Soil 4.32 4.2.5.2 Impacts due to Hazardous / Solid Waste Generation 4.32 4.2.6 Impact on Terrestrial and Aquatic Ecology 4.34 4.2.7 Impacts on Socio-Economic Environment 4.35 4.2.7.1 Potential Socio-economic Impacts during Operation 4.35 4.2.8 Impact on Health 4.36 4.2.8.1 Impacts on Public Health and Safety 4.37 4.2.9 Impact on Transportation and Public Amenities 4.38 4.2.10 Impacts on Cultural Resources 4.38 4.3 Summary 4.38 Chapter 5: Analysis of Alternatives 5.1- 5.2 5.1 Analysis of Alternative Sites 5.1

Chapter 6: Environmental Monitoring Plan 6.1 to 6.15 6.1 Introduction 6.1 6.2 Environmental Management System 6.2 6.2.1 Environmental Management Cell Responsibilities 6.2 6.3 Environmental Monitoring and Reporting Procedure 6.4 6.3.1 Objectives of Monitoring 6.4 6.3.2 Monitoring Schedule for Construction and Operation Phases 6.4 6.4 Location of Monitoring Stations 6.9 6.5 Monitoring and Data Analysis 6.10 6.5.1 Air Quality Monitoring and Data Analysis 6.10 6.5.2 Water and Wastewater Quality Monitoring and Data Analysis 6.10 6.5.3 Noise Levels 6.11 6.5.4 Soil quality 6.11

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Item Page No. 6.5.5 Fugitive emissions 6.11 6.6 Reporting Schedules of the Monitoring Data 6.11 6.7 Environmental Laboratory 6.11 6.7.1 Air Quality and Meteorology 6.12 6.7.2 Water and Wastewater Quality 6.12 6.7.3 Noise Levels 6.12 6.8 Occupational Health and Safety Aspects 6.12

Chapter 7: Risk Assessment and Disaster management Plan 7.1to 7.47 7.0 Introduction 7.1 7.1 Hazard Identification 7.1 7.1.1 Identification of Major Hazard Installations based on GOI Rules,

1989 as amended in 1994 & 2000 7.2

7.1.2 Applicability of Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 & subsequent amendments

7.3

7.1.3 Storage Facilities of Hazardous Chemicals 7.4 7.1.4 Potential Hazards 7.5 7.2 Hazard Analysis 7.5

7.2.1 Fire and Explosion Index 7.10 7.3 MCA Analysis 7.10 7.3.1 Event Tree Analysis 7.11 7.3.2 Methodology of modeling exercise 7.13 7.4 Consequence of MCA Analysis 7.16 7.5 Risk Mitigation Measures 7.21 7.5.1 General 7.21 7.5.1.1 Fire Prevention and Protective Equipment ( 7.21 7.5.1.2 Solvent Storage Tanks / Drums Handling Precautions 7.23 7.5.2 Specific Recommendations 7.27 7.5.2.1 Combustible materials 7.29 7.5.2.2 Flammable – Pool Fire/ Vapour Cloud Explosions /

BLEVE 7.29

7.5.2.3 Toxic Releases 7.30 7.6 Hazard Control Measures 7.32 7.7 Mitigation Measures for Natural Disasters 7.33 7.8 Disaster Management Plan 7.34 7.8.1 On-site Emergency Preparedness Plan 7.37 7.8.1.1 Purpose 7.38 7.8.1.2 Accident Prevention Procedures / Measures 7.39 7.8.1.3 Before Emergency 7.40 7.8.1.4 During Emergency 7.40 7.8.1.5 After Emergency 7.41 7.8.2 Off-site Emergency Preparedness Program 7.41 7.8.2.1 Purpose of Plan 7.42 7.8.2.2 Before Emergency 7.43 7.8.2.3 During Emergency 7.43 7.8.2.4 After emergency 7.44 7.9 Conclusion & Recommendations 7.46 Chapter 8: Project Benefits 8.1 to 8.4

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Item Page No. 8.1 Introduction 8.1

8.1.1 Construction Phase 8.1 8.1.1.1 Employment generation 8.1 8.1.1.2 Community service 8.2 8.1.1.3 Transportation 8.2 8.1.1.4 Demography and Socio-economics 8.2

8.2 Operational Phase 8.2 8.2.1 Employment 8.2 8.2.2 Other Benefits 8.3

8.2.3 Prediction of Impacts on Socio-Economics 8.3 8.3 Enterprises Social Commitment (ESC) Activities 8.3

8.4 Conclusion 8.4 Chapter 9: Environmental Cost Benefit Analysis 9.1

Chapter 10: Environmental Management Plan 10.1-10.29 10.0 Introduction 10.1 10.1 Construction Phase 10.2 10.1.1 Air Pollution Control 10.2 10.1.2 Noise Level 10.3 10.1.3 Water Quality 10.3 10.1.4 Land Environment 10.3 10.1.5 Ecological Management 10.3 10.1.6 Infrastructure Facilities 10.3 10.2 Operation Phase 10.4 10.2.1 Air Environment 10.4 10.2.1.1 Fugitive Emissions and Control Measures 10.4 10.2.1.2 Diffuse Emissions 10.6 10.2.1.3 Emissions from Utilities 10.7 10.2.1.4 Process Emissions 10.7 10.2.1.5 Odour Management 10.8 10.2.2 Noise Environment 10.9 10.2.3 Water Environment 10.10 10.2.3.1 Wastewater Management 10.10 10.2.3.2 Ground Water Management 10.11 10.2.3.3 Storm Water Management 10.12 10.2.4 Hazardous / Solid Waste Management 10.15 10.2.5 Land Environment 10.16 10.2.5.1 Greenbelt Development and Plantation Programme 10.17 10.2.6 Socio-economic Environment 10.21 10.2.6.1 Enterprises Social Commitment 10.21 10.3 Raw Materials Storage, Handling and their Management 10.22 10.3.1 Handling / Transportation of Solvents 10.23 10.3.2 Spill Control Management 10.23 10.3.3 Housekeeping, Predictive and Preventive Maintenance 10.24 10.3.4 Fuel Storage, Handling and Management 10.25 10.4 Occupational Safety and Health Aspects 10.25 10.4.1 Medical Check-up 10.26 10.4.2 Occupational Health Centre within Plant Premises 10.27 10.5 Transport systems 10.28 10.6 Concept of Waste Minimization, 3r’s (Recycle, Reuse & recover Techniques) 10.28 10.7 Cost Provision for Environmental, Occupation Health & Safety Measures 10.29

Chapter 11: Summary 11.1

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Item Page No. Chapter 12: Disclosure of Consultant 12.1 to 12.5 12.1 Introduction 12.1 12.2 NABET Accreditation 12.2 12.3 Declaration of Experts 12.4 12.4 NABL Accreditation 12.7

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List of Figures Fig. No.

Particulars Page No.

1.1 General Location Map 1.6

1.2 Google Map Showing Project Boundaries of Proposed Project 1.8

1.3 Topographical map of 10 km study area 1.9

2.1 Typical manufacturing Process of Synthetic Organic Chemicals (APIs) 2.16

2.2 Plant Layout 2.21

3.1.1 Wind rose diagram for the study period (winter season) 3.3

3.1.2 Ambient Air Quality Monitoring locations 3.6

3.1.3 Topographical map showing industries in the study area 3.7

3.2.1 Noise monitoring locations 3.15

3.3.1 Surface & Ground water Sampling Locations (10km radius) 3.19

3.4.1 Soil types of Sangareddy district, Telangana 3.23

3.4.2 Seismic Zoning Map & Hazard Zoning Map of India 3.24 3.4.5 Soil sampling locations in the study area 3.28

3.4.6 Map Showing Satellite Image with Site Location 3.33

3.4.7 Flow chart of Methodology 3.34

3.4.8 Map Showing Roads. Built-up, Water bodies, Industries and Drainage Pattern in Study Area

3.37

3.4.9 Map Showing Industrial Areas in Study Area 3.38

3.4.10 Map Showing 10 m interval Contours with Site Location in Study Area 3.39

3.4.11 Map showing Digital Elevation Model in study area 3.40

3.4.12 Map for the Land Use Land Cover in study area 3.42 3.4.13 Graphical Presentation of Land use statistics 3.43

4.1 Solvent Distillation Column 4.9 4.2 Schematic Flow Diagram of Double Stage Scrubber System 4.12

4.3 Predicted GLC of PM10 in µg/m3 – 24 hourly basis (Winter Season) 4.19

4.4 Predicted GLC of SO2 in µg/m3 – 24 hourly basis (Winter Season) 4.20

4.5 Predicted GLC of NO2 in µg/m3 – 24 hourly basis (Winter Season) 4.21

4.6 Schematic Effluent Treatment Scheme - HTDS/HCOD & LTDS/LCOD 4.27

4.7 Water Balance 4.28

6.1 Organization Structure of Environment, Health & Safety 6.3

7.1 Plant Layout 7.9

7.2 Typical flow Chart of Accidental Release of Hazardous Chemicals 7.12

7.3 Factory management organisation chart 7.39

7.4 Organization chart : Off-Site Emergency preparedness plan 7.42

10.1 Location of Rain water Harvesting Structure in the Plant Area 10.14 10.2 Rain water Recharge Pit with Recharge bore well 10.15

10.3 Greenbelt development 10.21

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List of Tables

Table No.


1.1 Salient Features of the Proposed Expansion Project 1.10

2.1 Permitted Products (CFO) and By-Product with their Capacities 2.3

2.2 Existing Water Requirement, Wastewater Generation and Treatment 2.3

2.3 Existing Hazardous Waste Generation and its Disposal 2.3

2.4 Summary of Employee Medical Health Status of Direct employees 2.9

2.5 Proposed Products, their Quantity and Therapeutic Category 2.11

2.6 List of By-products along with their quantity 2.12

2.7 Break-up of Land use Pattern 2.20

2.8 List of Solvents & Hazardous Chemicals and its Consumption Storage & Handling

2.22

2.9 Proposed Water Balance and Wastewater Generation 2.26

2.10 Maximum Pollution Load For The Proposed Products On Various

Combinations

2.29

2.11 Proposed Product wise Process Emissions 2.32

2.12 Product wise Solvent Usage, Losses and Recovery - Proposed 2.35

2.13 Solvent balance 2.37

2.14 Proposed Product wise Water input, Effluent Quantity and Characteristics 2.38

2.15 Proposed Product wise Hazardous Waste Generation 2.41

3.1.1 Summary of the Meteorological Data Generated near the Site 3.3

3.1.2 Ambient Air Quality Monitoring Locations 3.5

3.1.3 Techniques used for Ambient Air Quality Monitoring 3.8

3.1.4 Ambient Air Quality Status: Winter Season 3.10

3.2.1 Noise Monitoring Locations 3.14

3.2.2 Equivalent Day- Night Noise Levels in the Study Area 3.16

3.3.1 Water quality sampling locations 3.20

3.3.2 Surface water quality parameters 3.21

3.3.1 Groundwater Quality Parameters 3.22

3.4.1 Soil Monitoring Locations 3.27

3.4.2 Physico-chemical characteristics of Soil Extract and Soil Texture 3.30

3.4.3 Land Use Land Covers Statistics of Buffer Zone 3.43

3.5.1 Sampling locations in Buffer area 3.47

3.5.2 Top 10 Tree species showing highest IVI in Core Zone 3.50

3.5.3 Top 10 Shrub species showing highest IVI in Core Zone 3.50

3.5.4 Top 10 Herb species showing highest IVI in Core Zone 3.51

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Table No.


3.5.5 Species Diversity Index in the study area 3.51

3.5.6 Top 10 families of floral composition in buffer area 3.52

3.5.7 Top 10 Tree species showing highest IVI in Buffer Zone 3.53

3.5.8 Top 10 Shrub species showing highest IVI in Buffer Zone 3.53

3.5.9 Top 10 Herb species showing highest IVI in Buffer Zone 3.54

3.5.10 Faunal composition in the study area 3.55

3.5.11 Faunal diversity in the study area 3.56

3.6.1 Socio-economic Surveyed Villages 3.58

3.6.2 Summary of Demographic Structure 3.58

4.1 Solvent wise Usage, its Losses and Recovery 4.6

4.2 Process Emissions from Proposed Products 4.11

4.3 Stack Emission Details 4.15

4.4 Meteorological data on Percentile basis during study period 4.16

4.5 Predicted Maximum concentration values in µg/m3 - Proposed 4.22

4.6 Maximum Incremental and Resultant GLCs 4.22

4.7 Proposed Water Balance, Waste Water Generation and Segregation 4.25

4.8 Effluent Treatment Flow Chart as per Segregation 4.26

4.9 Raw and Treated effluent Characteristics with Standards 4.26

4.10 Proposed ETP – ZLD Unit wise dimensions 4.30

4.11 Hazardous Waste Generation handling and disposal 4.33

4.12 Summary of Anticipated Impacts and Mitigation Measures 4.39

6.1 Environmental Monitoring during Construction Stage 6.4

6.2 Environmental Monitoring during Operation Phase 6.7

7.1 Description of applicable provisions of GoI rules 1989 as amended in 1994 & 2000

7.3

7.2 List of Hazard Chemicals, Daily Consumption, and Maximum Capacity 7.4

7.3 Hazardous Materials Properties, Rating and TLV Value 7.6

7.4 Hazard Maximum Storage and NFPA Rating – Open Storages 7.7

7.5 Classification of Flammable/Combustible Liquids 7.7

7.6 Description of National Fire Protection Agency (NFPA) Classification 7.8

7.7 Event Classification 7.14

7.8 Various Physical Effects Due to Heat Radiation 7.15

7.9 Over Pressure Effect of Explosion 7.16

7.10 Consequences of MCA Analysis – Storages 7.17

7.11 Consequence Analysis for Toxic Release Scenario 7.20

7.12 Safety data which are common to all raw materials and solvents 7.24

7.13 Recommended Personal Protective Equipment’s 7.26

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Table No.


7.14 Major incompatibilities for storage and handling of hazardous chemicals 7.28

8.1 Budgetary allocation for the ESC activities 8.3

10.1 Runoff volume for Rainwater Harvesting System 10.13

10.2 List of Plants Identified for Greenbelt, Avenue and Block Plantations 10.19

10.3 List of Shrubs & Herbs proposed for plantation between the trees 10.19

10.4 Budget Estimate for Greenbelt Management Plan 10.20

10.5 Estimated Budget for Environmental Pollution Control Measures 10.29

List of Plates

Plate No. Particulars Page No. 2.1 Existing Industry (Photographs) 2.4 2.2 Existing Industry Greenbelt in the Premises 2.5 2.3 Proposed Expansion Site 2.6 2.4 Corners of Proposed expansion Site 2.6

3.5.1 Green belt in the existing core area 3.45 3.5.2 Vegetation in the proposed core area

(Plantation will be undisturbed) 3.45

3.5.3 Habitat setup with undulating terrain with agriculture practice in the buffer area

3.46

3.5.4 Water body near Sadasivpet in the buffer area 3.46

List of Charts

Chart No. Particulars Page No. 3.6.1 Population Distribution 3.60 3.6.2 Literacy Percentage 3.60 3.6.3 Percentage of SC, ST and Other Population 3.60 3.6.4 Occupational Structure of the Buffer Zone 3.60

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List of Annexures

Annexure Particulars Page No.

I Certificate of Incorporation 1

II Consent Order for Trial production vide Order No. 44/PCB/CTP/RO-SRD/

AEE.IX/95 dated 11-12-1995

2

III Sale deed document no. 1751 of 2006 of from the Office of the Official

Liquidator, High Court of Andhra Pradesh of AVR Organics

4

IV Latest CFO from TSPCB vide TSPCB/RCP/CFO&HWM/HO/2018-3438

dated 18-01-2018 and is valid till 30-11-2022

15

V Condition wise compliance report of the CFO 24

VI Government of Telangana has formed new Mandals and districts in

Telangana state vide GO. Ms. No. 239: dated 11-10-2016

28

VII Details of extent of land against each village and survey numbers 33

VIII CA Certificate 35

IX NoC from Gram Panchayat from Yawapur village 36

X NoC from Gram Panchayat from Maddikunta village 37

XI ToR Copy 40

XII Third party Monitoring Reports 44

XIII Pre-placement medical check-up format 47

XIV List of Other Chemicals 51

XV Acknowledgement from State Ground water department on submission of application for ground water drawl

63

XVI List of existing and additional Plant and Machinery 64

XVII Site Specific Micro Meteorological data 65

XVIII Ambient Air Quality Field data during Study Period 110

XIX National Ambient Air Quality Standards (NAAQS) 120

XX Ambient noise level during study period 122

XXI Ambient Noise Standards 124

XXII Designated best use of CPCB classification of surface water 125

XXIII Drinking Water Standards: BIS:10500 – 2012 127

XXIV Soil Classification Standards 129

XXV Check List of Flora present in Core Area 130

XXVI Check List of Flora present in Buffer area 132

XXVII Check List of Mammals sited in the Core zone 137

XXVIII Check List of Avifaunains sited in the Core zone 138

XXIX Check List of Herpeto fauna sited in the Core zone 139

XXX Check List of Invertebrates sited in the Core zone 140

XXXI Check List of Mammals sited in the Buffer zone 141

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Annexure Particulars Page No.

XXXII Check list of Birds recorded in the Buffer zone 142

XXXIII Check List of Herpeto fauna sited in the Buffer zone 145

XXXIV Check List of Invertebrates sited in the Buffer zone 146

XXXV Check List of Fishes in the Buffer Area 147

XXXVI Population Breakup & Literacy Levels in the Study Area (2011 Census) 148

XXXVII Households, Population and Workers in the Study Area (2011 Census) 151

XXXVIII Main, Marginal and Non-Working population in the Study Area (2011 Census)

152

XXXIX Educational Facilities and CBOs in the Study Area 154

XL Medical Facilities in the Study Area 156

XLI Other Infrastructural Facilities in the Study Area (2011 Census) 158

XLII Input data used for AAQ modeling 166

XLIII Service Agreement with Cement Industry 172

XLIV TSDF Agreement 173

XLV Damage distance and effect of heat radiation due to BLEVE for IPA 180

XLVI Damage distance and effect of heat radiation due to BLEVE for Acetonitrile

183

XLVII Damage contour of Ammonia 185

XLVIII Damage contour of Chloroform 187

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List of Abbreviations

Abbreviation Expansion A.P Andhra Pradesh

AAQ Ambient Air Quality

AAQM Ambient Air Quality Monitoring

AAQMS Ambient Air Quality Management System

AOI Area of Interest

APIs Active Pharmaceutical Ingredients

APPCB

ASP

Andhra Pradesh Pollution Control Board

Activated Sludge Process

ATFD Agitated Thin Film Dryer

BDL Below Detection Limit

CA Chartered Accountant

CAGR Compound Annual Growth Rate

CEO Chief Executive Officer

CEPI Comprehensive Environmental Pollution Index

CFE

CFO

Consent For Establishment

Consent For Operation

CGMP Current Good Manufacturing Practices

CMG Crisis Management Group

COD

CO

Chemical Oxygen Demand

Carbon Monoxide

CPCB Central Pollution Control Board

CREP Corporate Responsibility for Environmental Protection

CSR Corporate Social Responsibility

DCP Dry Chemical Powder

DCS Distributed Control System

DEM Digital Elevation Model

DG Diesel Generator

DMF Dimethyl Formamide

DMSO Dimethyl sulfoxide

DNV Det Norske Veritas

DO Dissolved Oxygen

EAC Expert Appraisal Committee

EAP Environmental Legal and regulatory framework Action Program

EAPs Environmental Action Plans

EC Environmental Clearance

EHS Environment, Health and Safety

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Abbreviation Expansion EIA Environmental Impact Assessment

EMP Environmental Management Plan

EMS Environmental Management System

ENT Ear, Nose and Throat

ERDAS Earth Resources Data Analysis System

ESE East of Southeast

ETP Effluent Treatment Plant

F&EI Fire and Explosion Index

FDA Food and Drug Administration

FETI Fire, Explosion and Toxicity Index

GBH Girth at Breast Height

GHF General Hazard Factors

GIS Geographical Information System

GLC Ground Level Concentration

GPH General Process Hazards

GPS Global Positioning System

HC Hydrocarbons

HCOD High Chemical Oxygen Demand

HDPE

HPRO

High Density Polyethylene

High pressure Reverse Osmosis

HSD High Speed Diesel

HTDS High Total Dissolved Solids

HWMP Hazardous Waste Management Plan

IDLH Immediately Dangerous to Life or Health

ISCST Industrial Source Complex Short-Term

KLD Kilo Liters per Day

KVA Kilo Volt Ampere

LCOD Low Chemical Oxygen Demand

LEL Lower Explosive Limit

LFT Liver Function Test

LISS Linear Imaging Self Scanning Sensor

LPH Litres Per Hour

LTDS Low Total Dissolved Solids

LULC Land Use, Land Cover

MCA Maximum Credibility Analysis

MEE Multiple Effect Evaporator

MF Material Factor

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Abbreviation Expansion MGLC Maximum Ground Level Concentration

MoEF Ministry of Environment and Forests

MoEF&CC Ministry of Environment and Forests & Climate Change

MoU Memorandum of Understanding

MSDS Material Safety Data Sheet

N,P,K,Ca Nitrogen (N), Phosphorus (P),Potassium (K) and Calcium (Ca)

NAAQ National Ambient Air Quality

NAAQS National Ambient Air Quality Standards

NABET National Accreditation Board for Education and Training

NE-SW North East-South West

NIHL Noise Induced Hearing Loss

NNW North of Northwest

NOC No Objection Certificate

NRSC National Remote Sensing Centre

N-S North-South

NTU Nephelometric Turbidity Unit

N-W North-West

OHS Occupational Health and Safety

ORR

OSHA

Outer Ring Road

Occupational Safety and Health Administration

OSHAs Occupational Safety and Health Administration Specification

PAS

PCC

Public Address System

Post Combustion Chamber

PEL

PFR

Permissible Exposure Level

Pre- Feasibility Report

PHAST Process Hazard Analysis Software Tool

PLC Programmable Logic Control

PM Particulate Matter

PPEs Personal Protective Equipment’s

PVC Polyvinyl Chloride

QA

QC

Quality Assurance

Quality Control

QCI Quality Council of India

R&D Research and Development

RCC Reinforce Concrete Cement

RO Reverse Osmosis

RDS Respirable Dust Sampler

(xvii)

Abbreviation Expansion REET Rare, Endangered, Endemic, Threatened

RF Reserved Forest

RPM Respirable Particulate Matter

RT Room Temperature

RWH Rain Water Harvesting

SE&NW Southeast & Northwest

SOI Survey of India

SOP Standard Operating Procedure

SPCB State Pollution Control Board

SPH Special Process Hazard

SRTM Shuttle Radar Topography Mission

SSE South and Southeast

SW Surface Water/Southwest

TDS

TFH

Total Dissolved Solids

Thermic Fluid Heater

TLV Threshold Limit Value

TMP

TOC

Temperature

Total Organic Carbon

ToR Terms of Reference

TPD Tons Per Day

TPH Tons Per Hour

TSDF

TSPCB

Treatment Storage & Disposal Facility

Telangana State Pollution Control Board

USEPA United State Environment Protection Agency

UTM Universal Transverse Mercator

VCEs Vapor Cloud Explosions

VOC Volatile Organic Compounds

ZLD Zero Liquid Discharge

(xviii)

Contents (Volume – II)

Sl. No Item Page No.

Details of Manufacturing Products

Proposed APIs – Campaign Products

1. Losartan Potassium 3-15 2. Valsartan 16-23 3. Irbesartan 24-30 4. Amlodipine Besylate 31-37 5. Telmisartan 38-48 6. Montelukast Sodium 49-58 7. Efavirenz 59-65 8. Tenofovir Disproxil Fumarate 66-72 9. Atazanavir Sulfate 73-79 10. Abacavir Sulfate 80-87 11. Darunavir Ethanolate 88-97 12. Emtricitabine 98-104 13. Lamivudine 105-111 14. Nevirapine 112-118 15. Rilpivirine Hydrochloride 119-126 16. Raltegravir Potassium 127-136 17. Ritonavir 137-151 18. Lopinavir 152-159 19. Zidovudine 160-167 20. Oseltamivir Phosphate 168-172 21. Saquinavir Mesylate 173-177 22. Valganciclovir Hydrochloride 178-184 23. Fosamprenavir Calcium 185-189 24. Dolutegravir 190-197 25. Pregabalin 198-206 26. Mefenamic acid 207-211 27. Naproxen 212-216 28. Diclofenac Sodium 217-222 29. Aceclofenac 223-227 30. Sildenafil Citrate 228-234 31. Folic acid 235-239 32. Naratriptan Hydrochloride 240-246 33. Albendazole 247-254 34. Tramadol Hydrochloride 255-265 35. Rosuvastatin Calcium 266-280 36. Levofloxacin Hemihydrate 281-285 37. Norfloxacin 286-290 38. Ciprofloxacin Hydrochloride Monohydrate 291-296 39. Moxifloxacin Hydrochloride 297-305 40. Citalopram Hydobromide 306-310 41. Escitalopram Oxalate 311-325 42. Bupropion Hydrochloride 326-331 43. Capecitabine 332-338 44. Irinotecan Hydrochloride Trihydrate 339-345

(xix)

Sl. No Item Page No.

45. Docetaxel 346-355 46. Imatinib Mesylate 356-361 47. Gefitinib 362-369 48. Erlotinib Hydrochloride 370-380 49. Sunitinib Maleate 381-386 50. Azacitidine 387-393 51. Bortezomib 394-399 52. Dexrazoxane 400-404 53. Pemetrexed Disodium Hemipentahydrate 405-413 54. Lenalidomide 414-419 55. Thalidomide 420-424 56. Temozolomide 425-430 57. Loperamide 431-435 58. Gemcitabine Hydrochloride 436-446 59. Oxaliplatin 447-451 60. Cisplatin 452-456 61. Carboplatin 457-461 62. Felbamate 462-466 63. Gabapentin 467-472 64. Bimatoprost 473-477 65. Latanoprost 478-482 66. Travoprost 483-487 67. Loratadine 488-492 68. Pantaprazole Sodium Sesquihydrate 493-501 69. Clopidogrel Hydrogen Bisulfate 502-507 70. Levocetirizine Dihydrochloride 508-521 71. Domperidone 522-531 72. Phenylephrine Hydrochloride 532-537 73. Fluconazole 538-547

Gaseous Emission Details for the Proposed products 548-561 Solvent Details for the Proposed products 562-582 Maximum Solvent Details for the Proposed products on Various Combinations 583

Pollution load Comparison Proposed products (Per Day Basis) 584-587 Maximum Pollution Loads for Proposed products on Various Combinations 588-589

List of Hazardous Chemicals used in Proposed Products 590 MSDS for Hazardous Chemicals – Proposed Products 591-710 Abbreviations used in MSDS 710-718

Approved ToR & its Compliance

TC - 1

TC - 2

TC - 3

TC - 4

STANDARD TERMS OF REFERENCE (TOR) FOR EIA/EMP REPORT FOR PROJECTS/ACTIVITIES REQUIRING ENVIRONMENT CLEARANCE

5(f):STANDARD TERMS OF REFERENCE FOR CONDUCTINGENVIRONMENT IMPACT ASSESSMENT STUDY FOR SYNTHETICORGANIC CHEMICALS INDUSTRY (DYES & DYEINTERMEDIATES; BULK DRUGS AND INTERMEDIATESEXCLUDING DRUG FORMULATIONS; SYNTHETIC RUBBERS;BASIC ORGANIC CHEMICALS, OTHER SYNTHETIC ORGANICCHEMICALS AND CHEMICAL INTERMEDIATES) ANDINFORMATION TO BE INCLUDED IN EIA/EMP REPORT

A. STANDARD TERMS OF REFERENCE

1) Executive Summary

2) Introduction

i. Details of the EIA Consultant including NABET accreditation

ii. Information about the project proponent

iii. Importance and benefits of the project

3) Project Description

i. Cost of project and time of completion.

ii. Products with capacities for the proposed project.

iii. If expansion project, details of existing products with capacities and whether adequate landis available for expansion, reference of earlier EC if any.

iv. List of raw materials required and their source along with mode of transportation.

v. Other chemicals and materials required with quantities and storage capacities

vi. Details of Emission, effluents, hazardous waste generation and their management.

vii. Requirement of water, power, with source of supply, status of approval, water balance diagram,man-power requirement (regular and contract)

viii. Process description along with major equipments and machineries, process flow sheet(quantative) from raw material to products to be provided

ix. Hazard identification and details of proposed safety systems.

x. Expansion/modernization proposals:

c. Copy of all the Environmental Clearance(s) including Amendments thereto obtained forthe project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of thelatest Monitoring Report of the Regional Office of the Ministry of Environment and Forestsas per circular dated 30th May, 2012 on the status of compliance of conditions stipulatedin all the existing environmental clearances including Amendments shall be provided. In

TC - 5

STANDARD TERMS OF REFERENCE (TOR) FOR EIA/EMP REPORT FORPROJECTS/ACTIVITIES REQUIRING ENVIRONMENT CLEARANCE

addition, status of compliance of Consent to Operate for the ongoing Iexisting operationof the project from SPCB shall be attached with the EIA-EMP report.

d. In case the existing project has not obtained environmental clearance, reasons for nottaking EC under the provisions of the EIA Notification 1994 and/or EIA Notification2006 shall be provided. Copies of Consent to Establish/No Objection Certificate andConsent to Operate (in case of units operating prior to EIA Notification 2006, CTE andCTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliancereport 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 and State, Justificationfor selecting the site, whether other sites were considered.

ii. A toposheet of the study area of radius of 10km and site location on 1:50,000/1:25,000 scaleon an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places)

iii. Details w.r.t. option analysis for selection of site

iv. Co-ordinates (lat-long) of all four corners of the site.

v. Google map-Earth downloaded of the project site.

vi. Layout maps indicating existing unit as well as proposed unit indicating storage area, plantarea, greenbelt area, utilities etc. If located within an Industrial area/Estate/Complex, layoutof Industrial Area indicating location of unit within the Industrial area/Estate.

vii. Photographs of the proposed and existing (if applicable) plant site. If existing, showphotographs of plantation/greenbelt, in particular.

viii. Landuse break-up of total land of the project site (identified and acquired), government/private - agricultural, forest, wasteland, water bodies, settlements, etc shall be included. (notrequired for industrial area)

ix. A list of major industries with name and type within study area (10km radius) shall beincorporated. Land use details of the study area

x. Geological features and Geo-hydrological status of the study area shall be included.

xi. Details of Drainage of the project upto 5km radius of study area. If the site is within 1 kmradius of any major river, peak and lean season river discharge as well as flood occurrencefrequency based on peak rainfall data of the past 30 years. Details of Flood Level of theproject site and maximum Flood Level of the river shall also be provided. (mega green fieldprojects)

xii. Status of acquisition of land. If acquisition is not complete, stage of the acquisition processand expected time of complete possession of the land.

xiii. R&R details in respect of land in line with state Government policy.

TC - 6


5) Forest and wildlife related issues (if applicable):

i. Permission and approval for the use of forest land (forestry clearance), if any, andrecommendations of the State Forest Department. (if applicable)

ii. Landuse map based on High resolution satellite imagery (GPS) of the proposed site delineatingthe forestland (in case of projects involving forest land more than 40 ha)

iii. Status of Application submitted for obtaining the stage I forestry clearance along with lateststatus shall be submitted.

iv. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves,Migratory Corridors of Wild Animals, the project proponent shall submit the map dulyauthenticated by Chief Wildlife Warden showing these features vis-à-vis the project locationand the recommendations or comments of the Chief Wildlife Warden-thereon.

v. Wildlife Conservation Plan duly authenticated by the Chief Wildlife Warden of the StateGovernment for conservation of Schedule I fauna, if any exists in the study area.

vi. Copy of application submitted for clearance under the Wildlife (Protection) Act, 1972, to theStanding Committee of the National Board for Wildlife.

6) Environmental Status

i. Determination of atmospheric inversion level at the project site and site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and directionand rainfall.

ii. AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2, NOX, CO and otherparameters relevant to the project shall be collected. The monitoring stations shall be basedCPCB guidelines and take into account the pre-dominant wind direction, population zoneand sensitive receptors including reserved forests.

iii. Raw data of all AAQ measurement for 12 weeks of all stations as per frequency given in theNAQQM Notification of Nov. 2009 along with - min., max., average and 98% values foreach of the AAQ parameters from data of all AAQ stations should be provided as an annexureto the EIA Report.

iv. Surface water quality of nearby River (100m upstream and downstream of discharge point)and other surface drains at eight locations as per CPCB/MoEF&CC guidelines.

v. Whether the site falls near to polluted stretch of river identified by the CPCB/MoEF&CC, ifyes give details.

vi. Ground water monitoring at minimum at 8 locations shall be included.

vii. Noise levels monitoring at 8 locations within the study area.

viii. Soil Characteristic as per CPCB guidelines.

ix. Traffic study of the area, type of vehicles, frequency of vehicles for transportation of materials,additional traffic due to proposed project, parking arrangement etc.

TC - 7

STANDARD TERMS OF REFERENCE (TOR) FOR EIA/EMP REPORT FORPROJECTS/ACTIVITIES REQUIRING ENVIRONMENT CLEARANCE

x. Detailed description of flora and fauna (terrestrial and aquatic) existing in the study areashall be given with special reference to rare, endemic and endangered species. If Schedule-I fauna are found within the study area, a Wildlife Conservation Plan shall be prepared andfurnished.

xi. Socio-economic status of the study area.

7) Impact and Environment Management Plan

i. Assessment of ground level concentration of pollutants from the stack emission based onsite-specific meteorological features. In case the project is located on a hilly terrain, theAQIP Modelling shall be done using inputs of the specific terrain characteristics fordetermining the potential impacts of the project on the AAQ. Cumulative impact of all sourcesof emissions (including transportation) on the AAQ of the area shall be assessed. Details ofthe model used and the input data used for modelling shall also be provided. The air qualitycontours shall be plotted on a location map showing the location of project site, habitationnearby, sensitive receptors, if any.

ii. Water Quality modelling - in case of discharge in water body

iii. Impact of the transport of the raw materials and end products on the surrounding environmenthall be assessed and provided. In this regard, options for transport of raw materials andfinished 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 operations, extent recycled and reusedfor different purposes shall be included. Complete scheme of effluent treatment. Characteristicsof 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 meet standards.

vi. Measures for fugitive emission control

vii. Details of hazardous waste generation and their storage, utilization and management. Copiesof MOU regarding utilization of solid and hazardous waste in cement plant shall also beincluded. EMP shall include the concept of waste-minimization, recycle/reuse/recovertechniques, Energy conservation, and natural resource conservation.

viii. Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 2009. A detailedplan of action shall be provided.

ix. Action plan for the green belt development plan in 33 % area i.e. land with not less than1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shallbe included. The green belt shall be around the project boundary and a scheme for greeningof the roads used for the project shall also be incorporated.

x. Action plan for rainwater harvesting measures at plant site shall be submitted to harvestrainwater from the roof tops and storm water drains to recharge the ground water and also to

TC - 8


use for the various activities at the project site to conserve fresh water and reduce the waterrequirement from other sources.

xi. Total capital cost and recurring cost/annum for environmental pollution control measuresshall be included.

xii. Action plan for post-project environmental monitoring shall be submitted.

xiii. Onsite and Offsite Disaster (natural and Man-made) Preparedness and Emergency ManagementPlan including Risk Assessment and damage control. Disaster management plan should belinked with District Disaster Management Plan.

8) Occupational health

i. Plan and fund allocation to ensure the occupational health & safety of all contract and casualworkers

ii. Details of exposure specific health status evaluation of worker. If the workers' health is beingevaluated by pre designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far& Near vision, colour vision and any other ocular defect) ECG, during pre placement andperiodical examinations give the details of the same. Details regarding last month analyzeddata of above mentioned parameters as per age, sex, duration of exposure and departmentwise.

iii. Details of existing Occupational & Safety Hazards. What are the exposure levels of hazardsand whether they are 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 workerscan be preserved,

iv. Annual report of heath status of workers with special reference to Occupational Health andSafety.

9) Corporate Environment Policy

i. Does the company have a well laid down Environment Policy approved by its Board ofDirectors? If so, it may be detailed in the EIA report.

ii. Does the Environment Policy prescribe for standard operating process / procedures to bringinto focus any infringement / 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 company to deal with theenvironmental issues and for ensuring compliance with the environmental clearanceconditions? Details of this system may be given.

iv. Does the company have system of reporting of non compliances / violations of environmentalnorms to the Board of Directors of the company and / or shareholders or stakeholders atlarge? This reporting mechanism shall be detailed in the EIA report

TC - 9

186


10) Details regarding infrastructure facilities such as sanitation, fuel, restroom etc. to be provided to thelabour force during construction as well as to the casual workers including truck drivers duringoperation phase.

11) Enterprise Social Commitment (ESC)

i. Adequate funds (at least 2.5 % of the project cost) shall be earmarked towards the EnterpriseSocial Commitment based on Public Hearing issues and item-wise details along with timebound action plan shall be included. Socio-economic development activities need to beelaborated upon.

12) Any litigation pending against the project and/or any direction/order passed by any Court of Lawagainst the project, if so, details thereof shall also be included. Has the unit received any noticeunder the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and WaterActs? 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 TOR.

B. SPECIFIC TERMS OF REFERENCE FOR EIA STUDIES FOR SYNTHETICORGANIC CHEMICALS INDUSTRY (DYES & DYE INTERMEDIATES;BULK DRUGS AND INTERMEDIATES EXCLUDING DRUGFORMULATIONS; SYNTHETIC RUBBERS; BASIC ORGANICCHEMICALS, OTHER SYNTHETIC ORGANIC CHEMICALS ANDCHEMICAL INTERMEDIATES)

1. Detailsonsolvents to be used,measuresfor solventrecovery and for emissions control.

2. Details of process emissions from the proposed unit and its arrangement to control.

3. Ambient air quality data should include VOC, otherprocess-specificpollutants* like NH3*, chlorine*,HCl*, HBr*, H2S*, HF*,etc.,(*-asapplicable)

4. Work zone monitoring arrangements for hazardous chemicals.

5. Detailed effluent treatment scheme including ssegregation of effluent streams for units adopting'Zero' liquid discharge.

6. Action plan for odour control to be submitted.

7. A copy of the Memorandum of Understanding signed with cement manufacturers indicating clearlythat they co-process organic solid/hazardous waste generated.

8. Authorization/Membership for the disposal of liquid effluent in CETP and solid/hazardous waste inTSDF, if any.

9. Action plan for utilization of MEE/dryers salts.

10. Material Safety Data Sheet for all the Chemicals are being used/will be used.

11. Authorization/Membership for the disposal of solid/hazardous waste in TSDF.

TC - 10


12. Details of incinerator if to be installed.

13. Risk assessment for storage and handling of hazardous chemicals/solvents. Action plan for handling& safety system to be incorporated.

14. Arrangements for ensuring health and safety of workers engaged in handling of toxic materials.

***

TC - 11

AVR Organics Pvt. Ltd.-EIA Report ToR Compliance

TC - 12 KKB Envirocare Consultants Pvt. Ltd., Hyderabad

M/s AVR Organics Pvt. Ltd., Yawapur & Maddikunta Villages, Sadasivapet (M), Sangareddy District (Formerly Medak District) of Telangana State

MoEF Approved Terms of Reference (ToR) for EIA Study and Compliance (Letter No. J- 11011/380/2016-IA. II (I) dated 29-04-2017)

Sl. No. Approved ToR

Compliances (All Chapters, Sections, Figures & Tables, referred here are from draft EIA Report)

A. Standard Terms of Reference(ToR) 1. Executive Summary Introduction, project description, resources

requirement, baseline study, description of environment, environmental impacts and mitigation measures, greenbelt development, environmental management plan and monitoring plan, project benefits described briefly and presented at the beginning of the EIA report.

2. Introduction i) Details of the EIA Consultant

including NABET accreditation The details of EIA consultant, NABET accreditation including declaration of experts and NABL accreditation for lab is presented in Chapter -12.

ii) Information about the project proponent

Information about the project proponent is presented in Chapter-1, Section 1.2 (page # 1.2).

iii) Importance and benefits of the project Importance of the proposed expansion project is described briefly in Chapter-2, Section 2.2.1 (page#2.1-2.2) and project benefits are presented in Chapter-8 (page#8.1-8.4).

3. Project Description i) Cost of project and time of

completion Estimated project cost is Rs.285 crores including existing investment of Rs.35 crores. Total capital cost allocated towards environmental pollution control measures is Rs.26.05 crores including existing. The recurring cost for operation & maintenance is Rs.20.5 crores per annum. Time of completion of the project activities and expected commercial production will be commenced during 2018-19 (Chapter-2, Section 2.4.3 (page#2.13-2.14).

ii) Products with capacities for the proposed project.

Proposed products with their capacity is presented in Chapter-2, Section 2.4 (page#2.10-2.13), Table 2.5 (page # 2.11-2.13).

iii) If expansion project, details of existing products with capacities and whether adequate land is available for expansion, reference of earlier EC if any.

Details of existing products with their capacity are presented in Chapter-2, Section 2.3 (page#2.2-2.3), Table 2.1 (page # 2.3). Existing and additional Land use break-up is presented in Chapter-2, Section 2.6 (page#2.20), Table 2.7(page#2.20). Adequate land is available for expansion and is in possession of project proponent. Industry does not have Environmental Clearance since it was established in 1995 and Manufacturing API Intermediates.

iv) List of raw materials required and their source along with mode of transportation

List of solvents & hazardous chemicals (raw materials) required with their storage capacity is presented in Chapter-2, Section 2.8 (page#2.22), and Table 2.8 (page#2.23-2.25). The chemicals required for the process are mostly





bought from the local (indigenous) markets. Mode of transportation of all raw materials to the project site is by road.

v) Other chemicals and materials required with quantities and storage capacities

List of other chemicals with quantity and storage capacity is presented in Annexure-XIV.

vi) Details of Emission, effluents, hazardous waste generation and their management.

Existing effluents, process emissions and hazardous waste generation and their management is described in Chapter-2, Section 2.3 (page#2.2-2.7), Tables 2.1 to 2.3 (page#2.3). Proposed products wise process emissions and fugitive emissions is described in Chapter-2, Section 2.15.1.2 & 2.15.1.3 (page#2.32-2.36), Tables 2.11 & 2.12 (page# 2.32-2.36); and for product wise effluent and hazardous waste is described in Chapter-2, Sections 2.15.2 & 2.15.3 (page#2.38-2.43), Tables 2.14 & 2.15 (page# 2.38-2.43). Proposed emissions, effluents, hazardous waste generation and their management is described in Chapter-4, Section 4.2.2.2 (page #4.11-4.12), Table 4.2 (page#4.11), Section 4.2.4.1 (page# 4.24-4.29), Table 4.8 (page#4.26); Section 4.2.5.2 (page#4.32-4.34), Table 4.11 (page#4.33-4.34).

vii) Requirement of water, power, with source of supply, status of approval, water balance diagram, man-power requirement (regular and contract)

Gross water requirement is 863 KLD of which fresh water requirement of 556 KLD and will be met from Ground water/private tankers supply. Treated effluent of 307 KLD will be recycled in cooling tower makeup thereby fresh water requirement will be reduced. Water requirement is presented in Chapter-2, Section 2.9 (page#2.26), Table 2.9 (page#2.26). Water balance diagram is presented in Fig.4.7 (page#4.28). Power requirement after expansion will be 2750 HP including existing 750 HP and will be met from Telangana State Central power distribution corporation limited (TSCPDCL). Man-power requirement after expansion: Direct -1000 and indirect-500.

viii) Process description along with major equipment’s and machineries, process flow sheet (Quantitative) from raw material to products to be provided

Product wise manufacturing process description, flow charts, chemical reactions, material balance, pollution loads are presented in Volume-II of the EIA report separately. Plant and Machinery is described in Chapter-2, Section 2.14 (page#2.27), and details are presented in Annexure-XVI.

ix) Hazard identification and details of proposed safety systems

Identified hazards for the study and hazard analysis is presented in Chapter-7, Section 7.1 (page#7.1-7.5) and Section 7.2 (page# 7.5-7.10) and Tables 7.2-7.6 (page#7.4-7.8). Safety systems are presented in Chapter-7, Section 7.5.1.1 page#7.21-7.27), and Tables





7.12&7.13(page# 7.24-7.25 & 7.26-7.27). x) Expansion/modernization proposals a) Copy of all the Environmental

Clearance(s) including Amendments 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

Industry does not have Environmental Clearance as it was established in 1995 and since then manufacturing API Intermediates only.

b) In case the existing project has not obtained environmental clearance, reasons for not taking EC under the provisions of the EIA Notification 1994 and/or EIA Notification 2006 shall be provided. 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.

Industry was established in 1995 and manufacturing API Intermediates only till date. Hence, does not have Environmental Clearance. Consent for Establishment (NOC) was issued in favour of M/s Tejasviny Rasayans Ltd., by APPCB vide letter no. 176/PCB/NOC/AEE-IX/95-78 dated 02-01-1995. Consent order for trial production issued in f/o M/s Tejasviny Rasayans Ltd vide order no.44/PCB/CTP/RO-SRD/AEE.IX/95 dated 11-12-1995. Subsequently, Industry taken over from Office of the official liquidator, High Court of A.P on 10-04-2006 by M/s AVR organics. Latest CFO orders issued vide order No. TSPCB/ RCP/CFO&HWM/HO/2018-3438 dated 18-01-2018, which is valid up to 30-11-2022(Annexure-V). Compliance report to the conditions of latest CFO is submitted to the TSPCB. A Copy of the TSPCB acknowledgement is at Annexure-V.

c) Comparative statement of existing and proposed capacity, products, use of natural resource, waste generation, pollution potential etc.

Status of existing products wrt latest CFO is presented in Table 2.1(page#2.3). Proposed products with their capacity are at Table 2.5(page# 2.11-2.13). Water requirement and wastewater generation after expansion is presented in Table 4.7(page#4.25). Effluent treatment flow after segregation is at Table 4.8 (page#4.26), Fig.4.6 (page#4.27); process emissions is at Table 4.2 (page#4.11). Hazardous waste generation, handling and disposal are at Table 4.11(page# 4.33-4.34).

4. Site Details i) Location of the project site covering Proposed expansion will be at the existing plant





village, Taluka/Tehsil, District and State, Justification for selecting the site, whether other sites were considered.

premises with extended land totalling 42.08 Ha located at Yawapur & Maddikunta villages of Sadasivapet(M), Sangareddy district, Telangana (formerly Medak District, Andhra Pradesh). (Chapter-1, Section 1.5 (page#1.5), Fig.1.1 (page# 1.6). Hence, other sites were not considered.

ii) A topo sheet of the study area of radius of 10km and site location on 1:50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places)

Topographical map in 10 km radius Study Area in 1:50,000 scale on A3 sheet is shown in Fig. 1.3 (page#1.9).

iii) Details w.r.t. option analysis for selection of site

Not applicable.

iv) Co-ordinates (lat-long) of all four corners of the site

Co-ordinates (Lat-Long) of all the corners of project site are presented in Chapter-1, Section 1.5 (page#1.5).

v) Google map-Earth downloaded of the project site

Google image of the project site is shown in Fig.1.2 (page#1.8).

vi) Layout maps indicating existing unit as well as proposed unit indicating storage area, plant area, greenbelt area, utilities etc. If located within an Industrial area/Estate/Complex, layout of Industrial Area indicating location of unit within the Industrial area/Estate.

Plant lay out indicating existing and proposed units including storage area, plant area, green belt area, utilities etc. is shown in Fig.2.2 (page#2.21). Unit is not located in industrial area/estate.

vii) Photographs of the proposed and existing (if applicable) plant site. If existing, show photographs of plantation/greenbelt, in particular.

Proposed project is within the plant premises and extended land. Existing plant photographs including greenbelt and proposed site are presented in Plates 2.1, 2.2 and 2.3 (page#2.4-2.6).

viii) Land use break-up of total land of the project site (identified and acquired), government/ private - agricultural, forest, wasteland, water bodies, settlements, etc., shall be included. (not required for industrial area)

The proposed expansion will be at the existing premises with extended land totalling 42.08 Ha and the land use break-up of the total land of the project site is presented in Table 2.7(page#2.20).

ix) A list of major industries with name and type within study area (10km radius) shall be incorporated. Land use details of the study area.

List of Industries present in the study area is presented in Fig. 3.1.3 (Page#3.7). Map showing the Land Use Land Cover classification of the study area is presented in Fig.3.4.12 (page#3.42). The statistical break-up of the land use classes of buffer zone are presented in Table 3.4.3 (page#3.43) and depicted in Fig. 3.4.13 (page#3.43).

x) Geological features and Geo-hydrological status of the study area shall be included

Geological features and Geo-hydrological status of the study area is presented in Chapter-3, Section 3.4.1&3.4.2(page#3.23&3.25-3.26).

xi) Details of Drainage of the project upto 5km radius of study area. If the site is

Drainage map is depicted in Fig.3.4.8 (page#3.37). Project site is not within 1 km radius of any major





within 1 km radius of any major river, peak and lean season river discharge as well as flood occurrence frequency based 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 provided. (mega green field projects)

river.

xii) Status of acquisition of land. If acquisition is not complete, stage of the acquisition process and expected time of complete possession of the land.

Expansion is in the existing plant premises with extended land and total land is in possession of Project proponent.

xiii) R&R details in respect of land in line with state Government policy.

Proposed project will be at the existing premises with extended land totalling 42.08 Ha. Total land is in possession of project proponent. Hence, there is no R&R in respect of the land is involved.

5. Forest and wildlife related issues (if applicable): Not applicable i) Permission and approval for the use

of forest land (forestry clearance), if any, and recommendations of the State Forest Department. (if applicable)

Not applicable

ii) Landuse map based on High resolution satellite imagery (GPS) of the proposed site delineating the forestland (in case of projects involving forest land more than 40 ha)

Not applicable

iii) Status of Application submitted for obtaining the stage I forestry clearance along with latest status shall be submitted.

Not applicable

iv) The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-à-vis the project location and the recommendations or comments of the Chief Wildlife Warden-thereon.

Not applicable

v) Wildlife Conservation Plan duly authenticated by the Chief Wildlife Warden of the State Government for conservation of Schedule I fauna, if any exists in the study area.

Not applicable

vi) Copy of application submitted for clearance under the Wildlife (Protection) Act, 1972, to the Standing Committee of the National Board for Wildlife

Not applicable





6. Environmental Status i) Determination of atmospheric

inversion level at the project site and site-specific micrometeorological data using temperature, relative humidity, hourly wind speed and direction and rainfall

Atmospheric inversion level at project site is presented in Section 3.1.2.1 (page#3.4). Site-specific micrometeorological data using temperature, relative humidity, hourly wind speed and direction and rainfall is recorded for the study period and presented in Annexure-XVII.

ii) AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2, NOX, CO and other parameters relevant to the project shall be 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.

AAQ data for winter season at 9 locations for PM10, PM2.5, SO2, NOX, VOC, NH3, HC and CO has been collected. The monitoring stations are located taking in to account the pre-dominant wind direction, population zone and sensitive receptors.

iii) Raw data of all AAQ measurement for 12 weeks of all stations as per frequency given in the NAQQM Notification of Nov. 2009 along with - min., max., average and 98% values for each of the AAQ parameters from data of all AAQ stations should be provided as an annexure to the EIA Report.

The baseline AAQ field data in study area results of all locations for the study period are presented in Annexure-XVIII. Baseline status of study area have been discussed in Chapter-3, Section 3.1.8 (page#3.8-3.9), and details of minimum, maximum, average and 98 percentile values are presented in Table 3.1.4 (page#3.10 - 3.11).

iv) Surface water quality of nearby River (100m upstream and downstream of discharge point) and other surface drains at eight locations as per CPCB/MoEF&CC guidelines.

Eight surface water samples locations identified (ponds, tanks, reservoir, and small rivers) and collected samples and analysed. Baseline status of surface water quality is presented in Chapter-3, Section 3.3.1 (page#3.17-3.18) and Table 3.3.2 (page# 3.21).

v) Whether the site falls near to polluted stretch of river identified by the CPCB/MoEF&CC, if yes give details.

No. Not applicable

vi) Ground water monitoring at minimum at 8 locations shall be included.

Ground water sampling at 8 locations are monitored and included in EIA report.

vii) Noise levels monitoring at 8 locations within the study area.

Noise levels at 9 locations are monitored.

viii) Soil Characteristic as per CPCB guidelines

Soil Characteristics at 10 locations are collected and analysed.

ix) Traffic study of the area, type of vehicles, frequency of vehicles for transportation of materials, additional traffic due to proposed project, parking arrangement etc.

The proposed project site is located adjacent to village road connecting Sadasivapet to Mominpet in E; National Highway-65: Mumbai Highway (old NH-9) is at a distance of 3.5 km (NNE). The vehicular traffic of existing plant and proposed expansion is discussed in Chapter-2, Section 2.3.8 (page#2.8).





x) Detailed description of flora and fauna (terrestrial and aquatic) existing in the study area shall be given with special reference to rare, endemic and endangered species. If Schedule- I fauna is found within the study area, a Wildlife Conservation Plan shall be prepared and furnished.

The flora and fauna (terrestrial and aquatic) existing in the study area is described in Chapter-3, Section 3.5.5 & section 3.5.6(page#3.49-3.56). As such there are no chances of occurrence of any rare or endangered or endemic or threatened (REET) species within the core or buffer area. It is apparent from the list that none of the species either spotted or reported is included in Schedule-I of the Wildlife Protection Act.

xi) Socio-economic status of the study area.

Socio-economic status of the study area is presented in Chapter-3, Section 3.6 (page#3.57-3.66).

7. Impact and Environment Management Plan i) Assessment of ground level

concentration of pollutants from the stack emission based on site-specific meteorological features. In case the project is located on a hilly terrain, the AQIP Modeling shall be done using inputs of the specific terrain characteristics for 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 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 a location map showing the location of project site, habitation nearby, sensitive receptors, if any.

Impact on Air quality due to fugitive emissions, process emissions, boiler & DG sets emissions, Air quality modeling results, air quality impacts is described and presented in Chapter-4, Section 4.2.2 (page#4.6-4.22); Figs 4.1-4.5 (page#4.9, 4.12, 4.19, 4.20-4.21); Tables 4.2-4.6(page#4.11, 4.15, 4.16-4.17, 4.22). Input data used for modeling is presented in Annexure-XLII.

ii) Water Quality modeling - in case of discharge in water body

Not applicable. Industry is proposing to upgrade the existing effluent treatment plant with Zero Liquid Discharge. Treated water will be continued to be reused in the Cooling towers.

iii) Impact of the transport of the raw materials and end products on 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.

This is Synthetic Organic Chemicals (APIs & its Intermediates) manufacturing unit with a daily maximum production will be about 4.8 Tons. Only road transport is feasible for raw materials, product and waste transportation in view of small quantities of materials. The additional traffic generated due to the expansion will be 40 truck trips per day. There will be marginal increase in the traffic density. Hence the impact is negligible (Chapter 4, Section 4.1.7(page#4.3-4.4).

iv) A note on treatment of wastewater from different plant operations, extent recycled and reused for different purposes shall be included. Complete scheme of effluent treatment. Characteristics of untreated and

The brief description of existing effluent treatment system is presented in Chapter-2, Section 2.3.1 (page# 2.7) and Table 2.2(page#2.3). A complete scheme of wastewater management with characteristics is presented in Chapter-4, Section 4.2.4.1(4.24-4.30); Fig.4.6 (page# 4.27); Table





treated effluent to meet the prescribed standards of discharge under E(P) Rules

4.7&4.8(page#4.25 & 4.26).

v) Details of stack emission and action plan for control of emissions to meet standards.

The stack emission details and mitigation measures are presented in Chapter-4, Section 4.2.2.5 (page#4.14-4.15), and Table 4.3 (page# 4.15).

vi) Measures for fugitive emission control

Fugitive emissions and their mitigation measures are presented in Chapter-4, Section 4.2.2.1 (page#4.6-4.11).

vii) Details of hazardous waste generation and their storage, utilization and management. Copies of MoU regarding utilization of solid and hazardous waste in cement plant shall also be included. EMP shall include the concept of waste-minimization, recycle/ reuse/recover techniques, Energy conservation, and natural resource conservation

Hazardous/solid waste generated from different sources, their storage, utilization and management is presented in Chapter-4, Section 4.2.5.2 (page#4.32-4.34). Proposed waste-minimization measures, reduce, recovery and reuse concepts are described briefly in Chapter-10, Section 10.6 (page#10.28-10.29).

viii) Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 2009. A detailed plan of action shall be provided.

Fly ash collected by pneumatic closed conveyor system and stored in a covered area till it is loaded into the truck for disposal to Cement Brick Manufacturers.

ix) Action plan for the green belt development plan in 33% area i.e. 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.

Green belt development and plantation programme (green belt will developed in 13.89 Ha (33% of total area)) is described in Chapter-10, Section 10.2.5.1 (page#10.17-10.21) and green belt depicted in plant layout in Fig.10.3 (page#10.21). The road side tree plantation is proposed under ESC activities Chapter-8, Section 8.2.2 (page#8.2-8.3).

x) Action plan for rainwater harvesting measures at plant site shall be submitted to harvest rainwater from the roof tops and storm 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.

The project proponent is proposed to utilize the rainwater by harvesting through appropriate rain water-harvesting mechanism. Artificial recharge measures like rain water harvesting (RWH) helps to recharge of the ground water which augments the yield of bore wells. The description and design of RWH system and runoff volume available for ground water recharge is presented in Chapter-10, Section 10.2.3.3 (page# 10.12-10.15).

xi) Total capital cost and recurring cost/annum for environmental pollution control measures shall be included

The proposed capital cost of Rs.26.05 crores is earmarked towards environmental pollution control measures. The recurring cost for operation & maintenance after expansion is Rs.20.5 crores per annum. The item wise break-up of estimated capital cost and recurring cost is presented in Table 10.5 (page#10.31).





xii) Action plan for post-project environmental monitoring shall be submitted

Post-project environmental monitoring is described in Chapter-6, Section 6.2 to 6.6 (page#6.2-6.11).

xiii) On-site and Off-site Disaster (natural and Man-made) Preparedness and Emergency Management Plan including Risk Assessment and damage control. Disaster management plan should be linked with District Disaster Management Plan

Disaster management plan for On-site and Off-site emergency preparedness plan is presented in Chapter-7, Section 7.8 (page#7.34-7.47). Natural disaster mitigation measures are presented in Chapter-7, Section 7.8(page# 7.34-7.46).

8. Occupational health i) Plan and fund allocation to ensure the

occupational health & safety of all contract and casual workers

Occupational health & safety is described in Chapter-10, Section 10.4(page#10.25-10.27) and fund allocation to occupational health with recurring cost is presented in Table 10.5 (page#10.29).

ii) Details of exposure specific health status evaluation of worker. If the workers' health is being evaluated by pre-designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre-placement and periodical examinations give the details of the same. Details regarding last month analyzed data of above mentioned parameters as per age, sex, duration of exposure and department wise.

The annual medical check-up for the employees of all the departments are as per the prescribed format including various diagnostic services has been carried out and maintaining the record. The pre-placement medical check-up format is at Annexure-XIII. Summary of department wise health check status of employee are presented in Chapter-2, Section 2.3.9(page# 2.9), Table 2.4 (page#2.9).

iii) Details of existing Occupational & Safety Hazards. What are the exposure levels of hazards and whether they are 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.

As per consequence of MCA analysis, heat radiation and toxic exposure level is presented in Chapter-7, Section 7.4(page# 7.16-7.20). Details of Occupational Safety & Health Aspects are presented in Chapter 6, Section 6.8 (page#6.12-6.15).

iv) Annual report of health status of workers with special reference to Occupational Health and Safety

The annual periodical medical check-up for the employees of all the departments are as per the prescribed format with reference to Occupational Health and Safety has been carried out and maintaining the record for future reference.

9. Corporate Environment Policy i) Does the company have a well laid

down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.

Yes. The corporate environmental policy is described in Chapter-2, Section 2.3.11 (page#2.10).

ii) Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation /

Yes. Described in Chapter-2, Section 2.3.11 (page#2.10).





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 company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions? Details of this system may be given.

Proponent is having a dedicated EHS department headed by Environmental Manager rank employee with 10 years of experience in the field of EHS management. The EHS head is directly reporting to the Managing Director & Director, who is directly overseen the EHS department (Chapter-2, Section 2.3.11 (page# 2.10).

iv) Does the company have system of reporting of non-compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism shall be detailed in the EIA report

Proponent has established the reporting mechanism of violations/ deviations /non- compliances with respect to Environment. Regular management review meetings will be conducted at site level with all functional heads and chaired by Managing Director. The minutes of meeting/ decision will be presented to the Board by the Director (Chapter-2, Section 2.3.11 (page# 2.10).

10. Infrastructural Facilities Details regarding infrastructure

facilities such as sanitation, fuel, restroom etc. to be provided to the labour force during construction as well as to the casual workers including truck drivers during operation phase.

Dedicated washrooms/toilets provided for men & Women. Potable cooled drinking water facilities provided across the facility. Separate rest rooms provided for men & women. Canteen facility provided. Occupational Health centre will be upgraded with full time resident factory medical officer & nursing staff round the clock. Proposed infrastructure facilities during construction phase are presented in Chapter-10, Section 10.1.6 (page#10.3-10.4). Existing amenities/facilities will be strengthened/ upgraded during operation phase are presented in Chapter-2, Section 2.4.1(page#2.13).

11. Enterprise Social Commitment (ESC) i) Adequate funds (at least 2.5 % of the

project cost) shall be earmarked towards the Enterprise Social Commitment based on Public Hearing issues and item wise details along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon.

An amount of Rs. 625 lakhs (2.5% of project cost) are earmarked towards CSR activities Table 8.1(page#8.3). The proposed socio-economic development activities and estimated budget is presented in Chapter-8, Section 8.4 (page# 8.4).

12. Any litigation pending against the project and/or any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case.

No litigation/court case pending against this proposed project in any court of law.





13. A tabular chart with index for point wise compliance of above ToRs.

Separate Chapter presented in draft EIA report at the beginning under ToRs compliance.

B. Specific ToR 1. Details on solvents to be used,

measures for solvent recovery and for emissions control

The list of solvents including hazardous chemicals is presented in Tables 2.8 (page#2.23-2.25). Solvent recovery measures and for emissions control is described in Chapter-4, Section 4.2.2.1(page# 4.6-4.11).

2. Details of process emissions from the proposed unit and its arrangement to control

Maximum Process emissions with their quantities and treatment method are presented in Table 4.2(page#4.11) and control measures are presented in Chapter-4, Section 4.2.2.2 (page# 4.11-4.12).

3. Ambient air quality data should include VOC, other process specific pollutants like NH3, Chlorine, HCl, HBr, H2S,HF etc.as applicable

All the NAAQs parameters including VOC and HC are included in the Baseline Ambient air quality data and presented in Chapter-3, Section 3.1.8 (page#3.8-3.11), Table 3.1.4 (page#3.10-3.11).

4. Work zone monitoring arrangements for hazardous chemicals

Industry will install VOC monitoring system at various locations in the plant premises with alarm facility at suitable Work zone places to know fugitive emission concentrations in the Ambient Air ( Chapter-6, section 6.5.1(page#6.9-6.10).

5. Detailed effluent treatment scheme including segregation of effluent streams for units adopting 'Zero' liquid discharge

The effluent treatment scheme including segregation of effluent streams for units adopting 'Zero' liquid discharge is presented in Chapter-4, Section 4.2.4.1 (page# 4.24-4.30).

6. Action plan for odour control to be submitted.

Action plan for odour control is presented in Chapter-10, Section 10.2.1.5(page#10.8-10.9).

7. A copy of the Memorandum of Understanding signed with cement manufacturers indicating clearly that they co-process organic solid/hazardous waste generated.

Hazardous/solid waste generated from different sources, their storage, utilization and management is presented in Chapter-4, Section 4.2.5.2 (page#4.32-4.34). MoU entered with cement industries for existing quantity and will continue the same for disposing the organic residue.

8. Authorization/Membership for the disposal of liquid effluent in CETP and solid/hazardous waste in TSDF, if any.

Industry had an agreement with TSDF for disposal of Hazardous / Solid waste and will continue the same in proposed expansion. Copy of TSDF agreement is presented at Annexure-XLIV. CETP is not applicable to this industry as the industry will upgrade ETP to ZLD system and is continued to operate the ETP with ZLD concept.

9. Action plan for utilization of MEE/dryers salts.

Industry is continued to do R&D activity to utilize the ATFD salts from the activity.

10. Material Safety Data Sheet (MSDS) for all the Chemicals are being used/will be used.

MSDS for all the chemicals to be used is presented in Volume-II of EIA report.

11. Authorization/Membership for the disposal of solid/hazardous waste in TSDF.

Industry had an agreement with TSDF for disposal of Hazardous / Solid waste and will continue the same in proposed expansion. Copy of TSDF agreement is presented at Annexure-XLIV.

12. Details of incinerator if to be installed No proposal to install incinerator.





13. Risk assessment for storage and handling of hazardous chemicals/solvents. Action plan for handling & safety system to be incorporated.

Risk Assessment for storage of chemicals is presented in Chapter-7, Section 7.1.3(page# 7.4-7.5). Risk mitigation measures during storage, handling and for spill (small/large), fire and handling as well as toxic release is presented in Chapter-7, Section 7.5 (page# 7.21-7.32) and Tables 7.12 & 7.13(page#7.24-7.25 & 7.26-7.27).

14. Arrangements for ensuring health and safety of workers engaged in handling of toxic materials.

Health and safety of workers engaged in handling of toxic materials is discussed in Chapter-4, Section 4.2.8 (page#4.36- 4.38).

C. Additional ToR 1. Permission from competent Authority

for ground water extraction The acknowledgement from State Ground water department on submission of application for ground water drawl is at Annexure-XV.

2. Detailed CSR plan with measurable targets .

An amount of Rs. 625 lakhs (2.5% of project cost) are earmarked towards CSR activities Table 8.1(page#8.3). The proposed socio-economic development activities and estimated budget is presented in Chapter-8, Section 8.4 (page# 8.4). Rs. 625 lakhs (2.5% of additional investment of Rs.250 Cr.) are earmarked for Enterprises Social Commitment (ESC). ESC plan for 5 years with beneficiary villages are presented Chapter-10, Section 10.2.6.1 (page# 10.22).

3. 10m width green belt area around periphery of unit

Plant layout showing width of the green belt along the periphery of the unit is presented in Chapter-10, Fig.10.3 (page# 10.21). List of plants identified for green belt are presented in Table 10.2 & 10.3 (page# 10.19).

4. Regional Office, MoEF&CC Certified compliance to the existing EC to be submitted.

Industry was established in 1995 and manufacturing API Intermediates only till date. Hence, does not have Environmental Clearance. TSPCB issued latest Consent Order in January 2018 on submission of Compliance report to the conditions. Latest CFO order copy issued by TSPCB is at Annexure-IV.

Executive Summary

AVR Organics Pvt. Ltd.– EIA Report Executive Summary

_______________________________________________________________________________ ES.1 KKB Envirocare Consultants Pvt. Ltd., Hyderabad

1.0 Introduction

M/s AVR Organics Pvt. Ltd., proposes to expand its API Intermediates manufacturing

to APIs & its intermediates manufacturing with R&D facility in 2 phases (Phase-1: 60%

production capacity & Phase-2: 40% production capacity) to produce 1728 TPA from existing

production capacity of 4039 TPA with a total investment of Rs. 285 Crores including the

existing investment of Rs. 35 Crores in the existing premises with extended land of 42.08 Ha

(104 Acre) from existing land of 3.26 Ha (8.05 acre).

The unit is located in the existing and extended land covering in two villages of Sy. Nos: 11,

12, 13 of Yawapur & 233, 233 E2, 261, 261AAE, 262, 262 AAE, 267, 267 A2, 267E, 276,

276AA, 276 E, 276/A/1, 278, 279 AA, 280, 280A, 281, 281AA, 281 VU, 285, 285E, 287,

287A1, 288, 288A, 289, 290, 290/VU, 291 & 291/A of Maddikunta villages of Sadasivapet

(M), Sangareddy district, Telangana (formerly Medak District, Andhra Pradesh)

The expansion proposal is to manufacture 16 products on compaign basis at a point of time

out of 73 APIs & its intermediates plus R&D products with a production capacity of 1728

TPA. The APIs products manufactured are used in API formulation industry, which are

applicable for human consumption around the world after formulation activity. The draft EIA

report is prepared considering the MoEF&CC approved Terms of Reference (ToR) vide letter

no. F.No. J-11011/380/2016-IA. II (I) dated 29-04-2017 and submitted to Telangana State

Pollution Control Board (TSPCB) for conducting public consultation / hearing. On obtaining

the minutes of the public Consultation, final EIA report will be prepared incorporating the

response to the issues raised in public Consultation and submitted to the MoEF&CC for its

EC appraisal.

2.0 Project Description

M/s AVR Organics expanding its API Intermediates manufacturing to APIs & its

intermediates manufacturing with R&D facility for both domestic and international markets.

The unit was incorporated under the Companies Act on 20.02.2006. On 10-4-2006 M/s AVR

Organics purchased M/s. Tejasviny Rasayans Ltd., which was established in 1995 in an

area of 8.05 acres (3.26 Ha) located at Sy.Nos 12 & 13 at Yawapur Village, Sadasivapet

Mandal, Sangareddy District of Telangana (formerly Medak District of Andhra Pradesh). All

the drugs manufactured will meet the international standards, which bear testimony to its

commitment to adopt strict quality standards set by international quality agencies.



1. Name & Address

M/s AVR Organics Pvt. Ltd., Yawapur & Maddikunta villages of Sadasivapet Mandal, Sanga Reddy district (formerly Medak District),Telangana State

2. Area of the project 42.08 Ha (104 Acre) including existing 3.26 Ha (8.05 acre) in the existing premises with extended land.

3. Latitude and Longitude Latitude: 170 35’ 20.47” N & Longitude: 770 55’ 50.58” E

4. Elevation 564 m MSL

5. Products Manufacture of 16 campaign APIs and its Intermediates out of 73 products plus R&D products

6. Production capacity 1728 TPA [Phase-I: (60% production capacity) & Phase-II: TPA (40% production capacity)]

7. Capacity of Boilers Existing: 3 TPH coal fired boiler will be standby Proposed: 2 X 6 TPH and 10 TPH Coal fired boilers; 4 Lakh K.cal/hr proposed Coal Fired Thermic Fluid Heater. 2 Nos of 2 Lakh Kcal/hr Diesel fired Thermic Fluid Heaters.

8. Capacity of DG sets Existing: 125 KVA Proposed: 2 x 1000 KVA & 2 x 500 KVA DG sets are used as standby during power failure.

9. Water requirement 863 KLD (Fresh water: 556 KLD and Reuse water: 307 KLD)

10. Power requirement 2750 HP (incl. permitted 750 HP)

11. Fuel requirement Coal consumption: 102 TPD HSD- 670 lph for DG sets and TFHs

12. Manpower including Existing 1500 nos. (Including existing 40 nos.) (Direct-1000 nos & 500 nos. Indirect)

13. EMP Budget for EHS EMP Recurring cost

Rs. 26.05 Crores in addition to the existing Rs. 20.5 Crores per annum

14. ESC Budget Rs. 625 lakhs in addition to the existing

2.1 Process Description

The manufacturing process of APIs & its intermediates consists of chemical

synthesis extending to a maximum of 10 stages and minimum of 1 stage of processing

involving different type of chemical reactions. The API products manufactured are used in

API formulation industry, which are applicable for human consumption around the world after

formulation activity. Technology for manufacturing proposed products is available from in-

house R&D & private consultants. Industry will implement the proven technologies in the

R&D for the cost effective & environmental friendly practices. The process descriptions, flow

chart, route of synthesis and material balance etc. for the manufacturing of proposed

products are presented in Volume-II of EIA report. In the manufacturing process various

kinds of solvents will be used, so the quantity of different solvents used, recovered, lost and



solvent balance cycle is described in EIA report. The proposed products and by-products are

presented below.

Proposed Products, their Capacities and Therapeutic Category Sl. No. Product Quantity

(Kg/Day) Quantity

(TPA) Therapeutic Category

1. Abacavir Sulfate 33.3 12 Anti-Retroviral 2. Aceclofenac 166.7 60 Anti-Inflammatory 3. Albendazole 100 36 Anthelmintic 4. Amlodipine Besylate 166.7 60 Anti-Hypertensive 5. Atazanavir Sulphate 66.7 24 Anti-Retroviral 6. Azacitidine 3.3 1.2 Anti-Neoplastic 7. Bimatoprost 6.7 2.4 Anti-Glaucoma 8. Bortezomib 0.8 0.3 Anti-Neoplastic 9. Bupropion Hydrochloride 16.7 6 Anti-Depressant 10. Capecitabine 66.7 24 Anti-Neoplastic 11. Carboplatin 0.7 0.4 Anti-Neoplastic 12. Ciprofloxacin Hydrochloride 166.7 60 Anti-Biotic 13. Cisplatin 0.7 0.2 Anti-Neoplastic 14. Citalopram Hydrogen Bromide 100 36 Anti-Depressant 15. Clopedegral Bisulphate 166.7 60 Anti-Platelet 16. Darunavir 100 36 Anti-Retroviral 17. Dexrazoxane 0.8 0.3 Anti-Neoplastic 18. Diclofenac Sodium 33.3 12 Anti-Inflammatory 19. Docetaxel 0.8 0.3 Anti-Neoplastic 20. Doletagravir 666.7 240 Anti-Retroviral 21. Domepridone 166.7 60 Anti-Emetic 22. Efavirenz 166.7 60 Anti-Retroviral 23. Emtricitabine 66.7 24 Anti-Retroviral 24. Erlotinib 16.7 6 Anti-Neoplastic 25. Escitalopram Oxalate 100 36 Anti-Depressant 26. Felbamate 16.7 6 Anti-Consulvant 27. Flucanazole 166.7 60 Anti-Fungal 28. Folic Acid 166.7 60 Vitamin 29. Fosampanavir 333.3 120 Anti-Retroviral 30. Gabapentain 333.3 120 Anti-Consulvant 31. Gefitinib 16.7 6 Anti-Neoplastic 32. Gemcitabine Hydrochloride 3.3 1.2 Anti-Neoplastic 33. Imatinib Mesylate 66.7 24 Anti-Neoplastic 34. Irbesartan 66.7 24 Anti-Hypertensive 35. Irinotecan Hydrochloride 1.7 0.6 Anti-Neoplastic 36. Lamivudine 66.7 24 Anti-Retroviral 37. Latanoprost 6.7 2.4 Anti-Glaucoma 38. Lenalidomide 0.8 0.3 Anti-Neoplastic 39. Levocetirizine HCl 166.7 60 Anti-Histamines 40. Levoflaxacin Hemihydrate 100 36 Anti-Biotic 41. Lopinavir 6.7 2.4 Anti-Retroviral 42. Lopiramide 3.3 1.2 Anti-Neoplastic 43. Loratidine 66.7 24 Anti-Histamines 44. Losartan Potassium 166.7 60 Anti-Hypertensive 45. Mefenamic Acid 166.7 60 Anti -Inflammatory 46. Montelukast Sodium 33.3 12 Anti-Asthmatic 47. Moxifloxacin Hydrochloride 66.7 24 Anti-Biotic 48. Naproxen 33.3 12 Anti-inflammatory 49. Naratriptan 100 36 Anti-Migraine



Sl. No. Product Quantity

(Kg/Day) Quantity

(TPA) Therapeutic Category

50. Nevirapine 100 36 Anti-Retroviral 51. Norfloxacin 100 36 Anti-Biotic 52. Oseltamavir Phosphate 33.3 12 Anti-Retroviral 53. Oxaliplatin 0.7 0.2 Anti-Neoplastic 54. Pantoprazole Sodium Sesquihydrate 166.7 60 Anti-Ulcerative 55. Pemetrexed 0.8 0.3 Anti-Neoplastic 56. Phenylepherine Hydrochloride 16.7 6 Nasal decongestant 57. Pregablin 1000 360 Neuropathic 58. Raltegravir 33.3 12 Anti-Retroviral 59. Rilpivirine Hydrochloride 166.7 60 Anti-Retroviral 60. Ritonavir 33.3 12 Anti-Retroviral 61. Rosuvastatin Calcium 33.3 12 Antihyperlipidemic 62. Saqunair Mesylate 10 3.6 Anti-Retroviral 63. Sildnafil Citrate 333.3 120 Anti-Erectile 64. Sunitinib 3.3 1.2 Anti-Neoplastic 65. Telmisatran 166.7 60 Anti- Hypertensive 66. Temozolamide 1.7 0.6 Anti-Neoplastic 67. Tenofovir Diisoproxil Fumarate 233.3 84 Anti- Retroviral 68. Thalidomide 3.3 1.2 Anti-Neoplastic 69. Tramadol Hydrochloride 333.3 120 Analgesic 70. Travoprost 6.7 2.4 Antiglaucoma 71. Valgancyclovir 166.7 60 Anti-Retroviral 72. Valsartan 100 36 Anti-Hypertensive 73. Zidovudine 10 3.6 Anti-Retroviral Total Production on campaign basis 4733.5 1704

R & D Facility R & D 66.7 24

Total Production on campaign basis (any 16 products at a time) + R&D products 4800.2 1728

Source: M/s. AVR Organics Pvt. Ltd. Proposed List of By-products

Sl. No. Name of the By-Product Quantity

(Kg/day) Quantity

(TPA) Name of the Product

1. Tributyl methyl Stannane +Tributyltin Chloride 78.85 28.39 Valsartan

(Stage-4)

2. Spent Acetic acid 1577.89 568.04 Amlodipine Besylate (Stage-4)

3. 4-Nitrophenol 23.42 8.43 Ritonavir (Stage-3 & Stage-6 )

4. Tert-Butyl (fluoro) dimethylsilane 12.75 4.59 Rosuvastatin Calcium

(Stage-8)

5 Piperazine Hydrochloride 72.09 25.95 Ciprofloxacin Hydrochloride Monohydrate

6 Platinum 18.22 6.56 Cisplatin

7 Silver Iodide + Silver Nitrate 1.8 0.65 8 Recovery of Platinum 18.76 6.75

Carboplatin 9 Silver 3.21 1.16 10 NMBA Hydrobromide 23.97 8.63

Phenylephrine Hydrochloride 11 Sodium Bromide Solution 61.17 22.02

Source: M/s AVR Organics Pvt. Ltd.



3.0 Description of the Environment

3.1 Topography

The project study area (10 km) is exhibiting mostly plain topography. This proposed

expansion project site is located adjacent to village road connecting Sadasivapet to

Mominpet in E; National Highway NH-65 – Mumbai Highway (Previously NH-9) is at a

distance of 3.5 Km (NNE) and nearest habitation Maddikunta village - 1.6 Km (NW) to the

project site. Sadasivpet – 2.3 Km (NNE) (Mandal Headquarters); Yawapur revenue village of

Siddapur gram panchayat is at 3.3 Km (ENE); Sangareddy (District Headquarters) – 14.3

Km (ENE); Sadasivapet Road Railway Station at Morangpalli village – 13 Km (SSW);

Hyderabad (ORR) – 33 Km (ESE); Rajiv Gandhi International Airport - 65 Km (SE) direction

(Aerial distance) to the project site. The transportation of raw material and finished products

can be arranged by road, rail and air to the domestic and international destinations.

3.2 Study period

Baseline environmental data generation of study area was carried out during winter

season from December 2016 to February 2017. Data has been generated by following the

approved procedures of the Ministry of Environment, Forests and Climate Change and the

Central Pollution Control Board guidelines. Study area of 10 km radial distance around the

site has been considered for the EIA study.

3.3 Meteorology

Meteorological data for winter season 2016-17 have been generated in the existing

plant site. The predominant wind direction during the study period is SE, ESE, E and SSE

sectors. The wind speed ranges from 0 to 2.67 m/s. Temperature during the study period is

12.2 °C minimum and 32.6 °C maximum.

3.4 Ambient Air Quality

The National Ambient Air Quality Standards (NAAQS) parameters & HC, VOC were

monitored at nine locations during the study period. The maximum 24 hourly PM10 and PM2.5

concentrations at all locations varied from 46-55 µg/m3 and 18-26 µg/m3 respectively. The

maximum concentrations of SO2 were observed in the range from 6.5-8.3 μg/m3.

The NO2

concentration was in the range from 9.5-13.8 μg/m3. NH3 HC, CO concentrations at all

locations are below detectable limits. The Volatile Organic Compounds monitored at

difference locations in the study area were found in the range of BDL-0.4 ppm, the highest

being at plant site. The VOC observed at various work zone areas of the existing plant site

with a maximum of 1.2 ppm near production block and minimum is below detectable limit at



hazardous waste storage area. Monitored parameters of ambient air quality in the study area

are well within the prescribed NAAQS standards.

3.5 Ambient Noise Levels

Ambient noise levels were monitored at nine locations within study area. The

observed noise level in the study area ranges from 51.3 -56.7 dB (A) during day time and

41.5 - 53.4 dB (A) during the night time. The noise levels at all the locations in study area

were observed well within the permissible limits prescribed by CPCB during day as well as

night times.

3.6 Water Quality

Eight samples of surface water and eight samples of groundwater were collected in

study area. All surveyed villages are having water supply through Gram Panchayat bore

wells. The ground water analysis results show that TDS, alkalinity, hardness, chlorides are

marginally higher than acceptable limits as per IS 10500-2012. However results indicate

permissible limits in the absence of alternate source.

3.7 Soil Quality

Ten soil samples were collected and analyzed. Potassium availability is good in

neutral and alkaline soil. The predominant texture of soil in study area is clay loam, loam,

and silty clay loam. The pH values in the study area are varying from 7.4 - 8.3 showing

moderately alkaline during study period at all sampling locations. Organic matter (carbon)

present in soil samples collected show as 0.42 – 1.6 % medium to more than sufficient.

Nitrogen presence varies from better to sufficient, whereas phosphorus present is less.

Potassium present is less to better.

3.8 Sensitive Ecosystem

There are no ecologically sensitive areas such as Biosphere reserves, National

Parks, Wildlife Sanctuaries or other protected areas within a distance of 10 km from the core

area. No reserved forests in the buffer zone. None of the plant species and animals present

in the study area belongs to threatened or endangered categories.

3.9 Biological Environment

There are no biosphere reserves within 10km radius of the study area. As there are

no rare or endangered or endemic or threatened (REET) species of plants and animals, the

proposed project is not going to pose any threat to local flora and fauna.



3.9.1 Flora

The plant resources in core area consisted of 59 species belonging to 42 genera and

39 families. The predominant life forms include Trees (22sp), followed by Herbs (19sp) &

Shrubs (18sp). The plant resources of the buffer are 159 plants species belonging to 138

genera and 68 families. The predominant life forms includes Trees (51sp), Herbs (65sp),

Shrubs (22sp), Climbers (16 sp) and Hydrophytes (5sp) which Leguminosae (30sp) was the

most specious family followed by Apocynaceae (10sp), Acanthaceae (10sp) &

Amaranthaceae (8sp) which represent most of the vegetation is of non-forest flora.

3.9.2 Fauna

In the core zone 1 species of mammals were recorded namely House rat. Whereas

in birds 7 species were recorded, species such as Plain prinia, House sparrow, Tickell's blue

flycatcher & Common Babbler are the common species which are encountered during the

survey period. In Herpeto fauna, 4species were recorded namely Common garden lizard,

Common House Gecko & Indian bull frog & tree frog. Invertebrates, includes 5 species,

common species are Danaid egg fly, Tawny Coster & Mottled emigrant are the common

species.

In the buffer zone a total of 86 species of fauna were recorded of which Mammals 10

sp, Birds 49 sp, Herpeto-fauna 10 sp, Invertebrates 23 sp & Fishes 4 sp. Mammals includes

Squirrel, Common Mongoose, Rhesus Monkey are the key stone species of the area.

Among the birds, 48 species belonging to 10 orders and 34 families were recorded. Important

species of the area are Asian Palm Swift, Cattle Egret, Grey Heron, Black Kite, Small Green

Bee-eater, Black Drongo & Pied kingfisher. The herpetofauna represented with 10 species

belonging to 2 orders & 4 families, while 23 species of invertebrates belonging to 6 orders and

12 families were recorded in the area.

4.0 Impact Assessment and Mitigation Measures

4.1 Air Environment 4.1.1 Process emissions

Manufacturing of APIs and its intermediates will result in gaseous emissions like H2,

HCl, SO2, NO2, CO2, n-butane, O2, NH3, Methylamine, Methyl Chloride, HF & HBr emissions

are liberated from the process. The gaseous emissions will be scrubbed in two / three stages

with suitable liquid based on the characteristics of gases. HCl, HBr, HF, Methylamine, Methyl

Chloride, NO2 and NH3 emissions vents from the reactor will be connected to multi stage

scrubber with suitable chilled or room temperature liquid water / caustic / dilute HCl to scrub

the emissions effectively and the scrubbing liquid sent for further treatment. H2 and n-butane



will be diffused with flame arrestor. CO2 and O2 will be dispersed into atmosphere by

providing vents to the reactors/ through a stack above the production block. The scrubbed

solutions will be sold / captive consumption / sent for recycle and ETP for further treatment

and reuse.

4.1.2 Fugitive emissions

The solvents used for the process will be stored in drums and bulk quantities will be

stored in above ground storage tanks of suitable capacities. Solvents are handled in closed

conditions and closed operations thereby reducing the losses in the form of evaporation. The

industry will take measures for reduction of fugitive emissions by providing condensers with

chilled brine / water / cooling water circulation to condensate the solvent vapor from the

reactor, receiver and tank vents which ensure the maximum recovery.

Good ventilation will be provided to reduce the workroom concentrations. Solvent

vapors from the Centrifuge and Catch pots will be connected to vent condensers. The height

of the solvent receiver tank vent is above production block roof level and diameter is 20 mm.

Industry is proposing to install 5 solvent distillation columns each 1 KL/hr capacity SS column

with Primary and Secondary condenser facility to recover the solvents

4.1.3 Emissions – Utilities

Boilers, Thermic fluid heaters and DG sets are the three sources of point source

emissions from the proposed expansion project. Multi-cyclone separators and bag filters with a

stack height of 40m/30 m will be installed for controlling the particulate emissions and effective

dispersion of flue gases within statutory limit of 115 mg/Nm3 from the proposed coal fired

boilers of 2 X 6 TPH & 10 TPH in addition to the existing coal fired 3 TPH boiler, 4 Lakh

K.cal/hr thermic fluid heater & two diesel based thermic fluid heaters of each 2 lakh K.cal/hr.

Stacks will be provided to the proposed DG sets of 2 x 1000 KVA and 2 x 500 KVA at height of

9/11 m. These are in addition to the existing DG set of 125 KVA. Greenbelt development

within the plant premises will help in attenuating the pollutants emitted by the plant.

Total coal consumption after expansion is 102 TPD for Coal fired boilers and thermic fluid

heater. The estimated diesel consumption will be 670 lph. DG sets will be used as standby

during power failure.

To minimize the SO2 emissions, available low sulfur coal (0.5%) will be utilized for proposed

boilers. The NOx emissions from the boilers will be controlled by controlling combustion

measures, which will be approached by way of low NOx burners and by air staging in boiler.

The stack details and flue gas characteristics along with emission rate for individual pollutants

used for prediction of air quality impacts including existing emission details are given below.



Source Stack Height

(m) Diameter

(m) Temperature

( oC)

Flue Gas Flow rate

(m3/hr)

Exit Gas

Velocity (m/sec)

PM SO2 NOx

kg/hr

Proposed 10 TPH

Coal fired 40 0.7 150 26604 14.71 1.35 14.17 8.10

6 TPH Coal fired

Boiler 40 0.7 150 15969 12.9 0.81 8.5 4.86

6 TPH Coal fired

Boiler 40 0.7 150 15969 12.9 0.81 8.5 4.86

4 Lakh k.cal/hr

Coal fired TFH

30 0.15 150 530 8.32 0.104 1.045 0.73

2x2 lakh k.cal/hr

diesel fired TFH

30 0.30 150 867.6 3.4 0.008 0.174 0.186

1000 KVA DG Sets 11 0.4 150 5650 12.5 0.063 1.25 1.34

1000 KVA DG Sets 11 0.4 150 5650 12.5 0.063 1.25 1.34

500 KVA DG Set 9 0.3 150 2820 11.1 0.032 0.63 0.67

500 KVA DG Set 9 0.3 150 2820 11.1 0.032 0.63 0.67

Existing 3 TPH

Coal fired Boiler

30 0.3 150 7965 11.3 0.405 4.25 2.43

Note: Coal calorific value is 4500 kcal/Kg of coal with 0.5% sulphur

The GLC predictions

Pollutant Maximum

Incremental Level Maximum Baseline

Maximum Resultant

NAAQ Standard (µg/m3)

(µg/m3) 24 hrs Annual PM10 2.44 55 57.44 100 60

SO2 25.71 8.3 34.01 80 50

NO2 15.16 13.8 28.96 80 40

From the above prediction for proposed APIs and its intermediates unit with R&D facility, it is

clear that maximum ground level concentrations of PM10, SO2, and NO2 emissions from the

proposed plant emissions will be 57.44 µg/m3, 34.01 µg/m3 and 28.96 µg/m3 respectively,



which are within the permissible standards. Also, the maximum impact zone for all the

pollutants is within 0.71 km radial zone from the proposed stacks.

The post - project scenario of PM, SO2 and NO2 levels after super imposing predicted

increments over baseline status at AAQ monitoring locations are well within the limits. The

prediction results corresponding to PM, SO2 and NO2 indicate that the air quality impacts

w.r.t. criteria pollutants exclusively from the proposed Steam Boilers, DG Sets & TFHs would

be insignificant and post-project status will remain well within the prescribed NAAQS for

residential, rural and other areas, being contribution by proposed Steam Boilers, DG Sets &

TFHs are negligible at all receptors location.

4.2 Noise Environment

The only noise generating sources are DG sets, motors and rotating machinery like

pumps / blowers / compressors etc. DG sets will be installed with inbuilt acoustic

enclosures. DG sets will be functioning only at the time of power failure. There is no need

for the workers to be near this unit continuously. However the workers in this area will

always provide with ear muffs. The cumulative impact of all noise sources at boundary will

be less than 55 dB (A). There will not be much effect on the nearest village (habitation),

which is 1.6 km distance from the project boundary. Hence, no significant impact is

envisaged. Under the general health checkup scheme as per factory act, the workers will

be examined for any noise induced Hearing Loss (NIHL) by a trained ENT Doctor.

4.3 Water Environment

The wastewater generated from the plant will be from Process, DM & Scrubber, Washings,

Boiler, Cooling Tower, QC & R&D and plant domestic wastewater. Total effluent expected

from the production process, washings, utilities and domestic will be about 348 KLD for ETP

with Zero Liquid Discharge. The treated effluent will be reused in cooling towers & boilers as

makeup water. Flow chart is given below.



Effluent Treatment Flow as per Segregation

Effluent Characteristics

Quantity (KLD) Treatment Flow

Process, DM & Scrubber HTDS/HCOD & (HTDS)

HTDS > 5000 mg/l HCOD > 5000 mg/l

170

Collection Equalization Neutralization Settling Holding Steam stripper MEE along with HTDS effluent Condensate to ETP (biological treatment) Concentrate to ATFD ATFD Condensate to ETP (Biological Treatment) along with domestic wastewater (septic tank overflow) Pressure Sand Filter Activated Carbon Filter RO RO rejects to MEE. RO Permeate & MEE Condensate to cooling tower ATFD Salts to HWMP-TSDF and stripped solvents to SPCB authorized cement industries.

Washings, Boiler, Cooling Tower, QC &

R&D LTDS / LCOD

LTDS < 5000 mg/l LCOD < 5000 mg/l

118 Collection Equalization Neutralization ETP (Biological Treatment) along with MEE Condensate

Domestic 60 ETP (Biological Treatment)

4.4 Land Environment

The proposed expansion project site (42.08 Ha) is plain existing with extended land

having little undulation as there is no crop development in this project site. Therefore, the

AVR Organics plant activities are unlikely to alter the agricultural and land-use pattern in the

study region.

4.4.1 Hazardous / Solid Waste

Hazardous/Solid waste generated from the various stages of proposed expansion of

API Intermediates manufacturing to APIs & its intermediates manufacturing with R&D facility

and its handling and disposal is given as under.



Table 4.10: Hazardous / Solid Waste Generation, Handling and Disposal

Sl. No. Source

Proposed Quantity

(TPD) Handling Method Disposal

1. Organic residue 13.5

HDPE Drums

Sent to SPCB Authorized Cement industries / TSDF

2. Spent Carbon 0.45

3. Distillation Bottom Residue (1% of spent solvents) 2

4. Inorganic & Evaporation salt (Process) 20.5

HDPE Bags 5. Evaporation salt (Non-Process) 1.5

6. ETP Sludge 0.5

7. Boiler Ash 41 Stored in covered area

Sold to Cement Brick Manufacturers

Other Hazardous Waste generation from the Plant

8.

a) Detoxified Container / Liners drums b) HDPE Carboys c) Fiber Drums

500 Nos./

month Designated covered area

Disposed to SPCB Authorized agencies after

complete detoxification d) PP Bags 200

Kg/month

9. Spent solvents (with moisture) (solvents 70 + water 5 )

75 KLD Stored in Drums / Tanks

Sent to In-house Solvent Recovery System

10. Recovered Solvents from spent solvents 65 KLD

Stored in Drums / Tanks

Recovery within the premises duly sending the residue to

Authorized agencies

11. Spent Mixed solvents (5 from SRS + 3 from ETP) 8 KLD


Recovery within the premises / Sent to SPCB Authorized

agencies

12. Waste oils & Grease 3 KL/A Stored in Drums

Sent to SPCB Authorized agencies for reprocessing /

recycling.

13. Used Lead acid Batteries 50 Nos. / annum

Designated covered area

Sent to suppliers on buy-back basis.

14. Misc. Waste (spill control waste) 12 TPA Stored in

Drums TSDF

15. Spent Catalyst 1 TPD Stored in Drums

Sold to suppliers on buy-back basis.

Table 4.10 contd.,: Non-Hazardous Waste Generation, Handling and Disposal

Sl. No.

Name of the waste Quantity (TPD)

Quantity (TPA)

Handling Disposal option

1. Used Insulation waste, PVC Scrap, HDPE & PP scrap, Paper waste, Used Thermocouple waste, Glass scrap, Iron scrap, SS scrap, Aluminium & other Metal Scrap, Cotton waste (used aprons/ uniforms, etc.), Packing wood etc.,

0.5 180 Storage yard

Sent to outside agencies for recycling

2. Kitchen waste 0.2 72 HDPE Drums

Composted on site and reused for green belt



Table 4.10 contd.: Biomedical Waste and E- Waste Generation, Handling & Disposal

Sl. No. Name of the waste Quantity

(kg/day) Quantity

(TPA) Disposal option

1.

Category : Yellow (h) Decontaminated media from Microbiology Lab

20 7.2

Pre-treat to sterilize with non-chlorinated chemicals on-site as per BMW Rules

and sent to PCB authorized agency for incineration.

2.

Category: White Waste sharps from OHC (Needles, syringes, scalpels, blades, glass, etc.)

0.1 0.036 Autoclaving and sent to PCB authorized agency.

3.

Category : Yellow (c) Soiled Waste from OHC (cotton, dressings, soiled plaster casts, other material)

0.3 0.108 Sent to PCB authorized agency for incineration.

4. E – waste 10 3.6

Sent to authorized E-waste collection centres/

registered dismantlers / authorized recyclers/ return

back to manufacturers.

Solid waste will be segregated, detoxified and collected in the HDPE Drums / Bags

and will be stored in the covered and raised platform with Leachate collection system.

4.5 Socio-Economic Environment

Population in the study area as per 2011 census is 1,12,695 persons. Literacy

pattern of the study area was reported to be around 67.67% of the total population of the

study area. Total work force in the area was reported to be around 44.56%. Operation phase

of proposed expansion project will require total workforce of direct (1000) and Indirect (500)

persons including the existing staff. Preference will be given to local people. Migration of

persons with better education and professional experience will result in increase in literacy

and betterment of the surrounding villages. Under the Corporate Social Responsibility the

Industry will develop a policy of developing the villages in the vicinity by identifying the

requirements.

5.0 Handling of Hazardous Chemicals, Waste and Risk Assessment

The manufacturing of APIs & its intermediates with R&D facility has to handle many

such chemicals that are hazardous in nature. Once these chemicals are used for some

reactions, some hazardous wastes are generated. The industry will continue to provide

special training to the workers handling Hazardous chemicals / wastes. Only highly trained

personnel with personal protective equipment’s (PPE’s) will be allowed to handle such

chemicals or wastes under strict supervision.



6.0 Occupational Health Hazards

The principle of occupational health hazards posing danger to the health of personnel

are coal handling area (for boiler feed), reactors area, boiler area, loading and unloading

sections in the store area, solvent storage area, acid and alkali handling/storage areas, oil

storage areas, Handling storage and disposal of Hazardous wastes etc., EHS cell will ensure

employees in these areas to use PPEs with proper precautions. First aid boxes are placed in

all activity areas. AVR Organics has tie-up with local hospital which has ambulance facility

for immediate action in case of any accident.

7.0 Greenbelt Development

Industry proposed to develop the Greenbelt in and around the plant boundary to

extent of 13.89 Ha (33%). The green cover proved beneficial such as retention of soil

moisture, prevention of soil erosion, recharge of ground water, noise attenuation, dust

control and moderation of the micro-climate of the area.

8.0 Post- Project Environmental Monitoring

The existing environmental management cell will be upgraded with necessary

infrastructure, experienced and qualified personnel reporting to the Director regarding

regular monitoring and environmental performance of project area. Industry allocated

Rs. 20.5 crores per annum as recurring cost (Operation & Maintenance) for Environmental

Monitoring.

8.1 Construction Phase

The proposed expansion project envisages setting up of additional buildings and

machinery, establishment of production and storage facilities. The construction activities are

expected to last for about one year. Environmental monitoring measures during construction

stage are given below.

• Ambient air quality parameters viz., PM10 and PM2.5, SO2, and NO2 will be monitored to

ensure that ambient air quality standards would be met all the time.

• Basic amenities such as drinking water, sanitation & lighting will be provided to the

construction workers.

8.2 Operation Phase

Air emissions from process areas, Boilers, DG sets, TFHs, Utilities, liquid effluents,

hazardous and non- hazardous waste generation are envisaged. The following attributes



which merit regular monitoring based on the environmental setting and nature of project

activities are listed below:

• Source emissions and ambient air quality.

• Groundwater levels and ground water quality in surrounding bore wells.

• ETP effluent quality before and after treatment.

• Hazardous and solid waste characterization (process hazardous waste, ash, oily

wastes, ETP sludge, used and waste oil).

• Soil quality.

• Noise levels (Ambient, machinery noise levels, occupational exposures) .

• Ecological preservation and afforestation.

• Health checkup (every year) will be made as per the guidelines prescribed by the

statutory body.

9.0 Rain Water Harvesting

Industry has proposed to develop RWH facilities within the plant premises based on

the contours of the project. The Rainwater will be stored and reused in the utilities and

excess if any will routed to recharge pits within the plant premises. This has been quantified

and given in the report.

10.0 Project Benefits

M/s AVR Organics proposes to expand its API Intermediates manufacturing to APIs

& its intermediates manufacturing with R&D facility not only increases the market availability

of therapeutic drugs but also reduces the import burden on the country and also support the

government by paying the taxes to the exchequer. In addition to this certain social

contributions will help in economic growth of the area. Adequate additional plantation is

proposed inside the plant. The trees will maintain regional ecological balance and conform to

soil and hydrological conditions. Indigenous species would be preferred. The management

will continue to support the local administration and other form of assistance for the

development of public amenities in this region. The social requirements will be identified

such as drinking water requirement, rain water harvesting tanks, promotions of educational

institutions, medical facilities, etc., to the villagers. The health programme outlines a routine

monitoring of health and safety of the work force. Project will generate direct and indirect

employment preferably from the nearby villages and unavailable technical persons will get

from outside. Total Employment will be 1500 persons as 1000 direct & 500 persons indirect

after expansion. Industry allocated Rs.625 lakhs towards Corporate Social Responsibility.

Chapter 1 Introduction

AVR Organics Pvt. Ltd.– EIA Report Chapter 1: Introduction

_________________________________________________________________________________ 1.1 KKB Envirocare Consultants Pvt. Ltd., Hyderabad

Chapter 1

Introduction 1.1 Preamble

The Government of India plans to incentivise bulk drug (APIs) manufacturers,

including both state-run and private companies, to encourage ‘Make in India’ program and

reduce dependence on imports of active pharmaceutical ingredients (APIs), nearly 85 per

cent of which come from China. Source: India in Business, Ministry of External Affairs, GoI, Investment and Technology Promotion Division.

In order to meet the increased demand, M/s AVR Organics Pvt. Ltd., proposes to expand its

API Intermediates manufacturing to APIs & its intermediates manufacturing with R&D facility

in 2 phases (Phase-I: 60% & Phase-II: 40%) to produce 1728 TPA in the existing area of

3.26 Ha and extended additional land of 38.82 Ha; total land after expansion will be 42.08 Ha

(104 Acres). A copy of Certificate of Registration in favor of M/s AVR Organics Pvt. Limited

on 20-02-2006 is at Annexure-I.

M/s. Tejasviny Rasayans Ltd., was established in 1995 in an area of 8.05 acres (3.26 Ha)

located at Sy.Nos 12 & 13 at Yawapur Village, Sadasivapet (M), Sanga Reddy District of

Telangana (formerly Medak District of Andhra Pradesh). Obtained first Consent For

Establishment (NOC – No Objection Certificate) from APPCB in the name of M/s. Tejasviny

Rasayans Ltd., vide Lr. No. 5176/PCB/NOC/AEE-IX/95-78, dated 2-1-1995 to manufacture 3

API intermediates with a production capacity of 11.22 TPD (4039 TPA) and obtained

Consent Order for Trial production vide Order No. 44/PCB/CTP/RO-SRD/ AEE.IX/95 dated

11-12-1995 (Annexure-II). Hence, Environmental Clearance is not applicable as per EIA

Notification 27-1-1994.

On 10-04-2006, M/s AVR Organics taken over the industry from the Office of the Official

Liquidator, High Court of Andhra Pradesh vide Sale deed document no. 1751 of 2006

(Annexure-III). There after M/s AVR organics regularly obtaining renewal of Consent for

Operation (CFO) from APPCB and then the latest CFO from TSPCB vide

TSPCB/RCP/CFO&HWM/HO/2018-3438 dated 18-01-2018 and is valid till 30-11-2022

(Annexure-IV). Latest renewal of Consent is obtained from TSPCB on submission of

Condition wise compliance report of the CFO (Annexure-V). Government of Telangana



has formed new Mandals and districts in Telangana state vide GO. Ms. No. 239: dated 11-10-2016 (Annexure-VI). As per the GO for Sangareddy district, project location comes under Sangareddy district (formerly Medak District).

1.2 Project Proponent

M/s AVR Organics Pvt. Ltd., is an Indian producer of API intermediates established in

2006 with corporate headquarters in Hyderabad, Telangana State. The successful matching

of technology and processes with specific needs have allowed AVR to establish and add a

broad range of products to AVR portfolio.

M/s. AVR Organics Pvt. Ltd., is counted among one of the leading manufacturers and

suppliers in M/s. SR Group Companies. Industry facilitated with sophisticated technical

facilities and advanced processing units with dexterous team of experts formulates the range

of chemicals using sophisticated facilities.

The SR Group Companies resting firmly on a sound financial base started its activities in

1992. Since then, SR Group has spearheaded a revolution in many areas viz., intermediate

chemicals for bulk drugs, textile dyes and dyes intermediates. With a farsighted and well-

planned strategy, the Group has built-up a desirable reputation and carved a place of pride

globally.

Under the visionary guidance of mentor Mr. M. Radha Krushna, group able to carve a niche

in this domain of manufacturing FDA approved of our Products. Due to his wide knowledge

and rich industry experience, group has grown in terms of profits as well as clients. The

main motive of group is to manufacture and supply high quality Products for bulk drugs,

textile dyes and dyes intermediates which are processed in compliance with high quality

industry standards.

With the support of expert team and huge infrastructure, group has been able to achieve

success in the industry in such a short span of time period. Industry is also ensured that the

environmental discharges are well within the limits stipulated by the Telangana State

Pollution Control Board (TSPCB). There are no court cases or litigations against the

proponent.

1.3 Regulatory Framework

A policy framework has been developed to complement the legislative provisions.

The Policy Statement for Abatement of Pollution, National Conservation Strategy and Policy

Statement on Environment & Development were brought out by the MoEF in 1992, to

develop and promote initiatives for the protection and improvement of the environment. The

EAP (Environmental Legal and regulatory framework Action Programme) was formulated in



1993 with the objective of improving environmental services and integrating environmental

considerations into development programmes.

The major following acts and rules have been promulgated by the government from time to

time for protection and preservation of environment, which the industry proposes to follow

and comply with.

There are many Acts / Rules / Notifications issued by different regulatory authorities of which,

few are mentioned below.

The Environment (Protection) Act (EPA), 1986 as amended in 1991 and the rules

thereunder

The Water Act,1974 and the rules thereunder

The Air Act,1981 and the rules thereunder

The Factories Act 1948 and the rules thereunder

The Public Liability Insurance Act, 1991 as amended 1992 and the rules thereunder

Environmental Impact Assessment Notification dated 14th September 2006 and its

amendments along with the rules thereunder

Hazardous & other wastes (Management & Trans boundary Movement) Rules, 2016.

Solid Waste Management Rules, 2016

Construction and Demolition Waste Management Rules, 2016.

Chemical Accident (Emergency Planning, Preparedness and Response) Rules, 1996

The Manufacture, Storage and import of Hazardous chemicals (Amendment) Rules

2000

Noise Pollution (Regulation and Control) Rules, 2000 and its amendments

The Batteries (Management and Handling) Rules 2001

Ozone Depleting Substances (Regulation and Control) Rules 2000.

Plastic Waste Management Rules, 2016

E-waste (Management) Rules, 2016

Biomedical Waste Management Rules, 2016

The Petroleum Act 1934 and its amendments

The Petroleum Rules 2002 and its amendments

Gas Cylinder Rules 2016 and its amendments

The Explosive Act 1884 and its amendments

The Explosive Rule 1983 and its amendments

India Boiler Act 1923 and its amendments

The Indian Boiler Regulations 1948/1952 and its amendments

The Indian Electricity Rules 1956 and its amendments

The Standards of Weights & Measures Act 1976 and its amendments

The Standards of Weights & Measures (Packaged Commodities) Rules 1977 and its



amendments

The Static & Mobile Pressure vessels (unfired) rules 1981 and its amendments

The Motor Vehicle Act 1988 and its amendments

The Central Motor Vehicle Rules 1989 and its amendments

Building and other construction Act and its amendments

Indian Electricity Act 1910 / 2003 and its amendments

The Chemical Weapons Conservation Act 2000 and its amendments

Energy Conservation Act 2001 and its amendments

The current EIA study has been conducted to fulfill the requirement of the regulatory

provisions as enacted in EPA, 1986 (as amended thereon). As per the EIA notification, 2006,

the company needs to have the Environmental Clearance prior to installation &

commissioning of the above proposed expansion project. All Synthetic Organic Chemicals

Industry located in a notified Industrial Area/estate are listed at S. No. 5(f) of Schedule of EIA

notification 2006 and its amendments, it is considered under Category-A and is apprised at

Central level by Expert Appraisal Committee(EAC). There is no interlink and interdependent

project for this Expansion project.

1.4 Proposed Project

The project proponent proposed to expand its existing API Intermediates

manufacturing to APIs & its intermediates manufacturing 73 products with R&D facility in 2

phases of production capacity (Phase-I: 60% & Phase-II: 40%) with production capacity of

1728 TPA on campaign basis i.e., any 16 products at a point of time from existing 4039 TPA

in the existing and extended land totaling 42.08 Ha (existing 3.26 Ha). The unit is located in

land covering in two villages of Sy. Nos: 11, 12, 13 of Yawapur & 233, 233 E2, 261, 261AAE,

262, 262 AAE, 267, 267 A2, 267E, 276, 276AA, 276 E, 276/A/1, 278, 279 AA, 280, 280A,

281, 281AA, 281 VU, 285, 285E, 287, 287A1, 288, 288A, 289, 290, 290/VU, 291 & 291/A of

Maddikunta villages of Sadasivapet(M), Sangareddy district, Telangana (formerly Medak

District, Andhra Pradesh). The existing and additional land is in possession of Project

Proponent. Details of extent of land against each village and survey numbers are enclosed

Annexure-VII.

The existing investment of Rs. 35 Crores with additional investment of Rs.250 Crores is

being invested totaling Rs.285 Crores (Annexure-VIII). The expansion proposal is to obtain

Environmental Clearance (EC) from the Ministry of Environment, Forests and Climate

Change (MoEF&CC) to manufacture 16 campaign products at a time out of 73 APIs

proposed products and R&D facility with a production capacity of 1728 in 2 phases i.e., 60%



in phase-I & 40% in phase-II. The APIs manufactured are used in API formulation industry,

which are applicable for human consumption around the world after formulation activity.

The products manufactured are used in Pharmaceutical formulation industry and the

therapeutic category of the products are Anti-Retroviral, Anti-Inflammatory, Anti - Helmintics,

Anti-Hypertensive, Anti-Neoplastic, Anti-Glaucoma, Anti- Depressant, Anti-Biotic, Anti-

Platelet, Anti-Emetic, Anti-Consulvant, Anti-Fungal, Vitamin, Anti-Histamines, Anti –

Inflammatory, Anti-Asthmetic, Anti-Migraine, Anti-Ulcerative, Nasal decongestant,

Neuropathic, Anti - Hyperlipidemic, Anti-Erectile, and Analgesic which are applicable for

human consumption around the world after formulation activity.

Proposed products will be manufactured on the basis of proven technologies from in-house

R&D and private consultants for the cost effective and environment friendly practices. The

manufacturing process of APIs / API Intermediates consists of chemical synthesis extending

to a maximum of 10 stages and minimum of 1 stage of processing involving various chemical

reactions. These APIs are mainly used for human medication after formulation activity for

various diseases.

1.5 Project Site

The proposed expansion will be in the existing and extended land premises totaling

42.08 Ha at Yawapur & Maddikunta villages, Sadasivapet Mandal, Sangareddy District of

Telangana state (Fig.1.1). Project site co-ordinates of all corners are presented below. The

study area represents Rural Environment.

Sl.No. Latitude (N) Longitude (E) 1 17°35'20.41" 77°55'57.04" 2 17°35'39.54" 77°55'34.99" 3 17°35'44.72" 77°55'29.78" 4 17°35'41.42" 77°55'15.34" 5 17°35'14.18" 77°55'13.65" 6 17°35'4.42" 77°55'25.86" 7 17°35'12.41" 77°55'40.86" 8 17°35'18.19" 77°55'42.40" 9 17°35'14.91" 77°55'53.13"



Fig.

1.1

: Gen

eral

Loc

atio

n M

ap



Total Greenbelt area is 13.89 Ha (33% of 42.08 Ha). The total land area of 42.08 Ha is in

possession of project proponent. A copy of the NOCs from Yawapur and Maddikunta Gram

Panchayath for expansion project is enclosed at Annexures- IX & X.

This proposed expansion project site is located adjacent to village road connecting Sadasivapet to Mominpet in E; National Highway NH-65 – Mumbai Highway (Previously NH-

9) is at a distance of 3.5 Km (NNE) and nearest habitation is Maddikunta village – 1.6 Km

(NW) to the project site. Sadasivpet – 2.3 Km (NNE) (Mandal Headquarters); Yawapur

revenue village of Siddapur gram panchayat is at 3.3 Km (ENE); Sangareddy (District

Headquarters) – 14.3 Km (ENE); Sadasivapet Road Railway Station at Morangpalli village –

13 Km (SSW); Hyderabad (ORR) – 33 Km (ESE); Rajiv Gandhi International Airport - 63 Km

(SE) direction (Aerial distance) to the project site. The transportation of raw material and

finished products can be arranged by road, rail and air to the domestic and international

destinations.

There is no National Park or Wild life Sanctuary within 10 km radius of study area. There are

no Reserved Forests in study area. The proposed expansion project site boundaries with

latitude and longitude are shown in google image (Fig.1.2) and the Topographical map in 10

km radius of study area with nearby industries (Avon Organics Ltd.; Priyadarshini Spinning

Mill and MRF ltd.,) are shown in Fig.1.3.

The salient features of environmental setting are presented in Table 1.1. Keeping in view of

proposed expansion, M/s AVR Organics Pvt. Ltd., desired to carry out the Environmental

Impact Assessment (EIA) due to manufacturing of APIs & its intermediates with R&D facility

production from 4039 TPA to 1728 TPA in 2 phases (Phase-I: 60% & Phase-II: 40%) and

appointed M/s KKB Envirocare Consultants Pvt. Ltd. (NABET accredited consultant),

Hyderabad for required study in accordance with the EIA Notification of 14th September 2006

and its subsequent amendments / notifications of the Ministry of Environment, Forests and

Climate Change (MoEF&CC), New Delhi. The EIA study comprises establishment of

baseline environmental quality data for one season with respect to major environmental

components, viz. air, water, noise, land, biological and socio-economics, identification and

prediction of significant environmental impacts due to proposed expansion of API

Intermediates manufacturing to APIs & its intermediates followed by delineation of

appropriate Environmental Management Plan including post-project environmental

monitoring programme and also Hazardous & Risk assessment analysis including

delineation of approach to disaster management plan.



Fig.

1.2

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Table 1.1: Salient Features of the Proposed Expansion Project

Sl. No. Item Details

1. Geographical Co-ordinates Centre of the site Latitude 170 35’ 20.47” N Longitude 770 55’ 50.58” E

2. Plant Site Elevation (msl) 564 m 3. Topo Sheet Nos. E43R14(58G14), E44M2(56K2) 4. National Highway National Highway (NH)-65 – Mumbai Highway

(Previously NH-9) - 3.5 Km (NNE). 5. Nearest Railway Station Sadasivapet Road Railway Station at Morangpalli

village – 13 Km (SSW) 6. Nearest Airport Rajiv Gandhi International Airport – 63 Km (SE)

directions (Aerial distance) to the project site. 7. Habitation Maddikunta village -1.6 Km (NW)

Sadasivpet – 2.3 Km (NNE) (Mandal Headquarters) Yawapur revenue village of Siddapur gram panchayat is at 3.3 Km (ENE)

8. Nearest major city Sangareddy (District Headquarters) – 14.3 Km (ENE); Hyderabad (ORR) – 33 Km (ESE).

9. Interstate boundary 27.12 Km (WSW) to Interstate boundary (Karnataka).

10. Industries Avon Organics Ltd.,- 0.3 Km (S) MRF Ltd., Type manufacturing Plant – 4.5Km (NW) Priyadarshini Spinning Mill – 3.2 Km (N) Gayatri Bio Organics – 6 Km (NE)

11 Water Bodies No pond exists within < 1.5 Km from project site • Water body near mahaboob pasha darga - 1.7

Km (NNE) • Water body near highway/Sadasivpet – 3.8 Km

(NE) • Water body near highway/near gollagudem –5.8

Km (NE) • Water body near Anantsagar – 3.9 Km (SSE) • Nandivagu Reservoir – 6.74 Km (SSW) • Malgiripet Cheruvu – 4.73 Km (WNW) • Tekulapalli Village Cheruvu – 7.5 Km (SSE) • Enkepally pedda cheruvu – 5.6 Km (N) • Nandivagu near Kambalpalli – 2.13 Km (SSE) ; • Gangakatva vagu near Suraram – 5.49 Km

(NW) 12. Ecologically sensitive zones or

Protected areas as per Wildlife Protection Act, 1972

Nil within 10 Km radius

13. Reserved Forests (RF) Nil within 10 Km radius 14. Critically polluted areas as per

CPCB Notification Nil within 10 Km radius 25.3 Km (E) - IDA Pashamailaram 33.5 Km (E) – Patancheru Industrial Area

15. Historical and cultural important places

Nil

16. Seismic zone Study region fall in Zone 2 – Least active 17. Defence installations Nil



1.6 Prior Environmental Clearance Process

The environmental protection is an important and essential requirement in the

developmental process. It will be duly integrated at every stage in industrial and economic

developments to make them sustainable over long term. In this direction, the MoEF&CC,

Government of India formulated policies, enacted Environment (protection) Act in 1986 and

stipulated regulatory procedures governing industrial and other major developments in the

country to prevent and mitigate the potential environmental & ecological hazards due to

indiscriminate exploitation of natural resources. The MoEF&CC made prior Environmental

Clearance (EC) mandatory for certain developmental projects through its notification dated

14-09-2006, which includes scoping of environmental impact assessment study through

Terms of Reference (ToR) approval, in the process of prior environmental clearance for

scheduled development projects.

The environmental clearance process for the projects in Category ‘A’ (as per the Schedule in

MoEF Notification 2006) will comprise of a maximum of three stages, which are briefly

described below:

Stage (1) – Scoping: Scoping in the case of category ‘A’ projects, refers to the process by

which the Expert Appraisal Committee (EAC) determine detailed and comprehensive ToR

addressing all relevant environmental concerns for the preparation of Environmental Impact

Assessment (EIA) study report in respect of the identified site as well as proposed project

for which prior environmental clearance is sought.

Stage (2) – Public Consultation: “Public Consultation” refers to the process by which the

concerns of local affected persons and others who have plausible stake in the

environmental impacts of the project are addressed as appropriate. In general the category

‘A’ projects are required to undertake Public consultation. After carrying out EIA study, the

project proponent will submit the Draft EIA report to the respective State Pollution Control

Board (SPCB) for arranging public consultation.

Stage (3) – Appraisal: Detailed scrutiny of the application and other documents like Final

EIA report, outcome of the public consultation including public consultation proceedings,

reports of special studies as per approved ToR etc. submitted by the applicant to

MoEF&CC, (the regulatory authority) by the EAC for grant of Environmental Clearance

(EC).



1.6.1 Approved Terms of Reference (ToR) for EIA Study

The procedure applicable for category ‘A’ project has been followed during filling up

of Form-1 covering the brief description about proposed expansion project, pre-feasibility

report (PFR), and draft ToR for EIA study and submitted to EAC for approval of ToR.

In the first stage, scoping, the application with Form-1, Pre-feasibility report (PFR) and draft

ToR was duly scrutinized on 23-01-2017 by the EAC constituted by MoEF&CC and

recommended to issue Additional ToR in addition to Standard ToR vide letter no. F.No. J-

11011/380/2016-IA.II (I) dated 29-04-2017 (Annexure-XI) for production capacity of 1728

TPA. The Standard and additional ToRs are followed for undertaking detailed EIA study for

proposed expansion project to obtain prior environmental clearance.

1.7 Environmental Impact Assessment (ToR. No. C-3)

The EIA is an anticipatory tool with the objective of environmental protection and to

facilitate the decision-making process by clearly evaluating the environmental consequences

of the proposed expansion activity before the implementation of the project. Early

identification and characterization of critical environmental impacts allows the public and the

government to form a view about the environmental acceptability of a proposed

developmental / expansion project and what conditions should be imposed to prevent or

mitigate risks and adverse impacts associated with the project implementation.

The EIA study for the proposed expansion project is carried out in winter season baseline

environmental quality data and prediction of impacts from proposed expansion project on all

components of environment. Keeping in view of the approved ToR, Draft EIA report is

prepared and is submitted to SPCB for conducting Environmental Public Hearing. On

obtaining the minutes of the public hearing, final EIA report will be prepared incorporating the

response to the issues raised in public hearing and submitted to the MoEF&CC for its

appraisal.The structure of EIA report is as per the generic structure given in Appendix-III & III

A of EIA notification 2006. The report contains the following Chapters.

Chapter 1 - Introduction gives brief description of the project background & proposed

expansion project; identification of project proponent, description of the nature, size and

location of the project and its importance to the country. It also outlines the statutory

requirement of prior Environmental Clearance including the scope of the study as per the

approved Terms of Reference.

Chapter 2 - Project Description, brief description of the existing scenario, plant layout and

infrastructure facilities incorporating all industrial and environmental activities of the project

for setting up of the proposed expansion project for manufacture of various types of APIs. It

also gives manufacturing process description, raw materials requirement, utilities, product



wise pollution loads and existing plant environmental scenario etc.

Chapter 3 – Description of the Environment: Establishment of baseline environmental

study as identified in the Scope, i.e. Study area, period, and methodology; status of

meteorology, air quality, water, noise, land, ecology and socio-economic environment of the

study area based on information collected through field study or from secondary sources.

Chapter 4 – Anticipated environmental impacts and impacts mitigation measures: This

has been developed based on the Chapter 2 and Chapter 3, by correlating the activities

under the proposed expansion project and their impacts on the receiving environmental

attributes including Mitigation Measures for minimizing the adverse impacts.

Chapter 5 - describes analysis of alternative sites.

Chapter 6 - Environmental Monitoring programme delineates aspects of monitoring the

effectiveness of mitigation measures (measurement frequency, parameters, locations, data

analysis, and the budgetary provisions for pollution control measures).

Chapter 7 - Additional studies Viz., Risk assessment study and public consultation

Chapter 8 - Project benefits: Describes improvement in physical & social infrastructure;

employment potential and other tangible benefits

Chapter 9 – Environmental Cost Benefit Analysis: Not recommended at scoping stage

Chapter10 - Environmental management plan (EMP): Description on ensuring that

mitigation measures are implemented.

Chapter 11 – Summary & Conclusion: Describes briefly on introduction, project description,

baseline environment quality, anticipated impacts and mitigation measures including

environmental management and monitoring plan along with project benefits.

Chapter 12 – Disclosure of Consultants engaged: Provides the brief profile of consultant

organization and the NABET Accreditation certificate including names of experts used in

preparation of EIA report.

1.7.1 Objective

The objective of the study is to prepare EIA report based on the following guidelines

provided by MoEF&CC:

Present status of air, water, land, socio-economic and biological components of the

environment including noise and other parameters of human interest for one season

(Winter Season) within the study area covering 10 km radial distance around the

project site for conventional chemical pollutants.



Identification of forest land, agricultural land, waste land, water bodies etc. in the area

of interest.

Identification, quantification, prediction and evaluation of significant impacts from the

proposed project during construction and operation phases.

Preparation of an Environmental Management Plan (EMP) to be adopted for

mitigation of anticipated adverse impacts, if any.

1.7.2 Methodology

The various steps involved in Environmental Impact Assessment study of the

proposed production enhancement plant are divided into the following phases:

Identification of significant environmental parameters and to study the existing status

within the impact zone with respect to air, water, noise, soil, biological and socio-

economic components of the environment.

Study of various activities of the proposed project and to identify the area’s leading to

impact/change in environmental quality.

Identification/Prediction of impacts for the identified activities and to study levels of

impact on various environmental components.

Evaluation of impacts after superimposing the predicted impacts over the baseline

quality.

Formulation of Environmental Management Plan for implementation in the proposed

project.

The scope of study includes a detailed characterization of baseline environment in an

area of 10 km radius with the plant site as the center for various environmental components

viz., Air, Noise, Water, Land, Biological and Socio-Economic Environment. For the present

study the plant site is considered as core zone and the area lying within 10 km radius from

the plant site is considered as buffer zone. The baseline data collected during Winter Season

from December 2016 to February 2017. The details of methodology of work plan in the 10

km study area under individual components of environment are as follows:

1.7.2.1 Air Environment

- Assessment of prevailing ambient air quality status within 10 km radial distance project

around the site with respect to primary air pollutants, viz., respective NAAQS

parameters, VOCs & HC. The air quality sampling locations will be selected keeping in

view the predominant downwind direction, at likely maximum GLC from proposed

project, residential areas, and sensitive receptors including reserved forests.



- Collection of site specific micro-meteorological data, viz., wind speed, rainfall, hourly

wind direction, relative humidity and temperature during ambient air quality survey

period.

- Prediction / delineation of Impact from proposed project on surrounding impact zone

(10 km radial distance).

- Evaluation of adequacy of the proposed air pollution control measures.

- Delineation of environment management plan for construction and operation

phases.

- Designing greenbelt and identification of suitable local plant species in the greenbelt

considering of air pollutants and local biodiversity.

1.7.2.2 Noise Environment

- Measurement of existing noise levels in the study area. - Identification of high level noise zones/ vibrations, if any, requiring mitigation measures.

- Prediction and evaluation of impacts due to increase in noise generation sources at

proposed units on the surrounding environment.

- Recommendations on mitigation measures for noise pollution and to control noise

impacts.

1.7.2.3 Water Environment

- Assessment of existing status of water quality with respect to physico-chemical

characteristics of surface and in the groundwater resources within the study area

through field studies.

- Estimation of water requirement, water balance, generation, re-utilization for the

treated effluent in utilities.

- Assessment of the nature of effluents likely to be generated and predicting impacts.

- Assessment of treated wastewater to reuse.

1.7.2.4 Land Environment

- Study the land for the proposed project activities and land use breakup.

- Topography, soil characteristics, land use, vegetation, hydrological conditions

geological features etc., in the study area.

1.7.2.4.1 Hydrology (Water) Environment

- Assessment of existing status of surface and groundwater resources within the study

area through field studies.

- Estimation of water requirement, water balance, recharge, re-utilization for the treated

effluent.



- Assessment of ground water recharging potential to improve the Ground water table.

1.7.2.5 Biological Environment

- Inventory of flora and fauna in the study region.

- Assessment of terrestrial, aquatic ecology status in study area including reserved

forests and wild life sanctuary.

- Identification of rare and endangered species, if any in the study area.

- Delineation of measures for abatement / reduction of biological stress and regional

management plan for Biological environment.

- Delineation of greenbelt development plan keeping in view the selected plant species

and attenuation factors for noise and air pollutants.

1.7.2.5 Socio-economic Environment

- Socio-economic survey through questionnaire to assess the awareness and their

perception about the proposed project

- Compilation of baseline status of the socio-economic profile in the study area with

reference to:

• Demographic structure, viz. total population and population density, sex ratio,

schedule caste and schedule tribe, literacy and employment

• Telecommunications, archaeological sites.

• Cultural and Aesthetic attributes in the study area including places of

historical/archaeological importance

- Delineation of social welfare measures for implementation depending on local

requirements

1.7.2.7 Occupational Health

- Number of workers employed / to be employed.

- List of hazardous operations/activities.

- The procedure to be adopted for assessment of occupational health including the

details of medical examination and the facilities.

1.7.3 Environmental Management Plan

- Delineation of EMP for air, water, noise, land, biological and socio-economic

environments based on identification of the significant impacts and their evaluation.

- Delineation of post-project environment quality monitoring programme to be

pursued by the client.

- Recommendations on detailed environmental monitoring programme and

methodologies to be pursued by the project proponent.



1.7.4 Post-Project Environment Monitoring Program

Technical aspects of monitoring the effectiveness of mitigation measures including

measurement methodologies, frequency, location, data analysis and interpretation of

baseline status with respect to air, water, noise, land ecology and socioeconomics will

be delineated.

1.7.5 Hazard & Risk Assessment

Hazard identification and Risk assessment based on maximum credible accident

analysis, consequence analysis to indicate damage distances in the worst possible

accident scenario and delineation of risk mitigation measures and approach to

disaster management plan.

Chapter 2 Project Description

AVR Organics Pvt. Ltd. – EIA Report Chapter 2: Project Description


Chapter 2

Project Description 2.1 Type of Project

Over the years, the production of Active Pharmaceutical Ingredients (APIs) has made

significant progress. The drug and pharmaceutical industry in India meets around 70% of the

country’s demand for APIs & API intermediates, pharmaceutical formulation, chemicals,

tablets, capsules. The Indian pharmaceutical industry is well set for rapid expansion. As a

result of the expansion, the Indian pharmaceutical and healthcare market is undergoing a

spurt of growth in its coverage, services, and spending in the public and private sectors.

M/s AVR Organics Pvt. Ltd., proposed to expand its API Intermediates manufacturing to

APIs & its intermediates manufacturing with R&D facility in 2 phases (Phase-I: 60% &

Phase-II: 40%) to manufacture 16 APIs and R&D products with a production capacity from

4039 to 1728 TPA (Any 16 products at a point of time out of 73 products) in the existing and

additional land from 3.26 Ha (8.05 acre) to 42.08 Ha (104 Acre). As per the prevailing

environmental regulatory framework, the proposed development requires prior

environmental clearance (EC) from MoEF&CC and CFE from the Telangana State Pollution

Control Board (TSPCB) to manufacture 16 products of APIs & its Intermediates and R&D

products with a production capacity of 1728 TPA on campaign basis i.e., any 16 products at

a point of time out of 73 products. The existing investment of Rs. 35 Crores with additional

investment of Rs.250 Crores is being invested totaling rs.285 Crores.

2.2 Project Justification 2.2.1 Need of Project

The Indian pharmaceutical industry valued at $16 billion has portrayed tremendous

progress with reference to infrastructure development, technology base creation and a wide

range of production. The pharmaceutical industry produces APIs belonging to major therapy

groups. India ranks 4th worldwide accounting for 8 per cent of the world's production (in

terms of volume) and 13th in terms of value. It is estimated that by the year 2015, the Indian

pharmaceutical industry has the potential to achieve over Rs.2, 00, 000 Crore in formulations

and bulk drug production. The industry now produces bulk drugs belonging to all major



therapeutic groups requiring complicated manufacturing process and has also developed

Good Manufacturing Practices (GMPs) facilities for the production of different dosage forms.

The Pharma industry exports APIs and pharmaceuticals worth over $ 14.9 billion in 2013-14.

It ranks 17th in terms of export value of bulk activities and dosage. Indian exports cover more

than 200 countries including the highly regulated markets of USA, Europe, Japan and

Australia.

At a growth rate of 12 per cent per year, the pharmaceutical industry in India is well set for

rapid expansion. As a result of the expansion, the Indian pharmaceutical and healthcare

market is undergoing a spurt of growth in its coverage, services, and spending in the public

and private sectors.

In order to meet the market demand, M/s AVR Organics Pvt. limited, proposed to expand

with APIs & API intermediates manufacturing with R&D facility in 2 phases (Phase-I: 60% &

Phase-II: 40%) to produce 1728 TPA.

2.3 Existing Plant Scenario

Industry obtained first Consent For Establishment (NOC – No Objection Certificate)

from APPCB in the name of M/s. Tejasviny Rasayans Ltd., vide Lr. No.

5176/PCB/NOC/AEE-IX/95-78, dated 2-1-1995 to manufacture 3 API intermediates with a

production capacity of 11.22 TPD (4039 TPA). Hence industry is not required Environmental

Clearance as per EIA Notification 27-1-1994. Consent Order for Trial Production vide Order

No. 44/PCB/CTP/RO-SRD/AEE.IX/95 dated 11-12-1995 has been granted. After taken over

the industry from Office of the Official Liquidator, High Court of Andhra Pradesh on 10-4-

2006 vide Sale deed document no. 1751 of 2006 (Annexure-III). There after M/s AVR

organics regularly obtaining renewal of Consent for Operation (CFO) from APPCB and then

the latest CFO from TSPCB vide TSPCB/RCP/CFO&HWM/HO/2018-3438 dated 18-01-2018

and is valid till 30-11-2022. Latest renewal of Consent is obtained from TSPCB on

submission of Condition wise compliance report of the CFO (Annexure-V). The industry is

permitted to manufacture 3 API Intermediate products and one by-product - HCl with a

production capacity of 4039 TPA & 5400 TPA respectively (Table 2.1).

The existing water requirement & wastewater generation and its mode of disposal are

presented in Table 2.2 and existing hazardous waste details are presented in Table 2.3. The

existing plant photographs with greenbelt are presented in Plates 2.1 and 2.2. Proposed

project site (expansion) and corners of the proposed expansion site are shown as Plates 2.3 and 2.4 respectively.



Table 2.1: Permitted Products (CFO) and By-Product with their Capacities

Sl. No. Product

Existing Products Quantity Status in

proposal (kg/day) (TPA)

1. Thionyl Chloride 6670 2401 Dropped 2. Mono Chloro Acetic Acid 2550 918 Dropped 3. Tri chloro Acetyl Chloride 2000 720 Dropped

Total 11220 4039 By-Product

1. HCl Acid 15000 5400 Dropped

Table 2.2: Existing Water Requirement, Wastewater Generation and Treatment

Sl. No. Description

Water Consumption

(KLD)

Maximum daily discharge

(KLD) Treatment

1. Boiler Feed and cooling make-up

5.0 1.0 (Boiler /cooling blow down after treatment

(Low TDS)

To CETP, Patancheru for further treatment

2. Domestic 4.0 4.0 (Domestic Effluents)

Total 9.0 5.0 Source: M/s AVR Organics Pvt. Ltd.

Table 2.3: Existing Hazardous Waste Generation and its Disposal

Sl. No. Description Stream

Quantity of Hazardous

Waste Treatment

1. Waste Oil 5.1 of Schedule-I 50 Ltrs/ Month Authorised reprocessors/

recyclers 2. Containers & container

liner of Hazardous Waste and Hazardous Chemicals

33.3 of Schedule-I 50 Nos/Month

After complete detoxification, it shall be disposed of to outside

agencies Source: M/s AVR Organics Pvt. Ltd.



Plate 2.1: Existing Industry (Photographs)

Entrance Gate Production Block

Inside the Production Block



Plate 2.2: Existing Industry Greenbelt in the Premises

Near Security Office

Near Weighbridge



Plate 2.3: Proposed expansion Site

Plate 2.4: Corners of Proposed expansion Site



2.3.1 Effluent Treatment System

As per the CFO, the water consumption is 9 KLD and Wastewater generation is 5

KLD including domestic wastewater of 4 KLD. The effluents are being segregated and sent

to CETP, patancheru for further treatment.

2.3.2 Solvent Recovery System

The solvent recovery system is to recover pure solvents from spent solvent streams

and reuse the pure solvent in manufacturing process. Industry is having simple distillation

system in the process to recover the spent solvents after reaction. The solvent bulk storage

tanks are provided with vent condensers. Reactors are connected to chilled brine condenser

system. Mechanical seals provided to reactor and solvent handling pump to prevent

leakages. Earthing has been provided to all the electrical installations. Flame proof

mechanism has been provided and breather valves installed to solvent storage tanks to

prevent losses. A dedicated closed pipeline is installed to the reactors for transfer of solvents

from storage tanks. Reflux condenser provided over the reducer. Leak proof mechanism

installed as a precautionary measure for safety. The unit has only above ground storage

tanks. All bulk liquids are transferred /filled/handled by pumping through pipelines. Wherever

closed feed is not possible, it is being handled manually as per standard operating

procedures (SOPs). Fugitive emissions are monitored regularly by MoEF&CC approved third

party laboratory.

2.3.3 Process Emissions Management

API intermediates products manufacturing will result in gaseous emissions. A packed

bed scrubbers series are installed for control of process emissions from the reactors. The

scrubbed water is sent to ETP for further treatment. Stack emissions are monitored through

the MoEF&CC approved third party laboratory regularly.

2.3.4 Hazardous / Solid waste and Disposal

Hazardous waste will be segregated and collected in the HDPE drums / bags as

appropriate and will continue to be stored in the covered and raised platform with provision

of leachate collection system. Solid waste like boiler ash will be sent to cement brick

manufacturers. Waste oil of 50 lit/month is disposed to authorized re-processors/recyclers.

Containers & container liners of hazardous waste and hazardous chemicals of

about 50 nos per month will be detoxified and disposed to outside agencies.



2.3.5 Fuel Consumption

Coal consumption of about 12 TPD is used in the existing 3 TPH boiler. Fly ash

generated from the boiler is disposed to cement brick manufacturing units. Adequate stack

height has been provided with pollution control devices like multi-cyclone separator & Bag

filter. Diesel of about 34 lit / hr is used in the existing DG set of 125 KVA.

2.3.6 Environmental Monitoring

Industry is monitoring the ambient air quality (AAQ), Stack emissions at Boiler, DG

set, scrubbers, effluent (inlet & outlet) , Noise levels, VOC within plant premises from time to

time with the help of third party laboratory services and found within prescribed standards

(Annexure-XII). The industry has established in-house laboratory to monitor the effluent

parameters and also equipped with portable instruments to measure VOC/sound levels etc.

2.3.7 Warehouses and its safety features along with gas cylinders storage

Storage of bulk chemicals mainly solvents is stored in respective horizontal storage

tanks in licensed tank farm area. Apart from tank farm area, the liquid chemicals are stored

in specified drums i.e. HDPE & MS and also in carboys in dedicated ware house. Solid/

Powder chemicals are stored in dedicated ware house. The ware house floors are made of

impervious and the room is well ventilated. Hydrogen gas cylinders are stored at dedicated

areas; storage of chemicals area is depicted in plant layout.

Warehouse will be containing store office, raw material store, dispensing area, finished

product store, etc. Personnel protective equipment’s (PPEs) like hand gloves, safety shoes,

goggles, helmet, clothing, etc., wherever required, will be provided to the persons. All motors

and electrical connections will be flame proof. Raw materials transported from the storage

area to the production plant by hydraulic trolley / trolley / closed pipe as applicable.

MSDS for all hazardous chemicals are placed in each chemical storage area in addition to

the store office & EHS cell. Respective fire extinguishers are placed as per safety norms.

Employees will use PPEs during handling of chemicals. Dedicated scrubber facility attached

to the dispensing area provided in Ware house for dispensing the required chemicals.

2.3.8 Vehicular Traffic

At present most of the employees are coming through public transport system as the

industry is near to Sadasivpet. The two wheelers are around 5, four wheelers about 1 and 1

truck. After expansion (daily) including the existing two wheelers will be around 50; four

wheelers will be 20, Staff buses around 4 nos. and trucks will be around 40 for transporting

the raw materials for the process, water, fuel, products, waste, ash etc. Industry earmarked

the adequate parking area for the above vehicles separately.



2.3.9 Occupational Health & Safety Features

Industry is having the Occupation Health Centre within the plant premises with Head

nurse. Industry is evaluating the specific health status of worker during pre-placement and

regularly on annual basis. The pre-placement medical check-up format covering complete

blood picture, bio-chemistry, Serum Creatinine, urine examination, vision test, X-ray chest

PA view, LIPID Profile, Audiogram and ECG is at Annexure-XIII. The annual periodical

medical check-up for the employees of all the departments are as per the prescribed format

including various diagnostic services has been carried out and maintaining the record for

future reference. Summary of employee medical heath record of employees is given in

Table 2.4.

Table 2.4: Summary of Employee Medical Health Status of employees

All the equipment’s are ensured to have all safety features to protect the employee (such as

machine guards/interlocks/hooters/earthing/relief valves/vibration control/ noise levels within

the limits by providing acoustic enclosures, etc.). Permissible exposure levels are measured

at regular intervals while the equipment’s are in operation to ensure that the permissible

exposure levels (PELs) are within the limits. If any area PEL is more than the limits, suitable

engineering controls & administrative controls will be implemented (such as local exhaust

ventilation system/ exhaust hoods/exhaust fans/HVAC, etc. and sign boards, standard

operating instructions & training to all relevant employees, etc.). Also personnel protective

equipment’s (PPEs) will be provided to protect the employee from exposure and is well

within the PEL limits (Full body suits, dedicated breathing air compressor & distribution

system and bubble hoods/ SCBA/ respiratory masks/ ear muffs / antistatic shoes/hand

gloves/face shields, portable exhaust systems, etc.).

2.3.10 Existing Infrastructure

This proposed expansion project site is located adjacent to village road connecting Sadasivapet to Mominpet in E; National Highway NH-65 – Mumbai Highway (Previously

NH-9) is at a distance of 3.5 Km (NNE) and nearest habitation Maddikunta village - 1.6 Km

Sl. No. Department No. of employees

1 EHS 3 2 HR & Admin 3 3 QC and R&D 6 4 Water House 4 5 Maintenance 5 6 Production 11 7 Security 8

Grand Total 40



(NW) to the project site. Internal CC roads, Transportation facilities, Conference halls,

Private Tanker, In-house ETP (pre-treatment) facility, Power supply, Occupation Health

Centre, Telecommunication facility etc., are available. Ambulance & Fire station are

available nearby. Dedicated washrooms/toilets provided for men & women. Potable drinking

water facilities and First Aid Boxes are provided at various locations of the plant. Separate

rest rooms provided for men & women.

2.3.11 Corporate Environment Policy

The Company has a well laid down Environment Policy approved by its Board of

Directors. The environment, health & safety (EHS) policy approved and signed by Managing

Director. To comply with approved EHS policy, proponent developed standard operating

procedures/ work instructions for EHS activities in line with ISO standards. Proponent is

having a dedicated EHS department headed by Environmental Manager rank employee with

10 years of experience in the field of EHS management. There are about 4 employees

working in EHS department. The EHS head is directly reporting to the Managing Director &

Director who is directly overseen the EHS department. Proponent has established the

reporting mechanism of violations/deviations /non- compliances with respect to Environment.

Regular management review meetings will be conducted at site level with all functional

heads and chaired by MD & Director. The minutes of meeting/decision will be presented to

the Board by the Director & Managing Director.

2.4 Proposed Expansion Project

The proposed expansion activity is in the existing and extended premises of 42.08

Ha (104 Acre) including existing land of 3.26 Ha (8.05 acre) and site center of coordinates

Latitude: 170 35’ 20.47” N and Longitude: 770 55’ 50.58” E in Sy. No: 11, 12, 13 of Yawapur

village & 233, 233 E2, 261, 261AAE, 262, 262 AAE, 267, 267 A2, 267E, 276, 276AA, 276 E,

276/A/1, 278, 279 AA, 280, 280A, 281, 281AA, 281 VU, 285, 285E, 287, 287A1, 288, 288A,

289, 290, 290/VU, 291 & 291/A of Maddikunta villages of Sadasivapet Mandal, Sanga Reddy

district, Telangana. The proposed project site is located adjacent to village road connecting

Sadasivapet to Mominpet in E; National Highway-65: Mumbai Highway(old NH-9) is at a

distance of 3.5 km (NNE) and nearest habitation is Maddikunta village- 1.6km (NW) to the

project site. Sadasivpet – 2.3 Km (NNE) (Mandal Headquarters); Yawapur revenue village of

Siddapur gram panchayat is at 3.3 Km (ENE); Sangareddy (District Headquarters) – 14.3

Km (ENE); Sadasivapet Road Railway Station at Morangpalli village – 13 Km (SSW);

Hyderabad (ORR) – 33 Km (ESE); Rajiv Gandhi International Airport - 63 Km (SE) direction

(Aerial distance) to the project site.

The proposed 16 products plus R&D products will be manufactured on compaign basis at a



time out of 73 APIs & API intermediates with a production capacity of 1728 TPA in 2 Phases.

The Phase-I being 60% production capacity and Phase-II will be 40% production capacity.

Permitted Products and By-Product with their Capacity & Status are presented in Table 2.1.

Proposed products and by-products along with their quantities are presented in Tables 2.5 & 2.6 respectively.

Table 2.5: Proposed Products, their Quantity and Therapeutic Category


(Kg/Day) Quantity

(TPA) Therapeutic

Category 1. Abacavir Sulfate 33.3 12 Anti-Retroviral 2. Aceclofenac 166.7 60 Anti-Inflammatory 3. Albendazole 100 36 Anthelmintic 4. Amlodipine Besylate 166.7 60 Anti-Hypertensive 5. Atazanavir Sulphate 66.7 24 Anti-Retroviral 6. Azacitidine 3.3 1.2 Anti-Neoplastic 7. Bimatoprost 6.7 2.4 Anti-Glaucoma 8. Bortezomib 0.8 0.3 Anti-Neoplastic 9. Bupropion Hydrochloride 16.7 6 Anti-Depressant 10. Capecitabine 66.7 24 Anti-Neoplastic 11. Carboplatin 0.7 0.4 Anti-Neoplastic 12. Ciprofloxacin Hydrochloride 166.7 60 Anti-Biotic 13. Cisplatin 0.7 0.2 Anti-Neoplastic 14. Citalopram Hydrogen Bromide 100 36 Anti-Depressant 15. Clopedegral Bisulphate 166.7 60 Anti-Platelet 16. Darunavir 100 36 Anti-Retroviral 17. Dexrazoxane 0.8 0.3 Anti-Neoplastic 18. Diclofenac Sodium 33.3 12 Anti-Inflammatory 19. Docetaxel 0.8 0.3 Anti-Neoplastic 20. Doletagravir 666.7 240 Anti-Retroviral 21. Domepridone 166.7 60 Anti-Emetic 22. Efavirenz 166.7 60 Anti-Retroviral 23. Emtricitabine 66.7 24 Anti-Retroviral 24. Erlotinib 16.7 6 Anti-Neoplastic 25. Escitalopram Oxalate 100 36 Anti-Depressant 26. Felbamate 16.7 6 Anti-Consulvant 27. Flucanazole 166.7 60 Anti-Fungal 28. Folic Acid 166.7 60 Vitamin 29. Fosampanavir 333.3 120 Anti-Retroviral 30. Gabapentain 333.3 120 Anti-Consulvant 31. Gefitinib 16.7 6 Anti-Neoplastic 32. Gemcitabine Hydrochloride 3.3 1.2 Anti-Neoplastic 33. Imatinib Mesylate 66.7 24 Anti-Neoplastic 34. Irbesartan 66.7 24 Anti-Hypertensive 35. Irinotecan Hydrochloride 1.7 0.6 Anti-Neoplastic 36. Lamivudine 66.7 24 Anti-Retroviral 37. Latanoprost 6.7 2.4 Anti-Glaucoma 38. Lenalidomide 0.8 0.3 Anti-Neoplastic 39. Levocetirizine HCl 166.7 60 Anti-Histamines 40. Levoflaxacin Hemihydrate 100.0 36 Anti-Biotic 41. Lopinavir 6.7 2.4 Anti-Retroviral 42. Lopiramide 3.3 1.2 Anti-Neoplastic




(Kg/Day) Quantity

(TPA) Therapeutic

Category 43. Loratidine 66.7 24 Anti-Histamines 44. Losartan Potassium 166.7 60 Anti-Hypertensive 45. Mefenamic Acid 166.7 60 Anti -Inflammatory 46. Montelukast Sodium 33.3 12 Anti-Asthmatic 47. Moxifloxacin Hydrochloride 66.7 24 Anti-Biotic 48. Naproxen 33.3 12 Anti-inflammatory 49. Naratriptan 100 36 Anti-Migraine 50. Nevirapine 100 36 Anti-Retroviral 51. Norfloxacin 100 36 Anti-Biotic 52. Oseltamavir Phosphate 33.3 12 Anti-Retroviral 53. Oxaliplatin 0.7 0.2 Anti-Neoplastic 54. Pantoprazole Sodium Sesquihydrate 166.7 60 Anti-Ulcerative 55. Pemetrexed 0.8 0.3 Anti-Neoplastic 56. Phenylepherine Hydrochloride 16.7 6 Nasal decongestant 57. Pregablin 1000 360 Neuropathic 58. Raltegravir 33.3 12 Anti-Retroviral 59. Rilpivirine Hydrochloride 166.7 60 Anti-Retroviral 60. Ritonavir 33.3 12 Anti-Retroviral 61. Rosuvastatin Calcium 33.3 12 Antihyperlipidemic 62. Saqunair Mesylate 10 3.6 Anti-Retroviral 63. Sildnafil Citrate 333.3 120 Anti-Erectile 64. Sunitinib 3.3 1.2 Anti-Neoplastic 65. Telmisatran 166.7 60 Anti- Hypertensive 66. Temozolamide 1.7 0.6 Anti-Neoplastic 67. Tenofovir Diisoproxil Fumarate 233.3 84 Anti- Retroviral 68. Thalidomide 3.3 1.2 Anti-Neoplastic 69. Tramadol Hydrochloride 333.3 120 Analgesic 70. Travoprost 6.7 2.4 Antiglaucoma 71. Valgancyclovir 166.7 60 Anti-Retroviral 72. Valsartan 100 36 Anti-Hypertensive 73. Zidovudine 10 3.6 Anti-Retroviral Total Production on campaign basis 4733.5 1704 R & D Facility

R & D 66.7 24 Total Production on campaign basis (any 16 products at a time) + R&D 4800.2 1728


Table 2.6: List of By-products along with their quantity S.

No. Name of the By-Product Quantity (Kg/day)

Quantity (TPA) Name of the Product

1. Tributyl methyl Stannane +Tributyltin Chloride 78.85 28.39 Valsartan

(Stage-4)

2. Spent Acetic acid 1577.89 568.04 Amlodipine Besylate (Stage-4)

3. 4-Nitrophenol 23.42 8.43 Ritonavir (Stage-3 & Stage-6 )

4. Tert-Butyl (fluoro) dimethylsilane 12.75 4.59 Rosuvastatin Calcium

(Stage-8)

5 Piperazine Hydrochloride 72.09 25.95 Ciprofloxacin Hydrochloride Monohydrate

6 Platinum 18.22 6.56 Cisplatin



S. No. Name of the By-Product Quantity

(Kg/day) Quantity

(TPA) Name of the Product

7 Silver Iodide + Silver Nitrate 1.8 0.65 8 Recovery of Platinum 18.76 6.75 Carboplatin 9 Silver 3.21 1.16 10 NMBA Hydrobromide 23.97 8.63 Phenylephrine Hydrochloride 11 Sodium Bromide Solution 61.17 22.02


2.4.1 Amenities/ facilities

Industry will continue to provide and upgrade the following amenities / facilities in the

proposed expansion project.

• Canteen

• Potable drinking water

• Training block

• Laying of Black top / Concrete internal roads

• Fire hydrant facility

• Eye/body wash showers at all prominent places

• First Aid kits at all prominent places

• Head nurse for emergency medication

• Rest Room for employees

• Seating facilities for those employees who do their work standing and ergonomically

designed seating facilities for those who do their work seating

• Pre-employment and routine medical examinations and the necessary follow up actions

• Communication systems like Phone, Internet with safety measures, etc.

• Security system at the entrance etc.

2.4.2 Health and Sanitation Facilities

To ensure optimum hygienic conditions in the plant area, proper closed drainage

network will be extended in the expansion activity to avoid water logging and outflow.

Adequate health related measures will be provided to ensure clean and healthy

environment.

2.4.3 Project Cost and Time of Completion

Overall estimated project cost involved in the expansion project like land, building,

plant & machinery is Rs. 285 Crores including the existing investment of Rs.35 Crores. Total

capital cost allocated towards environmental pollution control measures is Rs. 26.05 Crores

including existing investment. Estimated recurring (operation and maintenance) cost will be

about Rs.20.5 Crores per annum.



The timelines for commencement of proposed construction activity will be from October 2018

as it is expected that the expansion project will be in a position to seek Environmental

Clearance from MoEF&CC and Consent for Establishment from the Telangana State

Pollution Control Board. The commercial production is expected to be commenced during

2018-19.

2.5 Products Manufacturing Process Description

The proposed expansion unit to manufacture 16 APIs, API intermediates products

with R&D facility in 2 phases (Phase-I: 60% production capacity & Phase-II: 40% production

capacity) to produce 1728 TPA from existing 4039 TPA.

Most pharmaceutical substances are manufactured utilizing 'batch' process. The same

equipment with potentially different configurations and the same operating personnel are

often used to make a different intermediate or substance, utilizing different raw materials,

executing different processes, and generating different waste streams. Bulk pharmaceutical

substances typically consist of structurally complex organic chemical under precise

conditions. These substances are used in the manufacture of the dosage form of a

formulated pharmaceutical product and are manufactured by Chemical synthesis,

Isolation/recovery from natural sources and/or Combination of above.

Based on the inputs provided by the project proponent with list of products, production

capacity, process description, process flow chart, route of synthesis, material balance has

been estimated. The manufacturing process of APIs consists of chemical synthesis and

multiple stages of processing extending to maximum of 10 stages involving different types of

chemical reactions. The entire process operations are operated by various technical, skilled

and unskilled persons with due care to be met various standards prescribed by authorities.

The product wise Raw materials requirement, Route of Synthesis, process description,

Process flow sheet, chemical reactions, stage wise material balance material balances and

overall pollution load generated per batch and per day, gaseous emissions, solvent

consumption details are computed and presented for all the 73 products in Volume-II of EIA

report separately.

2.5.1 Active Pharmaceutical Ingredients (APIs) and its Intermediates

Technology for manufacturing proposed products is available from in-house R&D &

private consultants. Industry will implement the proven technologies in the R&D for the cost

effective & environmental friendly practices.

It is important to understand the regulatory framework in which pharmaceutical products are

manufactured. To protect the public from unsafe or ineffective pharmaceutical products,

Indian constitution established a stringent regulatory system to control the Research &



Development, Manufacture and Marketing of pharmaceutical products. The Food and Drug

Administration (FDA) was delegated the responsibility for: (i) Evaluating the safety and

efficacy of new drugs; (ii) Determining if the benefits of the drug outweigh the risks and

warrant approval for sale; and (iii) Reviewing toxicological performance of active

pharmaceutical ingredients. For most new pharmaceutical compounds, FDA oversight

begins soon after the discovery of the compound.

The manufacture of pharmaceutical products can be divided into three main stages:

• Research & Development

• Conversion of organic and natural substances into bulk pharmaceutical substances

or ingredients through fermentation, extraction, and / or chemical synthesis; and

• Formulation of the final pharmaceutical product.

A typical APIs & its intermediates process technology: Production of Bulk Pharmaceutical Substances

Most pharmaceutical substances are manufactured utilizing 'batch' process. In a batch

process, a particular substance or ‘intermediate’ is manufactured on a 'campaign' basis for

periods ranging from a few hours to several days until sufficient material is manufactured to

satisfy the projected sales demand. At the end of the manufacturing campaign, another

pharmaceutical intermediate or substance is made. The same equipment with potentially

different configurations and the same operating personnel are often used to make a

different intermediate or substance, utilizing different raw materials, executing different

processes, and generating different waste streams. Bulk pharmaceutical substances

typically consist of structurally complex organic chemical under precise conditions.

These substances are used in the manufacture of the dosage form of a formulated

pharmaceutical product and are manufactured by:

• Chemical synthesis

• Isolation/recovery from natural sources and/or

• Combination of above.

In the proposed project, APIs & API intermediates are manufactured using chemical

synthesis technology which is described below and a schematic process flow chart is

depicted in Fig. 2.1.



Fig. 2.1: Typical manufacturing Process of Synthetic Organic Chemicals (APIs)

Chemical Synthesis

Most of the compounds used today as pharmaceutical products are prepared by chemical

synthesis, generally by a batch process. The products manufactured are used in

Pharmaceutical formulation industry and the therapeutic category of the products are Anti-

Retroviral, Anti-Inflammatory, Anti - Helmintics, Anti-Hypertensive, Anti-Neoplastic, Anti-

Glaucoma, Anti- Depressant, Anti-Biotic, Anti-Platelet, Anti-Emetic, Anti-Consulvant, Anti-

Fungal, Vitamin, Anti-Histamines, Anti –Inflammatory, Anti-Asthmetic, Anti-Migraine, Anti-

Ulcerative, Nasal decongestant, Neuropathic, Anti - Hyperlipidemic, Anti-Erectile,

and Analgesic which are applicable for human consumption around the world after

formulation activity.

The manufacture of pharmaceutical compounds using chemical synthesis involves a

complex series of processes including many intermediate stages and chemical reactions

performed in a step-by-step fashion. Depending on the process, the operator (or

programmed computer) adds reagents, increases or decreases the flow rate of chilled water

or steam, and starts and stops pumps to draw the reactor contents into another vessel. At

other stages in the process, solutions may be pumped through filters or centrifuges, recycled

within the process, or pumped to recycling or disposal facilities. Co-products, such as salts,



may be sold to potential buyers for reuse. Spent acids, metals and catalysts may be

recovered and reused onsite or given to authorized vendors.

The material from each intermediate step may be isolated and transferred to the next step of

the process for continued processing until the final compounds are derived. These steps

may be conducted at the same manufacturing site, or if the intermediate / by-products are

isolated, it may be transferred to another site for further processing. It is impossible to

provide a single process flow diagram for this industry since each bulk pharmaceutical

substance is different in its manufacture and several intermediates may be produced in a

step-wise fashion prior to the manufacture of the final active ingredient.

Reactors

The most common type of reactor vessel is the kettle-type reactor. These reactors typically

range in capacity from 50-litre to several thousand litres. The vessels are made of either

stainless steel or glass-lined carbon steel. Reactors are equipped to provide a range of

capabilities that may be required during the batch reaction step. This equipment may

include: A jacket for heating and cooling, hook-ups for charging raw materials and for

discharging the contents of the reactor, an agitation and recycle line for mixing, control

systems for temperature and pressure, a condenser system for controlling vent losses,

return line for refluxing condensable, a steam ejector for vacuum operation, a nitrogen

supply for padding and purging the reactor, safety valve for safe operations and a manhole

for taking samples / adding solid catalysts, reactants, other solid materials to the reactor

and for washing after completion of reaction.

Raw materials or ingredients, including solvents, used to produce the intermediate or bulk

substances are charged into the reactor vessel. Liquid ingredients are drawn into the reactor

either by closed pumping or through vacuum from drums and day storage tanks. Solids may

be charged manually or via mechanical means such as through a vacuum system /

interlocking systems.

Once the reactor vessels are charged with the solvent and raw materials, the reaction takes

place. The reactor can be operated at atmospheric pressure, elevated pressure or under

vacuum. Because of their flexibility, reactors may be used in a variety of ways. Besides

hosting chemical reactions, they can act as mixers, heaters / coolers, holding tanks,

crystallizers, and evaporators. Typical reactions performed include reduction, hydrogenation,

etc. Temperature, pressure and the degree of mixing are carefully monitored to achieve the

desired product and to ensure worker safety.



Separation

Several separation mechanisms are employed by the pharmaceutical industry including

extraction, decanting, centrifugation and filtration. These mechanisms may be employed

jointly or individually, in multiple stages, to separate the intermediate or bulk substance from

the reaction solution and to remove impurities.

Extraction

Extraction is used to separate liquid mixtures by taking advantage of differences in the

solubility of the mixture components. Absolvent that preferentially combines with only one of

the components is added to the mixture.

Decanting

Decanting is a simple process used to separate mixtures of liquid and insoluble solid that

has settled to the bottom of a reactor or settling vessel. The liquid over the solid is either

pumped out of the vessel or poured from the vessel leaving behind the insoluble solid and a

certain amount of liquid dryers, drum or tumble dryers, or pressure filter dryers. The

selection of the dryer type depends primarily on the characteristic of the solid.

Centrifugation

Centrifuges are used to remove the intermediate or product solids from a liquid stream.

Centrifuges work on the principle of centrifugal force, in which an outward force is exerted on

rotating object. Centrifuges are cylinders with rotating baskets within them. The sides of the

basket are perforated and covered with filter medium such as woven fabric or metal.

Filtration

Filtration is the separation of fluid-solids mixture-involving passage of most of the fluid

through a porous barrier (the filter medium), which retains most of the solid particulates,

contained in the mixture. In the pharmaceutical industry, filtration is used to remove solids

from a liquid, whether these solids be product, process intermediates, catalysts or carbon

particulates (e.g., from a discolouring step).

Crystallization

After the reaction takes place, the intermediate or final bulk substance (which is usually in

solid form) can be separated from the reaction solution by crystallization. Crystallization is

one of the most common separation techniques and is often used alone or in combination

with one or more of the separation techniques described above. In crystallization, a



supersaturated solution is created in which crystals of the desired compound are formed.

Super saturation depends on the solubility of the desired compound.

Purification

Once the intermediate or the bulk substance has been separated, it may need to be

purified. Depending on the intermediate or the bulk substance produced, there may be

several purification steps involved to produce the desired active ingredient. In vitamin

production, for example, there are at least three to four purification steps. Purification

typically is achieved through additional separation steps such as those described above.

Purification is often achieved through re-crystallization. Washing with additional solvents

and filtration may also be used.

Drying

The final step in the chemical synthesis process is drying of the intermediate or final bulk

substance. Drying is done by evaporating the solvents from the solids. Solvents released

from drying operations may be condensed for reuse or disposal. There are various types of

dryers used by the pharmaceutical industry including tray dryers, rotary cone vacuum dryers.

Bulk Manufacturing

Wide variation in bulk manufacturing makes prediction of typical or annual average

emissions difficult. This is because emission generated are predicted based on type of bulk

substance or intermediate manufactured, duration of manufacturing time, type of equipment

used and raw materials used.

Dryers are one of the sources of VOC emissions in bulk manufacturing. In addition to the

loss of solvent during drying, manual loading and unloading of dryers can release solvent

vapours into ambient air, especially when tray dryers are used. VOCs are emitted from

reaction and separation steps via reactor vents and man ways. Centrifuges may be source

of VOC emissions, especially in top loading types, where solid are manually scooped out.

Typical controls for these emission sources, excluding storage and transfer operations,

include condensers, scrubbers, carbon absorbers. Storage and transfer emissions can be

controlled by vapour return lines, vent condensers, vent scrubbers, pressure tanks and

carbon absorbers. Floating roofs may be feasible controls for large vertical storage tanks.

Solvent: Industry has a proposal to install 5 solvent distillation columns each 1 KL/hr in the

expansion project to recover the solvents for the purpose of solvent recovery system to the

maximum extent possible to recover solvents from spent / mixed solvent streams and reuse

the pure distilled solvent in manufacturing process. This is in addition to the existing simple

distillation system in the process to recover the spent solvents after reaction. Additional



solvent bulk storage tanks are proposed in expansion with vent condensers. A dedicated

closed pipeline is installed to the reactors for transfer of solvents from storage tanks. Reflux

condenser provided over the reducer. Leak proof mechanism will be installed as a

precautionary measure for safety. The unit has only above ground storage tanks. All bulk

liquids are transferred / filled/handled by pumping through pipelines. Wherever closed feed is

not possible, it is being handled manually as per standard operating procedures (SOPs).

Fugitive emissions are monitored regularly by MoEF&CC approved third party laboratory.

2.6 Plant Layout

A detailed plant layout of M/s. AVR Organics Pvt. Ltd., is presented in Fig. 2.2, which

shows the layout of production blocks, raw material storage, solvent storage tanks,

hazardous waste storage, boiler house, ETP, DG set room, coal storage area etc. and the

built-up area of existing and proposed industry. The break-up of the land of the project site is

presented in Table 2.7. Total land is in possession of project proponent.

Table 2.7: Break-up of Land use Pattern

Sl. No. Description Existing Proposed Total (%) Area in Sq.m 1. Built-up area 5517.94 66136 71653.94 17 2. Roads 5511.24 43204.64 48715.88 11.6 3. Greenbelt 12880 126008 138888 33 4. Open Area 8690.82 152924.43 161615.25 38.4

Total 32600 388273.07 420873.07 100 Source: M/s. AVR Organics Pvt. Ltd.,



Fig.

2.2

: Pla

nt L

ayou

t



2.7 Utility of By-Products

Industry will be generating Tributyl methyl Stannane +Tributyltin Chloride from

Valsartan (Stage-4), Spent Acetic acid from Amlodipine Besylate (Stage-4), 4-Nitrophenol

from Ritonavir (Stage-3 & Stage-6), Tert-Butyl (fluoro) dimethylsilane from Rosuvastatin

Calcium (Stage-8), Piperazine Hydrochloride from Ciprofloxacin Hydrochloride

Monohydrate, Platinum, Silver Iodide + Silver Nitrate from Cisplatin, Recovery of Platinum &

Silver from Carboplatin, NMBA Hydrobromide & Sodium Bromide Solution from

Phenylephrine Hydrochloride (Table 2.5).

2.8 Raw Materials Storage, Handling and Transportation

Active Pharmaceutical Ingredients (APIs) & API Intermediate products manufacturing

involves the use of various chemicals and organic solvents either directly as reactant or for

extraction of a product of interest from the reaction mixture. The chemicals required for the

process are mostly bought from the local (indigenous) markets. Some of these raw

materials will be imported from various countries. Mode of transportation of all raw materials

and finished products for / from the project site is by road from / to local markets and by road

/ rail / air / sea if imported / exported. The list of solvents & hazardous chemicals with their

storage capacity for the manufacture of any 16 products at a point of time on campaign basis

out of 73 products are presented in Table 2.8 and other chemicals is presented in

Annexure-XIV.



Table 2.8: List of Solvents & Hazardous Chemicals and its Consumption Storage & Handling

S. No Raw Material

Daily Consumption of Raw

Material

Max. Storage in the

premises Physical status

Storage Container

MoC

Max. capacity

of packing

Kg

Qty. of Packets / drums / bags etc.,

Storage area in

the Plant In house

Kg/day Tons (or) KL

No. of

days

Liquid / Solid /

Gas etc.,

PP/ PVC/HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos

Ware house /

Tank form / etc.,

Trolley / pipelines

etc.,

Solvents 1 Acetic acid 5429 10 7 Liquid MS Tank 15 KL 1 Tank form Pipelines

2 Acetic Anhydride 286 0.5 7 Liquid Carboys 25 kg 20 Ware

house Trolley

3 Acetone 10793 18 7 Liquid MS Tank 25 KL 1 Ware house Trolley

4 Acetonitrile 13497 23 7 Liquid MS Drums 250 Lit 92 Ware house Trolley

5 Chloroform 18145 31 7 Liquid HDPE Drums 20 KL 2 Tank form

6 Cyclohexane 2867 5 7 Liquid HDPE Drums 200 Lit 25 Ware

house Trolley

7 Cyclohexanone 240 0.6 7 Liquid Drums 200 Lit 3 Ware house Trolley

8 Diisopropyl Ether 893 2 7 Liquid Drums 200 Lit 10 Ware

house Trolley

9 Dimethyl-formamide 4575 8 7 Liquid HDPE

Drums 200 Lit 39 Ware house Trolley

10 Ethanol 22901 40 7 Liquid MS Tanks 25 KL 2 Tank form Pipelines

11 Ethyl Acetate 22205 38 7 Liquid MS Tanks 25 KL 2 Tank form Pipelines

12 Ethylenediamine 287 0.6 7 Liquid Drums 200 Lit 3 Ware house Trolley

13 Formaldehyde (37%) 129 0.4 7 Liquid Drums 200 Lit 2 Ware

house Trolley

14 Formamide 53 0.2 7 Liquid Drums 200 Lit 1 Ware house Trolley

15 Formic acid 117 0.2 7 Liquid Drums 200 Lit 1 Ware house Trolley

16 Fumaric acid 119 0.20 7 Liquid Drums 5 Kg 40 Ware house Trolley

17 Hexane 7455 13 7 Liquid MS Drums 200 Lit 34 Tank form Pipelines

18 Isopropyl Alcohol 56325 96 7 Liquid MS Tanks 25 KL 4 Tank

form Pipelines

19 Methanol 54665 95 7 Liquid MS Tanks 25 KL 3 Tank form Pipelines

20 Methyl Isobutyl Ketone 6423 11 7 Liquid MS Tank 15 KL 1 Ware

house Trolley

21 Methyl tert-Butyl ether 1063 2 7 Liquid Drums 200 Lit 10 Ware

house Trolley

22 Methylene Dichloride 31870 55 7 Liquid MS Tanks 25 KL 3 Tank

form Pipelines

23 n-Heptane 1254 2 7 Liquid Drums 200 Lit 10 Ware house Trolley

24 n-Propanol 2650 5 7 Liquid Drums 200 Lit 25 Ware house Trolley

25 Tetrahydrofuran 30174 55 7 Liquid MS Tanks 25 KL 2 Tank form Pipelines

26 Toluene 74243 130 7 Liquid MS Tanks 30 KL 4 Tank form Pipelines

27 Triethylamine 1623 3 7 Liquid Drums 200 Lit 14 Ware Trolley



S. No Raw Material


Material

Max. Storage in the


Storage Container

MoC

Max. capacity

of packing

Kg


Storage area in

the Plant In house

Kg/day Tons (or) KL

No. of

days

Liquid / Solid /

Gas etc.,

PP/ PVC/HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos

Ware house /

Tank form / etc.,

Trolley / pipelines

etc.,

house

28 Vitride 8 0.2 7 Liquid Drums 200 Lit 1 Ware house Trolley

29 Xylene 4610 8 7 Liquid Drums 10 KL 1 Tank farm Pipelines

Hazardous Chemicals

1 Aluminium Chloride 1115 7.8 7 Solid Bags 25kg 313 Ware

house Trolley

2 Ammonia gas 129 0.15 7 Gas Cylinders 50 Kg 3 Cylinder storage

area Pipelines

3 Ammonia Solution (25%) 693 5 7 Liquid MS Drums 200 Lit 25 Ware

house Trolley

4 Ammonium Chloride 154 1.1 7 Solid Bags 25 kg 44 Ware

house Trolley

5 Benzyl Chloride 13.6 0.2 7 Liquid MS Drums 200 Lit 1 Ware house Trolley

6 Bromine 561.4 4 7 Liquid Bottles 20 kg 19 Ware house Trolley

7 Copper Cyanide 37 0.275 7 Solid Bags 25 kg 11 Ware house Trolley

8 EDTA 0.20 0.025 7 Solid Bags 25 kg 1 Ware house Trolley

9 Hydrochloric acid (35%) 1864 15 7 Liquid Storage

Tanks 20 KL 1 Tank farm Pipelines

10 Hydrogen 186 0.15 7 Gas Cylinder 50 Kg 3 Cylinder storage

area Pipelines

11 Hydrogen Bromide 57 0.4 7 Liquid Drums 200 Lit 2 Ware

house Trolley

12 Hydrogen Chloride 131 1 7 Liquid Drums 200 Lit 5 Ware

house Trolley

13 Hydrogen Fluoride 2 0.05 25 Liquid Drums 50 Kg 1 Ware

house Trolley

14 Methanesulfonyl Chloride 107 0.75 7 Liquid Drums 200 Lit 4 Ware

house Trolley

15 Methyl Chloroformate 40 0.4 7 Liquid Drums 200 Lit 2 Ware

house Trolley

16 Methyl Iodide 35 0.25 7 Liquid Drums 25kg 10 Ware house Trolley

17 Methylamine 5 0.05 7 Liquid Carboys 25 Kg 2 Ware house Trolley

18 Nitric acid 244 1.8 7 Liquid MS Drums 200 Lit 9 Ware house Trolley

19 o-Xylene 1943 15 7 Liquid Storage Tanks 15 KL 1 Tank

form Pipelines

20 Petroleum Ether 253 1.8 7 Liquid MS Drums 200 Lit 9 Ware house Trolley

21 Phosphoric acid 68 0.6 7 Liquid MS Drums 200 Lit 3 Ware house Trolley

22 Piperazine 260 1.8 7 Liquid Carboys 25 Kg 73 Ware house Trolley

23 Piperdine 189 1.3 7 Liquid Carboys 25 Kg 53 Ware house Trolley

24 Pyridine 462 3.4 7 Liquid Drums 200 Lit 17 Ware house Trolley

25 Sodium Azide 205 1.45 7 Solid Drums 25 kg 58 Ware Trolley



S. No Raw Material


Material

Max. Storage in the


Storage Container

MoC

Max. capacity

of packing

Kg


Storage area in

the Plant In house

Kg/day Tons (or) KL

No. of

days

Liquid / Solid /

Gas etc.,

PP/ PVC/HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos

Ware house /

Tank form / etc.,

Trolley / pipelines

etc.,

house

26 Sodium Bicarbonate 492 3.45 7 Solid Bags 50 kg 69 Ware

house Trolley

27 Sodium Cyanide 950 6.65 7 Solid Bags 25 kg 266 Ware house Trolley

28 Sodium Methoxide 67 0.6 8 Solid Bags 200 kg 3 Ware

house Trolley

29 Sodium Nitrite 2 0.05 25 Solid Bags 50 kg 1 Ware house Trolley

30 Sodium Sulfate 613 4.3 7 Solid Bags 50 kg 86 Ware house Trolley

31 Stannic Chloride 79 0.575 7 Solid Bags 25 kg 23 Ware house Trolley

32 Sulfuric acid 432 3 7 Liquid MS Drums 200 Lit 15 Ware house Trolley

33 t-Butanol 1310 9.17 7 Liquid MS Drums 200 Lit 46 Ware house Trolley

2.8.1 Storage and Transportation of Raw Materials and Products

All the raw materials will be first received by the stores department and samples of

raw materials will be sent to quality control (QC) laboratory wherein the quality of raw

material will be tested. Only after confirmation of quality by the QC lab, the raw material will

be transferred / unloaded at the respective ware house storage area in the factory with

proper labeling. The raw material in general will be received in bags / cartons / carboys /

drums / cylinders as well as through tankers. Material received from tanker will be stored in

above ground tanks. All the storage tanks of hazardous flammable substances will be

located within premises in separate approved storage area i.e. Tank farm area.

Most of the raw materials will be Indigenous. All the Bulk liquid raw materials will be stored in

storage tanks at separate storage area in tank farm area. The storage area for hazardous

chemicals will be located within the boundary wall with a constant watch by security round

the clock. Proper enclosures will be provided for all storage tanks. All necessary firefighting

system and safety arrangements will be provided near the storage area to combat any

emergency accident. The liquid chemicals will be transported through pipes via rack to day

tank of production area from storage tanks.

Other chemicals and materials required with quantities will be stored in warehouses. Warehouse will be containing store office, raw material store, dispensing area, finished

product store, etc. Personnel protective equipment’s like hand gloves, safety shoes, goggles,

helmet, clothing, etc., wherever required, will be provided to the persons. All motors and

electrical connections will be flame proof. Raw materials transported from the storage area



to the production plant by hydraulic trolley/fork lift/trolley / closed pipe as applicable. Modes

of transportation of all raw materials to the plant site and finished products from the plant site

are by road. Final products will be sent through road/ air/ sea route as per requirement.

2.9 Water Requirement

The total water required after expansion would be about 863 KLD of which fresh

water requirement is 556 KLD. The total water requirement will be met from ground water

and private tankers supply. The acknowledgement from State Ground water department on

submission of application for ground water drawl is at Annexure-XV. Treated effluent of

about 307 KLD will be recycled / reused from ETP-ZLD in utility make-up thereby fresh water

consumption will be reduced. The proposal is to minimize the effect on the level of water

table by working out reuse of the treated water wherever it is possible thereby reducing the

fresh water requirement. The proposed wastewater generation will be 348 KLD. Proposed

water balance and waste water generation is presented in Table 2.9.

Table 2.9: Proposed Water Balance and Wastewater Generation

Sl. No. Description

Input (KLD)

Output (KLD) Segregation

type of Wastewater

Disposal Method Fresh

Water Recycled

water Evaporation / Handling

Loss Total

Wastewater

1 Process (16 Products at a time)

155 -- 5 150 HCOD/ HTDS

Segregation Collection and

Treatment separately in ETP with ZLD

System for reusing the

treated effluent in cooling towers / Boilers.

2 Washings (reactors, centrifuges, nutch filters, containers, floor moping, etc.)

38 -- -- 38 LCOD/ LTDS

3 Boiler (Proposed 6,6,10 TPH & Existing 3 TPH)

83 67 100 20 (3.5% Blow down) LTDS/

LCOD

(25 % Make up)

30 (5% MEE - Steam

condensate)

4 Cooling Towers 4000TR

-- 240 220 20

(Bleed) LTDS/ LCOD

5 DM Regeneration 10 -- -- 10 HTDS/ LCOD

6 Scrubber 10 -- 10 HTDS/ LCOD

7 Q.C and R&D 10 --- -- 10 LTDS/ LCOD

8 Domestic (1500 nos at 50 lpcd) 75 --- 15 60 LTDS/

LCOD

9 Gardening (35 acres @ 5 kl/acre) 175 --- 175 --

Total

556 307 515 348 Reuse: Stripper condensate 3 KLD; Moisture in salt and ETP sludge is 4 KLD, Water loss in ETP 34 KLD (Total water loss is 41 KLD = 12%)

863 863



2.10 Land

The break-up of land use of the project site is presented in Table 2.6. Total land area

of about 42.08 Ha including existing land of 3.26 Ha, is in possession of project proponent.

The proposed expansion is in the existing and extended premises. About 13.89 Ha (33 %)

out of 42.08 Ha land area will be developed as greenbelt. The nearest habitation is

Maddikunta village -1.6 Km (NW). The industry is land locked and there is no water body

within 1.5 km. There is no reserved forest within 10 km radius from project boundary.

2.11 Power

The proposed power requirement (Contract Power Demand) of the plant is 2750 HP

including Permitted 750 HP, which will be met from Telangana State Central Power

Distribution Corporation Limited (TSCPDCL). DG sets are used only as standby during

power failure.

2.12 Coal/Fuel

Coal is about 102 TPD will be used for proposed 2 X 6 TPH, 10 TPH and existing 3

TPH Coal Fired Boilers and proposed 4 Lakh K.cal/hr Coal Fired Thermic Fluid Heater.

Diesel of about 670 Lit/hr will be used in the proposed 2 X 1000 KVA, 2 X 500 KVA in

addition to the existing 125 KVA DG sets and proposed 2 X 2 Lakh Kcal / hr Diesel fired

Thermic Fluid Heater. DG sets will be used as standby during power failure. Coal is procured

from Singareni Colleries company limited through direct / e-auction and Diesel will be

procured from the distribution sources closer to the project site.

2.13 Man Power

The expansion facility will generate direct and indirect employment to scores of local

people. About 1500 employees including existing 40 employees will be benefitted due to the

proposed project. About 1000 nos. will be direct and 500 nos. will be indirect employees.

2.14 Plant and Machinery

The plant and machinery for API’s & its intermediates project consists of glass lined

and stainless steel reactors, centrifuges, filters, dryers, flame proof motors, pumps and

storage tanks. The utility system consist of boilers, cooling towers, DG generators, chilling

plants, vapour absorption system, water purification systems etc. In addition to this some of

the pollution control equipment such as scrubbers, solvent distillation columns, steam

strippers, MEE, forced evaporation system with condensers, ATFD, multi-cyclone

separators, Bag filters, ESP, RO systems, etc. will be provided. All the equipment is



indigenously available. List of existing, additional and total plant and machinery is presented

in Annexure-XVI.

2.15 Sources of Environmental Pollution

APIs & its intermediate products manufacturing process generate gaseous

emissions, liquid and solid wastes. Maximum Pollution load from various combinations are

presented in Table 2.10. The management of these wastes will be handled very sensitively

and by adopting proper segregation techniques. The liquid wastes will be segregated at

source for further treatment at in-house-ETP with Zero Liquid Discharge (ZLD) system. In

view of this, there is a possibility of recycling the treated wastewater for various industrial

utility usages like in cooling towers / Boilers.



Table 2.10: Maximum Pollution Load For The Proposed Products On Various Combinations

Product

PRODUCTION EFFLUENT DETAILS SOLID WASTE Emissions

Water Input

Per Day Total

Effluent Per Day

(Lit)

Practical Org.res./

Semi solid

Inorganics +

EVA.Salts Spent

Carbon Total S.W. Process Solvent

Loss Tons / Month

Per day (Kg)

TDS COD

(Lit) (Kgs) (Kgs) (Kg) (Kg) (Kg) (Kg) (Kg) (Kg)

Proposed Products (Maximum 16 Products at a point of time)

Combination-1 142.0 4733.3 186875 194109 11709 4448 9850 12384 153 22387 1526 7516 Combination-2 118.0 3933.3 287915 300494 18751 6356 12375 19591 312 32278 3610 10528 Combination-3 120.0 4000.0 278017 285766 19549 6170 12683 20223 274 33179 3476 10227 Combination-4 121.0 4033.3 285565 296513 18503 6534 12293 19343 297 31933 3462 10471 Combination-5 126.0 4200.0 287805 300651 19289 6346 12720 20384 333 33437 3583 10645 Combination-6 124.0 4133.3 270035 276827 18593 5895 13427 19556 275 33257 3312 10432 Combination-7 122 4067 282275 290394 19529 6271 12609 20509 275 33393 3475 10343 Combination-8 69.5 2316.7 150265 159516 11659 2950 5297 12715 447 18459 2342 5068 Combination-9 123.0 4100.0 280478 288660 19400 6083 13159 20363 291 33813 3414 10548 Combination-10 108.0 3600.0 220703 231447 16544 5163 8811 16846 194 25851 3860 7587 Combination-11 117.0 3900.0 279968 287629 19012 6205 13011 20107 288 33405 3302 10901



VARIOUS COMBINATIONS

Combination-1 Losartan Potassium + Amlodipine Besylate + Telmisartan + Efavirenz + Tenofovir Disproxil Fumarate + Rilpivirine Hydrochloride + Valganciclovir Hydrochloride + Fosamprenavir Calcium + Dolutegravir + Pregabalin + Mefenamic acid + Aceclofenac + Sildenafil Citrate + Folic acid + Tramadol Hydrochloride + Gabapentin

Combination-2 Losartan Potassium + Amlodipine Besylate + Telmisartan + Efavirenz + Tenofovir Disproxil Fumarate + Lamivudine + Rilpivirine Hydrochloride + Ritonavir + Dolutegravir + Pregabalin + Escitalopram Oxalate + Gabapentin + Pantaprazole Sodium Sesquihydrate + Levocetirizine Dihydrochloride + Domperidone + Fluconazole

Combination-3 Losartan Potassium + Amlodipine Besylate + Efavirenz +Tenofovir Disproxil Fumarate + Nevirapine + Rilpivirine Hydrochloride + Dolutegravir + Pregabalin + Folic acid + Tramadol Hydrochloride + Escitalopram Oxalate + Capecitabine + Pantaprazole Sodium Sesquihydrate + Levocetirizine Dihydrochloride + Domperidone + Fluconazole

Combination-4 Losartan Potassium + Amlodipine Besylate +Telmisartan+ Efavirenz+Tenofovir Disproxil Fumarate+Rilpivirine Hydrochloride +Ritonavir+Valganciclovir Hydrochloride + Valganciclovir Hydrochloride+ Dolutegravir + Pregabalin +'Folic acid + Escitalopram Oxalate + Escitalopram Oxalate+ Gabapentin + Levocetirizine Dihydrochloride +Domperidone+Fluconazole

Combination-5 Losartan Potassium + Amlodipine Besylate +Telmisartan+ Efavirenz+Tenofovir Disproxil Fumarate+Rilpivirine Hydrochloride +Ritonavir+Valganciclovir Hydrochloride + Valganciclovir Hydrochloride+ Dolutegravir +Pregabalin+'Tramadol Hydrochloride+Escitalopram Oxalate+'Gabapentin+Levocetirizine Dihydrochloride+Domperidone Fluconazole

Combination-6 Losartan Potassium + Telmisartan + Montelukast Sodium + Efavirenz + Tenofovir Disproxil Fumarate + Nevirapine + Rilpivirine Hydrochloride+ Fosamprenavir Calcium + Dolutegravir + 'Pregabalin + Tramadol Hydrochloride + Escitalopram Oxalate + Clopidogrel Hydrogen Bisulfate + Levocetirizine Dihydrochloride + Domperidone + Fluconazole

Combination-7 Losartan Potassium + Amlodipine Besylate + Telmisartan + Efavirenz + Tenofovir Disproxil Fumarate + Rilpivirine Hydrochloride + Dolutegravir + Pregabalin + Folic acid + Tramadol Hydrochloride + Escitalopram Oxalate + Capecitabine + Pantaprazole Sodium Sesquihydrate + Levocetirizine Dihydrochloride + Domperidone + Fluconazole

Combination-8 Valsartan + Amlodipine Besylate + Telmisartan + Abacavir Sulfate + Emtricitabine + Nevirapine + Rilpivirine Hydrochloride + Tramadol Hydrochloride + Ciprofloxacin Hydrochloride Monohydrate + Moxifloxacin Hydrochloride + Escitalopram Oxalate + Bupropion Hydrochloride + Gabapentin + Pantaprazole Sodium Sesquihydrate + Levocetirizine Dihydrochloride + Fluconazole

Combination-9 Losartan Potassium+Amlodipine Besylate+Telmisartan+Efavirenz+Tenofovir Disproxil Fumarate+Nevirapine+Rilpivirine Hydrochloride+Dolutegravir+Pregabalin+Tramadol Hydrochloride+Escitalopram +Clopidogrel Hydrogen BisulfateOxalate+Pantaprazole Sodium Sesquihydrate+Clopidogrel Hydrogen Bisulfate+Levocetirizine Dihydrochloride+Domperidone+Fluconazole

Combination-10 Valsartan+Efavirenz+Tenofovir Disproxil Fumarate+Lamivudine+Rilpivirine Hydrochloride+Ritonavir+Fosamprenavir Calcium+Pregabalin+Sildenafil Citrate+Albendazole+Imatinib Mesylate+Gabapentin+Pantaprazole Sodium Sesquihydrate+Levocetirizine Dihydrochloride+Domperidone+Fluconazole

Combination-11 Losartan Potassium+Amlodipine Besylate+Telmisartan+Efavirenz+Tenofovir Disproxil Fumarate+Darunavir Ethanolate+Nevirapine+Rilpivirine Hydrochloride+Ritonavir+Dolutegravir+Pregabalin+Tramadol Hydrochloride+Escitalopram Oxalate+Levocetirizine Dihydrochloride+Domperidone+Fluconazole



2.15.1 Air Environment

• Gaseous emission from fuel burning, which consists of common pollutants like

SO2, NO2 and PM, would be discharged into atmosphere through 40 m / 30 m

height stack each with Multi-cyclone separator followed by Bag filter. All reactor

vessels are protected by primary and secondary condenser with circulation of

cooling and chilled water in order to prevent emission of volatile solvent. Reactors

also connected to multi-stage scrubbers to control the process emissions during

the reaction.

• The hazardous chemicals and volatile organic solvents are carefully handled in a

closed system, thereby preventing any discharge of these chemicals into the air.

• All internal roads of expansion also proposing BT / CC roads to reduce the fugitive

emissions

• Green belt will be further developed at the plant boundary as dust preventive

barrier.

2.15.1.1 Stack Emissions

Boilers, TFHs and DG sets are the three main sources contribute to emissions from

the plant. About 102 TPD Coal will be used for proposed 2 X 6 TPH, 10 TPH and existing 3

TPH Coal Fired Boilers and proposed 4 Lakh K.cal/hr Coal Fired Thermic Fluid Heater. Coal

is being used for steam generation, Particulate Matter (PM), Sulphur dioxide (SO2) and

Oxides of Nitrogen (NO2) will be the major pollutants. Coal calorific value is 4500 kcal/Kg of

coal with 0.5% sulphur. The various measures proposed to minimize the pollution from the

boiler are: Multi-cyclone separator followed by Bag filter will be installed to control the

particulate (PM) emissions within statutory limit of 115 mg/Nm3. To facilitate wider dispersion

of pollutants, suitable stacks height for each boiler / DG set will be installed.

The NOX emissions from the boilers will be controlled by controlling combustion measures,

which will be approached by way of low NOx burners or by air stagging in boiler. The NOX

emissions will be restricted to below 500 mg/Nm3.

Proposed coal fired boilers of 2 nos. of 6 TPH & 10 TPH will be installed along with 4 Lakh

K.cal/hr Coal Fired Thermic Fluid Heater and existing 3 TPH coal fired boiler will be used as

standby. Diesel will be used in the Proposed 2 X 1000 KVA, 2 X 500 KVA in addition to the

existing 125 KVA DG sets and proposed 2 X 2 Lakh K.cal /hr Diesel fired Thermic Fluid

Heaters. DG sets will be used as standby during power failure.

About Diesel of about 670 Lit/hr will be used in the Proposed 2 X 1000 KVA, 2 X 500 KVA in

addition to the existing 125 KVA DG sets and proposed 2 X 2 Lakh.Kcal / hr Diesel fired

Thermic Fluid Heater. DG sets will be used as standby during power failure.



2.15.1.2 Process Emissions

Manufacturing of APIs and API intermediates will result in gaseous emissions. The

product wise process emissions are estimated and presented in Table 2.11. Proposed

gaseous emissions will be scrubbed in two stages with water and caustic solution based on

the characteristics of gases. Proposed additional scrubbers for the expansion project in

addition to the existing scrubbers to scrub the additional process emissions. A stack of

suitable height (above roof level) will be provided to each scrubber.

Table 2.11: Proposed Product wise Process Emissions

Sl. No. Product Process

Emission Quantity (Kg/day)

1. Losartan Potassium H2 30.9

2. Valsartan

HCl SO2 CO2 H2

15.8 27.7 27.9 0.1

3. Irbesartan -- -- 4. Amlodipine Besylate H2 4.8 5. Telmisartan H2 1.6

6. Montelukast Sodium

H2 CO2 O2

n-Butane

0.2 5.8 1.5 3.6

7. Efavirenz H2 HCl CO2

7.6 71.3 15.1

8. Tenofovir Disproxil Fumarate CO2 144.5 9. Atazanavir Sulfate CO2 12.2 10. Abacavir Sulfate CO2 13.3

11. Darunavir Ethanolate H2 CO2

1.5 11.9

12. Emtricitabine H2 1.5

13. Lamivudine

CO2 HCl SO2 NH3 H2

1 11.9 20.8

1 0.8

14. Nevirapine H2 2.5 15. Rilpivirine Hydrochloride CO2 93.4

16. Raltegravir Potassium H2 CO2

1.4 28.2

17. Ritonavir CO2 NH3 H2

35.3 5.4 0.7

18. Lopinavir CO2 NH3 H2

4.6 0.7

0.09 19. Zidovudine CO2 0.8 20. Oseltamivir Phosphate -- -- 21. Saquinavir Mesylate CO2 0.7 22. Valganciclovir Hydrochloride CO2 20.9





H2 2.4 23. Fosamprenavir Calcium CO2 58.7 24. Dolutegravir H2 5.9

25. Pregabalin CO2 H2

776.5 29.4

26. Mefenamic acid -- -- 27. Naproxen H2 1.1 28. Diclofenac Sodium HCl 22.3

29. Aceclofenac CO2 H2

23 1.05

30. Sildenafil Citrate HCl SO2 NH3

25 43.9 0.3

31. Folic acid CO2 30.3 32. Naratriptan Hydrochloride H2 1.9

33. Albendazole NO2 H2

CO2

25.2 0.9

18.8

34. Tramadol Hydrochloride H2 HCl

8.5 0.1

35. Rosuvastatin Calcium

O2 Methylamine

H2 HF HCl

0.07 0.2 0.3 0.1 7.6

36. Levofloxacin Hemihydrate -- -- 37. Norfloxacin --- --

38. Ciprofloxacin Hydrochloride Monohydrate -- --

39. Moxifloxacin Hydrochloride HCl 24.7 40. Citalopram Hydobromide H2 0.3

41. Escitalopram Oxalate H2 HBr

1.9 0.2

42. Bupropion Hydrochloride CO2 HCl

9.6 10.1

43. Capecitabine CO2 33.2

44. Irinotecan Hydrochloride Trihydrate CO2 HCl

0.9 0.2

45. Docetaxel CO2 H2

1.5 0.02

46. Imatinib Mesylate HCl SO2

18.4 32.3

47. Gefitinib HCl SO2 CO2

9.7 8.5 1.6

48. Erlotinib Hydrochloride CO2 H2 HCl

5.2 4.4 5

49. Sunitinib Maleate CO2 0.9 50. Azacitidine CO2 3.5 51. Bortezomib H2 0.08 52. Dexrazoxane -- -- 53. Pemetrexed Disodium HCl 0.2





Hemipentahydrate 54. Lenalidomide H2 0.1 55. Thalidomide -- -- 56. Temozolomide -- -- 57. Loperamide CO2 0.2

58. Gemcitabine Hydrochloride CO2 H2

3 0.1

59. Oxaliplatin HCl 0.3 60. Cisplatin -- -- 61. Carboplatin -- -- 62. Felbamate HCl 8.8

63. Gabapentin CO2 H2

117.9 12.5

64. Bimatoprost -- -- 65. Latanoprost CO2 1.0 66. Travoprost -- --

67. Loratadine Methyl Chloride

HCl CO2

11.4 8.6

10.3

68. Pantaprazole Sodium Sesquihydrate HCl CO2 SO2

89 32

45.5 69. Clopidogrel Hydrogen Bisulfate -- --

70. Levocetirizine Dihydrochloride

NH3 CO2 SO2 HCl

39.3 112.9 215.4 61.4

71. Domperidone H2

NH3 CO2

38.8 119.7 93.8

72. Phenylephrine Hydrochloride HCl H2

0.8 0.1

73. Fluconazole HCl CO2

1214.6 157.3

2.15.1.3 Fugitive Emissions from Solvents Handling and their Recovery

Various types of solvents are used in the manufacturing process. The product wise

solvents input, solvent in effluent & organic waste, solvent loss and recovery is presented in

Table 2.12 and solvent balance in Table 2.13. Solvent is a leading source of Hazardous

Waste. By reducing the solvent use, it also reduces cost of purchasing solvent as well as

solvent losses.



Table 2.12: Proposed Product Wise Solvent Usage, Losses and Recovery

Sl. No. Product

Solvent Input

Solvent in Effluent

Solvent in Org. waste

Solvent loss

Solvent Recovery

Kg Kg Kg Kg Kg 1. Losartan Potassium 19066.67 78.17 290.83 749.67 17948.00 2. Valsartan 4620.00 3.33 55.14 160.00 4387.67 3. Irbesartan 2783.33 1.33 29.00 90.33 2662.67 4. Amlodipine Besylate 5968.93 11.78 69.67 225.00 5649.67 5. Telmisartan 9045.00 85.80 61.33 377.00 8552.33 6. Montelukast Sodium 4490.67 21.33 55.73 160.33 4276.67 7. Efavirenz 8450.00 41.33 127.67 266.67 8014.33 8. Tenofovir Disproxil

Fumarate 14583.33 108.27 186.67 753.90 13701.33

9. Atazanavir Sulfate 3830.00 25.00 52.21 162.33 3611.00 10. Abacavir Sulfate 1726.67 1.10 33.04 63.33 1603.33 11. Darunavir Ethanolate 7713.33 31.55 71.33 312.67 7273.67 12. Emtricitabine 4817.42 14.00 76.75 183.33 4543.33 13. Lamivudine 2646.00 4.85 39.67 102.33 2466.33 14. Nevirapine 7185.67 30.40 73.00 261.33 6758.00 15. Rilpivirine

Hydrochloride 5790.00 74.61 45.00 238.67 5605.00

16. Raltegravir Potassium 2682.33 25.27 27.06 104.33 2485.33 17. Ritonavir 6733.33 71.33 58.33 267.33 6365.67 18. Lopinavir 1070.67 7.33 14.24 42.80 1009.87 19. Zidovudine 1655.00 13.20 17.20 55.60 1569.00 20. Oseltamivir Phosphate 280.00 2.00 3.91 11.00 257.67 21. Saquinavir Mesylate 202.00 0.00 4.00 8.80 189.20 22. Valganciclovir

Hydrochloride 4286.67 16.00 70.67 191.33 4052.33

23. Fosamprenavir Calcium 2990.00 15.00 45.00 97.33 2832.67

24. Dolutegravir 31886.67 120.00 380.67 1172.67 30376.00 25. Pregabalin 77900.00 1108.00 750.53 2884.00 74781.00 26. Mefenamic acid 0.00 0.00 0.00 0.00 0.00 27. Naproxen 103.33 0.40 1.67 3.30 97.97 28. Diclofenac Sodium 253.33 1.70 3.50 8.07 240.07 29. Aceclofenac 720.67 6.69 6.67 25.67 616.67 30. Sildenafil Citrate 3783.33 11.67 64.00 150.67 3557.00 31. Folic acid 0.00 0.00 0.00 0.00 0.00 32. Naratriptan

Hydrochloride 2676.67 4.17 35.21 107.67 2561.67

33. Albendazole 3480.00 39.54 30.33 123.33 3300.33 34. Tramadol

Hydrochloride 6132.42 17.00 98.42 216.33 5800.67

35. Rosuvastatin Calcium 1972.67 7.03 33.17 76.93 1867.33 36. Levofloxacin

Hemihydrate 900.00 2.00 16.00 44.00 838.00

37. Norfloxacin 1440.60 14.74 13.28 56.96 1332.96 38. Ciprofloxacin

Hydrochloride 703.33 0.00 14.33 28.00 661.00



Sl. No. Product

Solvent Input

Solvent in Effluent

Solvent in Org. waste

Solvent loss

Solvent Recovery

Kg Kg Kg Kg Kg Monohydrate

39. Moxifloxacin Hydrochloride 3725.00 29.98 40.11 138.00 3488.67

40. Citalopram Hydobromide 2350.00 14.00 33.00 77.60 2225.40

41. Escitalopram Oxalate 31143.33 203.00 191.00 994.33 29755.00 42. Bupropion

Hydrochloride 683.33 0.00 13.17 36.00 634.17

43. Capecitabine 4483.33 7.33 57.67 197.0 4221.33 44. Irinotecan

Hydrochloride Trihydrate

205.00 0.37 0.33 9.25 195.05

45. Docetaxel 486.17 2.19 5.33 20.53 454.58 46. Imatinib Mesylate 1200.00 1.08 21.33 46.00 1061.33 47. Gefitinib 265.00 1.00 2.83 10.67 250.50 48. Erlotinib Hydrochloride 2010.00 6.49 19.98 73.00 1898.50 49. Sunitinib Maleate 175.33 1.65 1.73 7.33 164.61 50. Azacitidine 679.47 6.53 2.76 28.80 646.67 51. Bortezomib 243.33 0.00 4.88 9.35 229.10 52. Dexrazoxane 39.33 0.45 0.10 1.67 30.43 53. Pemetrexed Disodium

Hemipentahydrate 75.67 0.82 0.73 3.13 71.17

54. Lenalidomide 48.67 0.39 0.52 1.73 44.79 55. Thalidomide 66.67 1.47 0.00 2.00 63.20 56. Temozolomide 133.33 0.73 1.87 6.33 123.20 57. Loperamide 20.00 0.13 0.27 0.80 18.80 58. Gemcitabine

Hydrochloride 498.00 3.95 5.48 19.15 468.97

59. Oxaliplatin 48.67 0.40 0.60 2.00 45.67 60. Cisplatin 6.67 0.13 0.00 0.27 6.27 61. Carboplatin 10.00 0.20 0.00 0.40 9.40 62. Felbamate 166.67 0.67 2.67 5.67 157.67 63. Gabapentin 3333.33 0.00 33.33 166.7 3133.33 64. Bimatoprost 463.87 5.04 4.38 18.61 441.76 65. Latanoprost 280.00 4.27 1.33 10.67 263.73 66. Travoprost 65.33 1.00 0.27 2.93 61.13 67. Loratadine 1066.67 1.33 20.00 37.33 1008.00 68. Pantaprazole Sodium

Sesquihydrate 4516.67 10.00 79.17 148.33 4318.33

69. Clopidogrel Hydrogen Bisulfate 3750.00 29.17 45.83 141.67 3533.33

70. Levocetirizine Dihydrochloride 18516.67 208.33 128.33 741.67 17438.33

71. Domperidone 7833.33 39.33 117.33 300.00 7376.67 72. Phenylephrine

Hydrochloride 211.67 0.44 4.25 8.33 207.58

73. Fluconazole 26413.33 310.83 88.80 1085.83 25154.17



Table 2.13: Solvent balance

Solvent Input

Solvent from

product

Solvent Loss

(Handling) Solvent Loss in

Effluent

Solvent Loss in

Org. residue

Solvent Recovery

(KLD) (KLD) (KLD) (KLD) (KLD) (KLD) 284.4 2.28 10.8 2.58 2.8 270.5

286.68 275.88 100 % 3.77 % 96.23 %

Solvents used in the manufacturing process will be stored in drums and bulk quantities will

be stored in above storage tanks with all safety measures. Solvents are handled in closed

conditions thereby reducing the losses in the form of evaporation. Proper earthing will be

provided to all the electrical equipment and the joints / connections wherever solvent

handling is done. Reactor and solvent handling pump will have mechanical seals to prevent

leakage. Reactor will be connected to chilled brine condenser system. Condensers will be

provided with sufficient Heat Transfer Area (HTA) and residence time so as to achieve

maximum recovery. Chilled brine circulation will be carried out to condensate the solvent

vapor and to the receivers of the solvent vapors which ensures the maximum recovery.

Industry will take measures for reduction of fugitive emissions and further reduction industry

will be provided vent condensers to the tanks. Solvent vapours from the Centrifuge and

Catch pots will be connect to vent condensers. Height of the solvent receiver tank vent is

above production block roof level and the diameter is 20 mm. Flame proof fitting /

equipment’s / pumps / lighting will continue to be used wherever solvents are used. The

solvent storage tanks will be provided with breather valve to prevent losses.

Solvent management for effective recovery:

• Reactor will be connected to double condenser system using cooling and chilled

brine circulation.

• Reactor and solvent handling pump will have mechanical seals to prevent leakage.

• Condensers will be provided with sufficient Heat Transfer Area (HTA) and residence

time so as to achieve maximum recovery

• Solvents will be stored in a separate space specified with all safety measures.

• Proper earthing will be provided in all the electrical equipment wherever solvent

handling is done.

• Low boiling’s solvent storage tanks are insulated

• Entire plant where solvents are used, the equipment’s / pumps / fittings will be of

flame proof. The solvent storage tanks will be provided with nitrogen blanketing

system and breather valve to prevent losses.



2.15.2 Wastewater Generation and its Treatment

Product wise water input & effluent generation and its characteristics are estimated

from material balance in-terms of TDS, organic compounds in-terms of COD and presented

in Table 2.14. The fresh water requirement and wastewater generation is 556 KLD and 348

KLD respectively. The sources of wastewater generation are from the process, floor &

reactor washings, utilities, Q.C, R&D, scrubber and plant domestic waste. Total generation

of wastewater after expansion will be segregated into HTDS/LCOD > 5000 mg/l, and

LTDS/LCOD <5000 mg/l considering TDS/ COD concentrations and collected by gravity into

a collection tank separately. This individual effluent will be pumped to the RCC lined tanks

for storage and neutralization then sent to ETP-ZLD.

Existing treatment system will be enhanced to meet the proposed effluent quantities. All the

proposed treatment additional tanks will be constructed / installed above the ground with

water proof lining. This individual effluent will be pumped to the RCC lined tanks for storage

and neutralization then sent to upgraded ETP-ZLD of 400 KLD capacity within the plant

premises.

ETP–ZLD facility with primary (equalization and neutralization), secondary (stripper with

MEE, ATFD & biological) and tertiary treatment (PSF, ACF & RO) will be provided.

Domestic wastewater will be sent to septic tank and the overflow of septic tank to ETP

(biological treatment). Concentrate from MEE system will be sent to ATFD and the salts from

the ATFD will be collected and sent to HWMP-TSDF, Dundigal for safe disposal.

Table 2.14: Proposed Product wise Water input, Effluent Quantity and Characteristics

Sl. No. Product

Water in Waste water

(lts/day)

Volatile Compounds

(lts/day)

Waste water

(lts/day)

Dissolved Solids

(kg/day)

COD (kg/day)

1. Losartan Potassium 9855.1 119.2 9974.3 936.2 285.6 2. Valsartan 3007.7 35.0 3042.7 147.9 82.2 3. Irbesartan 893.4 4.7 898.1 51.5 11.3 4. Amlodipine Besylate 11270.2 131.7 11401.9 513.1 180.8 5. Telmisartan 6771.4 100.1 6871.5 352.6 157.5 6. Montelukast Sodium 1092.2 31.9 1016.9 97.6 57.4 7. Efavirenz 13940.5 58.0 13998.5 388.6 106.8

8. Tenofovir Disproxil Fumarate 9563.4 112.9 9676.4 1183.8 228.6

9. Atazanavir Sulfate 1624.1 25 1270.8 222.6 51.3 10. Abacavir Sulfate 57.8 1.1 58.9 3.5 2.3 11. Darunavir Ethanolate 2130.7 31.9 2162.6 277.7 62.1 12. Emtricitabine 892 14 906. 52.4 29.4 13. Lamivudine 4698.9 41.3 4740.2 149.2 54.9



Sl. No. Product


(lts/day)

Volatile Compounds

(lts/day)

Waste water

(lts/day)

Dissolved Solids

(kg/day)

COD (kg/day)

14. Nevirapine 2211.7 31.7 2243.4 372.1 57.4

15. Rilpivirine Hydrochloride 8711.8 74.6 6901.0 1050.0 148.8

16. Raltegravir Potassium 1831.5 33.5 1865.0 272.3 57.3 17. Ritonavir 5166.2 95.6 5261.8 168.3 202.4 18. Lopinavir 578.8 12.3 591.1 67.1 24.1 19. Zidovudine 973.4 14.8 988.2 37.7 26.1 20. Oseltamivir Phosphate 398.1 8.0 406.2 35.8 16.4 21. Saquinavir Mesylate 100.4 0.4 100.8 2.9 0.9

22. Valganciclovir Hydrochloride 3092.3 72 1752.9 74.5 96

23. Fosamprenavir Calcium 3750.7 15 3765.7 179.6 22.5

24. Dolutegravir 10405.6 120.0 10525.6 457.1 292.8 25. Pregabalin 89996.4 1293.4 91289.8 4756.9 2347.3 26. Mefenamic acid 1836.7 34.3 1871.0 156.0 90.7 27. Naproxen 230.5 9.5 240.1 62.4 21.5 28. Diclofenac Sodium 328.8 1.7 330.5 19.9 3.6 29. Aceclofenac 1160.6 6.7 1167.3 126.8 15.3 30. Sildenafil Citrate 3569.0 13.7 3582.7 93.2 33.3 31. Folic acid 4083.0 137.3 4220.2 397.8 223.8

32. Naratriptan Hydrochloride 1043.8 4.2 1048.0 25.6 6.3

33. Albendazole 2219.1 39.5 2258.6 188.8 85.7

34. Tramadol Hydrochloride 4879.2 17.6 4896.8 687.2 44.8

35. Rosuvastatin Calcium 982.7 25.4 1008.1 42.5 24.9

36. Levofloxacin Hemihydrate 563.5 10.8 574.3 42.7 30.6

37. Norfloxacin 1030.6 14.7 1045.4 173.6 21.8

38. Ciprofloxacin Hydrochloride Monohydrate

2092.9 35.4 2128.3 46.7 55.6

39. Moxifloxacin Hydrochloride 1390.3 30.0 1420.2 51.1 69.9

40. Citalopram Hydobromide 2000.5 23.9 2024.4 226.4 49.0

41. Escitalopram Oxalate 43567.9 255.3 43823.2 711.8 523.6

42. Bupropion Hydrochloride 507.0 5.1 512.1 51.6 7.7

43. Capecitabine 2966.4 32.2 2998.6 366.1 76.9

44. Irinotecan Hydrochloride Trihydrate

53.5 0.8 54.2 2.5 1.6

45. Docetaxel 86.2 2.4 88.6 5.2 3.8 46. Imatinib Mesylate 884.4 15.1 899.5 153.7 23.2 47. Gefitinib 764.6 14.8 779.5 73.8 18.3



Sl. No. Product


(lts/day)

Volatile Compounds

(lts/day)

Waste water

(lts/day)

Dissolved Solids

(kg/day)

COD (kg/day)

48. Erlotinib Hydrochloride 683.2 9.0 692.2 69.4 17.0 49. Sunitinib Maleate 53.9 0.9 54.8 5.5 1.4 50. Azacitidine 406.1 6.3 412.4 71.3 10.3 51. Bortezomib 10.1 0.1 10.2 0.1 0.1 52. Dexrazoxane 126.4 0.5 126.9 21.5 0.4

53. Pemetrexed Disodium Hemipentahydrate 64.6 0.8 65.5 2.0 1.6

54. Lenalidomide 49.6 0.6 50.2 2.9 1.0 55. Thalidomide 757.7 4.0 761.7 5.3 9.3 56. Temozolomide 82.7 1.1 83.8 9.7 2.5 57. Loperamide 17.4 0.1 17.6 2.7 0.3

58. Gemcitabine Hydrochloride 290.0 6.2 296.2 30.1 9.2

59. Oxaliplatin 40.0 0.4 40.4 1.4 0.6 60. Cisplatin 0 0 0 0 0 61. Carboplatin 33.3 0.2 33.5 5.7 0.3 62. Felbamate 134.6 0.7 135.3 23.6 1.6 63. Gabapentin 12127.4 86.5 12213.9 355.6 173.6 64. Bimatoprost 173.2 9.5 182.6 17.3 10.6 65. Latanoprost 221.7 3.4 225.1 7.8 8.0 66. Travoprost 57.2 1.5 58.7 2.0 3.0 67. Loratadine 529.1 12.1 541.2 2.4 25.0

68. Pantaprazole Sodium Sesquihydrate 5156.5 57.3 5213.7 571.3 86.6

69. Clopidogrel Hydrogen Bisulfate 3201.4 40.0 3241.4 262.2 55.3

70. Levocetirizine Dihydrochloride 22861.3 281.0 23142.3 1722.6 450.1

71. Domperidone 10584.8 135.8 10720.6 465.0 236.3

72. Phenylephrine Hydrochloride 0 0 0 0 0

73. Fluconazole 34291.0 448.6 34739.6 4969.2 880.2

2.15.2.1 Handling, Storage and Detoxification of Toxic Raw materials Containers/ Bags

Detoxification and disposal of empty containers/empty polythene bags in the production blocks: Washed with sufficient quantity of potable water by wearing the PPEs

and repeat the operation till container/bag is clean and pH is neutral. Cleaned container/bag

will be sent to storage area for disposal/Recycling. Collect the spilled/contaminated water

washings and sent to ETP for treatment.



2.15.3 Hazardous/Solid Wastes Generation

The product wise Solid/Hazardous waste and other waste generated are estimated,

handling and disposal methods from the various stages of APIs & its intermediates

manufacturing plant is presented in Table 2.15.

Hazardous / Solid waste will be segregated and collected in the HDPE drums / bags and will

be stored in the covered and raised platform with Leachate collection system. Spillages such

as wastewater / solid wastes / raw materials are possible and the risk of this would be limited

to within the premises of the manufacturing facility. A precautionary measure like spillage

control management is practiced in the industry.

Solid/ Hazardous waste mainly segregated into process organic residues, Inorganic salts,

spent carbon etc., these wastes are hazardous in nature as they emanate from the chemical

reactions or un-reacted chemical wastes. The organic residues & spent carbon can be sent

to authorized Cement plants/TSDF for use as alternate fuel either in the solid or liquid form.

Inorganic salts are to be sent for landfill at TSDF. Solid waste will be segregated, stored and

disposed. In addition to the above, effluent treatment plant sludge and boiler ash will be

generated.

Hazardous waste like organic residue, spent carbon and forced evaporation salts including

ETP sludge stored in HDPE drums/bags will continue to be sent to TSDF, Dundigal,

Rangareddy district for secured land filling / authorized cement plants for co-processing.

Boiler ash is sent to brick manufacturers.

Table 2.15: Proposed Product wise Hazardous Waste Generation

Sl. No. Product Organic

(kg/day)

Inorganics + EVA. Salts

(kg/day)

Spent Carbon (kg/day)

Total Waste

(kg/day) 1. Losartan Potassium 1175.7 936.2 0.0 2111.9 2. Valsartan 112.5 158.6 10.7 281.8 3. Irbesartan 74.1 86.8 0.0 160.9 4. Amlodipine Besylate 175.4 513.1 14.3 702.9 5. Telmisartan 265.4 657.9 17.3 940.6 6. Montelukast Sodium 301.3 97.6 6.3 405.2 7. Efavirenz 554.7 388.6 0.0 943.3 8. Tenofovir Disproxil Fumarate 1179.7 1183.8 0.0 2363.6 9. Atazanavir Sulfate 108.0 222.6 0.0 330.7 10. Abacavir Sulfate 131.6 65.8 10.0 207.4 11. Darunavir Ethanolate 198.3 277.7 0.0 476.0 12. Emtricitabine 207.5 52.4 30.7 290.5 13. Lamivudine 127.4 149.2 6.7 283.3 14. Nevirapine 339.0 372.1 16.0 727.1 15. Rilpivirine Hydrochloride 268.2 1050.0 40.0 1358.2




(kg/day)


(kg/day)


Total Waste

(kg/day) 16. Raltegravir Potassium 87.4 272.3 0.0 359.7 17. Ritonavir 156.2 299.3 5.0 460.5 18. Lopinavir 26.9 84.5 1.9 113.2 19. Zidovudine 37.7 37.7 1.0 76.4 20. Oseltamivir Phosphate 14.3 35.8 0.0 50.2 21. Saquinavir Mesylate 11.2 2.9 0.0 14.0 22. Valganciclovir Hydrochloride 225.2 74.5 0.0 299.7 23. Fosamprenavir Calcium 321.3 179.6 0.0 501.0 24. Dolutegravir 2246.1 487.1 0.0 2733.2 25. Pregabalin 2572.4 4756.9 0.00 7329.3 26. Mefenamic acid 0.0 156.0 0.0 156.0 27. Naproxen 5.2 62.4 0.0 67.6 28. Diclofenac Sodium 27.6 19.9 0.0 47.5 29. Aceclofenac 162.2 126.8 0.0 289.0 30. Sildenafil Citrate 163.9 177.8 0.0 341.7 31. Folic acid 0.0 397.8 0.0 397.8 32. Naratriptan Hydrochloride 93.8 142.3 0.0 236.1 33. Albendazole 69.6 268.2 0.0 337.8 34. Tramadol Hydrochloride 472.6 942.0 28.3 1442.9 35. Rosuvastatin Calcium 135.2 42.8 0.0 178.0 36. Levofloxacin Hemihydrate 47.7 42.7 0.0 90.4 37. Norfloxacin 82.3 173.6 3.6 259.5

38. Ciprofloxacin Hydrochloride Monohydrate 35.5 46.7 34.3 116.6

39. Moxifloxacin Hydrochloride 109.3 97.5 9.0 215.8 40. Citalopram Hydobromide 148.9 226.4 0.0 375.3 41. Escitalopram Oxalate 458.2 1088.6 96.7 1643.5 42. Bupropion Hydrochloride 48.6 51.6 8.3 108.5 43. Capecitabine 111.8 382.1 0.0 493.9 44. Irinotecan Hydrochloride Trihydrate 2.2 3.5 0.3 6.0 45. Docetaxel 20.6 7.4 0.0 28.0 46. Imatinib Mesylate 89.5 153.7 0.0 243.1 47. Gefitinib 73.9 175.5 0.0 249.4 48. Erlotinib Hydrochloride 58.3 116.4 0.0 174.8 49. Sunitinib Maleate 12.6 5.5 0.0 18.1 50. Azacitidine 5.7 71.3 7.5 84.5 51. Bortezomib 12.0 1.6 2.5 16.0 52. Dexrazoxane 2.5 21.5 0.4 24.4

53. Pemetrexed Disodium Hemipentahydrate 3.2 1.9 0.0 5.1

54. Lenalidomide 1.8 2.9 0.1 4.9 55. Thalidomide 0.0 4.9 1.7 6.7 56. Temozolomide 8.0 9.7 1.0 18.7 57. Loperamide 2.2 2.7 0.0 4.9 58. Gemcitabine Hydrochloride 14.9 30.1 0.9 45.9




(kg/day)


(kg/day)


Total Waste

(kg/day) 59. Oxaliplatin 3.1 3.3 2.0 8.3 60. Cisplatin 0.0 0.0 0.8 0.8 61. Carboplatin 0.0 5.7 1.0 6.7 62. Felbamate 14.7 23.6 0.0 38.4 63. Gabapentin 66.7 355.6 53.3 475.6 64. Bimatoprost 17.3 17.3 0.0 34.6 65. Latanoprost 26.6 7.8 0.0 34.5 66. Travoprost 4.4 2.0 0.0 6.4 67. Loratadine 37.3 2.4 0.0 39.8 68. Pantaprazole Sodium Sesquihydrate 179.7 571.3 8.3 759.3 69. Clopidogrel Hydrogen Bisulfate 323.1 262.2 0.0 585.3 70. Levocetirizine Dihydrochloride 1383.2 1722.6 43.3 3149.1 71. Domperidone 522.0 461.7 0.0 983.7 72. Phenylephrine Hydrochloride 13.8 0.0 1.3 15.1 73. Fluconazole 1043.8 4969.2 26.7 6039.7

2.15.4 Noise Environment

Compressors, Boilers and DG sets will be the major noise generating units in the

plant. Out of these, the generators will be functioning at the time of power failure. The noise

levels of the DG sets will be well within the limits as these will be installed with built-in

acoustic enclosures. However the workers in this area will always be provided with ear

muffs. All the equipment in the plant would be designed to have a total noise level not

exceeding 85-90 dB (A) as per the requirement of OSHA (Occupational Safety and Health

Administration) standards.

Proposed project site boundary with Greenbelt is about 1.6 km from nearest habitation

Maddikunta village; no impact of noise will be felt at the habitation. As per factory act, under

the general health checkup scheme, the workers will be examined for any Noise Induced

Hearing Loss (NIHL) by a trained ENT Doctor. The noise levels in the work place

environment will be monitored periodically and action will be taken in the form of regular

maintenance schedule to reduce noise and vibration in generating sources. Noise

Attenuation targeted & achieved with 3-4 m greenbelt of Pure Species Monoculture.

• Periodical monitoring is being carried out on regular basis.

• DG sets are installed with acoustic enclosures.

• A regular maintenance is practiced for plant machinery and equipment’s which helps

to avert potential noise problems.

• Future enhancement and installation of the plant machinery will be done after due

consideration to design noise levels and noise mitigation measures.



• Green belt developed helps in reducing noise levels in the premises as a result of

attenuation of noise generated due to plant operations and transportation.

• There are no major sources of industrial noise; minor noise is being generated from

the industrial operations which are being controlled by proper maintenance and

technology.

• Proper mitigation measures are taken for the reduction of noise levels i.e. Noise

proof cabins, acoustic enclosures and personal protective equipment to the workers

are provided.

• Proper maintenance, padding, oiling and greasing of machines at regular intervals is

done to reduce generation of noise.

2.15.5 Green Belt Development

The main objective of the green belt is to provide a barrier between the source of

pollution and the surrounding areas. The green belt helps to capture the fugitive emissions

and to attenuate the noise generated apart from improving the aesthetics. Development of

green belt and other forms of greenery will also prevent soil erosion and washing away of

topsoil besides helping in stabilizing the functional ecosystem and further to make the

climate more conducive and to restore water balance.

Green belt forms a surface capable of absorbing air pollutants and forming sinks for

pollutants. Apart from functioning as a pollutant sink, green belts provide other benefits like:

• Green belt helps in achieving biodiversity by providing possible habitats for birds and

animal, thus recreating hospitable nature in an otherwise drab urban industrial scene.

• Green belts increase the aesthetic value of the site.

Industry is proposed to develop Greenbelt in an area of 33 % i.e., 13.89 Ha out of total area

42.08 Ha of the project. Local species are planted as per the guidelines in consultation with

the local horticulturist.

2.16 Resources Optimization / Recycling and Reuse

All efforts will be made by the industry to carryout R&D on the wastes to recycle /

reuse wherever possible. However, R&D is a continuous process, where improvements in

the processes adopted by the industry, waste minimization etc. will be worked out as the

project progresses.

Following are some of the recycle options proposed by the industry.

Industry uses Zero liquid discharge plant to reuse all treated effluents as makeup water

for utilities like Cooling Tower and Boiler. This will reduce the fresh water consumption..

Industry proposing dedicated reactors for regular products to be manufactured



continuously thereby reducing the reactor washings.

All solvents are recovered to the extent possible and reused in the process.

Organic residue and spent carbon will be sent to Authorized Cement industries to burn

in Cement Kiln as an alternate fuel/ HWMP-TSDF.

Boiler ash will be sold to Cement Brick manufacturing units.

Waste / Used oil will be sent to Authorized Waste / Used oil Reprocessing units.

Waste Lead acid batteries will be sent back to suppliers on buy- back basis.

Conservation of energy by implementing energy conservation methods/systems.

Recycling and reuse of by-products generated during the process, solvents etc. will also be

planned properly thereby implementing the clean manufacturing techniques. There is

tremendous potential for implementation of clean technologies, recovery and reuse

techniques in this proposed APIs unit which will be explored and implemented after R&D

process.

2.17 Summary of Salient Features after Expansion

Summary of salient features for existing, additional and after expansion details are

presented below:

Description Units Existing Additional Total after expansion

Products Nos. 3 products & 1 By-product HCl dropped

73 API products on campaign basis i.e, any 16 products at a

point of time with R&D activity and its

byproducts

73 API products on campaign basis i.e, any 16 products at a

point of time with R&D activity

and its byproducts

Production Capacity TPA 4039 1728 in 2 phases (Phase-I: 60% & Phase-II: 40%)

1728 TPA in 2 phases

(Phase-I: 60% & Phase-II 40%)

Water requirement KLD 9 854 863 (fresh water 556)

Waste water generation KLD 5 343 348

Coal fired Boilers TPH 3 2 X 6, 1 X 10 3, 2 X 6 & 10 Coal fired Thermic Fluid Heater (TFH) K.cal/ hr -- 4 Lakh K.cal/hr 4 Lakh K.cal/hr

Diesel fired Thermic Fluid Heater (TFH) K.cal/ hr -- 2 X 2 Lakh K.cal / hr 2 X 2 Lakh

K.cal / hr

DG Sets KVA 1X125 2 X 1000 2 X 500

1 X 125 2 X 1000 2 X 500

Investment Crores 35 250 285 Capital Cost for pollution control measures

Crores 2 24.05 26.05

Recurring cost (O&M) Crores 1 20.5 20.5

Land Ha. 3.26 38.82 42.08 Power HP 750 2000 2750

Chapter 3 Description of Environment

AVR Organics Pvt. Ltd. – EIA Report Chapter 3: Description of Environment


Chapter 3 Description of Environment

3.0 Introduction

The baseline environmental quality of a present site for proposed expansion serves

for identification of significant environmental concerns / impacts corresponding to study area.

The baseline environmental quality assessed through field studies within the impact zone for

various individual components of environment, viz. Air, Noise, Water, Land, Biological and

Socio-economic. The present Environmental Impact Assessment (EIA) study comprises pre-

expansion environmental quality monitored for 10 km radial distance around the existing

plant premises with extended land of total 42.08 Ha for manufacture of 1728 TPA APIs and

its intermediates with R&D products. The field surveys of all environmental components

accomplished during Winter season (December 2016 – February 2017) for assessment of

baseline environmental quality. Baseline data has been generated by M/s KKB Micro testing

labs Pvt. Ltd., Hyderabad, a NABL accredited laboratory by following the approved

procedures of the NABL and the Central Pollution Control Board guidelines.

3.1 Climatology and Meteorology

The meteorological data helps for appropriate interpretation of the baseline status of

the study area as well as for input into prediction model to evaluate air quality dispersion.

Chronological data on meteorological parameters also plays an important role in identifying

the general meteorological regime of the region.

3.1.1 Methodology

The study of micrometeorological conditions of a particular region is of utmost

importance to understand the variations in ambient air quality status in that region. The

prevailing micrometeorology in the existing plant site plays a crucial role in process

emissions transport and dispersion of air pollutants arising due to the existing and proposed

activities. The persistence of the predominant wind direction and wind speed at the project

site will decide the direction and extent of the air pollution impact zone. The principal



variables, which affect the micrometeorology, are horizontal transport and dispersion

(average wind speed and directions), convective transport and vertical mixing (atmospheric

stability) and topography of the area towards local influences. Factors like ambient

temperature, humidity, rainfall and atmospheric pressure etc., known as secondary

meteorological parameters as these factors control the dispersion of the pollutants indirectly

by affecting the primary factors. Hourly recorded wind speed and wind direction during study

period used for computing the relative percentage frequencies of wind occurrences in

various directions.

The methodology adopted for monitoring surface observations is as per the standard norms

laid down by Bureau of Indian Standards (IS: 8829) and India Meteorological Department

(IMD). A meteorological station was installed in the plant premises at about 10m above the

ground level. Meticulous attention was taken while selecting the Meteorological station and

also care was taken to see that the location is free flow of winds from all directions.

3.1.2 Meteorological Data Recorded at Proposed Expansion Project Site

Meteorological study exerts a critical influence on Air Quality, as it is an important

factor in governing the Ambient Air Quality. The meteorological data recorded during study

period is used for interpretation of the baseline information as well as input for air quality

simulation model. Meteorological data was collected for Winter season (December 2016 to

February 2017). Details of the meteorological data for the study period are presented at

Annexure –XVII.

Wind pattern during the study period

Wind speed, wind direction, temperature and relative humidity data was collected

daily on hourly basis for three months during study period. Wind roses of sixteen directions

have been plotted. The wind pattern during the study period is presented in Fig. 3.1.1.

On analysis of the total wind pattern prevailing in the site, the following are the

observations regarding the Wind Pattern:

• Predominant wind directions are SE, ESE, E and SSE.

• Wind directions were also observed in N, NE, ENE, S, SW and NW

• Wind speeds were observed in the range of 0 – 5.6 m/s with an average wind

speed of 2.45 m/s

The predominant wind direction during this period was from SE, ESE, E and SSE

sectors accounting to about 53.75 % of the total time respectively, with calm winds of less

than 13.29 %. Wind speeds during this period were varying from 0 – 5.6 m/s. Average wind

speed is 2.45 m/sec for 24 hours. The summary of recorded meteorological data for the

study period at project site is presented in Table 3.1.1.



Fig. 3.1.1: Wind Rose Diagram for the study period – Winter season (Dec’ 2016 to Feb’ 2017)

Table 3.1.1: Summary of the Meteorological Data Generated near the Site

Study Period Temperature (°C) Relative Humidity (%) Rainfall (mm) Max Min Max Min December 2016 – February 2017 (winter season)

32.6 12.2 96 22 0



3.1.2.1 Determination of atmospheric inversion level at the project site based on the site specific micro meteorological data

Determination of inversion level at project site is calculated on the basis of diurnal

variation of site meteorological data such as temperature, wind speed, wind direction,

relative humidity & rainfall including corresponding vertical variation of temperature and

relative humidity. Maximum and minimum mixing heights from the IMD are used for

inversions.

3.1.3 Ambient Air Quality

The prime objective of the baseline air quality monitoring was to evaluate the existing

air quality of the area. The tropical climatic conditions mainly control the transport and

dispersion of atmospheric emissions during various seasons, which ultimately determine the

ambient air quality status in project area. This will also be useful for assessing the conformity

to standards of the ambient air quality during the operation of the proposed expansion project.

The following sections describe the selection/description of sampling locations, methodology

adopted for sampling, frequency of sampling and analytical techniques.

3.1.4 Description of Sampling Locations

The Ambient Air Quality status with respect to the study area of 10 Km radial

distance from the proposed plant site forms the baseline information over which the

predicted impacts due to the proposed expansion activities of the project can be super

imposed to find out the net (final) impacts on air environment. Selection of the

representative sampling locations is primarily guided by the topography and

micrometeorology of the region. The baseline status of the Ambient Air Quality can be

assessed through a scientifically designed ambient air quality monitoring network based on

the following considerations.

• Meteorological conditions.

• Topography of the study area.

• Representations of regional background levels.

• Representations of plant site.

• Representations of predominant and cross sectional distribution in the downward

direction.

• Representations of Upwind direction.

• Influence of the existing sources if any,

• Inclusion of population zone, sensitive receptors, reserved forests to collect baseline.

Ambient Air Quality Monitoring (AAQM) stations were set up at 9 locations with due

consideration to the above mentioned points. Table 3.1.2 gives the details of environmental



setting around each monitoring station and their distances and direction with reference to the

proposed project. The AAQM locations are shown in Fig. 3.1.2. List of industries present in

study area with its name are shown in Fig 3.1.3.

Table 3.1.2: Ambient Air Quality Monitoring Locations

Sl. No. Description

Distance from Project Site

(Km)

Direction from Project Site Description of the location

1 Plant Site -- -- Core Area

2 Sadasivpet 2.8 NNE Major Town/Habitation

3 Regenthal 2.5 ESE Upwind (without much

activity) i.e., less activity 4 Thangadpalle 4.1 W Crosswind

5 Maddikunta 1.1 NW Downwind

6 Milgirpet 5.5 WNW

Background of Industry downwind direction

(with very less activity) 7 Suraram 3.8 NW Downwind 8 Konapur 6.7 NW Crosswind

9 Ankanpalle 5.7 NNW Crosswind to Industry & MRF Industry (existing industries)



Fig. 3.1.2: Ambient Air Quality Monitoring Locations

1. Plant Site 2. Sadasivpet 3. Regenthal 4. Thangadpalle 5. Maddikunta 6. Milgirpet 7. Suraram 8. Konapur 9. Ankanpalle

1 1

1 2

1 3

1 4

1 7

1 5

1 6

1 8 1 9



Fig. 3.1.3: Topographical map showing industries in the study area



3.1.5 Frequency and Parameters for Sampling

Ambient air quality monitoring has been carried out for 24 hourly sample two days per

week at nine locations covering three months (December 2016 to February 2017). The

ambient air quality parameters i.e., Particulate Matter (PM10), Particulate Matter (PM2.5),

Sulphur dioxide (SO2), Nitrogen dioxide (NO2), Ammonia (NH3), Carbon monoxide (CO),

Volatile Organic compounds (VOC) and HC have been monitored in all 9 locations.

3.1.6 Instruments used for Sampling

Respirable dust sampler (RDS) was used for monitoring particulate matter (RPM) /

PM10, APM 550 Fine Particle Sampler was used to monitor PM2.5. Gaseous pollutants like

SO2, NOx, NH3 etc. are sampled using Gas impinge kit connected to PM10 & APM 550.

Instant analyzer was used for monitoring Volatile Organic Compounds (VOC), CO and HC.

3.1.7 Sampling and Analytical Techniques

Sampling and Analysis for AAQ parameters are done as per CPCB published (May

2011) Guidelines for the Measurement of Ambient Air Pollutants Volume-1 (Guidelines for

Manual Sampling & Analysis). VOC, HC has been estimated with instrument giving direct

values. The techniques used for ambient air quality monitoring and its minimum detectable

levels are given in Table 3.1.3.

Table 3.1.3: Techniques Used for Ambient Air Quality Monitoring

Sl. No. Parameters

Minimum Detectable

Limit

NAAQ Standard Annual

1 PM10 (Particulate Matter – Size<10 µm) - µg/m3 5.0 60 2 PM 2.5 (Particulate Matter- Size <2.5 µm) - µg/m3 4.5 40 3 SO2 (Sulphur Dioxide) - µg/m3 4.0 50 4 NO2 (Nitrogen Dioxide)- µg/m3 4.0 40 5 NH3(Ammonia) - µg/m3 20 100 6 CO – ppm (mg/m3) 1 (1.23) 2 mg/m3 7 VOC - ppm 0.1 -- 8 HC – ppm 1 --

3.1.8 Baseline Status

The existing ambient air quality status monitored during study period is presented in

Table 3.1.4. The baseline AAQ field data in study area results of all locations for the study

period are presented in Annexure-XVIII. Various statistical parameters like minimum,

maximum, Mean and 98th percentile have been computed from the observed raw data for all

the AAQ monitoring stations. The maximum 24 hourly PM10 concentration at individual

locations varied from 46-55 µg/m3. Highest value of 55 µg/m3 was recorded at Sadasivapet



Mandal. The minimum PM10 concentrations in the study area were in the range of 33-44

µg/m3. The 98th percentile concentrations of PM10 concentrations were in the range of 44-51

µg/m3. The maximum 24 hourly PM2.5 concentration at individual locations varied from 18-26

µg/m3. Highest value of 26 µg/m3 was recorded at Sadasivpet Mandal. The minimum PM2.5

concentrations in the study area were in the range of 11-18 µg/m3. The 98th percentile

concentrations of PM2.5 concentrations were in the range of 15-23 µg/m3. The minimum

concentrations of 24 hourly SO2 at individual locations varied from BDL-5.6 µg/m3, while the

maximum concentrations during the study period were recorded in the range: 6.5-8.3 µg/m3.

The 98th percentile concentrations of Sulphur dioxide were in the range of 6.3-8.1 µg/m3.

Maximum value of 8.1µg/m3 was recorded at Sadasivpet Mandal. The minimum

concentrations of NO2 at all locations varied from 5.2-6.3 µg/m3, whereas the maximum 24

hourly NO2 concentrations were recorded in the range: 9.5-13.8 µg/m3. The 98th percentile

concentration of nitrogen oxides were in the range of 8-12.9 µg/m3. Maximum value of 12.9

µg/m3 was recoded at Sadasivpet Mandal.

The concentrations of NH3 at all locations are BDL. Results of the ambient air quality

parameters monitored at all the locations were found to be well within the limits of National

Ambient Air Quality (NAAQ) standards (Annexure-XIX). Concentrations of AAQ parameters

are mainly contributed due to vehicular traffic, Industrial area and local activities. The

maximum Volatile Organic Compounds (VOC) monitored at different locations in the study

area found in the range of BDL-0.4 ppm, the highest being at plant site. VOC work room

concentrations at various locations in the plant site is varying between BDL – 1.2 ppm. The

CO & HC concentrations at all the locations were found below detectable limit.



Table 3.1.4: Ambient Air Quality Status: Winter Season

Sampling time: 24 hrs Unit: µg/m3 Other wise mentioned

Parameter Minimum Maximum Mean 98th Percentile

AAQ 1: Plant Site PM10 in µg/m3 44 54 47.8 50 PM2.5 in µg/m3 16 25 20.9 23 SO2 in µg/m3 BDL 8.2 6.9 8.1 NO2 in µg/m3 6.2 13.2 9.1 12.8 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm 0.1 0.4 0.2 0.3 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0 AAQ 2: Sadasivpet PM10 in µg/m3 42 55 47.8 51 PM2.5 in µg/m3 18 26 20.4 22 SO2 in µg/m3 5.2 8.3 6.7 8.1 NO2 in µg/m3 6.3 13.8 8.4 12.9 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 <0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0 AAQ 3: Regenthal PM10 in µg/m3 37 47 40.9 45 PM2.5 in µg/m3 12 18 14.3 17 SO2 in µg/m3 BDL 6.5 5.7 6.3 NO2 in µg/m3 5.2 9.5 7.0 8.0 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 <0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0 AAQ 4: Thangadpalle PM10 in µg/m3 36 47 39.0 45 PM2.5 in µg/m3 13 18 14.5 16 SO2 in µg/m3 BDL 7.4 6.3 6.7 NO2 in µg/m3 5.6 10.8 7.51 9.4 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0 AAQ 5: Maddikunta PM10 in µg/m3 38 48 20.9 46 PM2.5 in µg/m3 12 18 14.1 15 SO2 in µg/m3 BDL 7.2 6.2 6.8 NO2 in µg/m3 6.1 11.4 8.1 9.8 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 <0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0



Table 3.1.4: Ambient Air Quality Status: Winter Season (Contd…)

Parameter Minimum Maximum Mean 98th Percentile

AAQ 6: Milgirpet PM10 in µg/m3 33 46 38.3 44 PM2.5 in µg/m3 11 21 16.2 20 SO2 in µg/m3 5.3 6.9 5.9 6.5 NO2 in µg/m3 6.1 10.2 7.6 9.6 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 <0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0 AAQ 7: Suraram PM10 in µg/m3 35 49 41.3 46 PM2.5 in µg/m3 13 23 17.6 19 SO2 in µg/m3 BDL 7.1 6.2 6.8 NO2 in µg/m3 6.1 12.8 8.6 10.5 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0 AAQ 8: Konapur PM10 in µg/m3 42 51 47.1 49 PM2.5 in µg/m3 14 23 17.1 20 SO2 in µg/m3 BDL 7.8 6.5 7.6 NO2 in µg/m3 6.1 12.8 8.2 12 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 <0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0 AAQ 9: Ankanpalle PM10 in µg/m3 43 53 47 51 PM2.5 in µg/m3 16 24 20 22 SO2 in µg/m3 5.6 8.1 6.7 7.8 NO2 in µg/m3 6.2 13.1 9.4 11.8 CO in ppm < 1.0 < 1.0 < 1.0 < 1.0 NH3 in µg/m3 <20 <20 <20 <20 VOC in ppm <0.1 <0.1 <0.1 <0.1 HC in ppm < 1.0 < 1.0 < 1.0 < 1.0

Workroom VOC concentrations at Plant Site

Location VOC in ppm Production block 1.2 Ware house 0.6 Tank farm area 0.3 ETP area 0.5 Canteen area BDL Hazardous waste storage area 0.1



3.2 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

types of loudness distributed over the audible frequency range. The most common and

universally accepted scale is the ‘A’ weighted scale, which is measured as dB (A). This is

more suitable for audible range of 20 to 20,000 Hz. The scale has been designed to weigh

various components of noise according to the response of human ear. The environmental

impact of noise can have several effects varying from Noise Induced Hearing Loss (NIHL) to

annoyance depending on loudness of noise. As it is known that high dB (A) noise levels

cause adverse effect on human beings and associated environment, including land,

structures, domestic animals and natural ecological systems. A detailed survey on noise

environment in and around the project site was carried out by measuring spot noise levels at

9 locations using a precision sound level meter.

The main objective of noise monitoring in the study area is to establish the baseline noise

levels and assess the impact of the total noise expected to be generated during the

expansion project operations in and around the project site.

3.2.1 Reconnaissance

A reconnaissance survey conducted with a view to establish the baseline status of the

environment with respect to noise levels in the study area. A preliminary reconnaissance

survey undertaken is to identify the major noise generating sources in the area. The noise at

different locations based on various activities like Industrial, commercial and transportation

measured during the study period.

Measured noise levels, displayed, as a function of time, is useful for describing the

acoustical climate of the community. Noise levels recorded at each station with a time interval

of about 60 minutes computed for equivalent noise levels. Equivalent noise level is a single

number descriptor for describing time varying noise levels.

Ld = day-equivalent noise levels (from 6 AM – 10 PM)

Ln = night-equivalent noise levels (from 10 PM – 6 AM)

The day noise levels have monitored during 6 am to 10 pm and night levels during 10

pm to 6 am at all the prime locations identified in the study area.

Typical considerations in environmental noise assessment divided into two separate

categories, one related to noise sources and other related to potential receivers. Two

quantities needed to describe completely the strength of the source i.e., Sound Power Levels

and Directivity. Sound Power levels measure the total sound power radiated by the source in



all directions and directivity is a measure of the difference in radiation with direction. The

concept of sound power level and directivity index makes it possible to calculate the sound

pressure level (SPL) created by source.

Characteristics of noise sources (instantaneous, intermittent or continuous in nature): It is known that a steady noise is not as annoying as one that is continuously varying in

loudness. The time of day 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 sensitivity 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 impacts of noise from the plant activities are carried out by taking into

consideration of the following factors:

• Potential damage to hearing.

• Potential physiological responses.

• Annoyance.

• General community responses.

For Noise levels measured over a given period of time interval, it is possible to describe

important features of noise using statistical quantities. This is calculated using the percent

of the time certain noise levels are exceeding the time interval.


The ambient noise levels (Leq) were monitored at the selected villages within the

study area during day and night times. The details of the monitoring stations are presented in

Table 3.2.1 and locations are shown in Fig. 3.2.1. Equivalent noise level is a scale for the

measurement of long-term noise exposure and has been accepted by International Standard

Organization for the measurement of both community noise exposure (ISO 1971) and

hearing damage risk (ISO 1975) criteria. The noise levels in surrounding villages were

monitored using precision noise level meter. The statistical analysis for measured noise levels

at 9 locations in the study area and 5 locations in Plant site is carried out. The parameters are

analyzed for Leqday and Leqnight analysis results are presented in Table 3.2.2. The ambient

noise level during study period is presented in Annexure-XX.

The daytime (Lday) noise levels at all the locations are observed in the range of 51.3 to 56.7 dB

(A). The maximum noise level of 56.7 dB (A) was observed at plant site and the minimum

noise level of 51.3 dB (A) was observed at Suraram during the study period. It is observed that

the day time noise levels are in accordance to the prescribed limit of 75 dB (A) considering

plant site as industrial area, where as all other locations were found within ambient noise



standards when compared with residential area noise levels. The night time (Lnight) noise levels

at all the locations were observed in the range of 41.5 to 53.4 dB (A). The maximum noise level

of 53.4 dB (A) was observed at plant site and the minimum noise level of 41.5 dB (A) was

observed at Regenthal during the study period. It has been found that the night time noise

levels were well within the prescribed standards at all the locations. The equivalent noise

levels in residential area during study period were found within the ambient noise standards

prescribed by CPCB (Annexure-XXI) during day as well as night time.

Table 3.2.1: Noise Monitoring Locations

Sl. No. Description

Distance from (km)

Direction from Project

Site Description of the location

Source

1 Plant Site -- -- Core Area

2 Sadasivpet 2.8 NNE Major Town/Habitation

3 Regenthal 2.5 ESE Upwind (without much

activity) i.e., less activity 4 Thangadpalle 4.1 W Crosswind 5 Maddikunta 1.1 NW Downwind

6 Milgirpet 5.5 WNW

Background of Industry downwind direction

(with very less activity 7 Suraram 3.8 NW Downwind 8 Konapur 6.7 NW Crosswind

9 Ankanpalle 5.7 NNW Crosswind to Industry & MRF Industry (existing

industries)



Fig. 3.2.1: Noise Monitoring Locations

1. Plant Site 2. Sadasivpet 3. Regenthal 4. Thangadpalle 5. Maddikunta 6. Milgirpet 7. Suraram 8. Konapur 9. Ankanpalle

1 1

1 2

1 3

1 4

1 7

1 5

1 6

1 8 1 9



Table 3.2.2: Equivalent Day- Night Noise Levels in the Study Area

Sl. No.

Location Equivalent Noise Levels

dB(A) Day Night

1 Plant Site 56.7 53.4 2 Sadasivpet 56.3 49.4 3 Regenthal 51.4 41.5 4 Thangadpalle 51.6 42.4 5 Maddikunta 52.4 43.1 6 Milgirpet 52.6 43.8

7 Suraram 51.3 41.6

8 Konapur 52.6 43.5 9 Ankanpalle 52.9 43.9

Noise Levels in Plant site

Sl. No. Location Noise Levels dB(A)

Day Night 1 DG Set area (on condition)

at 1 m distance 73.1 71.1

2 Production area 60.8 60.1 3 Boiler area 65.6 64.3 4 ETP area 62.1 59.1 5 Security gate 59.4 55.2



3.3 Water Environment

In general any developmental/expansion project related to APIs & its intermediates

manufacturing unit is expected to cause impacts on water environment i.e.

• Stress on water resources.

• Pollution impacts through discharge of effluents.

• Resources quality & supportive capacity and

• Water availability to the proposed project throughout the year.

These impacts may be related to ground / surface water resources in the project area

depending on the specific situation. To address these issues it is necessary to take stock of

water resources in project area available with respect to their existing quality as well as their

supportive capacity to represent the baseline status of water environment.

The existing water resources, both surface water and groundwater are identified,

representative sampling locations within the study area (10 Km radial distance) around

project site to assess the existing (pre-expansion project) status of water quality within the

impact zone. The surface sources are not being used for drinking purpose. Water can be

used for other purposes including Cattle feeding and washings. All the surveyed villages are

having treated water facility for drinking purpose through Gram Panchayat bore wells. There

are other bore wells fitted with motor and pumped to overhead tanks for distribution in

villages and used for purpose other than drinking.

Physico-chemical parameters having relevance to public health and aesthetic significance

are selected to assess the water quality status. The standard methods prescribed for surface

/ ground water sampling and analytical for individual parameters are followed in this study.

3.3.1 Baseline Status- Surface Water Quality

The prevailing (pre-expansion project) status of water quality has been assessed

through identification of water resources and appropriate sampling locations for both surface

and ground water in the study area. There are local tanks/ponds for surface water quality

assessment. Total 8 sampling locations for surface water quality assessment have been

identified in the study area as depicted in Fig. 3.3.1 and listed in Table 3.3.1. The water

samples collected during winter season have been analysed for physico-chemical & nutrient

parameters and the analysis results are presented in Table 3.3.2. During study period, the

physico-chemical characteristics of surface water samples from different locations indicate

pH: 7.9-8.4, turbidity: 5.9-11.2 NTU, total dissolved solids (TDS): 186-745 mg/l, total

hardness: 107-299 mg/l, Chlorides: 14-179 mg/l, Sulphates: 36-160 mg/l and Sodium: 14-98

mg/l. Nutrients in terms of Nitrates are observed in the range 9-57 mg/l. The levels of



demand parameter such as DO are observed in the range of 5.2-6.6 mg/l. The tanks/cheruvu

water is not used for drinking purpose but used for cattle feeding and washing of clothes etc.

The Vagu (river) and reservoir water can be used as drinking water source after conventional

treatment and disinfection. This is as per CPCB designated best use classification-C. The

classification is presented in Annexure-XXII.

3.3.2 Baseline Status- Ground Water Quality

Survey in the selected sample villages around the project site (within 10 Km radius)

revealed that all the sample villages use bore water supplied by Gram Panchayat through

overhead tanks, public stand posts and house connections for domestic purposes. Ground

water sampling locations are identified based on drainage pattern, water utilization and

location of bore wells/dug wells. Accordingly, 8 samples were collected on 03-02-2017 and

04-02-2017 and assessed the baseline status of groundwater quality in the study area as

shown in Fig. 3.3.1 and listed in Table 3.3.1. The observed data related to physico-chemical

characteristics of Ground water samples collected from various locations in study area are

presented in Table 3.3.3. The physical parameters such as pH and TDS were found in the

range 7.3-8.4 and 491-1490 mg/l exceeding the acceptable limit of TDS (500 mg/l) at all

locations except at near project site (W). Inorganic parameters such as Total Alkalinity is in

the range of 297-477mg/l exceeding the acceptable limit of 200 mg/l but within the

permissible limit of 600 mg/l in the absence of alternate source at all the locations.

Total Hardness is in the range of 253-961 mg/l exceeding the acceptable limit of 200 mg/l at

all locations and at Thangadpalle village exceed permissible limit of 600mg/l. Chlorides is in

the range of 14-321 mg/l meeting the acceptable limit of 250 mg/l at most of the locations

except at Thangdpalle and Maddikunta village locations. Sulphates are in the range of 98-

346 mg/l meeting the acceptable limit of 200 mg/l except at Thangadpalle Village, but within

permissible limit of 400 mg/l. The results of Nitrate are in the range of 26-87 mg/l meeting

acceptable limit of 45 mg/l except slightly exceeding at Mominpet, and Maddikunta locations

and moderately exceeding at Thangadpalle location. The analysis results show that TDS,

hardness, chlorides are marginally higher than acceptable limits as per IS 10500-2012. The

standards are presented at Annexure-XXIII. Heavy metals analysis results show that the all

metals at all locations are within the standards prescribed by BIS10500-2012.



Fig.3.3.1: Surface & Ground water Sampling Locations (10km radius)

Surface Water 1. Enkepalle Cheruvu 2. Sadasivpet Cheruvu 3.Nandivagu near Kambalpalle 4. Peddavagu near Gudipalli

5. Nandivagu Reservoir Near Mominpet

6. Gangakatva Vagu near Kolkunde

7. Milgirpet Cheruvu

8. Gangakatva Vagu near Highway Ground Water 1.Plant Site 2. Expansion Site 3. Near Project Site(W) 4. Siddapur Village 5. Kambalpalle Village 6. Mominpet Village

7. Thangadpalle Village 8. Maddikunta Village

SW2

SW1

SW3

SW4

SW5

SW6

SW7

SW8

GW1

GW2

GW3

GW4

GW5

GW8

GW7

GW6



Table 3.3.1: Water Quality Sampling Locations

Sl. No. Sampling Location Distance

from project site (km)

Direction from Project Site

Surface Water

1. Enkepalle Cheruvu 5.67 NNE

2 Sadasivpet Cheruvu 1.27 NNE

3. Nandivagu near Kambalpalli 2.7 SE

4. Peddavagu near Gudipalli 3.85 S

5. Nandivagu Reservoir Near Mominpet 6.1 SSW

6. Gangakatva Vagu near Kolkunde 7.92 WSW

7. Miligiripet Cheruvu 3.95 WNW

8. Gangakatva Vagu near Highway 4.65 NW

Ground Water

1. Plant Site 0 0

2. Expansion site 0 0

3. Near Project Site (W) 0.57 WNW

4. Siddapur Village 3.5 ENE

5. Kambalpalle Village 1.6 SSE

6. Mominpet Village 7.8 SSW

7. Thangadpalle Village 4.1 W

8. Maddikunta Village 1.0 NW

AVR Organics Pvt. Ltd.– EIA Report Chapter 3: Description of Environment

________________________________________________________________________________________________________________________________________ 3.21 KKB Envirocare Consultants Pvt. Ltd., Hyderabad

Table 3.3.2: Surface Water Quality Parameters

Sl. No. Parameter

Sampling locations

Sadasivpet Cheruvu

Enkepalle Cheruvu

Nandivagu near

Kambalpalli

Peddavagu near

Gudipalli

Nandivagu Reservoir

Near Mominpet

Gangakatva Vagu near Kolkunde

Milgiripet Cheruvu

Gangakatva Vagu near Highway

1. pH 8.0 7.9 8.2 8.2 8.1 8.3 8.4 8.0 2. Turbidity, NTU 9.3 8.6 5.9 6.8 7.7 9.0 7.6 11.2 3. Total dissolved solids (mg/l) @1050C 186 230 462 363 310 410 298 745 4. Total Hardness as CaCO3 (mg/l) 107 154 299 284 215 261 184 422 5. Calcium Hardness as CaCO3 (mg/l) 69 92 207 177 130 168 123 261 6. Total Alkalinity as CaCO3 (mg/l) 106 148 276 297 212 318 212 212 7. Chlorides as Cl, mg/l 14 43 57 50 36 50 36 179 8. Fluoride as F, mg/l 0.61 0.58 0.78 0.53 0.71 0.74 0.62 0.91 9. Sulphates as SO4, mg/l 36 49 89 76 59 72 46 160 10. Calcium as Ca, mg/l 28 37 83 71 52 68 49 105 11. Magnesium as Mg, mg/l 9.3 14.9 22.4 26.1 20.5 22.4 14.9 39.2 12. Sodium as Na, mg/l 20 14 32 31 22 43 30 98 13. Potassium as K, mg/l 10 1.2 2.3 2 2.2 3.1 2.1 7 14. Nitrates as NO3, mg/l 9 10 17 16 12 15 12 57 15. Total phosphates, mg/l 0.39 0.12 0.36 0.26 0.96 0.88 0.11 1.2 16. Dissolved Oxygen, mg/l 5.9 5.2 5.5 5.7 6.3 6.6 5.8 6.6 17. Chemical Oxygen Demand, mg/l 30 33 44 36 42 38 40 34 18. Biochemical Oxygen Demand, (mg/l) 10 10 14 12 14 11 13 10 19. Iron as Fe, mg/l 0.61 0.31 0.49 0.16 0.63 0.52 0.36 0.82 20. Cobalt as Co, mg/l < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 21. Zinc as Zn, mg/l < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 22. Chromium as Cr, mg/l < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 23. Copper as Cu, mg/l < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 24. Manganese as Mn, mg/l < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 25. Cadmium as Cd, (mg/l) < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 26. Boron as B, (mg/l) < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 27. Lead as Pb, (mg/l) < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 28. Total Coliforms, cfu/ 100ml 3000 4000 2000 4000 5000 3000 6000 7000


________________________________________________________________________________________________________________________________________ 3.22 KKB Envirocare Consultants Pvt. Ltd., Hyderabad

Table 3.3.3: Ground Water Quality Parameters Sl. No. Parameter Sampling locations Standard BIS-10500-2012

1 2 3 4 5 6 7 8 Acceptable Permissible 1 pH 7.6 7.9 7.7 7.9 7.9 7.8 7.3 8.4 6.5 -8.5 No Relaxation 2 Turbidity, NTU 0.73 0.61 0.72 0.56 0.69 0.65 0.73 0.69 1 5 3 Total dissolved solids (mg/l) 631 544 491 563 655 751 1490 1033 500 2000 4 Total Hardness as CaCO3 (mg/l) 422 315 253 400 392 430 961 307 200 600 5 Calcium Hardness as CaCO3 (mg/l) 245 215 177 261 246 269 595 184 -- -- 6 Total Alkalinity as CaCO3 (mg/l) 360 382 339 318 297 318 477 403 200 600 7 Chlorides as Cl, mg/l 93 14 21 86 115 122 304 321 250 1000 8 Fluoride as F, mg/l 0.96 0.68 0.71 0.84 0.87 0.85 1.0 1.0 1.0 1.5 9 Sulphates as SO4, mg/l 106 112 98 119 129 167 346 140 200 400 10 Calcium as Ca, mg/l 98 86 71 105 98 108 239 74 75 200 11 Magnesium as Mg, mg/l 43 24 19 34 35 39 89 30 30 100 12 Sodium as Na, mg/l 34 43 46 36 40 76 120 260 -- -- 13 Potassium as K, mg/l 3.6 3.3 3.2 3.9 3.4 6.2 9 16 -- -- 14 Nitrates as NO3, mg/l 36 39 26 33 41 47 87 47 45 No Relaxation 15 Total phosphates, mg/l 0.26 0.21 0.28 0.27 0.56 0.8 1.88 0.73 -- -- 16 Dissolved Oxygen, mg/l 5.5 6 5.9 5.3 5.8 5.6 5.3 5.4 -- -- 17 Chemical Oxygen Demand, mg/l 16 20 24 16 12 18 34 26 -- -- 18 Iron as Fe, mg/l 0.13 0.16 0.14 0.13 0.18 0.11 0.25 0.2 0.3 No Relaxation 19 Cobalt as Co, mg/l < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 --- 20 Zinc as Zn, mg/l < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 < 0.5 5.0 15 21 Chromium as Cr, mg/l < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 0.05 No Relaxation 22 Copper as Cu, mg/l < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 0.05 1.5 23 Manganese as Mn, mg/l < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 0.1 0.3 24 Cadmium as Cd, (mg/l) < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 < 0.003 0.003 No Relaxation 25 Boron as B, (mg/l) < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 < 0.2 0.5 1.0 26 Lead as Pb, (mg/l) < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 0.01 No Relaxation 27 Total Coliforms, cfu/ 100ml Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent

1.Plant Site 2.Expansion site 3.Near Project Site (W) 4.Siddapur Village 5.Kambalpalle Village 6.Mominpet Village 7.Thangadpalle Village 8.Maddikunta Village



3.4 Land Environment

The baseline (Pre-expansion) status of land environment has been assessed

through reconnaissance in project area, characterization of soil through field studies as well

as study of land cover pattern through Satellite Imagery.

3.4.1 Reconnaissance

The location for the proposed expansion of API Intermediates manufacturing to APIs

& its intermediates manufacturing with R&D facility unit is situated in Yawapur and

Maddikunta villages of Sadasivapet Mandal, Sanga Reddy district, Telangana State. The

study area around the expansion project site having village road connecting Sadasivapet to

Mominpet; National Highway-65– Mumbai Highway (Previously NH-9), Water bodies, barren

land, cultivable land, natural vegetation and habitations.

The soils in Sangareddy District are mainly Laterite soils in south western part, Black cotton

soil in western part whereas northern and southern part is covered by red sandy and red

loamy soils. Black cotton soil is restricted to the areas where basaltic rock is occupied. Red

sandy and red loamy soils are characteristic feature of Archean granites and gneisses. Soil

distribution in Sangareddy District is shown in in Fig. 3.4.1. The area of 10 km radius buffer

from the proposed expansion of manufacturing unit covering an area of 314 Sq. Km. The

project site is situated between the intersections of Latitude: 17° 35’ 20” N and Longitude:

77° 55’ 50” E.

Fig. 3.4.1: Soil Types of Sangareddy District, Telangana State

Project Site AVR Organics Pvt Ltd



The climate of the district is extreme type. The project site and surrounding study

region falls in Zone II – Least active to Seismic Intensity. The Seismic Zoning & Hazard

Zoning Map is shown in Fig. 3.4.2.

Fig. 3.4.2: Seismic Zoning Map & Hazard Zoning Map of India



The present study area is occupied by the black cotton soil having thickness from few

centimetres to two meters over the granite formations. It appears that these soils are in situ.

Once this area may have been covered with Deccan basaltic rocks over the older rocks like

granites and gneisses. In due course of time Deccan basalt may have eroded, and soil

formed due to these rocks remained as it is at the same locations. These black cotton soils

are sticky in nature. Thickness of soil at the plant site is around 0.5 to 2.0m. These soils

have high water retention capacity. Any chemical leakages and spill overs, over the black

soil will remain for longer time due to slow leaching than the red soils.

Topography: In the study area topographic elevation ranges from 510m in the Northeast to

620 m above msl in Southwest with master slope from SW to NE direction. The present site

is located close to 550 m above msl contour. Southern part of the study area relatively more

undulating than the northern part.

Drainage: The Study area presents sub dendritic to dendritic drainage pattern. The area is

part of Manjira River basin. The major streams in the area are Gangakatva Vagu is located

about 5.66 km NW of the present site where as Nandi Vagu is about 2.77 km SE South.

Both the streams flow from SW to NE direction. It is observed that no surface water bodies

like tanks and ponds are not existing within the 1.5 km distance.

3.4.2 Geology and Rainfall

The present Study area including buffer zone is underlain by the Archaean

Crystalline rocks consisting of mainly pink and grey granites. Crystalline rocks have

undergone various degree of weathering ranging in depth from 5 to 20 m. Two sets of joints

trending NNE-SSW and NNW-SSE direction with right angle to each other dipping from 65 to

900 are very common in the area.

Rainfall: The yearly rainfall data from year 2004 to 2013 pertaining to Sadasivpet rain gauge

Station of Sangareddy District is considered for the present purpose. The normal annual

rainfall of the area is 837 mm. During the period under consideration, lowest rainfall of 558.6

mm was occurred in 2011 where as highest rainfall of 1254.6 mm was received in 2013. Out

of 10 years, 5 years received more than normal rainfall whereas 5 years received almost

normal rainfall.

3.4.3 Hydrogeology The core and buffer area had underlain the gneisses and granites predominantly by

pink granites. In these rocks, ground water occurs under phreatic conditions, but semi-

confined to confined conditions in the fractured zones. The depth of weathering varies

between 5.0 and 15 m bgl. The yield of extension bores down to a depth of 20 to 30 m in the



dug wells, ranges from 0.17 to 0.3 litres per second (lps). The depth of irrigation bore wells

ranges from 60 to 120 m bgl yielding 1.0 to 2.0 lps occasionally up to 3.0 lps. Transmissibility

of the aquifers varied from 2 to 40 m2/day. Depth of weathering in the site area is varying

from 15 to 20 m bgl. There are two bore wells in the plant area having the depth of 70 m bgl.

Water yielding zones were encountered between 30 and 50m bgl. These two bore wells are

capable of yielding 1.5 lps and sustain pumping for 4 to 6 hours in a day. Depth to water

levels during pre-monsoon period range from 6.0 to 9.0 m bgl whereas during post-monsoon

levels from 5.0 to 7.0 m bgl.

Ground water Resources: Net ground water availability of Sadasivpet Mandal is 2901 Ham

whereas gross ground water draft (extraction of ground water) for irrigation, industry and

domestic use is 1497 Ham and the provision for domestic and industrial use for the year

2025 is 437 Ham. Net Ground water available for future development is 979 Ham. As such stage of ground water development in the Sadasivpet Mandal is 53 percent indicating that the Mandal falls under Safe Category.

Total water requirement will be about 863 KLD of which fresh water requirement will be 556

KLD and balance 307 KLD will be recycled water from ETP-ZLD. Fresh water will be met

from Groundwater supply. Industry has submitted an application to State Ground Water

Department for drawl of Ground water of 863 KLD and the Ack. Copy is enclosed as

Annexure-XV.

3.4.4 Soil Characteristics – Baseline Status

For studying the soil characteristics of the study area, soil samples were collected

from different locations to assess the existing soil quality. Ten locations including plant site

were identified for soil quality assessment. Soil samples are collected from surrounding

agriculture fields that are likely to be impacted from the project. The locations and names of

villages and their approximate distance from the project site are given in Table 3.4.1 and in

Fig. 3.4.5. Representative soil samples were collected from these villages and project site

for the physico-chemical characteristics of soil. Standard methods have been followed for

the analysis of soil samples.



Table 3.4.1: Soil Monitoring Locations

Sl. No.

Sampling Location Distance from

Project Site (km)

Direction from Project Site

1 Plant Site - Existing -- -- 2 Proposed Expansion Area -- -- 3 Near Project Site (North) 0.25 N 4 Near Project Site (East) 0.03 E 5 Near Project Site (South) 0.08 S 6 Near Project Site (West) 0.42 W 7 Sadasivpet 1.17 NNE 8 Kambalapalle 1.6 SSE 9 Maddikunta 1.2 WNW

10 Near Gangakatvavagu

(Near Highway) 4.6 NW



Fig. 3.4.5: Soil sampling locations in the study area

1. Plant Site - Existing 6. Near Project Site (West) 2. West Side of the Project (Proposed Expansion Area) 7. Near Sadasivpet Cheruvu

3. Near Project Site (North) 8. Kambalapalle Village

4. Near Project Site (East) 9. Maddikunta Village

5. Near Project Site (South) 10. Near Gangakatvavagu (Near Highway)

1

2 3

6

10

7

8

9

4

5



3.4.5 Physico-Chemical Characteristics

The collected soil samples were analyzed for various physico-chemical parameters

viz., pH, electrical conductance, calcium, magnesium, nitrogen, phosphorus, potassium,

Texture etc. is furnished in Table 3.4.2. The predominant texture of soil in study area is clay

loam, loam, and silty clay loam. The analysis of the samples indicates that sand, silt and

clay varies from 18.94 to 39.25 %, 37.36 to 42.56 % and 23.49 to 39.76 % respectively.

Water holding capacity of the soils is in range from 33 to 42 %.

The NPK represents the nutrients available in the soil, which directly indicate the soil fertility.

The pH value of the soil is an important property; plants cannot grow in low and high pH.

Most of the essential nutrients like N, P, K, Ca, and Mg are available for plant at the neutral

pH except for Fe, Mn, and Al, which are available at low pH range. Most plants prefer a pH

near neutrality or slightly towards acidic i.e. between pH 6 and 7. Many plants thrive on fairly

acid or alkaline soils because they are capable of modifying the pH of the soil water due to

excretion of ions like bicarbonates and calcium through their roots and also due to the

decomposition of plant products like leaves, roots, flowers etc.

Some organisms have a rather small tolerance to variation of pH, but other organisms can

tolerate wide pH range. The availability / solubility of some plant nutrients decreases with an

increase in pH. Potassium availability is good in neutral and alkaline soil. The pH values in

the study area are varying from 7.4 - 8.3 showing moderately alkaline during study period at

all sampling locations. Organic matter (carbon) present in soil samples collected show as

0.42 – 1.6 %; medium to more than sufficient in the study area. Nitrogen as N presence

varies from 173-347 kg/ha; better to sufficient, whereas phosphorus as P present varied

from 13-24 kg/ha; is very less. Potassium as K present varied from 146 -314 kg/ha; is less to

better. The soil classification is presented in Annexure-XXIV.



Table 3.4.2: Physico-Chemical Characteristics of Soil Extract and Soil Texture

Sl. No. Parameters Plant Site

(Existing) Proposed Expansion

Area

Near Plant Site

(N)

Near Plant Site

(E)

Near Plant Site

(S) 1. Color Black Black Black Black Black

2. pH (1:2) 8.2 7.7 7.9 7.4 8.0

3. EC (micro mhos/ cm) 1010 255 1330 197 258

4. Texture Clay Loam Loam Silty clay loam Clay Loam Loam

5. Sand in % 33.59 39.25 18.96 27.79 38.26

6. Silt in % 37.82 37.26 41.28 36.59 37.8

7. Clay in % 28.59 23.49 39.76 35.62 23.94

8. Bulk Density, g/cc 1.58 1.59 1.59 1.61 1.54

9. Porosity,% 34.7 42.07 42.6 42.9 42.8

10. Water Holding Capacity, % 36 35 39 33 37

11. Sodium absorption ratio (SAR) 4.57 4.73 4.58 4.69 4.91

12. Organic Matter in % 1.3 0.5 1.42 0.42 0.6

13. Nitrogen as N, kg/ha 283 183 328 173 186

14. Phosphorus as P, kg/ha 21 15 22 13 16

15. Potassium as K, kg/ha 291 168 314 146 157

16. Sodium as Na in % 0.041 0.027 0.039 0.025 0.028

17. Calcium as Ca in % 0.028 0.015 0.031 0.012 0.018

18. Magnesium as Mg in % 0.011 0.006 0.015 0.006 0.007

19. Iron as Fe in % 0.039 0.025 0.041 0.024 0.026

20. Manganese as Mn, mg/kg 3.2 2.1 3.8 1.9 2.3

21. Boron as B, mg/kg 0.36 0.22 0.62 0.19 0.24

22. Lead as Pb, mg/kg < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

23. Zinc as Zn , mg/kg 5.9 2.6 6.6 2.3 2.7

24. Cadmium as Cd, mg/kg < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25. Chromium as Cr, mg/kg 2.80 2.3 3 1.8 2.1

26. Cobalt as Co, mg/kg < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

27. Copper as Cu, mg/kg 2.3 2.9 3.1 2 3.1



Table 3.4.2: Physico-Chemical Characteristics of Soil Extract and Soil Texture (Contd…)

Sl. No.

Parameters Near

Plant Site (W)

Sadasivpet Kambalapalle Maddikunta Near

Gangakatva vagu

1. Color Black Brown Black Red Red

2. pH (1:2) 8.3 8.2 7.6 7.7 8.0

3. EC (micro mhos/ cm) 626 491 1380 260 316

4. Texture Silty clay loam Clay Loam Silty clay loam Clay Loam Clay Loam

5. Sand in % 18.94 21.96 19.02 20.89 33.92

6. Silt in % 42.56 40.24 42.85 41.26 38.85

7. Clay in % 38.5 37.8 38.13 37.85 37.23

8. Bulk Density, g/cc 1.55 1.7 1.63 1.58 1.6

9. Porosity,% 43.22 42 41.99 42.9 43.2

10. Water Holding Capacity, % 41 42 40 40 38

11. Sodium absorption ratio (SAR) 4.76 4.47 4.42 4.31 4.62

12. Organic Matter in % 0.8 0.71 1.6 0.5 0.6

13. Nitrogen as N, kg/ha 228 219 347 186 202

14. Phosphorus as P, kg/ha 20 17 24 15 16

15. Potassium as K, kg/ha 235 202 291 168 190

16. Sodium as Na in % 0.036 0.03 0.04 0.026 0.028

17. Calcium as Ca in % 0.025 0.022 0.034 0.015 0.018

18. Magnesium as Mg in % 0.011 0.007 0.017 0.008 0.006

19. Iron as Fe in % 0.036 0.028 0.036 0.029 0.031

20. Manganese as Mn, mg/kg 3.4 2.4 3.6 3.1 2.3

21. Boron as B, mg/kg 0.33 0.21 0.58 0.34 0.26

22. Lead as Pb, mg/kg < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

23. Zinc as Zn , mg/kg 6.8 3.1 5.9 5.2 2.9

24. Cadmium as Cd, mg/kg < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

25. Chromium as Cr, mg/kg 3.6 2.8 3.3 2.2 1.9

26. Cobalt as Co, mg/kg < 0.5 < 0.5 < 0.5 < 0.5 < 0.5

27. Copper as Cu, mg/kg 3.9 1.9 4 2.8 2



3.4.6 Land use Pattern-Remote Sensing data

The basic purpose of land use pattern and classification is to identify the manner in

which different parts of land area is utilized or not utilized. Remote sensing data provides

reliable accurate baseline information for land use mapping as it is a rapid method of

acquiring up-to-date information of over a large geological area.

Studies on land use aspects of eco-system play an imperative role in identifying susceptible

issues and to take appropriate action to uphold ecological equilibrium in the region. The

main objective of this section is to provide a baseline status of the study area covering

10 km radius around the proposed project site so that temporal changes due to the industrial

activities on the surroundings can be assessed in future.

The objectives of Land use Pattern are to:

Determine the present Land use pattern

Analyze the impacts on Land use due to the proposed project.

Study area considered as 10 km radius from the epic center of the proposed project

and it is buffer area. The project site is considered as core area of 42.08 Ha

boundaries is considered for land use study.

Satellite Data: The Satellite IRS P-6 LISSIV images are obtained from National Remote

Sensing Centre (NRSC), Hyderabad. The latitude and longitudes as observed in the site by

GPS are Latitude: 17° 35’ 20” N, Longitude: 77° 55’ 50” E. The satellite image of the site is

presented in Fig. 3.4.6.

Topographical Data: Topographical maps of Survey of India (SOI) were obtained for land

use study as well to develop contour and drainages pattern of area from E43R14 (58G14),

E44M2(56K2) were obtained for land use study to develop contour and drainages pattern

maps of the study area for the proposed project.



Fig.

3.4

.6:

Map

Sho

win

g Sa

telli

te Im

age

with

Site

Loc

atio

n



Methodology: The overall methodology (Fig.3.4.7) adopted and followed to achieve the

objectives of the present study involves the following:

• Collection of source data of Survey of India (SOI) toposheets. These are the main

inputs for the preparation of essential layers

• Satellite data of IRS P-6 LISSIV sensor is geometrically corrected and enhanced

using principal component method and nearest neighborhood resampling technique

• Preparation of basic themes like layout map, transport & settlement map and contour

map from the source data. Then updating of layout map, transport map and drainage

map from the satellite image by visual interpretation

• Essential maps (related to natural resources) like Land use / Land cover map are

prepared by visual interpretation of the satellite imagery. Visual interpretation is

carried out based on the image characteristics like tone, size, shape, pattern, texture,

location, association, background etc. in conjunction with existing maps/ literature

• Preliminary quality check and necessary corrections are carried out for all the maps

prepared

• All the maps prepared are converted into soft copy by digitization of contours and

drainages. In that process editing, labeling, mosaicing, quality checking, data

integration etc. are done, finally Land use areas are measured in Sq.km.

Fig. 3.4.7: Flow Chart of Methodology



3.4.7 Land use Map Analysis

Land use Map Analysis carried out based on the image color, texture, Tone etc.

Following steps are used to analyze the Land use pattern of project site:

• Collection of scanned toposheets and Geo-reference the scanned image using the

available coordinates.

• Collection of IRS LISS IV images and made fused and blended the images for color

combinations using Image interpreter-Utilities and Layer stack option available in

ERDAS.

• Identification Area of interest (AOI) and made a buffer of 10 km radius.

• Enhance the Fused and blended LISS IV image using the Spatial, Radiometric and

Temporal options in ERDAS.

• Rectified the LISS IV image using Geo-referencing technique, Toposheet to get

UTM coordinate system.

• Subset the LISS images and Toposheet using 10 km buffer AOI.

• Automatic classifications done for LISS IV images using maximum iterations and

number of options in unsupervised classification options.

• Created the signature file by selecting the more samples of different features with

AOI on Unsupervised classification image.

• Visual interpretation and supervised classification mixed with recoding practice.

• Verified through the QC / QA and finalized the data.

3.4.7.1 Spatial Data from SOI Topographical Sheets

Creating a GIS spatial database is a complex operation, and is the main of the

entire work; it involves data capture, verification and structuring processes. Raw

geographical data are available in many different analogue and digital form such as

toposheets, aerial photographs, satellite imageries and tables. Out of all these sources, the

source of toposheets is of much concern to natural resource scientist and an

environmentalist.

In the present study, the essential maps generated from SOI topographical maps. Using

the topographical maps, the drainage map and contour Map were also developed. The

maps are prepared to a certain scale and with attributes complying with the requirement of

terms of reference (ToR). The location of entities on the earth’s surface is then specified by

means of an agreed co-ordinate system. For most GIS, the common frame of co-ordinate

system used for the study is UTM co-ordinates system. All the maps are first Geo-

referenced. The same procedure is also applied on remote sensing data before it is used

to prepare the Essential maps.



Map showing site location, Lakes, drains are connected to

• Nandivagu Reservoir - 6.1 Km (S)

• Peddavagu Near Gudipalli – 3.85 Km (SSW)

• Nandivagu near Kambalpalli – 2.7 Km (SE)

• Sadasivpet Cheruvu – 1.27 Km (NNE)

• Gangakatva Vagu near Kulkonde – 7.92 Km (WSW).

• Enkepalle cheruvu - 5.67 Km (NNE)

• Milgirpet Cheruvu - 3.95 Km (WNW)

• Gangakatva Vagu near Highway – 5.66 Km (NW)

These are found within 10 Km radius of the study area (Fig.3.4.8). Small linear water bodies

are found around the site. There are no major rivers / ponds located within 1.5 km radius

from the site location. Hence, there is no chance to flooding in and around the proposed

project site. There are medium scale industries found within 10km radius from the site

location. There is a clear road network connecting built-up areas and industries. Hence, no

new roads are to be planned at this moment. As the terrain conditions are flat, minimal

undulations and good drainage network around the site location, there is no chance of

flooding. Hence risk factors are less. No National parks and wild life sanctuaries located in

the study area. There is no Reserved Forest in the study area. Major industries are marked

in 10 Km radius map is shown in Fig.3.4.9.

3.4.7.2 Contour Map and Elevations of Study Area

The contours in Toposheet have been digitized in the GIS environment and assigned

the respective elevation values in meters with reference to the mean sea level. Using the

SRTM (Shuttle Radar Topography Mission) data, the elevation values has been verified.

Thereafter final contour map has been prepared with combination of Toposheet and SRTM

with contour interval of 10 m. Project site contours vary from 563 m to 565m above MSL and

the study area contours vary from 510 m to 630 m above MSL. From the project site the high

elevations were observed towards West direction and the lowest contours were observed in

East direction. While the remaining areas showed variations with respect to contours.

Contour Map and Elevations of Study Area is presented in Fig.3.4.10.

3.4.7.3 Topography (Digital Elevation Model)

A digital elevation model (DEM) is a digital representation of ground surface

topography or terrain (Fig.3.4.11). It is also widely known as a digital terrain model (DTM).

A DEM can be represented as a raster (a grid of squares, also known as a height map

when representing elevation) or as a triangular irregular network. The proposed plant

location is shown in that Relief map. For the relief study of the area very higher quality



SRTM (Shuttle Radar Topography Mission) and DEM is downloaded. These DEMs of the

Terra represents elevation at a 30 m resolution.

Fig.

3.4

.8: M

ap S

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ater

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Fig.

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Fig.

3.4

.10:

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Fig.

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.11:

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Sho

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odel

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3.4.7.4 Land use land cover statistics of buffer zone

Map showing the Land Use Land Cover classification in the study area is presented

in Fig.3.4.12 it is clearly seen that the area is mostly covered with Fallow land around

55.55% and Agricultural Land around 18.05 % of the total area. Other class is wasteland

around 13.22%, Around the Agricultural edges the Settlement (Built-up area) is located and

occupies around 6.02% and Industries are around 3.16%, Roads 2.95% of the total study

area. It is an area of human habitation developed due to non-agricultural use and that has a

cover of buildings, transport and communication, utilities in association with water,

vegetation and vacant lands. The proposed project is on Fallow and Agricultural area and

does not have any significant impact on the surrounding villages and habitation. The water

bodies cover 1.05 % of the total area.

These area have a very prominent signature and can be seen as almost Dark blue and light

blue in the satellite image. The statistical break-up of the land use classes of buffer zone are

presented in Table 3.4.3 and depicted in Fig. 3.4.13.



Fig.

3.4

.12:

Map

Sho

win

g La

nd U

se L

and

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Table 3.4.3: Land Use Land Covers Statistics of Buffer Zone

Sl. No. Land Use Classes Area (Ha) Area (%)

1. Wastelands 4269.94 13.22 %

2. Water bodies 340.03 1.05 %

3. Urban Areas 1944.81 6.02 %

4. Fallow Land 17940.42 55.55 %

5. Agriculture land 5827.80 18.05 %

6. Roads 950.00 2.95 %

7. Industries 1022.00 3 .16 %

Total 32295.00 100%

Fig. 3.4.13: Graphical Presentation of Land Use Statistics

13% 1%

6%

56%

18%

3% 3%

Land use Statistics

Wastelands

Waterbodies

Urban Areas

Fallow Land

Agriculture land

Roads

Industries

Total



3.5 Biological Environment 3.5.1 Introduction

Biodiversity forms the basis of human survival on the earth. Living resources (plants,

animals & microbes) and their habitats form an integral component of the biodiversity.

Mutual interaction between them provide stream of tangible and intangible benefits to the

human society. Unscientific and unsustainable use of these resources will threaten the very

survival of humans. Impact Assessment provides opportunities to ensure that biodiversity

values are recognized and taken into account in decision-making. Biodiversity conservation,

therefore, is of prime importance. In this context, an attempt has been made to understand

the distribution pattern of flora and fauna in different habitat types following Environment

Impact Assessment(EIA) study was done in and around of M/s. AVR Organics Pvt Ltd.,

located at Sy. No: 11, 12, 13 of Yawapur Village & 233, 233 E2, 261, 261AAE, 262, 262

AAE, 267, 267 A2, 267E, 276, 276AA, 276 E, 276/A/1, 278, 279 AA, 280, 280A, 281, 281AA,

281 VU, 285, 285E, 287, 287A1, 288, 288A, 289, 290, 290/VU, 291 & 291/A of Maddikunta

villages of Sadasivapet Mandal, Sanga Reddy District, Telangana State. Survey was

undertaken in February - 2017 to assess the species diversity, distribution and present

status of flora and fauna.

3.5.2 Reconnaissance of the Study Area

Core area is having 42.08 Ha. of non-forest land. The existing site area is of 3.26 Ha,

which is established with infrastructural developments and implemented green belt activities

(Plate 3.5.1). The proposed land of 38.82 Ha. is mostly open land with scrub habitat formed

by the profuse growth of invasive Prosopis chilensis followed by agricultural land with cotton

as a single crop, apart from this Tectona grandis (Teak) & Leucaena leucocephala (Subabul)

plantation have been noticed in area of about 0.82 Ha (Plate 3.5.2). A total of 22 plant

species of trees exist in the current site area, apart from several seasonal scrub and

herbaceous flora. The vegetation present in the present study area is partly maintained by

green belt activity and rest of the vegetation is grown wild. Tree species such as Leucaena

leucocephala (Subabul), Alstonia scholaris (Silver oak), Acacia auriculiformis (Australia

thumma), Bauhinia purpurea & Syzygium cumini are the visible trees.

The buffer area is mostly of flat followed by undulating terrain with human settlements

intercepted with agriculture practices (Plate 3.5.3). Followed by agricultural lands & human

settlements few potential water bodies are located within the 10km radius of the study area

and no water bodies within 1.5 km (Plate 3.5.4.). Soil types predominantly ranges from

Black soil to Red soil and Loam soils. There are no notified forest blocks in the 10 km radius

of the study area. Vegetation that exists in the buffer area is purely of avenue/agro forestry



plantation, Mango orchards, riparian vegetation all along the streams and tank bunds &

scrub vegetation in the open/barren lands. The area is experiencing dry condition during pre

and post monsoon season. Overall, the buffer area is mostly open followed by agricultural

lands, water bodies and human settlements.

Plate 3.5.1: Green belt in the existing core area

Plate 3.5.2: Vegetation in the proposed core area (Plantation will be undisturbed)



Plate 3.5.3: Habitat setup with undulating terrain with agriculture practice

in the buffer area

Plate 3.5.4: Water body near Sadasivpet in the buffer area



3.5.3 Sampling locations

All information collected on the vegetation from core and buffer area surrounding,

like the number of individuals and girth at breast height (for trees and lianas only) of all

species were analyzed to arrive at different phyto-sociological attributes namely density,

frequency, basal area, Importance value Index (IVI), Shannon-Weiner index and Simpson

index. Enumeration of the plant wealth of the area was done by surveying the area through

walking along the fields and gradients of hillocks. Phyto-sociological aspects of the study

were carried out by perambulating and sampling through quadrat sampling method. In core

area, sampling locations were taken all along the project site and small rocky area with

scattered scrubs. Whereas in buffer area different locations has been selected keeping in

the view of covering all the possible habitats, wild and native plant species of study area

mentioned in Table: 3.5.1.

Table 3.5.1: Sampling locations in Buffer area

Sl. No.

Sample location Direction from the Project Site

Distance from the Project Site (km)

1. Sadasivpet North >2.0 2. Siddapur North East >4.0 3. Garakurthi East >7.5 4. Mekavanampally South >2.5 5. Kambalpalli North East >2.0 6. Narsapur South West >6.5 7. Thangadpalle West >1.5 8. Milgirpet North West >5.0

3.5.4 Methodology

Phyto-sociological aspects of the study were carried out by perambulating and sampling through quadrat sampling method. Sample plots were selected in such a way to get maximum representation of different types of vegetation and plots were laid out in different parts of the areas. Accordingly, quadrats of 10 m x 10 m for the study of tree layer were laid out in the above mentioned areas. Within these sample plots, plots of 3 m x 3 m were laid out to study shrubs/ herbs/ tree saplings respectively. In this method, transect (a straight line) of 500 m is marked with rope and tape. The trees are sampled 5 m on either side of the central line of transect, while sampling, recorded the Girth at Breast Height (GBH) for trees with greater than 30 cm GBH along with species name, its phenology (flowering, fruiting, flushes etc.). For shrubs (>1cm and <30cm GBH), 3 m x 3 m square quadrat were laid at every 50 m interval and recorded all individuals with in the quadrant. For herbs (<1cm GBH), five, 1 m x 1 m plots within the plot were laid and recorded all species of herbs (tree and shrub seedling and saplings also). The plants were identified using floras by Gamble (1915-36), Saxena and Brahmam (1994-96), Nair and Henry (1983), Henry et al. (1987), Henry et al. (1989) and also by using updated check list from www.theplantlist.org.

http://www.theplantlist.org/



For mammals, intensive surveys were conducted by using transect method in all major

habitats and recorded the species through direct and indirect evidences. Species were

identified using “A pictorial guide to the Mammals of the India” by Prater (1997), Pradhan

(2004). Reptiles like Snakes, lizards, Monitor lizards, Chameleons, Tortoise and turtles,

Garden lizards will be identified by direct or indirect evidences along with photographs and

available identification keys include Fauna of British India (Smith 1961), Tikader and

Sharma (1992), Sharma (1998) and Sharma (1998), Whitaker and Captain (2004).

Amphibians are surveyed both at aquatic and terrestrial systems during day & night

searching under the logs and stones, digging through litter and soil, searching short bushes

and tree hollows and under fallen barks and water- catching. All the species were identified

using keys and descriptions of Chanda (2002), Ravichandran (2004), and Daniel (2005).

Sampling of Invertebrates were done along the transect passing through various habitats,

species identification was made using standard field guides (Antram, 2002; Evans, 1932;

Kunte, 2000). For sampling butterflies, line transect of variable length was used widely.

Generally, 500 to 1000 m transect will be laid in all the habitats. Butterflies seen 5m on

either side of this transect are recorded. Birds were sampled in two ways i.e. 1) line transect

and 2) point counts.

Line transect: In this method, a straight line of 1km or less if the habitat is small was laid. In

this line, all birds seen or heard 25 m on either side of transect were recorded.

Point counts: In this method, at one point birds seen or heard 50 m radius has been

recorded for 5 minutes. After this, a gap of 10 minutes, repeated the observations and

recorded the species number. In the same way repeated the observation in another point

and recorded different species of birds. Photographs were taken for evidences. All the

species were identified using “A pictorial guide to the birds of the Indian Sub-Continent” by

Gaston, (1973), Steward and Kantrud, (1972) Parasharya et.al (2003), Birds of Indian sub-

continent by Grimmet et.al (1998) Ali (2002), Wood cock, (1986) and Snobe&Usui (1993).

Data Collection & Analysis

The primary data recorded on number of individuals of a species and girth was analyzed for

secondary attributes like density and frequency following standard phyto-sociological

methods of Mishra (1968). Relative values were calculated by following Philips (1959).

Important Value Index (IVI) was calculated by adding up the three relative values of relative

frequency, relative density and relative dominance (Curtis, 1959). In the case of shrubs,

herbs and saplings, IVI values were calculated using two relative values, i.e., relative

frequency and relative density.



Formulae used for various calculations are:

𝐷𝑒𝑛𝑠𝑖𝑡𝑦 (𝐷) = 𝑇𝑜𝑡𝑎𝑙 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑖𝑛𝑑𝑖𝑣𝑖𝑑𝑢𝑎𝑙𝑠 𝑜𝑓 𝑎 𝑠𝑝𝑒𝑐𝑖𝑒𝑠

𝑇𝑜𝑡𝑎𝑙 𝑎𝑟𝑒𝑎 𝑜𝑓 𝑞𝑢𝑎𝑑𝑟𝑎𝑡𝑠 𝑠𝑡𝑢𝑑𝑖𝑒𝑑

𝐹𝑟𝑒𝑞𝑢𝑒𝑛𝑐𝑦 (𝐹) = 𝑁𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑞𝑢𝑎𝑑𝑟𝑎𝑡𝑠 𝑜𝑓 𝑜𝑐𝑐𝑢𝑟𝑒𝑛𝑐𝑒

𝑇𝑜𝑡𝑎𝑙 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑞𝑢𝑎𝑑𝑟𝑎𝑡𝑠 𝑠𝑡𝑢𝑑𝑖𝑒𝑑 𝑥 100

𝑅𝑒𝑙𝑎𝑡𝑖𝑣𝑒 𝐷𝑒𝑛𝑠𝑖𝑡𝑦 (𝑅𝐷) = 𝑁𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝐼𝑛𝑑𝑖𝑣𝑢𝑑𝑢𝑎𝑙𝑠 𝑜𝑓 𝑎 𝑠𝑝𝑒𝑐𝑖𝑒𝑠

𝑇𝑜𝑡𝑎𝑙 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑖𝑛𝑑𝑖𝑣𝑖𝑑𝑢𝑎𝑙𝑠 𝑜𝑓 𝑎𝑙𝑙 𝑠𝑝𝑖𝑒𝑐𝑖𝑒𝑠 𝑥 100

𝑅𝑒𝑙𝑎𝑡𝑖𝑣𝑒 𝐹𝑟𝑒𝑞𝑢𝑒𝑛𝑐𝑦 (𝑅𝐹) =𝑁𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑜𝑐𝑐𝑢𝑟𝑒𝑛𝑐𝑒𝑠 𝑜𝑓 𝑎 𝑠𝑝𝑒𝑐𝑖𝑒𝑠

𝑇𝑜𝑡𝑎𝑙 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑜𝑐𝑐𝑢𝑟𝑒𝑛𝑐𝑒 𝑜𝑓 𝑎𝑙𝑙 𝑠𝑝𝑒𝑐𝑖𝑒𝑠 𝑥 100

𝑅𝑒𝑙𝑎𝑡𝑖𝑣𝑒 𝐵𝑎𝑠𝑎𝑙 𝐴𝑟𝑒𝑎 (𝑅𝐵𝐴) = 𝑇𝑜𝑡𝑎𝑙 𝑏𝑎𝑠𝑎𝑙 𝑎𝑟𝑒𝑎 𝑜𝑓 𝑎 𝑠𝑝𝑒𝑐𝑖𝑒𝑠𝑇𝑜𝑡𝑎𝑙 𝑏𝑎𝑠𝑎𝑙 𝑎𝑟𝑒𝑎 𝑜𝑓 𝑎𝑙𝑙 𝑠𝑜𝑒𝑐𝑖𝑒𝑠

𝑥 100

Importance Value Index (IVI) = RD + RF + RBA

The indices were calculated to know variations of flora & fauna in different areas. The

species diversity indices were calculated by using Shannon-Wiener Index (H`) & Simpson

Index (l) (Kerbs 1972 &Magurran 1988) using following formulae:-

Shannon- Wiener Index (H`) = £pi ln pi

Simpson index (l) = £pi2

Where, pi is the proportion of individuals of the ith species; pi = Ni / N

Ni is the number of individuals in the ith species and N is the total number of individuals of all

species in the stand.

3.5.5 Vegetation structure and composition

Flora: A Flora is the ‘Systematic enumeration of plants of a given region’. Thus a Flora is an

inventory of the plants of a defined geographical region.

3.5.5.1 Flora in Core Zone & Buffer Zone

Floristic composition, which is one of the major characteristic features of plant

communities, varies depending upon site and its environmental features. The plant

resources in core area consisted of 59 species belonging to 42 genera and 39 families. The

predominant life forms include Trees (22sp), followed by Herbs (19sp) & Shrubs (18sp).

Check list at Annexure-XXV.



The concept of Importance Value Index (IVI) has been developed in order to express the

dominance and ecological success of any species by a single value by laying 5 quadrats in

each group. Among trees species Acacia auriculiformis (29.55), Azadirachta indica (28.2)

showed highest IVI followed by Acacia nilotica (24.27), Leucaena leucocephala (21.47).

These four tree species were significant in occupying majority of space and resources being

represented by 2/5th of total IVI in sampled area. Top 10 tree species showing highest IVI

shown in Table 3.5.2. Among shrubs, highest IVI was recorded in Catunaregam

spinosa(26.03), Mimosa polyancistra (24.12) & Ziziphus oenopolia (18.37) respectively, top

10 shrub species showing highest IVI value are shown in Table 3.5.3. Among herbaceous

species, Blepharis maderaspatensis (14.66), Aerva lanata (14.35), Celosia argentea (14.1) &

Gomphrena serrata (12.04) showed highest IVI in the core area. The IVI value of a species

indicates its high regeneration capacity and greater ecological amplitude, top 10 herb

species showing highest IVI shown in Table 3.5.4.

Table 3.5.2: Top 10 Tree species showing highest IVI in Core Zone

Sl. No.

Name of the species

Relative Density

(RD)

Relative Frequency

(RF)

Relative abundance

(RA)

Importance Value Index

(IVI) 1. Acacia auriculiformis 12.54 15.13 1.88 29.55 2. Azadirachta indica 21.22 5.63 1.35 28.2 3. Acacia nilotica 11.58 5.71 6.98 24.27

4. Leucaena leucocephala 8.86 10.76 1.85 21.47

5. Alstonia scholaris 8.93 8.74 2.48 20.15 6. Bauhinia purpurea 7.3 8.73 2.29 18.32 7. Syzygium cumini 9.85 3.36 3.25 16.46 8. Polyalthia longifolia 7.51 4.54 4.01 16.06 9. Ziziphus mauritiana 4.57 2.14 8.17 14.88

10. Tectona grandis 3.12 3.19 2.37 8.68

Table 3.5.3: Top 5 Shrub species showing highest IVI in Core Zone

Sl. No. Name of the species

Relative Density

(RD)

Relative Frequency

(RF)

Relative abundance

(RA)


(IVI) 1. Catunaregam spinosa 15.23 8.95 1.85 26.03 2. Mimosa polyancistra 13.62 8.65 1.85 24.12 3. Ziziphus oenopolia 8.12 6.64 3.61 18.37 4. Jatropha glandulifera 7.85 8.14 2.24 18.23 5. Agave americana 6.78 7.64 2.36 16.78 6. Senna occidentalis 5.47 6.61 3.13 15.21




Relative Density

(RD)

Relative Frequency

(RF)

Relative abundance

(RA)


(IVI) 7. Vitex negundo 4.47 6.61 2.14 13.22 8. Dodonaea viscosa 5.28 4.55 3.07 12.9 9. Ixora coccinea 7.85 2.65 2.07 12.57 10. Hibiscus rosa-sinensis 2.65 2.47 1.85 6.97

Table 3.5.4: Top 10 Herb species showing highest IVI in Core Zone

Sl. No. Name of the species Relative Density

(RD)

Relative Frequency

(RF)

Relative abundance

(RA)


(IVI)

1. Blepharis maderaspatensis 5.72 8.06 0.88 14.66

2. Aerva lanata 7.85 5.66 0.84 14.35 3. Celosia argentea 8.35 4.5 1.25 14.1 4. Gomphrena serrata 5.35 5.68 1.01 12.04 5. Corchorus trilocularis 6.47 3.36 1.44 11.27 6. Triumfetta rhomboidea 4.32 4.59 1.02 9.93 7. Urena lobata 5.57 2.45 1.47 9.49 8. Celosia cristata 4.85 3.65 0.79 9.29 9. Ageratum conyzoides 2.85 3.65 1.14 7.64

10. Vernonia cinerea 3.35 2.38 1.37 7.1

The diversity values for different life forms like trees, shrubs and herbs showed that the site is

good diverse with regards to diversity of trees and shrubs. There are two important indices to

denote the diversity such as Shannon Wiener Index (H’) and Simpson Index (λ). Shannon

Wiener Index (H’) value as 1.62 for trees, 1.32 for shrubs and 1.86 for herbs and Simpson

Index (λ) values as 0.39 for trees, 0.33 for shrubs and 0.44 for herbs (Table 3.5.5).

Table 3.5.5: Species Diversity Index in the study area

Life forms

Core Area Buffer Area Shannon

Wiener Index (H’)

Simpson Index (λ)

Species Richness

Shannon Wiener Index

(H’)

Simpson Index (λ)

Species Richness

Trees 1.62 0.39 22 2.02 0.51 51 Shrubs 1.32 0.33 8 1.78 0.32 22 Herbs 1.86 0.44 19 2.12 0.58 65

Climbers 0 0 0 0 0 16 Hydrophytes 0 0 0 0 0 5

Total -- -- 49 -- -- 159

The plant resources of the buffer are 159 plants species belonging to 138 genera and 68

families. The predominant life forms includes Trees (51sp), Herbs (65sp), Shrubs (22sp),

Climbers (16 sp) and Hydrophytes (5sp). Detailed check list at Annexure-XXVI, which



Leguminosae (30sp) was the most specious family followed by Apocynaceae (10sp),

Acanthaceae (10sp) & Amaranthaceae (8sp) Table 3.5.6, which represent most of the

vegetation is of non-forest flora.

Table 3.5.6: Top 10 families of floral composition in buffer area

Sl.No. Name of the Family No. of Species

1. Leguminosae 30 2. Apocynaceae 10 3. Acanthaceae 10 4. Amaranthaceae 8 5. Compositae 8 6. Malvaceae 8 7. Euphorbiaceae 6 8. Rubiaceae 5 9. Convolvulaceae 4

10. Myrtaceae 3

The concept of Importance Value Index (IVI) has been developed in order to express the

dominance and ecological success of any species by a single value by laying 10 quadrates

in each group. Among tree species Dolichandrone atrovirens (16.12), Acacia nilotica showed

highest IVI (12.52) followed by Albizia amara (9.81), Butea monosperma (9.74) and

Azadirachta indica (9.1) (Table 3.5.7). These tree species were significant in occupying

majority of space and resources being representing avenue plantation and agricultural

habitat dominated the study area. Among shrubs, highest IVI was recorded in Calotropis

gigantea (16.25), Cadaba fruticosa (11.34), Jatropha glandulifera (10.25) & Caesalpinia

bonduc (9.71) respectively (Table 3.5.8). Among herbaceous species, Achyranthes aspera

(11.12) followed by Aerva lanata (10.52), Alternanthera sessilis (8.71), & Celosia argentea

(8.5) showed highest IVI in the buffer area (Table 3.5.9). IVI value of a species indicates its

high regeneration capacity and greater ecological amplitude. The diversity values for

different life forms like trees, shrubs and herbs showed that the area is more diverse. Here

are two important indices to denote the diversity such as Shannon Wiener Index (H’) and

Simpson Index (λ). The buffer area showed Shannon Wiener Index (H’) value as 2.02 for

trees, 1.78for shrubs and 2.12 for herbs and Simpson Index (λ) values as 0.51 for trees, 0.32

for shrubs and 0.58 for herbs Table 3.5.5.

Crop diversity during the growing season is fairly good by Paddy, Sorghum, Sugarcane,

Maize, Red gram, Green gram & others. Horticulture crops: Tomato, beans are cultivated

predominantly. Fruit trees of Mango, Guava, Sapota, Lime and Oranges are also grown

extensively. Among the plantations and agro forests, Teak, Eucalyptus and Subabul are

prominent.



The species diversity & species richness values of the buffer area reveal that the study is of

homogenous in nature with mono cultivation practices. Vegetation prevailing in the region is

of purely of non-forest flora which is common scenario in the district. Due to the semi-arid

climatic conditions most of the buffer area is of open leading to less diversity values.

Table 3.5.7: Top 10 Tree species showing highest IVI in Buffer Zone


Relative Density

(RD)

Relative Frequency

(RF)

Relative abundance

(RA)

Importance Value Index (IVI)

1. Dolichandrone atrovirens 8.85 3.65 3.62 16.12 2. Acacia nilotica 6.74 3.12 2.66 12.52 3. Albizia amara 1.67 5.93 2.21 9.81 4. Butea monosperma 4.65 3.25 1.84 9.74 5. Azadirachta indica 2.78 4.48 1.84 9.1 6. Ficus benghalensis 2.24 2.65 4.1 8.99 7. Samanea saman 4.48 2.65 1.67 8.8 8. Ailanthus excelsa 3.54 2.23 2.65 8.42 9. Phoenix sylvestris 2.3 1.84 3.43 7.57 10. Borassus flabellifer 2.28 1.56 2.1 5.94

Table 3.5.8: Top 10 Shrub species showing highest IVI in Buffer Zone


Relative Density

(RD)

Relative Frequency

(RF)

Relative abundance

(RA)


1. Calotropis gigantea 7.95 3.94 4.36 16.25 2. Cadaba fruticosa 4.85 3.54 2.95 11.34 3. Jatropha glandulifera 2.64 5.77 1.84 10.25 4. Caesalpinia bonduc 4.85 2.68 2.18 9.71 5. Ziziphus oenopolia 3.65 3.17 2.87 9.69 6. Dodonaea viscosa 2.97 5.14 1.25 9.36 7. Solanum pubescens 3.37 2.89 2.53 8.79 8. Hyptis suaveolens 2.28 1.27 3.89 7.44 9. Senna auriculata 2.09 1.13 4.02 7.24 10. Abutilon indicum 2.81 2.14 1.49 6.44



Table 3.5.9: Top 10 Herb species showing highest IVI in Buffer Zone


Relative Density

(RD)

Relative Frequency

(RF)

Relative abundance

(RA)


1. Achyranthes aspera 6.94 2.54 1.64 11.12 2. Aerva lanata 4.89 4.37 1.26 10.52 3. Alternanthera sessilis 4.14 3.52 1.05 8.71 4. Celosia argentea 3.82 3.41 1.27 8.5 5. Gomphrena serrata 2.54 2.65 2.59 7.78 6. Blumea mollis 1.24 4.11 2.25 7.6 7. Tridax procumbens 2.84 2.14 2.15 7.13 8. Cyperus rotundus 1.14 3.25 1.51 5.9 9. Leucas aspera 3.25 1.11 0.93 5.29 10. Senna tora 1.47 1.85 1.38 4.7

3.5.6 Terrestrial Fauna

The presence or absence of an animal or plant in a certain region depends on its

ecological and geographical setting. Wild animals can exist in a region only if prevailing set

of conditions are congenial for their survival and perpetuation. Diversity of the species and

their abundance is largely dependent on the availability of required habitats.

3.5.6.1 Terrestrial fauna of the Core area and the Buffer Zone

As the animals, especially vertebrates move from place to place in search of food,

shelter, mate or other biological needs, separate lists for core and buffer areas are not

feasible. However, a separate list of fauna pertaining to core and buffer zone are listed

separately. Though there are no reserved forests in the buffer zone, they are in the form of

small and isolated patches. As such there are no chances of occurrence of any rare or

endangered or endemic or threatened (REET) species within the core or buffer area. There

are no Sanctuaries, National Parks, Tiger Reserve or Biosphere Reserves or Elephant

Corridor or other protected areas within 10 km radius from core area. It is evident from the

available records, reports and circumstantial evidence that the entire study area including

the core and buffer areas were free from any endangered animals. It is apparent from the list

that none of the species either spotted or reported is included in Schedule I of the Wildlife

Protection Act. Similarly, none of them comes under the REET category. Some of the birds

listed were rare locally but they do not fall under any of the REET categories.

Core Zone: As the area is already established with industry, very common fauna has been

recorded. In the core zone, 1 species of mammals were recorded namely House rat

(Annexure-XXVII). Whereas in birds 7 species were recorded, species such as Plain prinia,



House sparrow, Tickell's blue flycatcher & Common Babbler are the common species, which

are encountered during the survey period (Annexure-XXVIII). In Herpeto fauna, 4species

were recorded namely Common garden lizard, Common House Gecko & Indian bull frog &

tree frog (Annexure-XXIX). Invertebrates, includes 5 species, common species are Danaid

egg fly, Tawny Coster & Mottled emigrant are the common species (Annexure-XXX.

Buffer Zone: In the buffer zone a total of 86 species of fauna were recorded of which

Mammals 10 sp, Birds 49 sp, Herpeto-fauna 10 sp, Invertebrates 23 sp & Fishes 4 sp (Table 3.5.10). Mammals includes Squirrel, Common Mongoose, Rhesus Monkey are the key stone

species of the area (Annexure-XXXI). Among the birds, 48 species belonging to 10 orders

and 34 families were recorded. Important species of the area are Asian Palm Swift, Cattle

Egret, Grey Heron, Black Kite, Small Green Bee-eater, Black Drongo & Pied kingfisher

(Annexure-XXXII). The herpetofauna represented with 10 species belonging to 2 orders& 4

families (Annexure-XXXIII), while 23 species of invertebrates belonging to 6 orders and 12

families (Annexure-XXXIV) were recorded in the area.

Table 3.5.10: Faunal composition in the study area

Taxa No. of species Mammals 10

Birds 48 Herpetofauna 10 Invertebrates 23

Fishes 4 Total 95

In detailed herpetofauna include reptiles and amphibians consisting of two major orders

namely squamata and anura. A total of 10 species of reptiles belonging to order squamata

like Russell’s viper, Cobra & Rat snake, order anura represents garden lizard and Common

House Geko are common in occurrence. 3 species of amphibians Tree Frog and South

Indian Toad are common in occurrence.

The invertebrates include 23 species of which 2 Danaid egg fly, Plain Tiger and Common

Mormon are common to the region.

The Species richness was high in birds ( 48sp) followed by invertebrates (23sp), herpeto

fauna (10sp) and mammals (10 sp).The diversity values recorded high for birds (1.76)

followed by invertebrates (1.45), Mammals (1.04) & herpeto fauna (0.86) while the evenness

values are also observed in the similar trend (Table 3.5.11). This clearly indicates that the

area is supporting less species composition with moderate levels of energy transfer,

predation, composition and niche availability. The checklist generated is based on the real

time survey conducted and review of literature from the past 5 years.



Table 3.5.11: Faunal diversity in the study area Taxa Shanan (H') Simpson Mean

Mammals 1.04 0.38 0.49

Birds 1.76 0.41 5.02

Herpetofauna 0.86 0.26 1.45

Invertebrates 1.45 0.38 2.45

Aquatic Fauna: Fishes are very important from the biodiversity of aquatic environment. Fish

collection was made with the help of hand operated nests with the help of local fisherman’s.

A total of 4 species were recorded belonging to different orders Species like Catla & Rohu

are the common species (Annexure-XXXV).



3.6 Socio-economic Environment 3.6.1 Introduction

M/s AVR Organics Pvt. Ltd., proposes to expand its API Intermediates manufacturing

unit to APIs & its intermediates manufacturing with R&D facility in 2 phases (Phase-1: 60%

production capacity& Phase-2: 40% production capacity) to produce 1728 TPA from the

existing 4040 TPA in the existing and extended land premises of 42.08 Ha (104 Acre) from

existing land of 3.26 Ha (8.05 acre). Industry has entered an agreement for sale / sale deed

for the additional land covering two villages in Sy. No: 11, 12, 13 of Yawapur village & 233,

233 E2, 261, 261AAE, 262, 262 AAE, 267, 267 A2, 267E, 276, 276AA, 276 E, 276/A/1, 278,

279 AA, 280, 280A, 281, 281AA, 281 VU, 285, 285E, 287, 287A1, 288, 288A, 289, 290,

290/VU, 291 & 291/A of Maddikunta villages of Sadasivpet Mandal, Sanga Reddy district

Telangana State. Hence, there will be no Rehabilitation and Resettlement (R&R) involved.

The nearest habitation / village are Maddikunta –1.6 Km (NW) to the proposed project site.

The socio-economic study includes various facets, viz. demographic structure, availability of

basic amenities such as housing, education, health and medical services, occupation, water

supply, sanitation, communication power supply and places of tourist attraction, monuments

of archaeological importance; and identifying, predicting and evaluating the likely impacts

due to the proposed project activity in study area.


The following information is collected to define the socio-economic profile of the

study area map prepared with the help of:

1. Demographic structure

2. Infrastructure Resources base in the study area

3. Economic attributes

4. Health status

5. Awareness and opinion of the people about the project

The secondary data is compiled from authentic secondary sources, Viz., District Primary

Census Abstracts - 2011, Sangareddy and Vikarabad Districts of Telangana State. The

primary data was collected through; field survey as well as field observations were made

during the site visit. Socio-economic survey was carried out from 03-02-2017 to 04-02-2017

for two days in 7 villages of the study area. The survey was carried out through

interviews/questionnaire/focused group discussions (FGD) and Grama Sabhas(Table 3.6.1). Identification of villages falling in (Buffer Zone), study area a map of 10 Km radius (0-2 Km,



2-5 Km and 5-10 Km) was prepared from the periphery of the proposed project site with

combined Tahsil/Mandal and Districts map of Andhra Pradesh Administrative Atlas 2011.

Table 3.6.1: Socio-economic Surveyed Villages

Sl. No. Surveyed Villages

Name of the Mandal & District

Distance from project site (Km)

1. Maddikunta

Sadasivpet Mandal and Sangareddy District

0-2 Km 2. Kambalpalle 3. Thangadpalle

2-5 Km 4. Regenthal 5. Siddapur (OG) 6. Sadasivpet (M) 7. Suraram 5-10 Km

Source: Andhra Pradesh Administrative Atlas 2011

3.6.2.1 Demographic Structure

The project site is situated Yawapur & Maddikunta villages of Sadasivpet Mandal,

Sangareddy district, Telangana State; the study area is falling under 3 mandals viz

Sadasivpet, Kondapur mandals of Sangareddy District and Mominpet Mandal is falling under

Vikarabad District of Telangana State. The demographic details in study area were collected

from District Primary Census Abstracts - 2011, Sangareddy and Vikarabad districts of

Telangana State. There are 32 villages, 1 Municipality (Sadasivpet) and 2 Outer Growth

villages (Siddapur (OG), Nandikandi (OG)) are falling in the study area. The summary of the

demographic details such as number of households, sex ratio, percentage of SC & ST

population and occupational pattern is presented in Table 3.6.2. The study area village wise

demographic details covering total population, population structure, Viz., Scheduled Caste

(SC) & Scheduled Tribe (ST) population and number of literates etc., is presented in

Annexure-XXXVI. The number of households, population and main & marginal workers

including non-working population in study area is presented in Annexure-XXXVII and XXXVIII respectively.

Table 3.6.2: Summary of Demographic Structure

Demographic Parameters No’s No. of Districts 2 No. of Mandals 3 No. of Villages 32 No. of Municipality 1 No. of Outer Growth (OG) Villages 2 Total no. of Households 24855 Total Population 112695 Sex ratio (No. of females/thousand males) 979.54



Demographic Parameters No’s Scheduled Castes (SC) 18.23% (20541) Scheduled Tribes (ST) 5.05% (5689) Literate (except 0-6 years population (13644)) 67.67% (67031) Total Working population (Among the total population) 44.56% (50216) Main Workers (among total working population) 79.90% (40124) Marginal Workers (among total working population) 20.10% (10092) Non-Workers 55.44%(62479)

Source: District Primary Census Abstracts-2011, Sangareddy and Vikarabad Districts, TS.

The salient features of the study area are as follows:

• Total 32 villages, 1 Municipality (Sadasivpet) 2 Outer Growth Villages (Siddapur (OG),

Nandikandi (OG)) are falling in the study area covering 3 mandals and 2 Districts

(Sadasivpet, Kondapur mandals of Sangareddy District and Mominpet Mandal of

Vikarabad districts) of Telangana State.

• Total population of villages in study area is 112695 in which the male population is

56930 (50.52%) and the female population is 55765 (49.48%). This shows that the male

population is higher than the female population.

• Among the total population 5.05% (5689) consists of Scheduled Tribes, 18.23% (20541)

of the Scheduled Caste population.

• Sex ratio (No. of females per 1000 males) is 979.54 which indicates that females are

less in number than the males in the study area.

• Literacy level in the buffer zone is 67.67% (Total population >6 years 13644) (Total

Literates 67031), among the total literates 57.46% (38514) are males and 42.54%

(28517) are females.

• Working population rate is 44.56% (50216) among the total population.

• Among the total workers, Main workers are 79.90%(40124), Marginal workers are

20.10%( 10092)

• Study area had an average family size of 4.53 persons per house.

• Buffer zone population break-up, literacy rate, SC&ST population and Occupational

Structure of workers of the buffer zone are depicted in Charts 3.6.1 to 3.6.4.



50.52% 49.48%

Population Distribution

Total MalePopulation

Total FemalePopulation

Source: Data Census of India 2011

57.46% 42.54%

Literacy Percentage

Male LiteracyRate

FemaleLiteracy Rate


18.23% 5.05%

76.72%

Percentage of SC, ST and Other Population

% of SCPopulation

% of STPopulation

% of others


79.90%

20.10%

OCCUPATIONAL STRUCTURE OF THE BUFFER ZONE

Main workers

Marginal workers


Chart 3.6.1:

Total population of villages in study area is

112695 in which the male population is

56930 (50.52%) and the female population

is 55765 (49.48%). This shows that the male

population is higher than the female

population (Chart 3.6.1). Sex ratio (No. of

females per 1000 males) is 979.54 which

indicates that females are less in number

than the males in the study area.

Chart 3.6.2

The Chart 3.6.2 shows that the percent

literacy level in the buffer zone is 67.67%

(Total population >6 years 13644) (Total

Literates 67031), among the total literates

57.46% (38514) are Males and 42.54%

(28517) are Females. The company needs

to support education and vocational trainings

as a part of CSR, which will generate

alternate source of income generation in the

study area, which improves the standard of living of the population.

Vulnerability Groups: Chart: 3.6.3

Among the total population Percentage wise

18.23% of Scheduled Caste (SC), and 5.05% of

Scheduled Tribe (ST),76.72% of other

population and shown in the Chart 3.6.3. In

Sangareddy district Scheduled Caste population

is 18.13% and Scheduled Tribe is 5.68%

population respectively.

Chart 3.6.4

The Chart 3.6.4 shows that the percent of total

workers are 44.56% (Total working population 50216)

i.e. main and marginal workers in the study area.

Among the total workers, Main workers are 79.90 %

(40124), Marginal workers are 20.10 %( 10092). The



socio-economic analysis of the Study area shows less work participation compared with the

District Sangareddy working population is 45.05%.

3.6.2.2 Infrastructure Facilities

The infrastructure resources based on 32 villages and 1 Municipality (Sadasivpet), 2

Outer Growth Villages (Siddapur (OG), Nandikandi (OG)) in the study area with reference to

education, medical facility, water supply, transportation, communication facility and power

supply etc. are compiled from Village Directory Census 2011 of Andhra Pradesh and

presented in Annexure-XXXIX and XL. The other infrastructure facilities like wells, tanks,

canals and other services are presented in Annexure-XLI.

Education: Senior secondary schools, Degree and Engineering colleges, Vocational

Training centers, Polytechnic colleges available in Sadasivpet Mandal town which is within

10 km study area and Sangareddy District Head Quarter is 21 km from the project site with

good connectivity road transportation. In 32 villages, there are 132 educational facilities

among them 77 Primary, 36 Middle, 18 Secondary schools and 1 Senior Secondary school

is available.

Medical facilities: 14 Primary Health Sub-Centres (PHSCs), 3 Primary Health Centres

(PHCs), 1 Mobile Health Clinics (rural), 9 Non-Government Medical facilities, 9 Non-

Government Medical Practitioners and 5 Veterinary Hospital facilities existed in the study

area. In addition to CHC facility at Sadasivpet with in the study area, MNR Medical College&

Hospital, Govt. General Hospital and also Medical Health facilities available in Sangareddy

DHQ.

Drinking Water: All 32 rural villages have the drinking water facility with tap: 22, well: 6,

Bore well: 32, hand pump: 32, river/canal: 1; as per the secondary data, 6 villages have well;

in 22 villages have treated tap water.

Water facilities for Agriculture: All the 32 villages and 2 outer growth villages consist of

open wells; 32 tube well/ bore wells, 6 Ponds.

Main Crops: Cotton, Jowar, Paddy, Maize, Chillies, Turmeric, Red gram, Green gram, Red

gram and Sugarcane, onion and Paddy are the main crops in the study area.

Industries: Pharmaceutical, Chemicals products manufacturing, spinning, rice mills, pulses

processing mills, Rubber products, sugar factory and Steel factories in the study area.

Communication: 26 villages 2outer growth and 1 municipality have phone facility, 3 post

offices, 29 Sub Post Offices, 18 Public Call Offices and all the villages have Mobile phone

service in the study area.



Transportation: Public Buses and Autos transport facilities available National Highway- 65

(Mumbai Highway) through Sadasivpet with good connectivity road transportation. Train

facility at Tekulapalle, Kaslabad and Morangpalli railway stations facility available within the

10km of the study area.

Banks: 2 Commercial, 2 corporate banks, ATM services are available at Kondapur,

Mominpet, Ananthasagar and Nandikandi Mandals where as in Sadasivpet all banking

facilities are available which comes under the study area.

Power Supply: All the villages are electrified in the study area.

3.6.2.3 Economic Activity

The main economic base of the villages within the study area is agriculture. Out of

the total working population (50216), the main workers are 40124. The main crops grown in

the region are Cotton, Jowar, Paddy, Maize, Green gram Red gram Chillies, Turmeric, and

Sugarcane and etc.

The employment pattern of the study area is described below:

• Total working population (Main and Marginal) rate is 44.56% (50216).

• Main worker population in the study area is 79.90 %( 40124), Marginal workers are 20.10

%( 10092).

• People in the region are mostly engaged in agricultural activities and employment

(regular and contract) daily based in nearby industries.

• Compare with the working population of the study area (Total working population

44.56%) with Sangareddy District (The Sangareddy District working population is

45.05%) as per census data 2011 respectively.

3.6.2.4 Health Status

Health of the people is not only a desirable goal, but it is also an essential investment

in human resources. As per the National Health Policy, Primary Health Care has been

accepted as main instrument for achieving this goal of development and strengthening rural

health infrastructure through a three-tier system, viz., Primary Health Centre (PHCs), Sub-

Centres and Community Health Centres, which have been established. Lack of building,

shortage of manpower and inadequate provision of drug supplies are hampering the

operationalization of these units.

During discussion with the medical officers at CHC Sadasivpet, other medical practitioners

and ADM&HO, it was gathered that the general prevailing diseases are joint pains, gastro

intestinal problems, Malaria, Dengue, Asthma, Skin diseases, seasonal diseases and other

water borne diseases like diarrhoea, typhoid. Chronic diseases like Leprosy, Tuberculosis,



HIV/AIDS has also been reported which all could be attributed due to improper maintenance

of drainage and sanitation system, lack of health awareness and poverty among the people.

Drainage System: In 32 villages, 2 outer growth villages and Sadasivapet Municipality

having open drainage system.

Archaeological monument: There is archaeological monument place Ramalingeswara

Temple at Nandikandi village which comes under the study area.

3.6.2.5 Awareness and opinion of the people about the project

Mostly respondents are aware about industry and the respondents have positive

opinion, expecting employment and infrastructure development in their Colonies/villages due

to the proposed expansion project activity at Yawapur and Maddikunta Villages.

3.6.3 Socio-Economic Survey 3.6.3.1 Methodology

In order to assess and evaluate the likely impacts arising out of any developmental

projects on socio-economic environment, it is necessary to gauge the apprehensions of the

people in the project area. Socio-economic survey serves as an effective tool for fulfilling this

requirement. Socio-economic survey through interviews/questionnaire/focused group

discussion (FGD) and Grama Sabhas was conducted in 7 villages of the study area (Table

3.6.1). Sarpanch, ward members, school teachers, medical practitioners, self-help group

members and village youth and other respondents (adult’s male-female) are involved for

awareness and opinion, by using judgmental or purposive sampling methods representing

different socio-economic sections of the community. The respondents were asked for their

awareness/opinion about the project, job opportunities, drinking water, road and drainage

construction, education, health care, housing, transportation facility and economic status.

The villages selected for socio-economic survey based on the impact prone with reference to

the industry activities; 7 villages from within the 10 Km radial study area i.e., 2 villages from

0-2 Km; 4 villages from 2-5 Km and 1 village from 5-10 Km (Table 3.6.1).

The salient observations recorded during the survey are:

• Primary data collected from gram panchayat records and also from village heads during

interactions w.r.t. demographic details is more or less the same with that of the

secondary data Primary Census Abstract (PCA 2011).

• Most of the respondents including village level heads are educated up to

primary/secondary level.

• Mainly LPG and wood is used as fuel for cooking purpose.



• All the surveyed villages are electrified.

• Agriculture is practiced in two seasons and alternative livelihood is contractual

employment as daily labour in nearby industries; people go to the nearby urban area

Sadasivpet and Sangareddy for employment, MNREGS, construction and other daily

labour activities.

• Water is pumped to overhead tanks from gram panchayat through bore wells and then

supplied to the public through house connections and public stand posts.

• Hand Pumps are also available in the villages but few are under repair.

• Most of the population avail the health facilities PHC facility at Sadasivpet, PHC facility at

Ananthasagar, Veltur, Kondapur and Mominpet with in the study area, In addition to

Govt. General Hospital & MNR Medical College & Hospital and also Medical Health

facilities are available in Sangareddy District Headquarter.

• Most of the respondents expressed about their unemployment in the surveyed villages in

the study area.

• Lack of technical education and skills among youth and villagers.

• Respondents expressed to improve village roads, streetlights, drainage & sanitation and

infrastructure facilities.

• Literacy level, housing and primary amenities are poor in SCs, STs Population and

identified poor families.

• Existing project site is maintaining good environment friendly condition.

• There is a holistic construction i.e., “Zindashah Madar” nearby to the proposed

expansion project – In this place, irrespective of religion, people are conducting prayers.

There are no facilities like drinking water and toilets for the visited persons.

• Cultivation activities are going on all along the boundary of the proposed expansion

project

• Poor condition and Lack of toilets and water, infrastructure facilities in Govt. Schools and

Anganwadi Centers.

3.6.4 Project Awareness and Feedback from Respondents

Queries were made to the local people of surveyed villages, regarding their

awareness about the existing project in general, and their apprehensions about the

expansion of project in particular. During discussion the following observations were

recorded:



• Most of the respondents are aware about the proposed project expansion activity.

• As the economic condition of the people in the region is poor, people are mostly in

favor to the proposed expansion project and they are requesting to provide the

technical skills and employment.

• From the surveyed 7 villages (Maddikunta, Sadasivpet, Kambalpalle, Siddapur,

Tangadpalli and Regenthal) unemployed youth around 500 to 550 both men and

women persons qualified with 10thclass, Intermediate, Degree, ITI- Welders,

Electrical, Engineering and Computers expecting for technical education and

employment from the proposed expansion project.

• As regards proposed expansion of API Intermediates manufacturing to APIs & its

intermediates manufacturing with R&D facility in the existing and extended premises

of 42.08 Ha (104 Acre) from existing 3.26 Ha (8.05 acre).Villagers gave favorable

opinion about project activity as it may lead to increase in infrastructural facilities, and

job opportunities.

• Total Greenbelt area will be around 13.89 Ha.

• Women respondents’ awareness regarding project is good but when informed they

are positive because they thought that due to the expansion project activity,

economic condition of the region will improve and the same time they raised that

regarding industry it should not spread pollution by its activities in their fields and

villages.

• Most of the respondents expressed construction of check dams and ponds to store

the rain water and develop more green belt in this area.

• Construction of Community halls, library, building for schools, Anganwadi centers

and drinking water facilities for surrounding villages in addition to cremation ground,

boundary walls to schools and PHCs, Village approach roads, renovation of temples

and construction, bus shelters at bus stops and arrange street lights.

• Provide books, school bags, uniforms and other requirements for financially poor

children therefore the proposed project need to focus on education and more on girl

child and women and adult education facilities.

• Conduct Health camps, Health awareness on HIV/AIDS and Tuberculosis, alcohol

de-addiction camps.

• Provide the vocational trainings for SHGs, youth especially SC and ST community

and poor people.

• Provide drinking water and toilet facilities at Zindashah Madar Holistic place of

worship which is at nearby the proposed Industry.



3.6.5 Enterprise Social Commitment

The project proponent as a responsible citizen undertaking development of

peripheral villages’ right from the inception of the project, its social responsibility to the

surrounding community through promoting health, education, drinking water, construction

and building rural infrastructure etc.

Chapter 4

Impact Assessment & Mitigation Measures

AVR Organics Pvt. Ltd. – EIA Report Chapter-4: Impact Assessment & Mitigation Measures


Chapter 4

Impact Assessment & Mitigation Measures

[

4.0 Introduction

The environmental impacts can be categorized as either primary or secondary

impacts. Primary impacts are those, which are attributed directly to the project and

secondary impacts are those, which are indirectly induced and typically include the

associated investment and changed pattern of social and economic activities by the

proposed action.

This chapter presents identification and appraisal of various impacts from the proposed

expansion of API Intermediates manufacturing to APIs & its intermediates manufacturing

with R&D facility in 2 phases (Phase-I: 60% production capacity & Phase-II: 40%

production capacity) in the study area based on the inventory of pollution sources as well

as the baseline setting described.

The impacts have been assessed for the proposed expansion project assuming that the

pollution due to the existing activities has already been covered under baseline

environmental monitoring. The proposed expansion project is likely to create impact on the

environment in two distinct phases:

• During the construction phase, which may be temporary and short term; and

• During the operation phase that would have long-term effects.

The construction and operation of the proposed expansion unit comprises various activities

each of which may have an impact on some or other environmental parameters. Various

impacts during the construction and operation phase of the expansion project on different

components of environment have been studied to estimate the impact on the environment

and are discussed briefly below and elaborated in the subsequent sections.



4.1 Prediction of Impacts during Construction Phase 4.1.1 Air Environment

There is no major construction activities involved in the proposed expansion project.

Construction activities include the activities related to production blocks, boiler shed, ash

silos and other related structures; and erection of mechanical equipment’s and installation of

other equipment in a short period after approval from MoEF&CC & TSPCB.

The sources of air emissions during construction phase will be due to development of site,

emissions from vehicles used for transportation of men and materials and emission from

construction equipment’s. These activities are likely to result in emission of SO2, NO2, CO

and particulate matter. However, the quantity of these will be very negligible and that too

only for a very short period and temporary. Hence, no adverse impact on air quality is likely

to occur.

Traffic at the site during construction will be less intensive and heavier than at present and in

normal operating conditions. In turn, it will subject roads to little more stress. This will be

temporary and reversible in nature and restricted to small area for short duration. Proper

upkeep and maintenance of vehicles, sprinkling of water on roads and construction site are

some of the measures that would greatly reduce the impacts during the construction phase.

All internal roads of the industry are Black Top / Concrete roads. There will be no impacts

due to construction activity of this industry.


Noise will be produced by the activities involve in construction. Source of noise will

be transport of materials via vehicles, machinery, construction activities etc. The general

noise levels due to construction activities may go sometime up to 80 dB (A) at the work site

for short period in day time during construction phase. The workers in general are likely to be

exposed to an equivalent noise level of 75-80 dB (A). In order to protect the workers all

statutory precautions will be implemented. Use of proper personal protective equipment

(PPE) will further mitigate any adverse impact of noise to the workers. Further careful

planning of machinery operations and scheduling of operations will be done to minimize the

impact of the noise generated. Machinery will be allowed to use for construction purpose

only during daytime. Impacts on the noise levels of the area will be temporary in nature and

vary inversely with the increasing distance from the plant site.

4.1.3 Water Environment

Wastewater generated during construction will be only domestic waste, which will be

collected in sewage collection tank through pipelines and septic tank. Overflow of septic tank

will be sent to ETP for treatment. The overall impact on water environment during



construction phase due to proposed expansion project is likely to be short term and

insignificant. There seems no impact on the water environment of the study area.

4.1.4 Land Environment

Any construction of additional infrastructure in the project site will lead to permanent

change in land use pattern at the site as a direct impact. No major changes in land use

pattern will occur due to the project activities. The construction activities will result in loss of

topsoil and earthen material to some extent in the plant premises. However, it is proposed to

use the soil and earthen material in existing greenbelt development. About 33 % of greenbelt

(13.89 Ha) will be developed out of total area of 42.08 Ha including existing 3.26 Ha). No

solid or hazardous waste will be generated during construction thus no impact on soil

environment is likely. There will be no impact on soil of the study area located beyond the

working area of the plant site.

4.1.5 Biological Environment

The removal of vegetation from the soil and loosening of the topsoil generally causes

soil erosion. However, such impacts will be confined to the project site and will be minimized

through paving and water sprinkling. However, greenbelt has already developed in the plant

facilities. Thus, there will be no major adverse impacts are envisaged on ecological

environment due to proposed expansion activities.

4.1.6 Socio-economic Environment

Construction will require man power and people from nearby villages will be

employed for this. Construction in plant will provide temporary but source of income to the

people during construction stage. Noise generated will be the major pollution to which

workers will be exposed to, during construction. Personal protective equipment’s like

earmuffs etc. will be provided to prevent any occupational health hazard. Since Industry

located about 1.6 km away from habitation ( Maddikunta village), no negative impacts of the

plant activity will be there on society during construction phase as the industry is having

greenbelt along the boundary of project premises.

4.1.7 Impacts of Material Transportation

Other than coal, all other raw material used in the project comes with packets / drums

/ tankers. Finished Raw materials are packed in covers and then stored in Drums. These raw

materials / finished goods are stored in Ware house and bulk solvents are stored in tanks in

tank form and are handled in closed / covered in order to decrease the air pollution in the

nearby areas and hazards that it might cause due to the dust. Maximum amount of air

pollution is generated in handling of Coal (fuel for boiler &TFH) and ash near Boiler house is



dust, to mitigate this impact, covered sheds will provided for Coal stock and ash will be

collected in Silos / covered areas before sending to the Brick manufacturers.

To avoid any impact due to transport, all the trucks will be environment emission standard

compliant and the Goods will be fully covered and ensured that no spillage will be there

during transport. The roads within the project site are BT/Cement Concrete and are properly

maintained by the Industry. The road connecting the project site with nearest highway is

Black top road. The following specific actions will be ensured to minimize the impact due to

transport.

• Use all the trucks with environment compliant emission and emission level will be

checked half yearly or as per prevailing laws of the land

• Bulk load carrying capacity trucks will be used to maximum extent possible

• Hydraulic loading and unloading facility will be practiced as much as possible

• There will not be any spillage allowed from the trucks

• Roads will be swept at regular intervals to keep premises clean and to minimize the

dust generation

• Surface of the Roads will be regularly repaired to avoid any ditches, pits etc.

• Traffic speed will be maintained within 15 kmph within plant premises

• Avenue plantation will be done on both the sides of the approach road

4.1.7.1 Prediction of Impacts on Vehicular Traffic

There is no unauthorized shop or settlements along the road connecting the plant

site. The traffic density of the nearest state highway is high mainly commercial and

passenger vehicle traffic. Raw materials and finished products are transported by road using

road trucks. Total truck trips after expansion will be 40 nos. Traffic signs are placed in the

battery limit. The drivers of vehicles will be provided with TREM cards. There will be

marginal increase in the traffic density.

4.1.8 Storm Water Management

Based on the rainfall intensity of the plant area, storm water drainage system has

been designed. Storm water drainage system consists of well-designed network of open

surface drains connecting to rainwater harvesting tank and pits so that all the storm water is

efficiently drained off to stream without any water logging.

4.1.9 Rain Water Harvesting System

Project Management is making proper utilization of rainwater by harvesting by

appropriate rain water-harvesting mechanism. Rainwater from surface areas will be

harvested by construction of harvesting tank and pits for the storm water drainage network at



a definite pitch. Artificial recharge measures like rain water-harvesting helps to improve the

ground water table, which augments the yield of bore wells.

4.2 Prediction of Impacts during Operation Phase

Prediction of environmental impacts is the most important part of EIA study as it

provides quantitative information related to projection of possible environmental

consequences / impacts from a proposed expansion project well in advance, i.e. prior to its

implementation based on the estimated pollution loads and surrounding local conditions, viz.

topography, existing environmental quality, type of effluent etc. Several mathematical /

statistical techniques and methodologies are available for predicting impacts from any

proposed developmental project on the surrounding physico-chemical, ecological and socio-

economic components of environment. The results obtained from the predictions are to be

super imposed over the baseline (pre-expansion project) status of environmental quality to

derive the ultimate (post-project) scenario of environmental quality in the project study area.

The quantitative impacts derived through predictions are also essential to delineate

pragmatic environmental management plan, especially pollution mitigation measures

required to be implemented at different stages of proposed expansion project, i.e. detailed

engineering stage, construction and operation phases for minimizing the possible adverse

impacts on the surrounding environment.

The following activities related to operation phase will have various impacts on the

environment and are considered for impact assessment:

• Topography and Climate. • Air quality. • Noise levels. • Liquid effluent generation. • Hazardous / Solid waste generation. • Ecology. • Demography and Socio-economics. • Transportation. • Public Health and Safety.

4.2.1 Impact on Topography and Climate

The major topographical changes envisaged would be manmade structures like

erection of production blocks, boiler sheds, civil structures, water / wastewater storage tanks,

etc. However, it will also invite some positive benefits in the form of developed greenbelt in

the plant premises. From the proposed project the impact on the climate due to the exhaust

gas temperature will be envisaged. The maximum temperatures of the exit gas from the



stack will be restricted to 1500C during normal conditions. Normally, this will not cause any

thermal imbalance. Impact on the climatic conditions from the proposed plant will be

marginal which can be nullified / reduced by existing green belt.

4.2.2 Impact on Air Quality

The main raw materials required for the proposed project are various chemicals,

solvents, etc., for production of APIs and its intermediates, Coal for boiler & Thermic Fluid

Heaters and Diesel for DG sets & Thermic Fluid Heaters. The main sources of pollution

envisaged from the proposed project are as follows.

1. Fugitive emissions.

2. Process emissions.

3. Boiler, Thermic Fluid Heater & DG set emissions (Flue Gas).

4.2.2.1 Fugitive Emissions and Mitigation Measures

Fugitive emissions from solvents handling & recovery are expected from the reactors

in the workroom, storage tanks area and as well as from handling area. Product wise

solvent usage, losses and recovery are estimated based on the material balance (Table

2.12). The solvent wise usage, its losses and recovery for maximum of 16 products are

presented (Table 4.1). The total solvent handled for manufacturing 16 products will be

286.68 KLD. Around 70% (200 KLD) of the solvents will be distilled out from the reactors

after the reaction and about ~ 25% will come out as spent single / mixed solvents which will

be sent to distillation column to further purification / recovery of solvents for reuse and the

remaining ~ 5% will be the losses in effluent, residue and handling.

Table 4.1: Solvent wise Usage, its Losses and Recovery

S. No. Solvent

Solvent Input (KLD)

Solvent in Effluent

(%)

Solvent in Organic

waste (%)

Solvent loss (%)

Solvent Recovery

(%) 1. 1,2-Dimethoxyethane 0.983 0 1.99 4 94 2. 1,4-Dioxane 0.697 1.98 0 3 95.02 3. 2-Butanol 0.02 2 0 4 94 4. Acetic acid 0.637 1.18 0.71 3.27 96.4 5. Acetic Anhydride 0.194 0 1.08 4.1 74.2** 6. Acetone 11.329 0.92 1.1 3.54 94.45 7. Acetonitrile 13.495 0.96 1.04 3.58 94.42 8. Chloroform 9.163 0 0.63 4.47 94.9 9. Cyclohexane 2.867 0 1.73 4.57 93.7 10. Cyclopropylamine 0.256 0.43 0.58 3.26 61.02** 11. Diisopropyl Ether 0.893 0.08 1.56 3.92 94.43 12. Diisopropylethylamine 0.003 0 4 4 96 13. Dimethoxyethane 0.13 0 2.05 3.08 94.87 14. Dimethyl Acetamide 0.103 1.94 0 2.9 95.16 15. Dimethyl Sulfoxide 0.195 1.08 3.89 7.17 203.74*



S. No. Solvent

Solvent Input (KLD)

Solvent in Effluent

(%)

Solvent in Organic

waste (%)

Solvent loss (%)

Solvent Recovery

(%) 16. Dimethylformamide 4.513 1.35 0.66 3.43 94.57 17. Ethanol 20.168 2 0.44 4.2 102.24* 18. Ethyl Acetate 22.205 0.38 1.28 4.02 94.32 19. Ethylenediamine 0.287 2.09 0 4.18 93.73 20. Formamide 0.053 0.38 1.51 2.45 88.11** 21. Formic acid 0.117 1.11 0 2.83 75.41** 22. Hexamethyldisilazane 0.109 1.19 0.55 3.02 92.12 23. Hexamethylphosphoramide 0.047 2.14 0 2.14 95.71 24. Hexane 0.575 0.12 1.9 3.04 94.92 25. Isobutylamine 0.317 1.17 0 4.01 84.4** 26. Isopropyl Alcohol 51.362 1.16 0.97 3.82 94.05 27. Isopropyl Ether 0.24 2.08 0 4.17 93.75** 28. Methanol 54.216 1.2 0.65 3.97 94.26 29. Methyl Isobutyl Ketone 6.243 0.32 1.68 3.64 94.36 30. Methyl tert-Butyl ether 1.063 0.56 1.42 3.97 94.05 31. Methylene Dichloride 32.203 0 1.59 5.08 93.3 32. Monomethylamine 0.416 1.71 0 5.05 90.16** 33. n-Butanol 0.934 0.46 1.56 3.99 93.99 34. n-Heptane 1.254 0 1.07 3.18 95.32 35. n-Hexane 5.895 0.01 1.89 3.12 94.97 36. N-Methyl-2-Pyrrolidone 1.811 1.64 0.28 3.61 93.12 37. n-Propanol 2.65 1.11 0.89 3.4 94.6 38. o-Xylene 1.943 0 1.4 3 95.59 39. Paraffin Oil 0.02 0 3.5 3.5 93.5 40. Petroleum Ether 0.253 0 1.97 3.04 95.03 41. Piperidine 0.18 0 2.06 2.94 95 42. Pyridine 0.157 0.96 0 3.06 49.55** 43. Pyrrolidine 0.016 0 1.88 3.13 95 44. t-Butanol 1.177 0.99 1.02 3.99 93.99 45. tert-Butanol 0.133 1.05 2.45 7.67 152.2* 46. Tetrahydrofuran 27.222 1.69 0.53 3.78 94 47. Toluene 67.16 0.16 1.39 3.11 95.58 48. Triethylamine 0.267 1.53 0 4 41.41** 49. Triethylorthoformate 0.313 0.11 1.81 2.98 95.12 50. Xylene 4.61 0 1.51 2.99 95.5 Note: * Generated from process ** Consumed in process

Various types of solvents are used in the APIs & its intermediates manufacturing

process. The solvents will be stored in drums and bulk quantities will be stored in above

storage tanks of suitable capacities. Solvents are handled in closed conditions thereby

reducing the losses in the form of evaporation. The industry will take measures for reduction

of fugitive emissions and further reduction will be achieved by providing vent condensers to

the tanks. Chilled brine circulation will be carried out to condensate the solvent vapor and to

the receivers of the solvent vapors which ensures the recovery of 95.1% and also controlled

by closed operations and handling methods. Good ventilation will be provided to reduce the

workroom concentrations. The reactor generating solvent vapors will be connected to

condensers with receivers. Solvent vapors from the Centrifuge and Catch pots will be



connected to vent condensers. The height of the solvent receiver tank vent is above

production block roof level and the diameter is 20 mm. The solvent loss is depending on the

boiling point of the solvent.

Solvent Input

Solvent from

product

Solvent Loss

(Handling) Solvent Loss in

Effluent

Solvent Loss in

Org. residue

Solvent Recovery

(KLD) (KLD) (KLD) (KLD) (KLD) (KLD) 284.4 2.28 10.8 2.58 2.8 270.5

286.68 275.88 100 % 3.77 % 96.23 %

Industry is proposing to install 5 solvent distillation columns each 1 KL/hr capacity SS

column with Primary and Secondary condenser facility to recover the solvents.

Distillation System-SS column

There will be a batch distillation system consisting of distillation column (13.8 m

height and 0.8m dia) with ceramic packings, kettle, reboiler, main & vent condensers, sub

cooler, mixing vessel, distillate receivers, and feed & recovered solvent storage tanks with

pumps as shown in process flow diagram (Fig. 4.1). All the streams are processed under

atmospheric pressure (except DMF which is operated under vacuum).



Fig.

4.1

: Sol

vent

Dis

tilla

tion

colu

mn

AV

R O

rgan

ics P

vt L

td



Solvent recovery:

Reactor will be connected to double condensers with Cooling and chilled water /

brine condenser system.

Reactor and solvent handling pump will have mechanical seals to prevent leakage.

Condensers will be provided with sufficient Heat Transfer Area (HTA) and residence

time so as to achieve maximum recover.y

Solvents will be stored in a separate space specified with all safety measures.

Proper earthing will be provided in all the electrical equipment wherever solvent

handling is done.

Entire plant where solvents are used, the equipment’s/pumps/fittings will be of flame

proof. The solvent storage tanks will be provided with vent condensers and breather

valve with nitrogen blanketing system to prevent losses. Low boiling solvents storage tanks are insulated.

Mitigation Measures

Fugitive emissions are mainly solvent vapour due to handling & process units. The

estimated solvent loss due to handling will be 10.8 KLD (3.77%). The necessary steps will

be taken to minimize solvent loss, by enhancing existing/ proposed solvent recovery system

by means of two stage condensing system utilizing chilled brine solution. Effective solvent

recovery by means of optimized distillation units in two stages followed by condensing

system for reuse of solvent instead of disposed through authorized vendors. In case of

mixture of solvent recovery, fractional distillation column may be utilized and recover

solvents on stage wise. Single spent solvents may be purified by single distillation units to

recover solvent for reuse.

In all the effective heat exchanger and condensing system will be utilized in solvent recovery

units. Minimize the spillover during handling of process/operation unit’s specially toxic based

one. Absorbent / Water / suitable liquid spray may be applied & contaminated may be

disposed to Hazardous waste area / ETP for further necessary treatment.

To control the fugitive emissions generated during various operations in the industry, the

following mitigation measures will be adopted.

• Dedicated pipe lines for transfer of solvents from respective solvent storage tanks

to day tanks and then to reactors in the production blocks.

• All solvent storage tanks will be provided with vent condensers having cooling or

chilled water circulation.

• All reactors will be provided by double condensers.

Nitrogen blanketing will be provided in certain process areas.



• Mechanical seals will be provided for all the reactors for improving emission

control measures.

Mother liquors will be collected in closed drums.

Standby scrubbers will be kept ready for emergency use.

• Wherever possible pressure nutch filters (PNF) will be used in place of centrifuges

to contain the solvents thereby reducing the solvent emissions.

• Nitrogen breather valves are used for the bulk tanks to avoid escaping of solvents.

• Also green belt is developed to reduce the impact of the various emissions.

4.2.2.2 Impact of Process Emissions and Mitigation Measures

Manufacturing of APIs and API intermediates will result in gaseous emissions.

Maximum Process emissions with their quantities and treatment method are presented in

Table 4.2. Gaseous emissions will be scrubbed in two stages with water and caustic

solution based on the characteristics of gases. Proposed scrubbers for the expansion

project to scrub the process emissions.

Table 4.2: Process Emissions from Proposed Products

Sl. No.

Process Emission

Maximum Quantity (kg/day) Treatment

1 H2 63.44 Diluted with nitrogen and diffused with

flame arrestor.

2 HCl 1605.8 Scrubber with water / caustic solution

3 SO2 394.1 Scrubber using caustic solution.

4 NO2 25.2 Scrubber using caustic solution.

5 CO2, 1906.9 Dispersed into atmosphere

6 n-butane 3.6 Diffused with flame arrestor

7 O2 1.5 Dispersed into atmosphere

8 NH3 166.4 Scrubber with water / caustic solution

9 Methylamine 0.2 Scrubber with water

10 Methyl Chloride 11.4 Scrubber using caustic solution.

11 HF 0.1 Scrubber with water / caustic solution

12 HBr 0.2 Scrubber with water / caustic solution

Mitigation Measures

The quantities of these gases are not generated continuously. Hence, these will be

insignificant. These emissions are only product based and will be emitted only when the

specific product is under production. The H2, HCl, SO2, NO2, CO2, n-butane, O2, NH3,

Methylamine, Methyl Chloride, HF & HBr, emissions are liberated from the process.



Emissions from the reactors will be connected to dual scrubber with suitable chilled or room

temperature liquid to scrub the gases effectively with water / caustic based on the nature of

the gas (Fig.4.2). The scrubbed solutions will be sent to ETP for further treatment and reuse.

Its impact will be reduced by releasing them through stack of suitable height. The vents of

the scrubber’s gases will be dispersed into atmosphere through a stack above the

production block. Hence it is necessary to minimize the process emissions at source as well

as to control effectively before sending out to atmosphere.

The identified emissions from the units are HCl, HF, HBr & NH3 vapours, Monomethylamine,

Methyl Chloride, NO2 and SO2 which are considered as toxic. HCl, HF, HBr & NH3 vapours,

Monomethylamine will be controlled effectively by simple water scrubbing, followed by

packed bed caustic lye scrubbing. To control Methyl Chloride, SO2 and NO2 emissions,

caustic lye based scrubbers will be applied by giving sufficient residence time and surface

area of packed material. For efficient scrubbing provide sufficient surface area and contact

time to achieve more than 99% efficiency. Regarding H2, n-butane emissions efficient

flame arrestor will be installed and exposable limits are taken into account before

application. Remaining CO2, and O2, process emission is not toxic and a part of atmospheric

air. Hence, it can be dispersed into atmosphere.

Fig. 4.2: Schematic Flow Diagram of Double Stage Scrubber System

4.2.2.3 Boiler, TFH & DG set emissions (Flue Gas)

During operational stage of the plant, Particulate Matter (PM), Sulphur dioxide (SO2)

and Oxides of Nitrogen (NO2) emissions would be the major criteria air pollutants. However,

the emission concentrations are insignificant. The impact on ambient air quality is assessed

hereunder considering the following:



Air quality impacts have been predicted assuming that the pollution load due to the existing

activities covered under baseline environmental monitoring. Site-specific meteorological

parameters have been recorded by using continuous recorders. Short-term 24 hourly GLC's

incremental values were estimated using the site-specific meteorological data.

For steam boilers and thermic fluid heaters, coal /diesel will be used as fuel. The gaseous

emissions will be from fuel burning, which consists of common pollutants like SO2, NO2 and

PM10, would be discharged into atmosphere through Multi-cyclone separators and bag filters

with a suitable stack height for controlling the particulate emissions within statutory limit of

115 mg/Nm3 from the proposed coal fired boilers of 2 X 6 TPH, 10 TPH and from the existing

3 TPH Coal Fired Boilers. The boilers are provided with Multi-cyclone separator with a height

of 40 and 30m stack respectively. Also 40m / 30 m stack height to the proposed 4 Lakh

K.cal/hr Coal Fired Thermic Fluid Heater & for 2 X 2 Lakh K.cal/hr Diesel Fired Thermic Fluid

Heaters. Suitable stack height will be provided to the proposed DG sets of 2 X 1000 KVA

and 2 X 500 KVA including of existing DG set of 125 KVA. DG sets will be used as standby

during power failure. It indicates emissions level of particulate, NO2 and SO2 will increase.

Hence, the following steps will be taken to increase of air quality level in and surrounding

area.

• Low sulphur content of coal will be used i.e less than 0.5 % sulphur based coal.

• For atmospheric dispersion of SO2, proposed stack height will be maintained for

boilers & TFHs respectively.

• NOx emissions from the boilers will be controlled by controlling combustion

measures, which will be approached by way of low NOx burners or by air stagging in

boiler.

• Provision may be provided for dry adsorbent (lime powder) system before passing

through Multi-cyclone, so that 50% reduction of SO2 will be achieved.

• Multi-cyclone followed by bag filter for 10 & 6 TPH boiler will be applied with effective

design parameters to function with 99% generated efficiency, needs as design higher

cone based multi-cone and filtration velocity not more than 1.5 m3/min per m2 of filter

area in bag filter.

4.2.2.4 Air Quality Model

The air quality impact of a source or group of sources is evaluated by the use of

mathematical models. The models simulate the relationships between air pollutant emissions

and the resulting impact on air quality. The inputs to the model include data relating to

emissions, hourly meteorology and atmospheric details like ambient temperature, wind

speed and wind direction, all of which are determined by formulating impact scenarios.



There are several air quality simulation models available for prediction of air pollution

impacts. In the present case, a multiple point source Gaussian Dispersion Model applicable

to industrial sources located on flat as well as undulated terrain, i.e. industrial source

complex (ISC) ver.3 model has been applied for prediction of impacts on air environment.

The ISCST-3 (Industrial Source Complex Short Term Dispersion Tool) model was adopted as

per the USEPA guideline models and widely used as a regulatory tool to predict air pollution

impact. The ISCST-3 is an hour-by-hour steady state Gaussian Model which takes into

account the following special features:

• Stack-tip downwash

• Gradual plume rise

• Buoyancy- induces dispersion

• Plume reflection off elevated terrain

• Partial penetration of elevated inversions is accounted for

• Hourly source emission rate, exit velocity and stack gas temperature

This model is widely recognized as predictive tool in impact assessment for air environment.

The Gaussian plume dispersion formulae approved by CPCB has been incorporated in this

model to meet regulatory requirements. The ISCST-3 model has been applied with flat

terrain, gradual plume rise and buoyancy induced dispersion options in the present study.

4.2.2.5 Point Source Emissions (Inputs Used for Model) and action plan for control of emissions to meet standards

Boilers, Thermic fluid heaters and DG sets are the three sources of point source

emissions from the proposed expansion project including existing boiler. Multi-cyclone

separators and bag filters with a suitable stack height will be installed for controlling the

Particulate emissions within statutory limit of 115 mg/Nm3 from the proposed coal fired boilers

of 2 X 6 TPH & 10 TPH in addition to the existing coal fired 3 TPH boiler to utilize steam at

different stages in process units. Also proposed 4 Lakh K.cal/hr thermic fluid heater to

utilize steam / heat at different stages in process units. The coal consumption will be

around 102 TPD. Stacks will be provided to the proposed DG sets of 2 x 1000 KVA and 2 x

500 KVA. These are in addition to the existing DG set of 125 KVA. The estimated diesel

consumption will be 670 Lit/ hr including diesel consumption for proposed two diesel based

thermic fluid heater of 2 lakh K.cal/hr. DG sets will be used as standby during power failure.

Coal is being used for steam generation and Particulate Matter (PM), Sulphur dioxide (SO2)

and Oxides of Nitrogen (NOx) will be the major pollutants. Various mitigation measures are

proposed to minimize the pollution from the boilers are Multi cyclone separators followed by

bag filters will be installed for steam boilers to control the particulate (PM) emissions within



statutory limit of 115 mg/Nm3. To facilitate wider dispersion of pollutants, 40m height stack

for 10 TPH as well as for each 6 TPH boilers will be provided.

To minimize the SO2 emissions, available low sulfur coal (0.5%) is proposed to utilize for the

boilers. The NOx emissions from the boiler will be controlled by controlling combustion

measures, which will be approached by way of low NOx burners or by air staging in boiler.

The estimation and evaluation of gaseous pollutant generation from coal based steam

boilers activities is an immensely complicated procedure. Gaseous pollutants will be

generated during steam boiler operation, considered as point source emissions (SPM, SO2

& NOx), which are harmful to the human health and environment. The stack details and flue

gas characteristics along with emission rate for individual pollutants used for prediction of air

quality impacts are given in Table 4.3 including existing emission details of steam boiler.

Input data used for modelling is presented in Annexure-XLII. For prediction, stack location

of proposed 10 TPH steam boiler is considered as reference point as (10 km, 10 km).

Table 4.3: Stack Emission Details

Source Stack Height

(m) Diameter

(m) Temperature

( oC)

Flue Gas Flow rate

(m3/hr)

Exit Gas

Velocity (m/sec)

PM SO2 NOx

kg/hr

Proposed coal fired Boilers 10 TPH 40 0.7 150 26604 14.71 1.35 14.17 8.10 6 TPH 40 0.7 150 15969 12.9 0.81 8.5 4.86 6 TPH 40 .0.7 150 15969 12.9 0.81 8.5 4.86

Proposed Thermic Fluid Heaters 4 Lakh k.cal/hr

Coal fired 30 0.15 150 530 8.32 0.104 1.045 0.73

2x2 lakh k.cal/hr

diesel fired 30 0.30 150 867.6 3.4 0.008 0.174 0.186

Proposed D.G. sets 1000 KVA 11 0.4 150 5650 12.5 0.063 1.25 1.34 1000 KVA 11 0.4 150 5650 12.5 0.063 1.25 1.34 500 KVA 9 0.3 150 2820 11.1 0.032 0.63 0.67 500 KVA 9 0.3 150 2820 11.1 0.032 0.63 0.67

Existing 3 TPH

Coal fired Boiler

30 0.3 150 7965 11.3 0.405 4.25 2.43

Note: Coal calorific value is 4500 kcal/Kg of coal with 0.5% sulphur



Meteorological Data The ground elevation within the project premises is around 564 m MSL as the project site is

fairly flat without any undulations. The topography of the impact zone around the project site

is also covered with flat & undulated terrain up to 10 km radial distance.

The data published by Indian Meteorological Department (IMD) on the prevalence of

inversions and other stable layers in the planetary boundary layer and the CPCB publication

“Spatial distribution of hourly mixing depths over Indian region” have been used for project

region along with the site specific atmospheric stability parameters on hourly basis.

The primary meteorological data collected manually at the existing project site, Sadasivapet

(M), Sangareddy District, Telangana on hourly basis i.e wind speed and direction, rainfall,

temperature, Relative Humidity etc., for study period at site for winter season (December

2016 to February 2017). The percentage frequencies of occurrence of various wind speed

classes in different directions were computed from recorded data on 24 hourly basis and

presented in the form of wind roses as shown in Fig.3.1 and corresponding meteorological

data on percentile basis is given in Table 4.4. The data was further analyzed to obtain

predominant wind direction and average wind speed is 2.45 m/sec for 24 hours, and the

same data was used in prediction of impacts on air environment for winter season.

Meteorological data indicates that predominating wind mostly E ESE,SE and SSE winds

with low wind speed and stability mostly 2 and 3 during day time whereas in night time wind

speed is almost similar and stability 5 and 6. On overall wind speed is low and observed

diurnal variation of mixing height. The hourly wind speed, isolation and partly cloudiness

during day time as well as night time were used to determine the hourly atmospheric stability

classes (Pasquill and Gifford) viz., A to F.

Table 4.4: Meteorological data on Percentile basis during study period

Wind Direction 0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 - 11.1 >= 11.1 Total 348.75 - 11.25 N 2.64 0 0 0 0 0 2.64 11.25 - 33.75 NNE 1.44 0 0 0 0 0 1.44 33.75 - 56.25 NE 2.04 0 0 0 0 0 2.04 56.25 - 78.75 ENE 3.6 0 0 0 0 0 3.6 78.75 - 101.25 E 10.7 1.16 0 0 0 0 11.86

101.25 - 123.75 ESE 11.08 2.04 0.14 0 0 0 13.25 123.75 - 146.25 SE 15.25 1.25 0 0 0 0 16.5 146.25 - 168.75 SSE 11.35 0.8 0 0 0 0 12.14 168.75 - 191.25 S 4.54 0.28 0 0 0 0 4.82 191.25 - 213.75 SSW 3.15 0 0 0 0 0 3.15 213.75 - 236.25 SW 3.84 0.28 0 0 0 0 4.12 236.25 - 258.75 WSW 1.62 0.04 0 0 0 0 1.66 258.75 - 281.25 W 1.3 0 0 0 0 0 1.3



281.25 - 303.75 WNW 1.9 0 0 0 0 0 1.9 303.75 - 326.25 NW 3.7 0 0 0 0 0 3.7 326.25 - 348.75 NNW 2.6 0 0 0 0 0 2.6

Sub Total: 80.72 5.84 0.14 86.62 Calms: 13.29 Total: 100

4.2.2.6 Prediction of Air quality Impacts

The ISCST-3 model, which is a Gaussian-Plume atmospheric dispersion algorithm for

estimating concentration of suspended particulate matter, was used to predict the Ground Level

Concentrations (GLC’s) of PM, SO2 and NOx due to coal based boilers and thermic fluid heater.

The GLC’s were predicted on 24 hourly averages, keeping in view of the prescribed national

ambient air quality standards (NAAQS). The GLC’s of individual pollutants are predicted at 500

m X 500 m Cartesian Square Grid Receptors in the impact zone covering 10 Km radial distance

(20 km X 20 km), prediction made for proposed steam boilers and thermic fluid heaters.

The model result shown in Fig. 4.3 has the highest SPM concentration of 2.44 µg/m3 at

receptor location of 0.70 Km and 1.53 µg/m3 at 1.41 Km from the project site for a maximum

total emission rate of 1.02 g/s from coal fired steam boilers & TFH. The concentration of

SPM will travel to a maximum predicted distance of around 10 km towards W - NNW side of

project site and all the values are less than 0.8 µg/m3 and diminish to 0.05 µg/m3 at 10 Km.

Predicted concentration values of SO2 on 24 hourly basis for an estimated emission load

(11.65 g/s) from proposed steam boilers & TFH are shown in Fig. 4.4. The predicted maximum

24 hourly concentration of SO2 is 25.71 µg/m3 at 0.7 Km and varied from 2 to 8 µg/m3 within a

distance of 2 Km from project site. The impact zone covers mainly W- NNW sector in

accordance with predominant winds (E- SSE sector) covers up to a distance of 10 Km and

predicted values varied 0.5 to 2 µg/m3. Accordingly SO2 impact from the proposed project

would be well within the prescribed limits, NAAQS for residential, rural and other areas

during normal operation phase.

For estimated emission load of NOx (7.04 g/s), predicted ground level concentration of NOx

for proposed boilers in the form of isopleths (average 24 hourly) is shown in Fig. 4.5 (up to

10 Km). The NOx predicted maximum 8 values are in the range of 5 to 9 µg/m3 except one

value of 15.16 µg/m3 at 0.7 Km, which is reflected as in SO2. Predicted values are at

downwind distance in W, NW and NNW direction during winter season. Predicted NOx levels

are 1.5 to 5 µg/m3 within a 2 Km from project site and values are diminishes to 0.25 to 1

µg/m3 at distance of 10 Km from project site at downwind side. It indicates that all the



concentrations are well within the prescribed NAAQS for residential, rural and other areas

even after superimposing on existing background level concentration of NOx.

The predicted value indicates that affected area covers at wind ward direction (W - NNW

direction) up to 10 km. The predicted concentration of SO2 is slightly higher when compared with

NOx values and reflecting according to emission load whereas PM for winter season is

insignificant when compared with back ground concentration. Generator sets are only for

standby and will be operated on very rare occasions for short/limited duration due to power

failure. However emissions are taken in to account for prediction in proposed activity.

Attenuation of air pollution by proposed green belt would further mitigate the air pollution

impact to certain considerable extent.

As per MoEF & CC guidelines, prediction is made for 1 hourly and 24 hourly basis for proposed

activity. In the present case, existing activity is negligible when compared with proposed activity.

Obviously predicted 1 hourly average values are high when compared with 24 hourly average

values and these values will be considered only for occupational health point of view, being short

time exposure and occurs at typical meteorological conditions. These values are very low when

compared with occupational health standards. The 8 (eight) maximum values of PM, SO2 and

NOx are reported for proposed Boilers, TFH & DG Sets on 1 hourly and 24 hourly basis and

are presented in Table 4.5.

The post project scenario of PM, SO2 and NO2 levels after super imposing predicted

increments over baseline status at AAQ monitoring locations are well within the limits

(Table 4.6). The prediction results corresponding to PM, SO2 and NO2 as discussed above

indicate that the air quality impacts w.r.t. criteria pollutants exclusively from the proposed

steam Boilers, DG Sets & TFH would be insignificant and post-project status will remain well

within the prescribed NAAQS for residential, rural and other areas, being contribution by

proposed steam boilers are negligible at all receptors location.



Fig. 4.3: Predicted GLC of PM10 in µg/m3– 24 hourly basis (Winter Season)



Fig. 4.4: Predicted GLC of SO2 in µg/m3 – 24 hourly basis (Winter Season)



Fig. 4.5: Predicted GLC of NOx in µg/m3 – 24 hourly basis (Winter Season)



Table 4.5: Predicted Maximum Concentration values in µg/m3 – Proposed

Maximum PM SO2 NOx Distance (km) Direction 1 hr 24 hr 1 hr 24 hr 1 hr 24 hr

1st 16.63 2.44 174.94 25.71 101.14 15.16 0.71 NW 2nd 14.30 1.53 150.73 16.15 88.66 9.40 1.41 NW 3rd 12.83 1.35 135.36 14.25 80.12 8.34 0.5 W 4th 11.40 1.15 120.57 12.16 72.69 7.19 1.12 NNW 5th 11.40 1.08 119.94 11.34 69.54 6.54 1.0 W 6th 11.20 0.88 117.89 9.22 68.61 6.36 2.1 NW 7th 11.17 0.81 117.64 8.60 68.38 5.13 0.5 W 8th 11.02 0.79 115.93 8.34 66.94 4.98 1.8 WNW

Table 4.6: Maximum Incremental and Resultant GLCs

Pollutant Maximum

Incremental Level Maximum Baseline

Maximum Resultant

NAAQ Standard (µg/m3)

(µg/m3) 24 hrs Annual PM10 2.44 55 57.44 100 60

SO2 25.71 8.3 34.01 80 50

NO2 15.16 13.8 28.96 80 40

4.2.3 Impact on Noise Levels

In general any industrial complex has several sources of noise in clusters or single.

These clusters/single sources may be housed in buildings of different dimensions made of

different materials or installed in open or covered sheds. The material of construction implies

different attenuation co-efficient. The major sources of noise pollution are from the proposed

expansion plant is due to stationary sources.

The only noise generating sources are Compressers, Boilers, DG sets, motors and rotating

machinery like pumps / blowers / compressors etc. will be installed with inbuilt acoustic

enclosures.

Low noise and noise reduction will be a part of design specification for all equipment’s. The

limiting noise level of 85-90 dB(A) will be binding for all machinery under inspection and is an

integral part of the routine preventive maintenance. Noise generating units are isolated and

sensitive areas like canteen, administration building and production areas are provided with

enclosure doors. The noise levels at the plant boundary are significantly below 55 dB (A).

There is a considerable distance between the surrounding community and the plant

boundary to effect adequate noise attenuation.

The findings indicate that no significant impacts due to noise pollution are expected, due to

the enhancement in production capacity. Besides this other noise control measures are as

follows:



• Noise attenuating devices like earplugs and earmuffs have been provided to the

workers exposed to high noise level area like Boilers & DG Sets.

• Sufficient green belt (10 m width) is being maintained in & around the plant premises

• Regular monitoring of noise level is being carried out and corrective measures in

concerned machinery are being adopted accordingly.

4.2.3.1 Impact on Community

Greenbelt developed around the periphery of the premises will also act as a barrier

to the propagation of noise from the factory premises. This will further reduce the noise

levels from the generation sources. The cumulative impact of all noise sources at boundary

will be in the range from 50 to 55 dB (A). There will not be much effect on the nearest village

(habitation), which is 1.6 km distance from the project boundary with a thick greenbelt of 10

m width. Hence, no significant impact is envisaged.

It is, therefore, expected that noise level at the plant boundary will be within the prescribed

norms of CPCB due to operation of the proposed expansion project and hence no significant

adverse impact on noise environment is expected.

4.2.3.2 Impact on Occupational Health (Work Zone)

The noise sources include Boilers, Cooling tower, DG sets and compressors etc. It is

observed that noise levels inside the process units will not exceed 65 dB (A). However,

impacts on the working personnel are not expected to be significant, which means that

workers will be exposed for short duration only and that too intermittently. However,

exposure to noise to individual workers will be below 90 dB(A) (for 8 hours shift) because of

use of earmuffs near the noise generation sources.

The noise generation during operation phase would be at source itself through different

measures such as inspection, operation and maintenance at regular intervals. The noise

control measures described in environmental management plan will be followed. The

occupational noise exposure to the workers in the form of 8-hourly time weighted average

will be maintained well within the prescribed Occupational Safety and Health Administration

(OSHA) standards (<90dB(A)). Hence, the impact on occupational health of workers would

be insignificant.

4.2.4 Impact on Water Resources

The proposed expansion project requires additional water for various purposes like

process, washings, boilers, cooling tower, scrubber, Q.C, R&D, domestic and greenbelt

development. The estimated total water requirement after expansion for the production of

APIs and its intermediates of 1728 TPA would be about 863 KLD of which fresh water



requirement is 556 KLD and remaining 307 KLD will be reused/recycled after treatment from

ETP–ZLD in cooling towers and boilers.

There will be no discharge of effluent outside the plant premises, the unit will be a “Zero

Liquid Discharge”. The estimated water requirement, wastewater generation, reuse as well

as water balance after expansion for production unit is presented in Table 4.7.

The fresh water requirement of about 556 KLD (600 KLD) will be met from rain water

harvesting tank within premises and ground water (borewells). The ground water

department, Sangareddy district, Govt. of Telangana acknowledge the application for drawl

of ground water of 863 KLD from existing and additional bore wells within the plant premises.

4.2.4.1 Wastewater Management

The sources of wastewater generation are from the process, floor & reactor

washings, utilities, Q.C, R&D, scrubbers and plant domestic waste. Total proposed

wastewater will be 348 KLD, which will be segregated into Stream- 1 (TDS/COD > 5000

mg/l), and Stream- 2 (TDS/COD < 5000 mg/l) considering TDS / COD concentrations and

collected by gravity into a collection tank separately. These effluents will be pumped to the

RCC lined tanks for storage and neutralization then sent to ETP and treated with ZLD

concept. The effluents segregated quantity with characteristics and treatment flow is briefly

presented in Table 4.8 characteristics of raw and treated effluent are presented in Table 4.9. Schematic treatment flow sheet is presented in Fig.4.6 and water balance in Fig. 4.7. The

ETP units wise existing include up-graded and proposed capacity details are presented in

Table 4.10.



Table 4.7: Proposed Water Balance, Waste Water Generation and Segregation

S. No. Description

Input (KLD) Output (KLD) Segregation type of

Wastewater Disposal Method

Fresh Water

Recycled water

Evaporation / Handling

Loss

Total Wastewater

1 Process (16 Products at a time)

155 -- 5 150 HTDS / HCOD

Segregation, Collection and

Treatment separately in ETP with ZLD System

for reusing the treated effluent in cooling towers /

Boilers.

2

Washings (reactors, centrifuges, nutch filters, containers, floor moping, etc.)

38 -- -- 38 LTDS / LCOD

3 Boiler (Proposed 6,6,10 TPH & Existing 3 TPH)

83 67 100

20 (3.5% Blow

down) LTDS/LCOD 30

(5% MEE - Steam

condensate) (25 % Make up)

4 Cooling Towers 4000TR

-- 240 220 20

(Bleed) LTDS/LCOD

5 DM Regeneration 10 -- -- 10 HTDS/LCOD 6 Scrubber 10 -- 10 HTDS/LCOD 7 Q.C and R&D 10 --- -- 10 LTDS/LCOD

8 Domestic (1500 nos at 50 lpcd)

75 --- 15 60 LTDS/LCOD

9 Gardening (35 acres @ 5 kl/acre)

175 --- 175 --

Total 556 307 515 348

Reuse: Stripper condensate 3 KLD; Moisture in salt and ETP sludge is 4

KLD, Water loss in ETP 34 KLD (Total water loss is 41 KLD = 12%)

863 863



Table 4.8: Effluent Treatment Flow as per Segregation

Effluent Characteristics

Quantity (KLD) Treatment Flow

Process, DM & Scrubber HTDS/HCOD & (HTDS)

HTDS > 5000 mg/l HCOD > 5000 mg/l

170

Collection Equalization Neutralization Settling Holding Steam stripper MEE along with HTDS effluent Condensate to ETP (biological treatment) Concentrate to ATFD ATFD Condensate to ETP (Biological Treatment) along with domestic wastewater (septic tank overflow) Pressure Sand Filter Activated Carbon Filter RO RO rejects to MEE. RO Permeate & MEE Condensate to cooling tower ATFD Salts to HWMP-TSDF and stripped solvents to SPCB authorized cement industries

Washings, Boiler, Cooling Tower, QC &

R&D LTDS/LCOD

LTDS > 5000 mg/l LCOD > 5000 mg/l

118 Collection Equalization Neutralization ETP (Biological Treatment) along with MEE Condensate

Domestic 60 ETP (Biological Treatment)

Table 4.9: Raw and Treated effluent Characteristics with Standards

Parameter Unit Raw Effluent

(Streams) Treated effluent

(Secondary RO permeate)

Standards as per EPA Rules 1986 for

discharge into fresh water body 1 2

pH -- 2 - 12 2 - 12 6 – 8 6.0 – 8.5 Oil and grease mg/l < 20 < 20 Nil 10 COD mg/l > 5000 < 5000 < 50 250 TSS (Total Suspended Solids)

mg/l < 1000 < 1000 < 20 100

TDS (inorganic) mg/l > 5000 < 5000 < 150 2100



Fig.

4.6

: Sch

emat

ic E

fflue

nt T

reat

men

t Sch

eme-

HTD

S/H

CO

D &

LTD

S/LC

OD



Fig.

4.7

: W

ater

Bal

ance

Dia

gram



Existing pre-effluent treatment system will be enhanced with ETP – ZLD system to meet the

proposed effluent quantities. Additional tanks will be constructed / installed above the ground

with water proof lining to meet the proposed effluent quantity. This individual effluent will be

pumped to the RCC lined tanks for storage and neutralization then sent to up-graded ETP-

ZLD of 400 KLD capacity within the plant premises.

The proponent is required to maintain the effluent quality as per standards and with treated

effluents recycled to utilities, there will not be any discharge of treated effluents. Online

monitoring of effluent for the important parameters will help in checking contamination or

surpassing of any set standard. Thereby treated water quality will meet the prescribed

standards. Thus, it can be concluded that there will not be any adverse or negative impacts

on the surrounding environment due to the treated effluents from the industry.

There will not be any discharge of wastewater on the land. Besides, there will be separate

storm water and industrial wastewater closed drains (Pipes) to eliminate chances of mixing

of rainwater with wastewater. Hazardous wastes will be stored, managed and handled as

per hazardous waste rules. All bulk chemicals and fuel storage areas will be provided with

dyke wall / bunds to eliminate chances of any spillages/ leakages entering into the storm

water drain. The surface/ground water quality and soil quality will not exceed the prescribed

standards with implementation of mitigation measures. Therefore, the impact on

surface/ground water quality and soil quality will be insignificant.



Table 4.10: Proposed ETP - ZLD – Unit wise dimensions

Sl. Description of tank No of

Units Status Length (m)

Width (m)

Depth (SWD)

(m)

Liquid Volume

(m3) No

Stream - 1 (HTDS/HCOD) – 170 KLD (200 KLD)

1 Collection Tanks 5 Existing

& Proposed

10 KL each syntex tank near Production blocks 50

2 Equalization/Neutralization tanks 2 New 10 8 3.5 560

3 Flash Mixer 1 New 2 1.5 3 9

4 Primary Clarifier 1 New 10 kl/hr capacity

5 Stripper Feed tank 1 New 8 3 3 72

6 Stripper 1 New 200 KL/Day capacity

7 MEE Feed tank 1 New 4 4 3 48

8 MEE 2 New 250 KL/Day capacity

9 ATFD Feed tank 1 New 4 4 3 48

10 ATFD 1 New 90 KL/Day capacity

Stream - 2 (LTDS/LCOD) – 118 KLD (140 KLD) 1 Oil & Grease Traps 1 New 3 1.5 1.5 6.75

2 Equalization/Neutralization tanks 2 New 10 8 3.5 560

3 Flash Mixer 1 New 1.5m dia 3 5.3

4 Lamella clarifier -2 1 New 7 kl/hr capacity

Domestic Waste water - 60 KLD 1 Collection Tank 1 New 6 4 3 72

Biological Treatment - 348 KLD (400 KLD) 1 Pre Aeration Tank 1 New 6 4 4 96

2 Aeration Tank 2 New 10 6 4 480

3 Secondary Clarifier 2 New 10 kl/hr capacity

4 Holding Tank 1 New 10 8 3.2 256

5 Dual media filter 2 New 10 KL/hr capacity

6 Activated Carbon Filter 2 10 KL/hr capacity

7 RO Feed Tank 1 New 6 4 3.2 77

8 Primary RO - 1 (70% product) 1 New 10 KL/hr capacity

9 HP RO Feed Tank 1 New 6 4 3.2 77

10 HP RO (50% product) 1 New 25 KL/hr capacity

11 HPRO Reject Storage tank 1 New 6 4 3.2 77

14 RO & HP RO Permeate, MEE & ATFD Condensate Storage Tank 2 New 10 8 3.5 560

15 Guard Tank 2 New 10 8 3.5 560

Raw effluent storage tank capacity 1338 KL

Treated effluent storage tank capacity 1046 KL Guard Tank storage tank capacity 560 KL



4.2.4.2 Handling, Storage and Detoxification of Toxic Raw Materials / Effluent

Detoxification and disposal of empty containers / empty polythene bags in the production blocks: Washed with sufficient quantity of water by wearing the PPEs and

repeat the operation till container/bag is clean and pH is neutral. Cleaned container/bag will

be sent to storage area for disposal. Collect the spilled/contaminated water washings and

sent to ETP for treatment.

4.2.5 Impact on Land Use

The proposed expansion will be in the existing plant premises along with extended

land of 42.08 including existing land of 3.26 Ha thus no major change will occur on the land

use pattern of the surrounding villages. Soil is likely to be contaminated by improper disposal

of waste or leakage of any storing tank containing chemicals. The anticipated pollution to soil

environment due to the plant activities is as follows.

• Changes in soil texture due to settling of air borne dust or due to wash off of solid

particulates by surface or ground water. This will lead to change in porosity,

permeability & other such physical characteristics of soil of the area.

• Changes in soil chemistry due to addition of foreign material from polluted air and

water due to plant activities in the area.

Effluent generated will be treated in ETP and no wastewater will be disposed on ground. Any

solid waste or hazardous waste generated are disposed off as per given norms. Proper

mitigating measures like use of efficient pollution control systems, proper stack height, and

use of top soil in plantation results in no significant impact on soil of the core zone. There will

be no impact on soil of the study area located beyond the working area of the project. Soil

samples will be collected and tested at regular intervals for the nearby areas. This will help in

mitigation of any harmful impact on soil due to the plant activity, if any.

The expansion has been proposed in existing and extended premises with an area of 42.08

Ha including existing 3.26 Ha) consist of built-up area, greenery, BT/CC roads area, Parking

area and Open area etc. Hence, there are no R&R issues involved in the proposed project.

About 13.89 Ha (33 %) out of 42.08 Ha land area will be developed as greenbelt.

There is no ecologically sensitive area within 10 Km of radial distance from proposed project

boundary. No wildlife sanctuaries, National parks, Tiger or elephant reserves exist in 10 Km

radius. Also no migration route of avifauna present in 10 Km radius.

No land cutting or filling activity is involved during construction / operation of the plant as the

site is mostly plain land in the extension land and hence the land degradation is not

envisaged.



4.2.5.1 Impact on Soil

The soil at the project site and in the study area predominantly consists of Black with

clay loam and loam soils. These black cotton soils are sticky in nature. Thickness of soil at

the plant site is around 0.5 to 2.0m. These soils have high water retention capacity. Any

chemical leakages and spill overs, over the black soil will remain for longer time due to slow

leaching than the red soils. The expansion will be in existing plant premises along with

extended land. Spillages such as wastewater / solid wastes / raw materials are expected

/possible and the risk of this would be limited to within the premises of the manufacturing

facility. A precautionary measure like spillage control management is practiced in the

industry. Hence, there is no impact on the top soil.

The Hazardous / solid waste generated will be stored in the covered area till it is disposed

to the SPCB authorized TSDF / Cement industries. Hence, apart from very few localized

construction impacts at the plant site, no significant adverse impact on soil in the plant

premises area is anticipated.

4.2.5.2 Impacts due to Hazardous / Solid Waste Generation

All process waste is considered as Hazardous waste and segregated into process

organic residues, Inorganic salts and Spent Carbon. The organic residues and spent carbon

disposed to cement units for use as alternate fuel either in the solid or liquid form as

recommended by CPCB (Annexure-XLIII). Inorganic salts are sent to landfill at TSDF,

Dundigal for incineration. The agreement with TSDF enclosed at (Annexure-XLIV). Solid

waste generated from the different sections of proposed APIs & its intermediates

manufacturing plant is presented in Table 4.11. Hazardous / Solid waste will be segregated,

detoxified and collected in the HDPE drums / bags and will be stored in the covered and

raised platform with leachate collection system till its disposal. Boiler ash will be sold to brick

manufacturers. All wastes including hazardous & non-hazardous wastes will be disposed

through the method approved / permitted by the regulatory authority.

Hence, impacts on land due to the solid / hazardous waste are not envisaged. In addition to

these mitigation measures, proponent will be dedicated to maintain healthy greenbelt, which

can have beneficial impact to land use, land cover and for prevention of erosion of topsoil.



Table 4.11: Hazardous / Solid Waste Generation, Handling and Disposal

Sl. No. Source

Proposed Quantity

(TPD) Handling Method Disposal

1. Organic residue 13.5

HDPE Drums

Sent to SPCB Authorized Cement industries / TSDF

2. Spent Carbon 0.45

3. Distillation Bottom Residue (1% of spent solvents)

2

4. Inorganic & Evaporation salt (Process) 20.5

HDPE Bags 5. Evaporation salt (Non-Process)

1.5

6. ETP Sludge 0.5

7. Boiler Ash 41 Stored in covered area

Sold to Cement Brick Manufacturers

Other Hazardous Waste generation from the Plant

8.

a) Detoxified Container / Liners drums b) HDPE Carboys c) Fiber Drums

500 Nos./

month Designated covered area

Disposed to SPCB Authorized agencies after

complete detoxification d) PP Bags 200

Kg/month

9. Spent solvents (with moisture) (solvents 70 + water 5 )

75 KLD Stored in Drums / Tanks

Sent to In-house Solvent Recovery System

10. Recovered Solvents from spent solvents 65 KLD


Recovery within the premises duly sending the

residue to Authorized agencies

11. Spent Mixed solvents (5 from SRS + 3 from ETP) 8 KLD


Recovery within the premises / Sent to SPCB

Authorized agencies

12. Waste oils & Grease 3 KL/A Stored in Drums

Sent to SPCB Authorized agencies for reprocessing

/ recycling.

13. Used Lead acid Batteries 50 Nos. / annum

Designated covered area

Sent to suppliers on buy-back basis.

14. Misc. Waste (spill control waste) 12 TPA Stored in

Drums TSDF

15. Spent Catalyst 1 TPD Stored in Drums

Sold to suppliers on buy-back basis.



Table 4.11 contd.,: Non-Hazardous Waste Generation, Handling and Disposal

Sl. No.

Name of the waste Quantity (TPD)

Quantity (TPA)

Handling Disposal option

1. Used Insulation waste, PVC Scrap, HDPE & PP scrap, Paper waste, Used Thermocouple waste, Glass scrap, Iron scrap, SS scrap, Aluminium & other Metal Scrap, Cotton waste (used aprons/ uniforms, etc.), Packing wood etc.,

0.5 180 Storage yard

Sent to outside agencies for recycling

2. Kitchen waste 0.2 72 HDPE Drums

Composted on site and reused for green belt

Table 4.11 contd.: Biomedical Waste and E- Waste Generation, Handling &

Disposal

Sl. No. Name of the waste Quantity

(kg/day) Quantity

(TPA) Disposal option

1.

Category : Yellow (h) Decontaminated media from Microbiology Lab

20 7.2

Pre-treat to sterilize with non-chlorinated chemicals on-site as per BMW Rules

and sent to PCB authorized agency for incineration.

2.

Category: White Waste sharps from OHC (Needles, syringes, scalpels, blades, glass, etc.)

0.1 0.036 Autoclaving and sent to PCB authorized agency.

3.

Category : Yellow (c) Soiled Waste from OHC (cotton, dressings, soiled plaster casts, other material)

0.3 0.108 Sent to PCB authorized agency for incineration.

4. E – waste 10 3.6

Sent to authorized E-waste collection centres/

registered dismantlers / authorized recyclers/ return

back to manufacturers.

4.2.6 Impact on Terrestrial and aquatic ecology

Prediction of impacts is based on the direct and indirect; short-term as well as long-

term; reversible and irreversible impacts that are most likely to occur owing to the proposed

industrial activity during operation. The following ecological factors that are considered most

significant as far as the impact on flora and fauna are concerned:

• Reduction in species diversity.

• Habitat loss or fragmentation.

• Additional risk or threat to the rare or endangered or endemic or threatened (REET)

species.



• Impairment of ecological functions such as (i) disruption of food chains, (ii) decline in

species population and or (iii) alterations in predator-prey relationships.

As there are no REET species in the study area, the proposed project will not pose any

threat to local flora and fauna. No direct or indirect damage is expected to the flora and

fauna of the buffer zone. As the industry is required to maintain the emission levels and

treated effluents within the limits specified by the CPCB / TSPCB, the effects of the industry

on the flora and fauna of the buffer zone will be negligible. As the liquid effluent is treated in

ETP – ZLD system, treated effluent will be recycled to utilities. Hence, wastewater from the

industry will not get in to the drinking water resources. Further tall, wind resistant and

evergreen trees will be grown in the green belt to act a wind break. Hence, the anticipated

environmental impacts on the flora and fauna of the study area are negligible and easily

reversible if any. It will not create any kind of environmental stress to the local flora and

fauna.

4.2.7 Impact on Socio-economic Environment

Invariably all industrial development projects lead to some change in quality of life in

the respective regions in the form of increased business potential, subsequent (supportive)

industrial & infrastructure development leading to opening up of employment opportunities

as well as avenues for livelihood (direct as well as indirect). The requirements of workforce

for industrial activities also result in demand for housing, communication facilities, education,

health and recreational facilities thus contributing to changes in the quality of life in the

vicinity of project. Such type of development will also lead to environmental pollution

impacts, unless they are mitigated / controlled at the source through proper environmental

management plan. Some of these impacts would be more effective in the immediate vicinity

with short term effects, whereas the others would be higher order or of long term in nature. It

is necessary to identify the extent of these impacts for further planning of control measures

leading to mitigation of the adverse impacts.

4.2.7.1 Potential Socio-economic Impacts during Operation Phase

For the community benefit M/s AVR Organics has been taking several welfare

measures to develop various amenities in an effort to improve the standard of living in the

vicinity of the proposed project.

Positive Impacts

• No Land loosing PAPs / PAFs.



• There is a scope for increase in job opportunities during the construction as well as

operation phases for the qualified and skilled as well as unqualified and unskilled

people in the study area.

• Proposed project expansion facility will generate direct and indirect employment to

scores of local people. About 1500 employees (including existing of 40 nos.) will be

benefitted due to the proposed project. About 1000 nos. will be direct and 500 nos.

will be indirect employees.

• Qualified human resource available in the surveyed 7 villages (Maddikunta,

Sadasivpet, Kambalpalle, Siddapur, Thangadpalle and Regenthal) nearby the

proposed project. Around 500 to 550 persons are qualified with 10th to Degree, ITI-

welders, electrical, engineering and Computers.

• Locally available skilled and semi-skilled persons will be given preference in

employment.

• Startup/develop ancillary industries surrounding the industry.

• Increase in demand of services includes public transport, hotels, tea and tiffin centers

kirana and general stores, medical and health, education, etc. As a result increase

indirect employment for the surrounding villagers of the industry.

• Rising of home rents, land prices, business activities in labour rates will be increased

in nearby villages of the study area.

• Strengthening the infrastructure like roads, road/traffics signals, street lights, power

supply, water distribution network, schools, healthcare and recreation etc.

• Rapid growth of service sector will result in increase of income in the study area.

Negative Impacts

• Air quality, ground water quality, soil quality, and noise levels may be marginally

increased/disturbed which may result in health problems, if necessary pollution

control measures w.r.t air, water and hazardous waste are not properly planned and

implemented.

• Increased influx of vehicular traffic putting pressure on road connecting to National

Highway-65 is at a distance of 3.5 km (NNE)

4.2.8 Impact on Health

Adequate air pollution control preventive and corrective measures, effluent treatment

plant on zero liquid discharge concept and noise control measures will be taken in the

proposed project as per the regulatory standards. The environmental management and

emergency preparedness plans are proposed to ensure that the probability of undesired

events and consequences are greatly reduced, and adequate mitigation is provided in case

of an emergency.



4.2.8.1 Impacts on Public Health and Safety

The wastewater generated from the industry will be treated in ETP and reused. Zero

liquid discharge concepts will be followed. No significant impacts on ambient air, water and

soil quality are predicted. Employees working in high noise work places would be provided

with PPEs like ear plugs/ear muffs for ensuring minimum impact on human health.

Hazards caused due to plant activities to the workers are known as occupational health

hazard. Industrial activity involves the use of machinery, tools, equipment and process along

with manpower. Such activity can pose a plethora or potential danger to man, machine and

production, if due care and attention is not given to safety. Chemical industries experiences

risk of a number of hazards inherent to the manufacturing process. Some examples of such

hazards are:

• Exposure to hazardous chemicals.

• Physical Hazards.

• Industrial hygiene issues.

• Others.

Working in the industry involves all above risks but proper safety measures are taken by

project proponent for preventing any accident and safeguarding the workers life. Safety

Management system of AVR Organics involves following elements:

• Safety work practices.

• Safety Training.

• Safety committee.

• Incident investigation and analysis.

• In-house rules and regulations Safety promotion.

• Contractors control.

• Safety Inspections.

• Maintenance programs.

• Risk Analysis.

• Hazardous substance control.

• Emergency preparedness.

• Occupational Health program.

• Management Review.

The increase in staff strength will be about 1500 both direct and indirect employees. The

present occupational health centre will be strengthened to meet the requirements of

increased staff. Industry will be evaluating the specific health status of worker during pre-



placement and regularly on annual basis for employees of all departments as per pre-

placement medical check-up format including various diagnostic services.

4.2.9 Impact on Transportation and Public Amenities

The impact of economic development on civic amenities will be substantial. The area

has already experienced a good network of roads and communication. Most of the villages

have been electrified during the last decade. Although the level of existing communications

and support services in the area are adequate, expansion of the proposed unit would further

strengthen these services. Hence, it can be said that the proposed expansion project will

have a positive impact on the study area.

There will be addition of 4 staff bus with capacity of 50 employees run to and from to the

plant site to bring employees to the industry and take back to their home. About 50 two

wheelers, four wheelers about 20 and trucks with different capacity are around 40 nos. will

be expected after expansion. Industry earmarked the adequate parking area for the above

vehicles separately. The fleet increase will be marginal and impact will be negligible since

NH65 is at 3.5 Km to the project site.

4.2.10 Impacts on Cultural Resources

There is archaeological monument place Ramalingeswara Temple at

Nandikandi village which comes under the study area at the radial distance of 6.8 Km (NE)

located in NH65 between Sadasivpet to Hyderabad. Impact due to expansion of industry is

not envisaged.

4.3 Summary

M/s AVR Organics provides a safe working environment to its employees. Proper

measures are being taken to ensure occupational safety. Work zone environmental

monitoring is done to find out presence of VOC/Solvents. Pre-employment and periodical

medical examination is done for the workers. Care for personal hygiene for workers is taken.

First aid treatment facility with trained staff is available all the time on the site. Proponent has

tie-up with local hospital and proposing ambulance facility for immediate action in case of

any accident. Though industry involves occupational health hazards like other industries but

proper management and strategy help minimize the risk and provides safe working

environment. The summary of anticipated adverse environmental impacts and the mitigation

measures are presented in Table 4.12.



Table 4.12: Summary of Anticipated Impacts and Mitigation Measures

Discipline Potential Impacts

Probable Source

Mitigation Measures

Remarks

Air Quality Increase in SO2, NOx, & PM level in ambient air

Coal fired boilers/TFH and DG sets.

For control and better dispersion, Multi cyclone separator, Bag filter for Coal fired Boilers with 40/30 m stack height respectively and Multicyclone separator with 30 m stack height for coal fired TFH. 8-11m height stack for DG sets.

Maximum short term ground level concentration (GLC) of PM, NOx and SO2 are well within the prescribed standards.

Increase in SO2,NO2 HCl, HF, HBr and Mono methyl amine, Methylene Chloride level in ambient air

Process Scrubbers

Gaseous emissions are scrubbed with suitable solution in dual scrubbers. The scrubbed solutions are sent to ETP for treatment.

Regular maintenance and monitoring to check the emissions within limits.

Increase in SPM in ambient air

Coal & ash handling areas, internal roads, Vehicular traffic

Coal and ash are to be handle in closed areas / Silos and reducing the manual handling. All roads in the plant area are paved with concrete / black top to reduce dust emission.

Regular maintenance and monitoring to check the fugitive emissions. Daily cleaning of the roads will help to reduce the fugitive emissions.

Terrestrial Ecology

Impact on plant species

Gaseous emissions

Emissions will be controlled by installation and operation of suitable Air Pollution Control devices as well as dispersed through appropriate height of stack

Required emission control measures will be installed and monitor regularly. Develop and maintain greenbelt along the boundary.

Aquatic Ecology

Impact on surface and ground water resources

Effluent from industry

Effluent will segregated and sent to ETP – ZLD for treatment. Treated effluent will be recycled into utilities.

Industry will be operated ETP with zero liquid discharge facility and online monitor the treated effluent and regular monitoring on daily basis.

Water Quality

Deterioration of surface/ ground water quality

Effluent from industry

Noise Increase in noise levels in the plant area

Boilers, DG sets, compressor, Pumps etc.

DG sets are equipped with acoustic enclosures. Compressors, Pumps etc., are procured to conform to noise levels prescribed by regulatory

Regular maintenance and monitoring to check the noise levels within limits.



Discipline Potential Impacts

Probable Source

Mitigation Measures

Remarks

agencies. Green belt along the project periphery would further help in attenuating noise.

Land

Change in land use pattern

Setting up of industrial plant

Expansion is in existing plant and extended premises.

--

Impacts on soil and ground water due to discharge of organic waste

Effluent / Hazardous waste / chemicals

Effluent treatment plant will be in dykes to control the spills if any and are routed to collection tanks. Hazardous waste is stored in designated raised covered area, which will be handled carefully and sent to Authorized Cement industries / TSDF. Hazardous chemicals are stored in designated covered area, which will be handled carefully. Only authorized trained personnel will handle the Hazardous chemicals.

Daily monitor around the ETP / Hazardous waste storage areas for any spillages etc., and rectify immediately and improve the awareness to the workers to handle safely without spillages. Hazardous waste disposal through 7 copy manifest system if sent to TSPCB authorised agencies for incineration or as alternate fuel / land fill.

Contamination due to storage of chemicals and disposal of wastes

Improper storage of chemicals and disposal of hazardous wastes

Safe storage facility for chemicals fuels and waste. Spill kit will be provided at prominent places. Regular training & awareness to the workers for safe handling of chemicals without spillage.

Demography and Socio-economics

Strain on existing amenities like housing, water sources and sanitation, medical and infrastructure facilities

Influx of people of plant employees / contractor’s employees/ Labourers

Community development activities are being taken up as part of ESC activities to minimise any adverse effects.

Regular employees meet through community Games / Sports etc., and develop Yoga centre to relief the strain

Chapter 5 Analysis of Alternatives

AVR Organics Pvt. Ltd. – EIA Report Chapter 5: Analysis of Alternatives


Chapter 5

Analysis of Alternatives

5.1 Analysis of Alternative sites

M/s AVR Organics Pvt. Ltd., proposes to expand its API Intermediates manufacturing to

APIs & its intermediates manufacturing with R&D facility dropping existing products and

proposing 73 products out of which any 16 campaign products will be manufactured in 2

phases (Phase-1: 60% production Capacity & Phase-2: 40% production capacity) to produce

1728 TPA from existing 4040 TPA in the existing and additional extended land (towards S & W

directions) of 42.08 Ha (104 Acre) including existing land of 3.26 Ha (8.05 acre). The project

site is located in Sy. Nos: 11, 12, 13 of Yawapur village & 233, 233 E2, 261, 261AAE, 262, 262

AAE, 267, 267 A2, 267E, 276, 276AA, 276 E, 276/A/1, 278, 279 AA, 280, 280A, 281, 281AA,

281 VU, 285, 285E, 287, 287A1, 288, 288A, 289, 290, 290/VU, 291 & 291/A of Maddikunta

villages of Sadasivapet Mandal, Sangareddy district, Telangana State.

The proposed expansion site is well connected to National Highway (NH-65) – Mumbai

Highway (Previously NH-9) through Sadasivpet to Mominpet Village Road, Rail and Air with

Hyderabad. This is existing unit and proposed expansion activity is in the additional extended

land of 42.08 Ha (104 Acre) from existing 3.26 Ha (8.05 acre). Hence, Alternate sites are not

considered. Supporting facilities include skilled manpower is available in abundance since

plant is near to Sangareddy - District Head Quarter and also near to the city of Hyderabad. Rehabilitation and Resettlement is not applicable to this project site as the expansion site is an

agricultural land. Land is in possession of project proponent.

Environmental considerations for proposed expansion project site are as under:

• Existing industry is going for expansion in extended land.

• There are no rare or endangered or endemic or threatened species of animals or birds.

• Land is in possession of project proponent.

AVR Organics Pvt. Ltd. – EIA Report Chapter 5: Analysis of Alternatives


• Proposed project expansion is in extended premises of 42.08 Ha (104 Acre) including

existing land of 3.26 Ha (8.05 acre) and the expansion site is an agricultural land and

doesn’t involve R&R issues.

• Nearby Village is Maddikunta village -1.6 Km (NW); Sadasivpet – 2.3 Km (NNE) (Mandal

Headquarters);Yawapur revenue village of Siddapur gram panchayat is at 3.1 Km (ENE)

and Sangareddy (District Headquarters) – 14.3 Km (ENE).

• No pond exists within < 1.5 Km from the project site.

• Nandivagu Reservoir - 6.1 Km (S); Peddavagu Near Gudipalli – 3.85 Km (SSW)

Nandivagu near Kambalpalli – 2.7 Km (SE); Sadasivpet Cheruvu – 1.27 Km (NNE)

Gangakatva Vagu near Kulkonde – 7.92 Km (WSW); Enkepalle cheruvu - 5.67 Km (NNE)

Milgirpet Cheruvu - 3.96 Km (WNW); Gangakatva Vagu near Highway – 4.65 Km (NW)

• There is no National Park or Wild life Sanctuary or Eco-sensitive area within 10 Km

radius.

• Transportation and Communication network exist with NH-65 at 3.5 Km (NNE) and

Hyderabad ORR at 33 Km (ESE).

• Good Communication network exist.

• Topographically, the project site is plain with gentle slope.

• Proximity of National Highway (NH-65) Mumbai Highway (Previously NH-9) connecting

the state capital Hyderabad (Telangana) for transportation of raw materials and

manufactured products.

• Availability of infrastructure facilities.

Chapter 6 Environmental

Monitoring Plan

AVR Organics Pvt. Ltd. – EIA Report Chapter 6: Environmental Monitoring Program

6.1 KKB Envirocare Consultants Pvt. Ltd., Hyderabad

Chapter 6

Environmental Monitoring Program

[[

6.1 Introduction

Regular monitoring of environmental parameters is of immense importance to assess

the status of environment during plant in operation. With the knowledge of baseline

conditions, the monitoring programme will serve as an indicator for any deterioration in

environmental quality due to operation of the expansion project, to enable taking up suitable

mitigation steps in time to safeguard the environment. Monitoring is as important as that of

control of pollution since efficiency of control measures can only be determined by

monitoring.

The baseline study is carried out for winter season. Hence, post - project monitoring

programme of the environmental parameters is essential to take into account the changes in

the environmental quality to ascertain the following:

• State of Pollution within the plant site and in its vicinity.

• Generate data for predictive or corrective purpose in respect of pollution.

• Examine the efficiency of air pollution control system adopted at the site.

• To assess environmental impacts.

Monitoring will be carried out at the site as per the norms of CPCB. Environmental Monitoring

Programme will be conducted for various environmental components as per conditions

stipulated in Environmental Clearance issued by MoEF&CC for the proposed project &

Consent to Operate issued by TSPCB. Six monthly compliance reports will be submitted on

regular basis to MoEF&CC, Regional Office, Chennai on 1st of June & 1st of December of

every year. Half yearly compliance Report for conditions stipulated in Consent to Operate will

be submitted to SPCB on regular basis.



6.2 Environmental Management System

In order to maintain the environmental quality within the standards, regular monitoring

of various environmental components is necessary. The company will upgrade the full-

fledged environmental management cell (EMC) reporting directly to EHS Manager for

environmental monitoring and control. The EMC team takes care of pollution monitoring

aspects and implementation of control measures.

A group of qualified and efficient engineers with technicians is deputed for maintenance, up-

keeping and monitoring the pollution control equipment, to keep them in working at the best

of their efficiencies. For effective and consistent functioning of the plant, the Environmental

Management System (EMS) at the site will be strengthened further with the following:

Environmental management cell covering EHS (Environment, Health & Safety) team:

Environmental Monitoring

Personnel Training

Regular Environmental Audits and Corrective Action Plan

Documentation – Standard operating procedures, Environmental Management plans

and other records

6.2.1 Environmental Management Cell Responsibilities

It is necessary to have a permanent organizational set up charged with the task of

ensuring its effective implementation of mitigation measures and to conduct environmental

monitoring. The major duties and responsibilities of Environmental Management Cell will be

as under:

• To implement the environmental management plan (EMP).

• To ensure regulatory compliance with all relevant rules and regulations.

• To ensure regular operation and maintenance of pollution control devices.

• To minimize environmental impacts of operations by strict adherence to the EMP.

• To initiate environmental monitoring as per approved schedule.

• Review and interpretation of monitored results and corrective measures in case

monitored results are above the prescribed standards.

• Maintain documentation of good environmental practices and applicable

environmental laws for ready reference.

• Maintain environment related records.

• Coordination with regulatory agencies, external consultants, monitoring laboratories

• Organising meetings of the Environmental Management Committee and reporting to

the committee



To improve the capacity building of the Environmental Cell, as a part of the management

hierarchy a separate cell has been created in the form of Senior Manager-Environment,

Health & Safety (EHS) who is assisted by 4 Managers, Supervisors/Chemists,

Operators/workmen and Indirect/contract workers. Environment Executive will be for

documentation, procedures & compliances. The Organizational Structure of Environmental

Health and Safety is presented in Fig. 6.1.

The Sr. Manager, EHS is fully responsible for the Occupational health & safety (OHS)

aspects of the employees, workers and will be assisted by Manager who monitor the on-site

& off-site emergency teams and assisted by the Executive for compliances of OHS norms.

Any non-compliance/violations witnessed by any employee in the organization can directly

communicate the same to the Sr. Manager-EHS, who will assess the serious and not so

serious violations /non-compliances and will communicate to the Director.

Any non-compliances/violations of serious nature will be addressed by the Director to

Managing Director will consult with the directly involved officials and will report to the Board

of Directors of the company. The primary focus is to comply with the regulations and work

out on action taken report to be placed before the Board of Directors. Similarly a preventive

action for non-recurrence of such violations/non-compliances will also be worked out and

strict monitoring will be done by the Management for implementation of the same.

Fig. 6.1: Organization Structure of Environment, Health and Safety

Managing Director

Environment Executive (2 nos.)

Manager Environment Operation & OHS (4 nos.)

Director

Executive / Operators (12 Nos.)

Sr. Manager-EHS

Helpers (12 Nos.)



6.3 Environmental Monitoring and Reporting Procedure

Monitoring may take the form of direct measurement and recording of quantitative

information, such as concentrations of discharges, emissions and wastes, for measurement

against corporate or statutory standards, consent limits or targets. It may also require

measurement of ambient environmental quality in the vicinity of a site using

ecological/biological, physical and chemical indicators. Monitoring may include socio-

economic interaction, through local liaison activities or even assessment of complaints.

Monitoring will also be required to meet compliance with statutory and corporate

requirements. Finally, monitoring results will provide the basis for auditing.

6.3.1 Objectives of Monitoring

The objectives of environmental post-project monitoring are to:

• Verify effectiveness of planning decisions.

• Measure effectiveness of operational procedures.

• Confirm statutory and corporate compliance and

• Identify unexpected changes.

6.3.2 Monitoring Schedule for Construction and Operation Phases

Environmental monitoring schedules are prepared covering various phases of project

advancement, such as construction and operation phases.

Construction Phase

The proposed expansion project envisages setting up of additional buildings and

machinery, establishment of production and storage facilities. The construction activities are

expected to last for about one year. As there are no major construction activities for the plant,

simple and generic environmental monitoring measures that need to be undertaken during

project construction stage are given in Table 6.1.

Table 6.1: Environmental Monitoring during Construction Phase

Sl. No.

Potential Impact Action to be Followed Parameters for

Monitoring Frequency of

Monitoring 1. Air

Emissions All equipment’s are operated within specified design parameters

Random checks of equipment logs/ manuals

Monthly

Vehicle trips to be minimized to the extent possible

Vehicle logs Monthly, during site clearance & construction activities



Sl. No.



Monitoring Any dry, dusty materials stored in sealed containers or prevented from blowing

Absence of stockpiles or open containers of dusty materials.

Monthly during construction activities

Ambient air quality within the plant premises of the unit to be monitored

Ambient air quality will conform to the standards for parameters mentioned in EC.

As per CPCB/ SPCB requirement or on monthly basis

2. Noise levels List all noise generating machinery onsite along with age to be prepared. Equipment to be maintained in good working condition.

Equipment logs, noise reading

Regular during construction activities

Night working is to be avoided.

Working hour records

Daily records

Generation of vehicular noise

Maintenance of records of vehicles

Daily records

Implement good working practices (equipment selection and siting) to minimize noise and also reduce its impacts on human health (ear muffs, safe distances, and enclosures).

Site working practices records, noise reading

Periodic during construction activities

No machinery running when not required. Acoustic mufflers / enclosures to be provided in large engines

Mufflers / enclosures will be in place.

Prior to use of equipment.

Noise to be monitored in ambient air within the plant premises.

Spot Noise recording

Monthly and as and when required

All equipment’s operated within specified design parameters.

Random checks of equipment logs/ manuals

Periodic during construction activities.

Vehicle trips to be minimized to the extent possible.

Vehicle logs. Monthly during construction activities.

3. Wastewater Discharge

No untreated discharge. Discharge hoses will be connected to collection tank of ETP.

Periodic during construction Activities.

4. Soil Erosion Minimize area extent of construction site by staying within the defined boundaries.

Construction site boundaries not extended / breached as per

Periodic during construction activities



Sl. No.



Monitoring planned document.

5. Waste Management

Implement waste management plan that identifies and characterizes every waste arising associated with proposed construction activities and which identifies the procedures for collection, handling & disposal of each waste arising.

Follow as per waste management plan.

Periodic check during construction activities.

6. Non-routine events and accidental releases

Plan to be drawn up, considering likely emergencies and steps required to prevent/limit consequences.

Mock drills and records of the same.

Periodic during construction activities.

7. Health Employee and migrant labour health checkups.

All relevant parameters including HIV.

Regular checkups.

8. Flora and fauna

Vegetation development as per CPCB guidelines

No. of plants, and species.

During site clearance and as applicable

Operation Phase

During operation stage of the project, air emissions from process areas, Boilers, DG

sets, thermic fluid heaters, liquid effluents, hazardous and non-hazardous waste generation

is envisaged. The following attributes which merit regular monitoring based on the

environmental setting and nature of project activities are listed below:

• Source emissions and ambient air quality.

• Work zone monitoring for VOCs/solvents in air

• Groundwater levels and ground water quality in bore wells.

• Raw and ETP treated effluent characteristics.

• Hazardous and solid waste characterization (process hazardous waste, ash, oily

wastes, ETP sludge, used and waste oil).

• Soil quality.

• Noise levels (equipment and machinery noise levels, occupational exposures and

ambient noise levels) and

• Ecological preservation and afforestation.

Monitoring Schedule: Details of the Post - Project Environmental Monitoring schedule,

which will be undertaken for various environmental components, are detailed below:



Sl. No. Description Frequency of Monitoring

1. Ambient Air Quality at Plant site Once in a month for required NAAQ

parameters at 3 locations with 1 upwind, 1 downwind as per GLC and at plant site.

2. Ground Water Quality Half Yearly

3. Noise Level Monitoring Monthly

4. Soil Quality Yearly

5. ETP Raw & Treated Daily 6. Utilities Stack/Scrubber Monthly

Methodology Adopted: Post project monitoring will be carried out as per conditions

stipulated in Environmental Clearance Letter issued by MoEF&CC and Consent to Operate

issued by TSPCB as well as according to CPCB guidelines. The plant site is considered as

core zone and the area lying within 10 km radius from the plant site is considered to be the

buffer zone. In the Buffer zone slight impact may be observed and that too is occasional.

Post -project monitoring programme is presented in Table 6.2.

Table 6.2: Environmental Monitoring Plan during Operation Phase

Sl. No.



Monitoring 1. Air

Emissions Stack emissions from process stacks to be optimized and monitored.

Gaseous emissions as applicable from the scrubber vents

Monthly with CPCB recommended methods.

Stack emissions from Boiler, and DG sets to be monitored

Gaseous emissions (PM, SO2, NOx)

Monthly with CPCB recommended methods

Ambient air quality within the plant premises of the proposed expansion unit and nearby habitations to be monitored. Exhaust from vehicles to be minimized by use of fuel efficient vehicles and well maintained vehicles having PUC certificate.

Ambient air quality for required parameters will conform to the standards for NAAQ parameters (MoEF circular dated 16-11-2009) and VOC Vehicle logs to be maintained

Monthly in Industry and nearby habitants with CPCB recommended methods.

Measuring on-site data of Meteorology

Wind speed, direction, temperature, relative humidity and rainfall.

Continuous monitoring using auto weather station during operation phase

Vehicle trips to be minimized to the extent possible

Vehicle logs Daily records



Sl. No.



Monitoring 2. Noise

Levels Noise generated from operation of boiler/cooling towers to be optimized and monitored at 3 locations within plant and 2 locations outside plant). Noise generated from operation of DG sets to be optimized and monitored

Spot Noise Level recording; Leq(night) & Leq(day)

Regular and Monthly

Generation of vehicular noise

Maintain records of vehicles

Monthly

3. Wastewater Discharge

Segregated effluent Stream wise (2 streams)

ETP-ZLD performance will be monitored for raw and treated effluent characteristics for reuse of treated effluent. Basic parameters like pH, TSS, TDS, COD, Oil & grease

Daily with internal lab and monthly from authorized lab

In-house ETP treated Effluents reuse in Cooling Towers

pH, TDS, COD and Temperature etc.

Daily and Online continuous flow meter monitoring system sensors for treated effluent.

4. Drainage and effluent Management

Ensure closed drainage system connecting to ETP collection tanks and specific design measures are working effectively.

Visual inspection of drainage and records thereof

Daily

5. Water Quality

Ground water quality surrounding plant site

Comprehensive monitoring as per BIS 10500-2012.

Quarterly

6. Work zone air quality

Contaminants such as VOCs to be reduced by providing adequate ventilation

Indoor monitoring of VOCs.

Online continuous VOC monitoring system with alarm system and Daily at all process and storage areas.

7. Hazardous / Solid Waste Management

Implement waste management plan that identifies and characterizes every waste arising associated with proposed activities and which identifies the procedures for collection, handling & disposal of each waste arising.

Records of solid waste generation, storage and disposal

Periodic during operation phase



Sl. No.



Monitoring 8. Soil quality 3 locations within plant

site, solid waste storage area, near production block and ETP area

Physico-chemical parameters and Heavy metals.

Half yearly

9. Occupational Health

Employees and migrant labour health check -up

All relevant parameters including HIV

Once in a Year

• Comprehensive Pre-employment medical checkup for all employees. • Medical examination will be done for all the employees once in a year. • Tie up with local hospitals and Govt. health monitoring system will be

engaged during emergency. • Dispensary and ESI facility will be provided to all workers as applicable • All safety gears will be provided to workers and care will be taken by

Environmental Management Cell (EMC) that these are used properly by them. All safety norms will be followed.

6.4 Location of Monitoring Stations

Location of the monitoring stations will be selected on the basis of prevailing micro –

meteorological conditions of the area like; Wind direction & Wind speed, Relative Humidity,

and Temperature. Post project air quality monitoring will be carried out at plant site and 2

locations (one each in upwind and downwind direction) to asses’ ambient air quality of the

area. Major surface water bodies and ground water quality monitoring will be carried out.

Regular monitoring of noise will be done to control noise levels at plant site. Soil quality will

be tested of the plant site area regularly to keep check on any leakage in storing hazardous

waste. Locations for the post project monitoring will be as under:

Sl. No. Description Location of Monitoring Station

1. Ambient Air Quality Plant site, Villages in upwind & downwind direction (with Max. Ground level concentration) from the plant site

2. Noise Level Monitoring Plant Boundary, High Noise generating areas within the plant boundary

3. Water Quality Borewells in the plant site and from Nearby ground water sources

4. Soil Quality At plant Site and Nearby area

6.5 Monitoring and Data Analysis

6.5.1 Air Quality Monitoring and Data Analysis

Stack Monitoring: The emissions from all the stacks will be monitored for exit gas

temperature, velocity and pollutant concentrations. Any deviation from the design criteria will

be thoroughly examined and appropriate correction will be initiated. Air blowers will be

checked for any drop in exit gas velocity.



Work Zone Monitoring: The concentration of air borne pollutants in the workspace/work zone

environment will be monitored periodically. If concentrations higher than threshold limits are

observed, the source of fugitive emissions will be identified and necessary measures taken.

Industry has to install Online VOC analysers at various locations in the plant premises with

alarm facility. In addition to this, Industry is monitoring the ambient air quality (AAQ), Stack

emissions monitoring at Boilers, DG sets, effluent treatment at various stages of treatment,

Noise levels, VOC within plant premises from time to time with the help of third party

laboratory. The industry has established in-house laboratory to monitor the effluent

parameters and also equipped with portable instruments to measure VOC/sound levels etc.

Ambient Air Quality Monitoring: The concentrations of relevant parameter of NAAQS and

VOC in the ambient air will be monitored at regular intervals. In case of any excess

concentration in the ambient air quality due to the proposed production enhancement,

proponent will take necessary action and follow the air pollution control measures. Greenbelt

will further be developed for minimising dust propagation.

6.5.2 Water and Wastewater Quality Monitoring and Data Analysis

To ensure a strict control over the water consumption, flow meters will be installed for

existing and proposed facilities for all major inlets in expansion. All leakages will be identified

and rectified. In addition, periodic water audits will be conducted to explore possibility of

water conservation.

Industry will analyse the basic parameters and the procedures prescribed in "Standard

Methods for Examination of Water and Wastewater" prepared and published jointly by

American Public Health Association (APHA), American Water Works Association (AWWA)

will be followed for all the parameters of monitoring.

Groundwater Monitoring: The monitoring of groundwater is the most important tool to know

the variations from the baseline study. This is indispensable as it provides detection of the

presence of waste constituents in ground water in case of leachate migration. In this project,

chances are very less for leachate as the total effluent is segregated and is sent to ETP –

ZLD and the treated effluent is reused in cooling tower makeup. Also all ETP tanks are

constructed above ground and all ETP area is paved with Cement Concrete with dyke walls

to route the spillages if any to effluent collection tank. The water samples from the bore wells

will be analysed for relevant parameters as per monitoring program. Records of analysis will

be documented.

Monitoring of Wastewater Streams: All the segregated wastewater streams will be regularly

measured for flow rate, physico-chemical, nutrient & demand parameters. The monitoring will

be carried out from stream wise raw wastewater, raw and treated effluent characteristics of



ETPs before recycling to utilities. These data will be documented and compared against the

design performance values of ETPs for necessary corrective action.

The ETP will be operated and maintained by existing & additional skilled and dedicated

personnel. Daily log sheets for no. of hours of the ETP operation, chemicals, electrical and

steam consumption; effluent monitored parameters with their results, etc. will continue to be

maintained. In addition, as per CPCB guidelines, Industry also installed online flow meter

with CCTV (IP) to monitor the treated effluent quantity as per TSPCB/CPCB guidelines and

real time monitoring data’s are uplinked to TSPCB & CPCB.

6.5.3 Noise Levels

Noise levels in the work zone environment such as boiler house, cooling tower area,

and DG house will be monitored. The frequency will be once in a month in the work zone.

Audiometric tests will be conducted annually for the employees working close to the high noise

sources.

6.5.4 Soil quality

Soil quality will be tested for the parameters given in schedule.

6.5.5 Fugitive emissions

Installed VOC monitors / Hand held analysers in the existing facility and will install in

the proposed facility at various places like production blocks, Ware houses, Solvent Yard, ETP

area etc., with alarm facility.

6.6 Reporting Schedules of the Monitoring Data

It is proposed that voluntary reporting of environmental performance with reference to

the EMP will be undertaken. The environmental monitoring department will co-ordinate all

monitoring programmes at site and data thus generated will be regularly furnished to the

State regulatory agency. The frequency of reporting will be on monthly basis to the local state

PCB officials and six monthly reports to Regional Office of MoEF&CC. The Environmental

Audit reports will be prepared for the entire year of operations and will be regularly submitted to

regulatory authorities in Form V Environmental Statement.

6.7 Environmental Laboratory

Existing laboratory will be upgraded with well-equipped analytical instruments and

consumable items for monitoring of environmental parameters at the site. Alternatively,

monitoring will be continued to be outsourced to a recognized/approved laboratory. The

following equipment and consumable items will be made available at the site for environmental

monitoring.



6.7.1 Air Quality and Meteorology

AAQ monitoring station, Auto weather station, online VOC analyser, Personal Dust

sampler, Spectrophotometer (visible range), Single pan balance, Relevant Chemicals as laid

down in IS: 5182. Reagents, equipment’s to analyse the standard parameters and applicable

process.

6.7.2 Water and Wastewater Quality

The sampling is done as per the standard procedures laid down by IS: 2488. The

equipment’s proposed in the Environmental Laboratory are Heating Mantle, Digital conductivity

meter, Digital pH Meter, COD Digestion Apparatus, BOD Incubator, Hot air oven, Muffle

Furnace, Thermometer, Microprocessor based conductivity meter, Microprocessor based pH

Stat Analyzer, Electronic Balance, HOT Plate, Mechanical Balance, Hand Held DO meter,

Hand Held Turbidity meter, Magnetic Stirrer and consumables, chemicals and Glassware.

6.7.3 Noise Levels

Noise monitoring will be done utilising an integrating sound level meter to record noise

levels in different scales like A-weighting with slow and fast response options.

6.8 Occupational Safety and Health Aspects

All the preventive and corrective actions to protect the health of all the employees,

from any possible occupational health problems will be undertaken.

Exposure to chemicals: As the company is proposing to handle solvents and hazardous

chemicals, the specific precautions needed to prevent exposure of employees to the

chemicals in various physical forms will be ensured.

• All the reactors, centrifuges, etc., will be operated only in closed condition

• All the liquids will be added only through fixed pipelines

• Solids will be added through closed system

• Centrifuges and catch pots will be connected to vent condensers with chilled brine

circulation and nitrogen blanketing

• All the storage tanks will be provided with vent condensers

• Solvent transfer lines will be provided with mechanical seals

• Primary and Secondary condensers will be provided for all the reactors

• Two stage scrubbers will be provided for process emissions treatment

• Fugitive emissions will be monitored



Exposure to dust: Addition of solids / powders will be done only through closed system.

Dust collectors will be provided wherever dust generating operations like milling, shifting,

packing etc.

Noise: Maximum noise is generated from DG sets, compressors and boilers. To reduce the

noise levels, silencers and noise resistant enclosures will be provided. Periodic noise level

monitoring will be carried out to ensure the noise levels are maintained within the

permissible levels.

Illumination: In all the work places, adequate ventilation and illumination will be ensured.

Routine monitoring will be conducted to ensure that illumination in all places is above 500

lux.

Heat: Arrangements will be made to ensure that employees are not exposed to

temperatures above permissible limit. Air conditioning will be provided wherever activities

are carried out in closed rooms. Temperature mapping will be carried out on daily basis.

Musculo-skeletal problems: Employees will not lift weights beyond the limits prescribed by

the Factories Act. Seating facilities will be provided to employees, who normally stand while

working. Those employees who normally sit while working, ergonomically designed chairs

and tables will continue to be provided.

In addition to the above, the following facilities will continue to be provided in concordance

with Indian Factories Act.

• Candidates on recruitment, safety training will be given for one week on handling of

chemicals

• Potable drinking water will be provided

• Adequate latrines, urinals and washing facilities will be provided for male and female

employees separately

• Ambulance room, rest rooms and lunch room/canteen will be provided

• First aid facilities will be provided in production areas, maintenance workshop,

laboratories and at the security office

• Training on First aid will be provided to all the employees

• All the wastes generated will be properly treated, stored and disposed off

• Cleanliness will be maintained throughout the premises

• Personal protective equipment’s (PPEs) suitable for various operations will be supplied

to all the employees.

Pre and post-employment medical checkup will continue to be conducted. The tests will

include, but not limited to the following:



• Blood test: Blood group and Rh factor, Blood sugar, Fasting and Post Meal

• Total count/differential count

• Lipid profile

• Erythrocyte sedimentation rate

• Routine urine test

• Liver function tests

• Pulmonary function test

• ECG

• Chest X-ray

• Audiometry

• Vision test

• Complete physical examination.

The results of these tests will be assessed by company's Medical Officer and his

recommendations will be implemented. Industry is already entered into the agreement with

the nearby hospitals in case of emergency and Medical officer is visiting industry regularly.

The post-employment tests will be conducted regularly. Company will employ qualified

paramedical staff so that one person is always available in each shift. First aid training will

be given to employees, so that such employees will be available in all the shifts. The above

activities will be undertaken to ensure that the employees do not suffer from any health

problems due to their occupation. Employees also trained for First-Aid / Emergency

Response etc., in 1: 10 ratio. List of Emergency Response Team also displayed near

entrance and a Badge placed in Helmet of the Employee for easy recognize during

emergency.

M/s AVR Organics will continue to follow the safety norms as per the guidelines of the

National Safety Council for a process industry and will provide all the necessary safety

equipment for the protection of the Industrial establishment as well as the personnel working

in the plant premises. Personnel Protective Equipment’s (PPEs) will be provided to all its

employees who are involved in the handling of hazardous activities. The storage and

handling of various chemicals will be according to the norms of MSDS and the Inspector of

Factories. Personnel involved in the production will be provided with protective clothing,

helmets, goggles, masks, gloves, etc. These handling operations will be carried out under

the strict supervision of the trained and highly skilled personnel. Supervision will be provided

to ensure the usage of these PPE’s. Necessary firefighting facilities like extinguishers, sand

buckets etc., will be provided to meet the on-site emergencies. A detailed on-site

emergency plan will be prepared for expansion project and implemented as per the



provisions of Factories Act. An agreement has been made with a nearest hospital for

treating the employees due to unforeseen emergencies.

Implementation of Occupational Health measures will be implemented:

• Existing Occupational Health Centre will be strengthened and this will be manned by

certified paramedical attendants, round the clock

• Ambulance facility

• Adequate Wash and Toilet facilities will be provided to all employees, separately for

male and female employees

• Canteen facility will be upgraded to meet the requirement of proposed employment.

• Cool, potable, drinking water will continue to be provided at various locations, easily

accessible to all employees

• For people doing their work standing, seating facilities will be provided to relax in

between

• For employees doing their work seating, ergonomically designed seats will be provided

Evaluation Plan of health workers

• By pre-designed format during pre-placement and periodical examinations.

• Proper schedule will be devised and followed with help of occupational health experts

and doctors.

• Health effects of solvents & chemicals used and health hazard plans based on

monthly correlation of related diseases and people affected.

Chapter 7 Additional Studies:

Risk Assessment

AVR Organics Pvt. Ltd. – EIA Report Chapter 7: Risk Assessment & DMP

________________________________________________________________________________ 7.1 KKB Envirocare Consultants Pvt. Ltd., Hyderabad

Chapter 7

Additional Studies: Risk Assessment and

Disaster Management Plan 7.0 Introduction

The objective of the risk assessment study is to identify and quantify the major

hazards and the risk associated with various operations of the existing/proposed project,

which may lead to emergency consequences (disasters) affecting the public safety and

health. Hazard is anything (e.g. condition, situation, practice, behavior) that has the potential

to cause harm, including injury, disease, death, environmental, property and equipment

damage.

Risk analysis provides a relative measure of the likelihood and severity of various possible

hazardous events by critically examining the plant storages, process and operating units,

deal with different materials in their production, some of which are hazardous in nature i.e.

flammable, explosive, toxic and corrosive. Fire, explosion, toxic release or combinations of

these are the hazards associated with industrial plants using hazardous chemicals. Risk

Assessment has now been developed to improve upon the integrity, reliability and safety of

the plant.

Scope of study: Hazard identification and analysis, evaluation of risks due to the Maximum

Credible Accident (MCA) analysis, consequence analysis and preparation of disaster

management plan (DMP) by evaluation of risks due to fire / explosion and toxic dispersion.

Based on this information, an emergency preparedness plan will be prepared to mitigate the

consequences.

7.1 Hazard identification

A classical definition of hazards states that hazard is in fact the characteristics of

system/ plant/ process that present potential for the accident. Hence, all the component sofa

system/ plant/ process need to be thoroughly examined to assess the potential for initiating



or propagating an unplanned events/sequence of events, which can be termed as an

accident.

Estimation of probability of unexpected event and its consequences form the basis of

quantification of risk in terms of damage to property, environment and personnel. Therefore,

the type, quantity, location and condition of release of toxic or flammable substances have to

be identified in order to estimate its damaging effects, the area involved, and the possible

precautionary measures required to be taken.

• Once a hazard is identified, it is necessary to evaluate it in terms of the risk it

presents to the employees and the neighboring community. In principle, both

probability and consequences will be considered.

7.1.1 Identification of Major Hazard Installations based on GoI Rules, 1989 as amended in 1994 & 2000

By studying accidents occurred in Indian industries in over a few decades, a specific

legislation covering major hazard activities has been enforced by Government of India in

1989 in conjunction with Environment Protection Act, 1986. This is referred here as GOI rules

1989. For the purpose of identifying major hazard installations the rules employ certain

criteria based on toxic, flammable and explosive properties of chemicals.

Indicative Criteria for Identification of Toxic, Flammable & Explosive Chemicals (GOI Rules, 1989) & Amended rules 1994 & 2000 (a) Toxic Chemicals: Chemicals having the following values of acute toxicity and which

owing to their physical and chemical properties are capable of producing major accident

hazards:

Sl. No. Toxicity Oral toxicity LD50 (mg/kg)

Dermal toxicity LD50 (mg/kg)

Inhalation toxicity

LC50 (mg/l) 1. Extremely toxic > 5 < 40 < 0.5 2. Highly toxic >5–50 >40-200 < 0.5-2.0 3. Toxic >50-200 >200-1000 >2-10

(b) Flammable Chemicals: Flammable gases: Gases which are at 20˚C and at standard

pressure of 101.3 KPa are:-

• Ignitable when in a mixture of 13% or less by volume with air ,or

• Have a flammable range with air of at least 12 percentage points regardless of the

lower flammable limits.

Note: The flammability will be determined by tests or by calculation in accordance with



methods adopted by International Standards Organization (ISO)-10156 of 1990 or by

Bureau of Indian Standards (1446 of 1985).

(i) Extremely flammable liquids: Chemicals which have flash point lower than or

equal to 23˚C and boiling point less than 35˚C

(ii) Very highly flammable liquids: Chemicals which have a flash point lower than

or equal to 23˚C and initial boiling point higher than 35˚C.

(iii) Highly flammable liquids: Chemicals which have a flash point lower than or

equal to 60˚C but higher than 23˚C. (iv) Flammable liquids: Chemicals which have a flash point higher than 60˚C but

lower than 90˚C.

(c) Explosives: Explosive means a solid or liquid or pyrotechnic substance (or a mixture

of substances) or an article:

i. Which is in itself capable by chemical reaction of producing gas at such a

temperature and pressure and at such a speed as to cause damage to the

surroundings

ii. Which is designed to produce an effect by heat, light, sound, gas or smoke or a

combination of these as the result of non-detonative self-sustaining exothermic

chemical reaction

7.1.2 Applicability of Manufacture, Storage and Import of Hazardous Chemicals Rules, 1989 & subsequent amendments

A systematic analysis of the chemicals and the quantities of storage of chemicals

has been carried out to determine threshold quantities as notified by GOI Rules 1989 and

the applicable rules are identified. As per applicable rules, there would be Hazardous

chemicals stored at the proposed site, which would attract the GOI rules 4, 5, 7-9 and 13-

15, as the quantity likely to be stored at site lies above the stipulated threshold quantities.

The description of applicable rules is summarized in Table 7.1.

Table 7.1: Description of applicable provisions of GoI rules 1989 as amended in 1994 & 2000

Applicable Rules

Description

4

Identify Major accident Take adequate steps to prevent major accidents Provide information to persons working onsite Impart training, provide equipment and antidotes

5

Notification of major accidents to concerned authority If any major accident occurs occupier to inform Concerned authority as listed in SC-5 and submit report as per the format in SC-6 (applies after commencing of the activity)

7 Notification of site to competent authority



8 Updating of site notification following changes in threshold quantity 9 Transitional provision for the existing activity 10 Preparation of safety reports for commencement of activity 11 Updating of safety reports based on modification 12 Provision of further information on safety reports to the authority 13 Preparation of on-site emergency plan by the occupier 14 Preparation of off-site emergency plan by the occupier

15 Information to be given to persons liable to be effected by a major accident

17 Collection, development and dissemination of information on hazardous Chemicals employed by the occupier

Occupier will develop information in the form of safety data sheet as specified in SC-9. Every container of the hazardous chemical will be labeled with name of the manufacturer or importer of the hazardous chemical.

7.1.3 Storage Facilities of Hazardous Chemicals

The maximum storage capacities, daily consumption, type of storage and physical

status of identified hazardous chemical, which are proposed to be used for manufacturing

various products, are given in Table 7.2. The project proponent deals with different materials

in their production, some of which are hazardous in nature i.e. flammable, explosive, toxic

and corrosive. Chemicals consumed in this plant are in solid, liquid and gaseous and for the

same the Hazard analysis is required. The information on material safety data sheet (MSDS)

for all the identified hazardous chemicals is presented in Volume-II.

Table 7.2: List of Hazard Chemicals, Daily Consumption, Maximum Capacity

Sl. No.

Name of the Material

Daily consumption

(kg/day)

Maximum Storage facility

Type of Storage & Maximum

Nature of the Material

1 Acetic acid 5429 15 KL x 1 HDPE tank Combustible & corrosive

2 Acetone 10793 25 KL x 1 MS/SS tank I B flammable

3 Acetonitrile 13497 250 L x 92 MS drums Toxic & IB Flammable

4 Chloroform 18145 20 KL x 2 HDPE Drums Toxic

5 Cyclohexane 2867 200 L x 25 MS/ HDPE Drums IB Flammable

6 Dimethyl formamide 4575 200 L x 39 HDPE Drums Class-II

Combustible 7 Ethyl Alcohol 22901 25 KL x 2 HDPE Drums IB Flammable 8 Ethyl Acetate 22205 25 KL x 2 MS tank IB Flammable 9 n- Hexane 7455 200 L x 34 MS Drums IB Flammable

10 IPA 56325 25 KL x 4 MS tank IB Flammable 11 Methanol 54655 25 KL x 4 MS tank IB Flammable 12 MDC 31870 25 KL x 3 MS tank Toxic & Flammable

13 MIBK 6243 15 KL x 1 MS/SS tank Toxic & I B Flammable

14 t- Butanol 1310 200 L x 46 HDPE drums IB Flammable 15 Tetra hydro furan 30174 25 KL x 2 HDPE drums Flammable 16 Toluene 74243 30 KL x 4 MS Tanks IB Flammable



Sl. No.

Name of the Material

Daily consumption

(kg/day)

Maximum Storage facility

Type of Storage & Maximum

Nature of the Material

17 Tri ethyl amine 1623 200 L x14 HDPE drums Flammable & Toxic 18 Xylene 4610 10 KL x 1 MS Tanks IC Flammable

Cylinders 1 Ammonia 129 50 kg x 3 Toxic Cylinder

2 Hydrogen 186 50 kg x 3 Flammable gas Cylinder

Hazard Chemicals 1 Benzyl chloride 13.6 200 L x 1 Toxic HDPE drums 2 Bromine 561.4 20 kg Toxic Bottles

3 Hydrogen bromide 56.7 200 L x 2 Toxic

corrosive HDPE drums

4 Hydrogen chloride 131 200 L x 5 Toxic&

corrosive HDPE drums

5 Nitric acid 244 200 L x 9 Toxic & corrosive MS drums

6 Sulfuric acid 432 200 L x 15 Toxic MS drums

7.1.4 Potential Hazards

The following are the potential areas in existing / proposed expansion project that can

lead to major accidents.

• Solvents/ hazardous chemicals in tank farm area.

• Solvent / Hazard chemical Storage (drums) in ware houses.

• Flammable H2(g) cylinder and toxic Ammonia (g) cylinder at dedicated site

• Hazard handling and process area

• Coal handling and storage area

7.2 Hazard Analysis

Identification of hazards is an important step in Risk Assessment as it leads to the

generation of accidental scenarios. Once a hazard is identified, it is necessary to evaluate it

in terms of the risk it presents to the employees and the neighbouring community. In

principle, both probability and consequences will be considered.

Nature of the hazard most likely to accompany the hazardous material is its spill or release

airborne toxic vapours / mists and fire/ explosion due to large storage or processes in its

handling. On release, the hazardous substance can cause damage on a large scale. The

extent of the damage is dependent upon the nature of the release, the physical state of the

material and the micro-meteorological condition prevailing at the time of accident. As part of

Risk analysis, the damage distances are computed based on probable meteorological

conditions.

List of identified hazardous chemicals along with Hazard rate, Flash Ignition Point (FIP),



Melting point Boiling Point (BP) along with IDLH, TLV, UEL and LEL values is presented in

Table 7.3. Further, material analysis are made as per NFPA rating along with material factor

is presented in Table 7.4. Classification of Flammable / Combustible liquids and description

of NFPA classification are presented in Tables 7.5 and 7.6 respectively. Hazard chemicals

mainly solvents are stored in respective tank in tank farm area. Apart from tank farm area

the hazard chemicals are also storing in specified drums mostly in ware house and gas

cylinders at dedicated area, details of storage of chemicals are depicted in plant layout Fig. 7.1.

Table 7.3: Hazardous materials properties, rating and TLV value

SI. No. Raw Material

Physical Status

Rating Melting

Point (oC) Boiling

Point (oC) Flash Point (oC)

IDLH (ppm)

TLV Value (ppm)

LEL (%)

UEL (%)

1 Acetic acid Liquid 3 17 oC 118.1 39 oC 50 10 4 19.9 2 Acetone Liquid 1 -95.35 56.5 -20 2500 1000 2.15 13 3 Acetonitrile Liquid 2 -46 81-82 2 500 20 4.4 16

4 Ammonia gas Gas 3 -77.73 -33.34 Flamm-

able gas

35 15 28

5 Benzyl chloride Liquid 2 -1 197.2 72 10 0.1 1.2 4.9 6 Bromine Liquid 3 7.2 58.8 N/A 3 0.1 N/A N/A

7 Chloroform Liquid 2 -63.5 61.15 Non-

Flammable

500 10 N.A N.A

8 Cyclo-Hexane Liquid 3 7.0 81 -18 1000 300 1.3 8.0 9 Dimethyl formamide liquid 3 -60.4 150.3 58 500 10 2.2 15.2 10 Ethanol Liquid 2 -114 78.37 9 3300 1000 3.3 19

11 Ethyl acetate Liquid 2 -73 78.37 9 2000 400 2.0 11.5

12 n- Hexane Liquid 3 6.47 69 -23 1100 500 1.2 7.7 13 Hydrogen Gas 0 -259.2 -423 N/A - -- 4 74 14 Hydrogen bromide Gas 3 -120F -88 -15.5 30 3 n/a n/a 15 Hydrogen Chloride Gas 3 -112 -85 N/A 50 5 N/A N/A 16 Isopropyl Alcohol Liquid 1 -89 82.5 11.7 2000 400 2 12.7 17 Methanol Liquid 1 -97 65 12 6000 200 6 36 18 Methylene dichloride Liquid 2 -96.7 39.6 14 2300 50 12 19 19 MIBK Liquid 2 -84.7 117 14 300 50 1.2 8 20 Nitric acid liquid 3 -42.2 83.9 N/A 25 2 N/A N/A

21 Sulfuric acid Liquid 3 -35 270 N/A 14 mg/m3 1 mg/m3 N/A N/A

22 t- Butanol Liquid 2 25.6 82 11.0 1600 100 2.4 8.0 23 Tetrahydrofuran liquid 2 -108.5 64.8 -14.4 2000 200 1.8 11.8 24 Tri ethyl amine Liquid 3 -115 89.7 -8.3 200 25 1.2 8 25 Toluene Liquid 2 -95 110.6 4.4 500 25 1.1 7.1 26 Xylene Liquid 3 -25 144 32 900 100 0.9 6.7

Note: Chemical Listing and Documentation of Revised IDLH Values (as of 3/1/95)



Table 7.4: Hazard Maximum Storage and NFPA Rating – Open storages

Sl. No. Description

Physical Status of Chemical

Maximum storage

NFPA Rating

Nh-health

Nf-Fire

Nr-Reaction

Material Factor (MF)

1 Acetic acid Liquid 15 KL x 1 3 2 1 14 2 Acetone Liquid 25 KL x 1 1 3 0 16 3 Acetonitrile Liquid 250 L x 92 3 3 0 16 4 Ammonia Gas 50 kg x 3 3 1 0 4 5 Benzyl chloride Liquid 200 L x 1 2 2 1 14 6 Bromine Liquid 200 L x 20 3 0 0 1 7 Chloroform Liquid 20 KL x 2 2 0 0 1 8 Cyclo - Hexane Liquid 200 L x 25 1 3 0 16 9 Dimethyl formamide Liquid 200 l x 39 2 2 0 10 10 Ethyl Acetate Liquid 25 KL x 2 4 3 0 16 11 Ethyl alcohol Liquid 25 KL x 2 0 3 0 16 12 n-Hexane Liquid 200 L x 34 2 3 0 10 13 Hydrogen Gas 50 kg x 3 0 4 0 21 14 Hydrogen bromide Liquid 200 L x 2 3 0 2 24 15 Hydrogen chloride Liquid 25 KL x 4 3 0 2 24 16 Isopropyl Alcohol Liquid 25 KL x 4 1 3 0 16 17 Methanol Liquid 25 KL x 4 1 3 0 16 18 Methylene dichloride Liquid 25 KL x 3 3 1 1 4 19 MIBK Liquid 15 KL x 1 2 3 1 16 20 Nitric acid Liquid 200 L x 9 3 0 0 4 21 Sulfuric acid Liquid 200 L x 15 3 0 1 24 22 t- Butanol Liquid 200 L x 46 1 3 0 14 23 Tetra hydrofuran Liquid 25 KL x 2 2 3 1 16 24 Toluene Liquid 10 KL x 1 2 3 0 16 25 Tri ethyl amine Liquid 200 L x14 3 3 0 16 26 Xylene Liquid 10 KL x 1 2 3 0 16

Table 7.5: Classification of Flammable/Combustible Liquids

Class IA flammable liquid Flash Point below 22.78°C and Boiling Point below 37.78°C. Class IB flammable liquid Flash Point below 22.78°C and Boiling Point at or above 37.78°C. Class IC flammable liquid Flash Point at or above 22.78°C and below 37.78°C. Class II combustible liquid Flash Point at or above 37.78°C and below 60°C. Class IIIA combustible liquid Flash Point at or above 60°C and below 93.33°C. Class IIIB combustible liquid Flash Point at or above 93.33°C.



Table 7.6: Description of National Fire Protection Agency (NFPA) Classification Rating

Nh Type of possible

injury Rating

Nf Susceptibility of

material to burning Rating

Nr Susceptibility to release of

energy 4 Materials which on very

short exposure could cause death or major residual injury even though prompt medical treatment is given

4 Materials which will rapidly or completely vaporize at atmospheric pressure and normal ambient temperature or which are readily dispersed in air and which will burn readily

4 Materials which in themselves are readily capable of detonation or of explosive decomposition or reaction at normal temperatures and pressure

3 Material which on short exposure could cause serious temporary or residual injury even though prompt medical treatment is given

3 Liquids and solids that can be ignited under almost all ambient temperature conditions

3 Materials which in themselves are capable of detonation of explosive reaction; but require a strong initiating source or which must be heated under confinement before explosively with water

2 Materials which on intense or continued exposure could cause temporary, incapacity or possible residual injury unless prompt medical treatment is given

2 Materials that must be moderately heated or exposed to relatively high ambient temperature before ignition can occur

2 Materials which in themselves are normally unstable and readily undergo violent chemical change but do not detonate. Also materials which may react violently with water to form explosive mixture

1 Materials which on exposure would cause irritation but only minor residual injury even if no treatment is given

1 Materials that must be preheated before ignition can occur

1 Materials which in themselves are normally stable, but which can become unstable at elevated temperatures and pressure or which may react with water

0 Materials which on exposure under fire conditions would offer no hazard beyond 0 that of ordinary combustible material

0 Materials that will not burn

0 Materials which in themselves are normally stable, even under fire exposure conditions and which are not reactive with water

Nh- Health, Nf- Fire, Nr-Reaction



Fig.

7.1

: Pla

nt la

yout



7.2.1 Fire and Explosion Index

Fire and Explosion Index (FEI) is useful in identification of areas in which the

potential risk reaches a certain level. It estimates the global risk associated with a process

unit and classifies the units according to their general level of risk. FEI covers aspects

related to the intrinsic hazard of materials, the quantities handled and operating conditions.

This factor gives index value for the area which could be affected by an accident, the

damage to property within the area and working days lost due to accidents. The method for

evaluation of FEI involves the determination of Unit Hazard Factor and the determination of

Material Factor (MF). Fire and explosion index is then calculated as the product of Material

Factor (MF) and Unit Hazard Factor.

The Unit Hazard Factor is obtained by multiplication of General Process Hazard (GPH)

factor and Special Process Hazard (SPH) factor. GPH factor is computed according to

presence of exothermic reactions and loading and unloading operations. The penalties due

to each of these reactions / operations are summed up to compute GPH factor. Similarly,

SPH factor can be evaluated for the operations close to flammable range or pressures

different from atmospheric pressures. Penalties of these operations for both factors can be

obtained from Dow’s FEI index form.

Material Factor for a given chemical is evaluated from NFPA indices of danger, health,

flammability and reactivity data. It can be directly obtained from Dow’s Fire and Explosion

Index Hazard classification Guide of American Institute of Chemical Engineers, New York.

The Material Factor for a given substance in the process unit gives intrinsic potential to

release energy in case of fire or an explosion.

FEI Range Degree of Hazard 0 – 60 Light

61 – 96 Moderate 97 – 127 Intermediate

128 – 158 Heavy 159 and Above Severe

7.3 MCA Analysis

As part of Environmental Impact Assessment / Environmental Management Plan

(EIA/EMP), the risk due to the Maximum Credible Accident (MCA) scenario will be

quantitatively assessed. MCA stands for an accident with maximum damage distance,

which is believed to be probable. In practice the selection of accident scenarios for MCA

analysis is carried out on the basis of engineering judgment and expertise in the field of risk

analysis especially in accident analysis.



The MCA analysis involves ordering and ranking of various sections in terms of potential

vulnerability. The data requirements for MCA analysis are:

• Operating manual

• Flow diagram and P&I diagrams

• Detailed design parameters

• Physical and chemical properties of all the chemicals

• Detailed plant layout

• Detailed area layout

MCA analysis encompasses defined techniques to identify the hazards and compute the

consequent effects in terms of damage distances due to heat radiation, toxic releases,

vapour cloud explosion etc. A list of probable or potential accidents of the major units in the

arising due to use, storage and handling of the hazardous materials are examined to

establish their credibility. Depending upon the effective hazardous attributes and their impact

on the event, the maximum effect on the surrounding environment and the respective

damage caused can be assessed.

7.3.1 Event Tree Analysis

The accident scenarios of hazard chemicals can be divided into the following

categories.

• Flammable gases

• Liquefied gas or boiling liquid release under pressure

• Non boiling liquid release

• Toxic gas release

Different consequences of accidental release of hazard due to undesirable conditions of

failure are possible depending on type of event such as continuous or instantaneous

releases in gas/ vapour / liquid. Event Tree Analysis for rupture and leak scenarios for

continuous/ instantaneous release of gas/liquid and for delayed or immediate ignition or toxic

cloud. Typical flow chart of accidental release of hazardous chemicals is given in Fig.7.2.



Fig. 7.2: Typical Flow Chart of Accidental Release of Hazardous Chemicals

Release of Chemical

Instantaneous Continuous

Bottom Top

Two Phase Outflow Liquid

Ignition Vapours

Ignition ?

Pool Formation

Ignition ?Flare

Pool Fire

Evaporation

Dispersion

Vapour Cloud Formation

Ignition ?

Detonation

Toxicity

Vapour Cloud Explosion

Pressure Wave

CONSEQUENCE MODELLING

Heat Radiation

No

Yes

No

Yes

No

No

Yes

Yes

TOXICITY COMPUTATION



7.3.2 Methodology of modeling exercise

Source models represent the material release process. They provide useful

information for determining the consequences of an accident including the rate of material

release, the total quantity released and the physical state of the material. The source models

that are used repeatedly are:

• Flow of liquid /vapor through a hole in a tank/pipes

• Flowing liquids

• Liquid pool evaporation or boiling

The purpose of source model is to determine:

• Form of material released is solid/ liquid/ vapour

• Total quantity of material released

• Rate at which it is released

Dispersion Model: Dispersion model describes the transportation of air borne toxic material

away from the accident site and in to the surrounding areas. After the release, the air borne

toxic substances are carried away by the wind in a characteristic plume or a puff. The

maximum concentration of toxic material occurs at the point of release. The concentration at

downwind is less due to turbulent mixing and dispersion of toxic substances with air. A

number of parameters that affect the atmospheric dispersion of toxic material are wind

speed, atmospheric stability, general conditions such as buildings, water bodies and trees,

height of release and initial movement of the material released.

Fire and Explosion Scenarios: Flammable substances on release may cause Jet fire and

less likely unconfined vapour cloud explosion causing possible damage to the surrounding

area. The extent of damage depends upon the nature of the release. The release of

flammable materials and subsequent ignition result in heat radiation wave or vapour cloud

depending upon the flammability and its physical state. Damage distances due to release of

hazardous materials depend on atmospheric stability and wind speed. It is important to

visualize the consequence of the release of such substances and the damage caused to the

surrounding areas.

• First, before the ignition, a cloud of sufficient size must have been formed. Normally

ignition delays of few minutes are considered the most probable for generating the

vapour cloud explosions

• Second a sufficient amount of the cloud must be within the flammable range of the

material to cause extensive overpressure.



• Third, the flame speed determines the blast effects of the vapour cloud explosions, which

can vary greatly

Combustible materials within their flammable limits of (UEL and LEL) may ignite and burn if

exposed to an ignition source of sufficient energy. On process plants, this normally occurs as

a result of a leakage or spillage, which will depend on the physical properties of the material

and the operating parameters. The event Classification of fire and explosion scenarios is

described in Table 7.7.

Table 7.7: Event Classification

Type of Event

Explanation

BLEVE Boiling Liquid Evaporating Vapor Explosion; may happen due to catastrophic failure of refrigerated or pressurized gases or liquids stored above their boiling points, followed by early ignition of the same, typically leading to a fire ball

Explosion A release of large amount of energy that form a blast wave Fireball The burning of a flammable gas cloud on being immediately ignited at the

edge before forming a flammable/explosive mixture. Flash Fire

A flammable gas release gets ignited at the farthest edge resulting in flash-back fire

Jet Fire A jet fire occurs when flammable gas releases from the pipeline (or hole) and the released gas ignites immediately. Damage distance depends on the operating pressure and the diameter of the hole or opening flow rate.

Pool Fire Pool fire is a turbulent diffusion fire burning above a horizontal pool of vaporizing hydrocarbon fuel where the fuel has zero or low initial momentum

Vapor Cloud

Explosion

Explosion resulting from vapor clouds formed from flashing liquids or non-flashing liquids and gases

Models for the Calculation of Heat load and Shock Waves: If a flammable gas or liquid is

released, damage resulting from heat radiation or explosion may occur on ignition. Models

used in this study for the effects in the event of immediate ignition (torch and pool fire) and

the ignition of a gas cloud. These models calculate the heat radiation or peak overpressure

as a function of the distance from the torch, the ignited pool or gas cloud. The physical

significance of the various heat loads is presented in Table 7.8.



Table 7.8: Various Physical Effects Due to Heat Radiation

Flux / Intensity (KW/m²)

Thermal Effects

49 3rd degree burns Severe burns due to fire ball zone

37.5 100% lethality Severe burns, 80% or more leading to 100% fatality

25 50% lethality Severe burns due to explosion of gas, within lower and upper limit leading to 50% fatality

12.5 1% lethality Burns and injuries due to exposure to thermal radiation

4.5 First degree burns Blistering and first degree burns due to exposure to thermal radiation

1.6 No perceptible discomfort

Boiling Liquid Expanding Vapour Explosion (BLEVE): If the liquid is stored under

pressure at a temperature above its boiling point, the initial physical explosion that breaks

the receptacle produces a sudden decompression giving rise to a massive evaporation of

the saturated liquid. This is known as Boiling Liquid Expanding Vapour Explosion (BLEVE).

These explosions are of great destructive power due to the high increase in pressure caused

by the sudden incorporation of liquid into the gas phase. The ignition of BLEVE produces a

mass of gases at high temperature known as ‘fireball’ with significant thermal effects.

Historically, BLEVEs have been produced with some frequency and have almost caused

human casualties.

Model for Pressure Wave: A pressure wave can be caused by gas cloud explosion. The

following damage criteria are assumed as a result of the peak overpressure of a pressure

wave: 0.03 bar over pressure wave is taken as the limit for the occurrence of wounds as a

result of flying fragments of glass. Physical significance of various pressure waves is

presented in Table 7.9. Methodology (Yellow book) and Software applied for the study TNO

and also EPA based one).

Table 7.9: Over Pressure Effect of Explosion Sl. No.

Press (psig) Damage

1 0.03 Occasional breaking of large glass windows already under strain 2 0.1 Breakage of small windows under strain 3 0.3 " Safe distance " (probability 0.95 no serious damage beyond this value);

projectile limit; some damage to house ceiling; 10% window glass broken 4 1.0 Partial demolition of houses, made uninhabitable



Sl. No.

Press (psig) Damage

5 1-2 Corrugated asbestos shattered; corrugated steel and aluminum panels, fastenings fail followed by buckling wood panels (standard housing) fastening fail, panels blown in

6 1.3 Steel frame of clad building slightly distorted 7 3.0 Heavy machines (3000lb) in industrial building suffered little damage;

steel frame building distorted and pulled away from foundations 8 5.0 Wooden utility pollen

9 7.0 Loaded train vapour over turned 10 10.0 Probable

7.4 Consequence of MCA Analysis

Based on the hazard identification and nature of hazard occurrence, MCA scenario is

short listed below.

• Pool fire due to rupture / leakage and accumulation

• Fire/ explosion of flammable gas / vapour

• Dispersion of Toxic gas

Pool Fire/ Vapour cloud explosion: This scenario was visualized for Flammable liquid

storage tanks mainly solvents in tank farm area solvents i.e. Acetone, Ethanol, Ethyl acetate,

IPA, Di Chloro methane, Methanol, MIBK, Tetra hydrofuran, Toluene including combustible

acetic acid and Xylene and toxic Chloroform are storing in tank farm area with variable

capacity 10 to 30 KL and in specified numbers. Other selected solvent are storing in HDPE

drums i.e. Acetonitrile, Cyclo hexane, n-Hexane, Tri ethyl amine and others including

combustible Dimethyl formamide. For the same various radiation of heat levels are analyzed

for selected stability class and wind velocity. The damage distances for pool fire due to leak

and catastrophic rupture (BLEVE) of storage tank for heat radiation of 37.5, 12.5 and 4.5

Kw/m² are given in Table 7.10. Pressure wave’s values are also calculated for vapour cloud

explosion and reported for damage distance due to over pressure 0.3, 0.1 and 0.03 bar in

Table 7.10. Detailed analysis is also carried out identified hazard highly flammable gas

Hydrogen (50 kg cylinder).



Table 7.10: Consequences of MCA Analysis – Storages (distances in meters) (Pool Fire/ Fir Ball/ VCE)- Tank farm Area

Hazard Material Scenario Heat Radiation (KW/m2)-

Meters Over Pressure (bar) -

Meters 37.5 12.5 4.5 0.3 0.1 0.03

Acetone 25 KL

Pool Fire Dia.5.00 m - <10 14 - <10 21

VCE / BLEVE F.B dia. 137 m 123 244 414 448 497 739

Acetic acid 15 KLx1

Pool fire Dia. 4.00 m - - <10 - - -

Dichloro Methane 25 KL x3

Pool fire – 5.00 m dia. - - <10 - - -

VCE/ BLEVE F.B dia. 186 m Loc Loc 212 145 179 316

Ethanol 25 KLx2

Pool fire – 5.00 m dia. - - <10 - - <10

VCE/ BLEVE F.B dia. 157 m 116 236 401 LOC 431 519

Ethyl acetate 25 KLx2

Pool fire – 5.00 m dia. - <10 13 - - -

VCE/ BLEVE F.B dia.163 m 119 245 418 424 475 724

IPA 25 KL x 4

Pool fire – 5.00 m dia. - <10 13 - - -

VCE/ BLEVE F.B dia. 157 m 129 253 427 506 556 796

Methanol 25 KL x 4

Pool fire – 5.00 m dia. - - <10 - - -

VCE/ BLEVE F.B dia. 157 m 86 200 346 LOC 282 372

MIBK 15 KLx1

Pool fire – 4.00 m dia. - <10 14 - - -

VCE/ BLEVE F.B dia. 133 m 121 232 390 417 464 696

Toluene 30 KL x 4

Pool Fire 5.6 m Dia. <10 12 22 - - -

VCE/BLEVE F.B dia. 172 m

138 258 431 435 484 740

Xylene 10 KLx1

Pool Fire 3.6 m Dia. - <10 13 - - -

Warehouse Acetonitrile 250 Lx 92

VCE/BLEVE F.B dia. 33m 29 56 95 36 44 99

Cyclo hexane 200 Lx25

VCE/BLEVE F.B dia. 31m 35 65 109 48 60 132

Dimethyl Formamide 200 Lx39

VCE/BLEVE F.B.dia. 33 m 25 51 38 38 50 111

n- Hexane 200 Lx34

VCE/BLEVE F.B.dia. 29 m 34 62 104 40 50 109

Triethyl amine 200 Lx14

VCE/BLEVE F.B.dia.30 m 33 61 102 41 58 127

Hydrogen 50 kgx3 (7 m3)

VCE/BLEVE F.B.Dia. m 10 12 20 11 16 33



Flammable liquids: Analysis indicate that Confined pool fire of IB flammable liquids

Acetone, Ethanol, Ethyl acetate, IPA, Methanol, Di Chloro methane, Methanol, MIBK, Tetra

hydrofuran and Toluene and its heat radiation effect covers 7.5 to 19.2 m from center of

confined pool, wherein pool diameter is maximum of 5.6 m and in all the cases heat radiation

effect of 37.5 KW/m2 within the pool only, whereas corresponding over pressure effect 0.03

bar maximum 23 m. In the case of catastrophic rupture of storage tank with ignition radiation

effect 4.5 KW/m2 up to maximum distance vary from 212 to 431 m and overpressure effect of

0.03 bar varies 316 to 796 m.

In the case of combustible/ flammable liquids, which are stored in ware house mainly Aceto

nitrile, Dimethyl formamide, MIBK, cyclo hexane, n- Hexane and Tri ethyl amine, and all are

in 200 L drums except aceto nitrile stored in 250 ml drum. Due to leak/ rupture of drums with

ignition radiation effect 4.5 KW/m2 covers a distance from 95 to 109 m, whereas damage

distance of pressure wave VCE from 99 to 132 m. MCA analysis indicate that all the

predicted values of damage distances are within in the plant mainly on-site area including

lower and upper explosive limits. It is also indicate that effect of heat radiation is mainly at

the site of incident, which is due to instantaneous release of material spread over unconfined

area and by spark/ ignition thermal radiation and vapour cloud explosion occurs and causes

effect on-site area.

Over pressure in ‘ psi ’ (As bar 0.3, 0.1 and 0.03) against damage distance and effect of

heat radiation due to BLEVE for IPA and Acetonitrile are shown in Annexure XLV and XLVI along with respective heat radiation and pressure wave isopleths. It occurs only due to

ignition/spark/detonation of vapour cloud. However, it is observed that average concentration

of upper exposure limit is mainly on- site, hence vapour cloud explosion unlikely occurs.

Flammable gas: Hydrogen is considered as Class2 flammable gas; there is a proposal

usage of three 50 kg cylinders and going to store at dedicated area. Analysis indicate that

heat radiation effect 4.5 KW/m2 covers a distance of 33 m and over pressure effect 0.03 bar

up to 77 m in case of leak.

Toxic Release: The toxic hazard chemicals are going to be used by proponent in their

proposed plant and are mainly Acetonitrile, Acetic acid, Chloroform, Methylene dichloride,

Triethyl amine, Tetrahydrofuran, hydrogen chloride, nitric acid, hydrogen bromide, sulfuric

acid and it is stored in various capacity of drums, whereas Methyl dichloride and chloroform

are stored in horizontal tank including acetic acid in Tank farm area. The same are selected

on basis of IDLH and TLV value for the study. Some of the chemicals are flammable as well

as toxic. Hence, Acetonitrile, Methyl dichloride and MIBK are selected for toxic dispersion.

For the purpose of risk assessment study, consequences due to release of these toxic

elements are analyzed for estimation of exposure distances due to toxic releases from



confined / unconfined pool. Consequences results are reported in Table 7.11. Consequence

analysis indicate that IDLH concentration of covers a distances up to 400 m and PEL value

up to 1500 m at wind ward side of plant. Analysis indicate that if any incident due to leak

forms unconfined area toxic vapors dispersed towards downwind side causes effected area

of IDLH levels are mostly on-site area, where as PEL levels on-site as well as off-site area.

In the case of toxic hazard drums which are stored in warehouse, material spread over due

to leak/ruptures forms unconfined area. For the same predicted for exposure distance of

IDLH and TLV (PEL) levels and the same are reported in Table 7.11.

Sulphuric acid, Nitric acid, Hydrogen bromide and HCl: There is a proposal to store

these chemicals in 200 L drums. Due to leak/rupture of Sulphuric acid fumes (IDLH -

15mg/m3), Nitric acid fumes (IDLH - 25 ppm), Hydrogen bromide (30 ppm) and Hydrogen

chloride (50ppm) and corresponding effect towards windward side and covers a distance of

275m, 221m, 191m and 146 m respectively, whereas respective PEL values 1475 m

(1 mg/M3), 825 m (2ppm), 633 (3) and 486 m (2ppm) covers respectively. For the same

specific precautionary measures are to be followed as per MSDS guidelines and the same

are addressed in next section.

The damage contour of Ammonia and Chloroform are shown in Annexure- XLVII and

Annexure-XLVIII respectively. For all these toxic hazard are predicted and distance of

exposure of IDLH level as well as for TLV (PEL) are reported in Table 7.11.



Table 7.11: Consequence Analysis for Toxic Release Scenario

Scenario Considered

IDLH (ppm)

TLV (ppm)

Leak Size (mm)

Source Strength (kg/sec)

IDLH Distance

(m) TLV (m)

Acetic acid 15 KLx1 500 10 Leak/

confined pool 0.00318 20 48

Aceto nitrile 250 Lx92 500 20 Leak 0.054 46 246

Instantaneous 3.24 402 1500 Ammonia 50 kg x3 300 50 leak 0.0122 27 54

Instantaneous 0.833 66 132 Chloroform 20 KL x2 500 10 Confined

Pool 16.7 m2 0.099 36 281

Hydrogen bromide 200 L x2

30 3 Leak 0.097 191 633

HCL 200 Lx5 50 5 Leak 0.044 146 486

Methylene Chloride 25 KLx3

2300 50 Leak/ confined pool 0.257 32 290

Nitric acid 200 Lx9 25 2 leak 0.084 221 825

Sulphuric Acid

200 Lx15

15 mg/m3

1 mg/m3

Leak/

unconfined pool

0.0426 275 1475

Tri ethyl amine

200 Lx14 200 25 Leak 0.04 23 66

Wind velocity 2m/sec and stability B& D

Handling of Hazardous Materials

• Material hazards: Coal is the major fuel for existing/ proposed steam boilers and

High Speed Diesel (HSD) Oil for DG sets and for Thermic fluid heaters

• Process hazards due to loss of containment during handling of hazardous

materials or processes resulting in fire, explosion, etc.

• Mechanical hazards due to "mechanical" operations such as welding,

maintenance, falling objects etc. - basically those NOT connected to hazardous

materials.

• Electrical hazards: electrocution, high voltage levels, short circuiting, etc.

Out of these, the material and process hazards are the one with a much wider damage

potential as compared to the mechanical and electrical hazards, which are by and large

limited to only very small local pockets.



7.5 Risk mitigation measures

Consequences analysis indicate that the damage distances for fire and explosion

situations and IDLH distances due to toxic release of hazardous chemicals fall well within the

plant site as well as outside the boundary specially in the case of instantaneous release of

Acetonitrile, Hydrochloric acid, Hydrogen bromide, Sulphuric acid and Nitric acid gas/

vapors, for the same distance of effect is reported.

In the case of flammable liquids effect of pool fire distance is on-site and its effected area up

to maximum of 19.2 m from center of pool. Delayed ignition /spark of vapour cloud of the

solvent tanks i.e. Methanol, IPA, Ethanol, Ethyl acetate, Acetone, Toluene and other

tanks/drums (Table 7.10) which causes over pressure effect crosses plant boundary

including effect of radiation.

For the above incorporating certain mitigation measures at source of release, the

consequences to the members of public in and outside the plant will be further reduced.

Since the scope of the risk assessment studies cover the risk mitigation measures based on

Maximum Credible Accident (MCA) Analysis, certain general and specific recommendations

are suggested and listed in this chapter. In this regard, the recommended mitigation

measures for natural disasters are also included.

7.5.1 General

The industry has to provide appropriate independent fire combat facility including

personal protection system and also will have a mutual aid with industries located in and

around AVR organics, Yawapur Village, Sadasivapet (M), Sangareddy (district), Telangana.

On-site/ Off-site emergency plan with effective fire combat facility will be maintained and it

has to be upgraded further with suitable mitigation measures.

7.5.1.1 Fire Prevention and Protective Equipment

Fire-fighting facility equipment to be provided for proposed plant to utilise the same

as and when required. The following fire-fighting facility is to be checked, if not procured,

maintain the same in case of basic fire preventive measures.

1. Water

2. Water Tenders

3. Foam Tenders

4. Fire hydrant and monitor nozzle installation

5. Dry powder extinguisher

6. Water fog and sprinkler system



7. Mobile Fire-fighting equipment

8. DCP fire extinguishers

9. CO2 Fire extinguishers and High expansion foam generator

10. For large fire Dry chemical, CO2 and alcohol resistant foam.

11. Fire extinguishers will be tested periodically and will be kept in operational mode.

Apart from above specific preventive/ safety measures to be followed as follows:

• First aid appliances

• Critical switches and alarm will be kept in-line

• Shut off valves, isolation will be easily approachable in emergencies Sign board for

toxic or flammable hazard and no smoking signs and type of risk will be provided at

various locations

• A wind direction pointer will also be provided at storage site, tanks and location of

drums storage. So that in emergency the wind direction can be directly seen

accordingly downwind population cautioned especially in toxic gas release.

• Sufficient/adequate space in the storage areas such that to escape from fire and at

the same time it will allow emergency procedures to be mobilized.

• Dykes are to be provided for solvent storage tanks, wherever necessary keep safe

distance between tanks to avoid domino effect in case of fire.

• Fire proofing materials will have adequate adhesion, strength and durability in the

area.

• Seal all the waste in vapour tight plastic bags for eventual disposal or incineration.

• Use face shield, PVC gloves, safety boots while handling and contaminated clothing

has to be removed immediately

• In case of accidental release, shut-off leaks without risk. Prevent spillage from

entering drains or water sources.

• For small spills, take up with sand or other non-combustible material and placed into

closed containers for later disposal.

• For large liquid spills, build dyke far ahead of the spill to contain the spilled material

for reclamation or disposal as per environmental safety guidelines and

decontaminant the area.

• Cool containers/ drums with flooding quantity of water until well after fire is quit.

In any case of large fire occurs, cool the tanks/ drums with flooding quantity of water until fire

is quit.



7.5.1.2 Solvent Storage Tanks / Drums Handling Precautions

Storage tanks: At present storage tanks are proposed in tank farm area i.e. Solvents such

as Methanol, Acetone, Ethyl acetate, Ethanol, IPA, Tetra hydrofuran, MIBK, Toluene, Xylene

and Methyl dichloride including toxic chloroform, if any will be transferred to the day tank

situated at the production block with the help of mechanical seal pump through pipe lines

from the tank, from day tank to reaction vessel unloading by gravity.

Drums: Most of the hazard Chemicals/solvents, which are proposed to use in limited

quantity are storing in warehouse i.e., Acetonitrile, Dimethyl formamide, Cyclo hexane n-

Hexane and Tri ethyl amine including toxic benzyl chloride toxic acids (hydrochloric acid ,

hydro bromic acid, hydro chloric acid, nitric acid, sulphuric acid) if any material will be

transferred from respective drums (MS and HDPE)/ carboys to the day tank situated at the

production block with the help of AOD pump through pipe from the drums and from day tank

to reaction vessel.

Occupational Health: Each chemical has its specific character. Hence, chemicals do not

co-exist. They need their independent space, while storing. When two chemicals come in

contact may generate heat, and gases by-product. Ambient temperature and moisture can

trigger the reaction. Halogenated compounds, Acid fumes/ vapor and amine compound

acquire aggravated properties. It is only wise to treat every chemical as toxic. Any accidental

release of hazard of flammable / toxic, distance of radiation and toxic exposure including

over pressure effect is reported in Tables 7.10 and 7.11. For the same risk mitigation

measures (general and specific) followed by DMP discussed in next section.

Chemicals are potential enough to destroy the flesh and the skin is ultrasensitive to

chemicals. Chemicals on contact, the affected parts of the body will be washed thoroughly

with plenty of water for at least 15 minutes, to dilute the aggressive nature of the chemical,

as water is the only universal solvent and the best diluent. Then only further treatment is to

be followed.

Eye wash/drench shower is to be provided at a strategic location for emergency purpose.

Chemical safety data sheets and handling procedure, First aid measures are to be prepared

and displayed for information and safety of the working personnel. The common safety data

of the raw materials and solvents are given in Table 7.12.



Table 7.12: Safety data which are common to all raw materials and solvents

1. Fire Fighting Measures

Extinguisher media

Water spray, dry chemical and carbon dioxide or foam as appropriate for surrounding fire and materials. In case of fire of water/air reactant chemicals like sodium boro hydride, water/foam shall not be used. Dry sand, dry chemical/lime may be used.

Special firefighting procedure

As with all fires, evacuate personnel to safe area. Fire fighters should use self-contained breathing apparatus and protective clothing.

Unusual fire and explosion hazard

This material is assumed to be combustible. As with all dry powders it is advisable to earth the mechanical equipment in contact with dry material to dissipate the potent buildup of static electricity.

Firefighting Procedures As with all fires, evacuate personnel to a safe area. Fire fighters should use self-contained breathing apparatus and protective clothing.

2. Physical Hazards Hazardous Decomposition

Products When heated to decomposition, materials emit toxic fumes under fire conditions.

Hazardous Polymerization Will not occur 3. Health Hazard Information

Adverse Effects

Adverse effects may include dizziness, fainting, headache, and diarrhea, and nausea, loss of taste, dry cough, rash fever, joint pain, and unusual tiredness. Possible allergic reaction occurs to material if inhaled, ingested or in contact with skin.

Acute Possible eye, skin, gastro-intestinal and/or respiratory tract irritation.

Chronic Possible hyper sensitization Inhalation May cause irritation. Remove to fresh air.

Eyes May cause irritation. Flush out with copious quantity of water by keep opening both eyelids of the affected eye/s. Obtain medical attention immediately.

Skin May cause irritation. Flush out with copious quantity of water.

Ingestion May cause irritation. Flush out mouth with required quantity of water by gargling. Obtain medical attention immediately.

4. First Aid Measures

Precautions to consider

Persons developing hypersensitive (anaphylactic) reactions must receive immediate attention; material may be irritating to mucous membranes and respiratory tract. When handling, avoid all contact and inhalation of dust, fumes, mists, and/or vapors associated with the material. Keep container tightly closed and use with adequate ventilation. Wash thoroughly after handling. Individuals working with chemicals should consider all chemicals to be potentially hazardous even if their individual nature may be uncharacterized or unknown.

Emergency and first aid procedures

Remove from exposure. Remove contaminated clothing. Person developing serious hypersensitive reactions must receive immediate medical attention. If a person is not breathing, give artificial respiration. If breathing is difficult, give oxygen. Obtain medical attention immediately.

5. Exposure Controls / Personal Protection Respiratory protection Use the NIOSH approved respirator, if it is determined to be



necessary by an industrial hygienic survey involving air monitoring. In the event of a respirator is not required, an approved dust mask will be used.

Ventilation Recommended Protective gloves Rubber

Eye protection Safety goggles/face shield Other protective clothing Appropriate laboratory apparels/Apron. Protect exposed skin.

6. Handling / Spill / Disposal Measures

Handling As a general rule, when handling the materials, avoid all contact and inhalation of dust, mists, and/or vapors associated with the material. Wash thoroughly with soap water after handling.

Storage Store in airtight containers. This material should be handled and stored as per label instructions to ensure product integrity.

spill response

Wear approved respiratory protection, chemically compatible gloves and protective clothing. Wipe up spillage or collect spillage using a high efficiency vacuum cleaner. Avoid breathing dust. Place spillage in an appropriately labeled container for disposal. Wash out the spilled site thoroughly.

Measures to Avoid Evaporation

Keep chemical holding tank/containers/drums tightly closed. Keep away from,

sparks, flame and sources of ignition. Avoid utilizing common shed for different hazard

chemicals especially in compactable chemical in same shed, if not keep safe distance. MS/

HDPE drums have to be stored on spill containment pallets. In case of any leakage from the

drum it will collect in the tub space provided in the pallet itself as containment.

Drums are transferred from ware house to manufacturing area along with spill pallets. It is

necessary to store of drums in a cool, dry, well-ventilated area away from incompatible

substances sufficient buffer space will be provided between containers/ drums, so that it can

be isolated during leak/spill and respective remedial measures can be undertaken to

minimize the effect on-site area. If any chemical to be dispensed for part quantities, the

dispensing operation will be done in the dispensing room with local exhaust ventilation

system connected to scrubber.

Following contaminant procedure and safety systems is to be followed to minimize / avoid

release of hazard chemical and to control at source if leak/ spill of gas/ vapor/ liquid.

Spill containment procedure: 1. In case of minor spill isolate the chemical/ material

2. Neutralize the spill with the chemical as mentioned below

3. Sweep the area

4. Decontaminate the area with suitable absorbent/ adsorbent.

It is also necessary every chemical industry to be maintained spill control kit with

minimum of these items is to be followed and updated in regular interval.



1. Sorbent rolls

2. Sorbent brooms

3. Sorbent pads

4. Air tight goggles

5. Half face cartridge mask

6. Chemical resistant suit

7. Antistatic gloves

8. PVC gloves

Safety Systems

1. Designated areas with proper indication flammable/ toxic / explosive & safety sings

2. Double earthing systems

3. Flame arrestor to the vent

4. Flame proof transferring pumps

5. Handling precautions/sop protocol

6. Pressure Gauges

7. Level indicators

8. Flame proof lighting to storage yard

Personal Protective Equipment (PPE)

Personal Protective Equipment (PPE) provides additional protection to workers

exposed to workplace hazards in conjunction with other facility controls and safety systems.

Selection of PPE will be based on the hazard and risk ranking and will be according to the

criteria on performance and testing established. The recommended measures for use of

PPEs in the work place are given in Table 7.13.

Table 7.13: Recommended Personal Protective Equipment’s Objective Workplace Hazards Suggested PPEs Eye and face protection

Flying particles, molten metal, liquid chemicals, gases or vapors, light radiation.

Safety glasses with side-shields, Chemical splash glasses protective shades, Fiber glass resistant to most chemicals etc.

Head protection

Falling objects, inadequate height clearance, and overhead power cords.

Plastic helmets with top and side impact protection.

Hearing protection

Noise, ultra-sound. Hearing protectors (ear plugs or ear muffs)

Foot protection

Failing or rolling objects, points objects. Corrosive or hot liquids.

Safety shoes and boots for protection against moving and failing objects, liquids and chemicals.

Hand Hazardous materials, Gloves made of rubber, PVC coated gloves or



protection cuts, vibrations, extreme temperatures.

synthetic material (Neoprene), leather, steel, insulation materials, etc.

Respiratory protection

Dust, fogs, fumes, mists, gases, smokes, vapors

Facemasks with appropriate filters for dust removal and air purification (chemical, mists, vapors and gases). Canisters for toxic gas Single or multi-gas personal monitors, if available.

Oxygen deficiency Portable or supplied air (fixed lines). Onsite rescue equipment.

Body / leg protection

Extreme temperatures, hazardous materials.

Fire Entry Suit; Insulating clothing, body suits, aprons etc. of appropriate materials Stud safety shoes, PVC knee boots

7.5.2 Specific Recommendations

Specific attention will be made during storage, transport and handling mode

especially for combustible, flammable/ explosive and toxic material.

The major hazard situations in the unit are: The pool fire occurs due to:

• Possible rupture/ leak of storage tanks / drums

• Dispersion of liquid to confined or unconfined area

• Ignition of releasing liquid/ vapour

To prevent accident due to fire and explosion, it is necessary to know:

• Fire and explosion properties of the material

• Nature of fire and explosion process and

• Procedure to reduce fire and explosion

To avoid or reduce Vapour Cloud Explosion (VCE) to minimise dispersion of flammable

vapour by operating water/foam tenders and to avoid further dispersion by maintaining

water/ foam curtain.

• Sudden release of large quantity of flammable vapour, typically this phenomenon

occurs when a storage tank containing suspended and pressurized liquid

ruptures

• Dispersion of vapour in nearby areas while mixing with air

• Ignition of the released vapour cloud

Vapor clouds are normally ignited at the edge as they drift and stop further spreading of the

cloud in that direction causes Unconfined Vapour Cloud Explosion (UVCE). However,

vapour cloud explosion unlikely occur in M/s AVR organics being released vapour cloud in

most of the case below the LEL as per analysis.



Each chemical has specific character and hence all the chemicals will not be stored in one

storage shed, being not supposed to mixed, stored together, during storage and handling. It

is the nature of chemicals that they do not co-exist. The major incompatibilities for storage

and handling of hazard chemicals are presented in Table 7.14.

Table 7.14: Major incompatibilities for storage and handling of hazardous chemicals

Chemical Incompatible with Acetic acid Solvents,oxidizing agents, water, other chemicals Aceto nitrile Strong oxidisers Acetone H2SO4, HNO3, Oxidizing agents, H2O2and Chloroform. Ammonia Acids, strong oxidizers, Halogens Benzyl chloride Oxidizers, acids, copper, aluminum, magnesium, Iron, Zinc, Tin (Note

can polymerize when in contact with all common metals except nickel & lead. Hydrolyze in H2o to benzyl alcohol)

Bromine Combustable organics, oxidizable materials, halogens, acetylene, Phosphorous, potassium, Sodium

Chloroform Strong, caustic, chemically active metals Na, K, Al, Mg Copper cyanide Reacts with acids to liberate toxic and flammable hydrogen cyanide

gas. Incompatible with strong oxidizing agents, magnesium, acetylene gas, 3-methoxy-2-nitrobenzoyl chloride, nitrite salts, and metal chlorates, perchlorates, and nitrates.

Cyclo -Hexane Oxidizers Di-methyl formamide

Highly flammable liquid & polymerisable , may violently with broad range of chemicals , alkaline metals, acid hydrides, bromine, chlorine and carbon tetra chloride

Ethyl acetate Nitrates; strong oxidizers, alkalis & acids Ethyl alcohol Strong oxidizers, potassium dioxide, bromine penta fluoride, acetyl

bromide, acetyl chloride, platinum, sodium n-Hexane Strong oxidizers Hydrogen May react violently with oxidants. Hydrogen bromide

Strong oxidizers, strong caustic, moisture, copper, brass, highly corrosive to most of the metals.

Hydrogen chloride

Hydroxides, amines, Alkalies, copper, brass, strong acids

Iso Propyl Alcohol (IPA)

Strong oxidizers, Acetaldehyde, chlorine, Ethylene oxide, acids and Isocyanate

Methanol Other chemicals Methylene dichloride

Strong oxidizers, caustic, chemically active metals Al, Na, K and conc. Nitric acid.

MIBK Strong oxidizers Nitric acid A dangerously powerful oxidizing agent, fuming nitric acid is

incompatible with most substances, especially strong bases, metallic powders, carbides, hydrogen sulfide, turpentine, and combustible organics

Phosphoric acid Liberates explosive hydrogen gas when reacting with chlorides and stainless steel. Can react violently with sodium tetra hydroborate. Exothermic reactions with aldehydes, amines, amides, alcohols and glycols, azo-compounds, carbamates, esters, caustics, phenols and cresols, ketones, organophosphates, epoxides, explosives, combustible materials, unsaturated halides, and organic peroxides..



Precautionary measures to be taken for accidental release of hazard chemicals is as follows:

7.5.2.1 Combustible materials

Industry proposed to store combustible liquids such as Acetic acid, Xylene tanks in

tank farm area, whereas Dimethyl formamide and other drums are proposed to store in ware

house. In case of fire start using the fire hydrant points, water sprinklers. As precautionary

measures water monitor and foam gun kept near the tank farm area. In case of spill in ware

house for other material carefully throw polypropylene booms/ pillows around and on the spill

to prevent the spread of the spill. Absorb the spill with polypropylene pads and squeeze the

pads into disposable container. In case of small fire-water and for large fire dry chemical,

alcohol foam, water spray and keep away source of ignition. Send the disposable container

containing liquid to effluent treatment plant, disposable container containing Polypropylene

pads, Booms to Incinerator.

7.5.2.2 Flammable – Pool Fire/ Vapour cloud Explosions / BLEVE

In case of leak or catastrophic rupture of storage tanks in tank farm area and drums

in ware houses (Table 7.10), total material taken as source strength and forms a pool in

respective dyke and unconfined pool in case of drums. In the case of leak, pit tank is to be

provided in tank farm area to collect leaked solvent as precautionary measure to collect and

disposed accordingly and simultaneously leakage control with safe precautionary measures.

If pool fire occurs, start using the fire hydrant points, water sprinklers, water monitor and

foam gun kept near the tank farm area. In case of unconfined pool of flammable liquid in

ware house, spill containment procedure to be followed and if ignited fire-fighting measures

and take follow up action.

• Evacuate all the personnel in the tank farm area.

• Stop all activities/loading unloading in the tank farm area

• Cordon off the area and do not allow any person inside tank farm.

• Follow emergency procedure for fire protection measures in solvent storage tank

farm area.

If ignition takes after vapour cloud formation or BLEVE takes due to exposure of storage

tank by external heat or any other means. Result causes over pressure and heat radiation

effect on-site area and crosses plant boundary (off-site) area closed by plant. The risk

mitigation measures are as follows:

• All solvent tanks having condenser cooling with Flame arrestor provided.

• Appropriate fire-fighting system is to be applied in case of accidental release of other

flammable liquids.

• Lightening arrestors provided to near tank



• Breather valves facility with Nitrogen blanketing provided to all

• MCP provided inside the solvent tank farm area

In the above case use alcohol form, water spray or fog, cool containing water jet to

prevent pressure build-up or auto ignition or explosion In case of small fire due to leak of

flammable liquid / vapour appropriate fire-fighting system may be deployed accordingly on

basis of Risk level.

7.5.2.3 Toxic Releases

Industry is proposed to handle Acetic acid, Acetonitrile, chloroform, hydrochloric acid,

hydrogen bromide, Nitric acid, and Sulphuric acid, Methylene Dichloride, MIBK, Tri

ethylamine and others in respective tanks in tank farm area and drums in ware house.

Methyl Dichloride: There are two tanks each with a capacity of 25 KL in specified area. Due

to leak for continuous release of methyl dichloride and its vapors travels towards downwind

direction, causes health effect on-site only up to 290 m being people exposed to 50 ppm

level (PEL). Do not approach area without self-contained breathing apparatus and protective

clothing. Reduce vapors with fog or fine water spray.

Chloroform: There is a provision of maximum capacity of chloroform in 2x 20 KL tanks and

daily consumption is 18145 kg per day. Leak of liquid from tank causes spillover of liquid

confined area of liquid pool and toxic gases generate due to evaporation. Due to leak PEL

values (10 ppm) causes effect up to 281 m down wind direction. Initiate move towards safe

side (cross wind/ upwind side if possible) as in above. Immediate first aid measures as well

as gets medical aid immediately.

Small Spill: Absorb with an inert material and put the spilled material in an appropriate

waste disposal. Be careful that the product is not present at a concentration level above TLV

(10 ppm). Do not ingest. Do not breathe gas/fumes/ vapor/spray. Wear suitable protective

clothing. In case of insufficient ventilation, wear suitable respiratory equipment. If ingested,

seek medical advice immediately and show the container or the label. Avoid contact with

skin and eyes. Keep away from incompatibles such as metals, alkalis.

Nitric Acid (200 Lx 9), Sulfuric Acid (200 Lx 15), Hydro bromic acid, hydrochloric acid: Acids are proposed to store in drums/carboys in ware house. There is a possibility acid

vapor releases due to leak and travels towards down wind direction and exposed to IDLH as

well as PEL levels. Control the leak as early as possible with safe personal protective

equipment. Wear appropriate personal protective clothing to prevent skin contact and avoid

breathing vapors. Avoid contact with eye, Wear appropriate eye protection to prevent eye

contact.



The worker will immediately wash the skin when it becomes contact with acid Filling/

Transfer operation will be stopped immediately in the event of:

• Uncontrolled leakage occurring

• A fire occurring in the vicinity

• Lightning and thunder storm

In case of small leaks increase ventilation and allows gas to vent, bounding with sand earth

dilute spill with water. In case of large spill use water fog, to dampen cloud of sulphuric /nitric

acid fumes to reduce vapours.

Small spillage: Any hazardous chemical spill that does not involve highly toxic, highly

reactive, or explosive chemicals in a situation that is not life threatening. This type of spill

present a manageable physical or health hazard to personnel who, when wearing proper

Personal Protective Equipment (PPE), will not be exposed to any chemical at a level that

exceeds any level or permissible exposure

Smaller Spillage Response & Cleanup Procedure: If the spillage is of smaller

quantity, cleanup the spilled material with suitable absorbent as per MSDS and collecting

suitable portable container and send it to Effluent Treatment Plant (ETP) where it be treated

/ incinerated.

Large spillages: Any hazardous chemical spill involves highly toxic, highly reactive,

explosive or life threatening chemicals. (OR) Any spill situation that presents significant fire,

explosion, or other physical or health hazard risks, particularly if a person may be or has

been significantly exposed, contaminated or injured to such an extent that medical or other

assistance is required. Situation may arise an adverse impact on internal/ external

environment of the industrial unit, whether or not the spill occurred internally or externally to

a building.

Large Spillage Response & Cleanup Procedure

• Area will be immediately evacuated particularly downwind area and Restrict access

to the area until completion of recovery and cleanup.

• Eliminate all ignition sources and provide adequate ventilation depending upon the

chemical.

• Stop or reduce leak if safe to do so.

• Contain the material with earth sand or absorbent material which does not Reactive

with spilled material.

• Recovery and cleanup should be done the trained personnel only. The person

cleaning the material should wear required Personal Protective Equipment (PPE)



such as respiratory cartridge mask, safety goggles, gumboots, PVC Suit and rubber

hand gloves etc.

• Do not touch the spilled material and avoid prolonged and repeat exposure to Toxic

• Prevent spilled material entering waterways, sewers or drainages.

• Ground the containers if the spilled materials generate the static electricity.

• Vacuum/ sweep up the spilled material in approved, portable and suitable containers

as mentioned the MSDS.

• Place the containers with covers, labels and in suitable locations.

• After recovering the material, cleanup the area with suitable absorbent Material as

mentioned in the MSDS.

• Flush the area with water if it is required.

Disposal of Larger Spillages Materials:

• After recovering the material, sent it to Effluent Treatment Plant (ETP).

• Depending on the nature (physical & chemical properties) of material either the

material is to be neutralized or incinerated or it shall send for treatment and land

filling

However in all these cases above and other chemicals are used by M/s AVR Organics follow

MSDS/ NIOSH data sheet guidelines for First aid, accidental release measures, firefighting if

any.

7.6 Hazard Control Measures

1. Procedures and actions will be well defined and known to all operating for safe shut

down of plant in case of failure of any power, instrumentation, cooling water, air, etc.

2. All the storage tanks will be provided with temperature indicator, pressure gauge and

safety valves as depending upon the process and operating parameters.

3. Plant specific HAZOP studies will be carried out using P & IDs for identification of

hazards during operation considering deviation of operational parameters, their

possible cause of material loss and consequence and safe guards.

4. Interlocks and DCS control will be provided during reaction process.

5. All the motors and other rotating equipment machines will be provided with suitable

safety guards.

6. Existing Fire extinguishers fixed/ movable will be up graded in the plant area.

7. Movable fire tenders may be arranged, being it need of hour during emergency.

8. Flame arrestors will be provided at all vent lines for proposed solvent tanks.



9. Suitable fire extinguishers, such as, DCP, CO2 & foam type will be kept in every plant

area at easily approachable spots. Fire hydrant points with sufficient length of hose

reel will be provided at major emergency spots.

10. Bound walls, bonded wire fencing, detached storage area will be kept away from

probable ignition sources; Dykes should be provided by giving sufficient space

provision between all liquid storage tanks.

11. Safety shower and eye washer will be installed at storages/ handling of hazard,

process/ operation units.

12. Sufficient space will be provided for free movement in the plant area. Avoid transfer

of hazard material from storage to process units by manually if any.

13. Safe distances have been considered between storages and process operation units

and utilities in designing of plant lay out.

14. Regarding all components of the plant proper certificate will be taken. Testing and

inspection will not be compromised before deliveries.

15. Certificate of structure stability will be taken from competent person.

16. Insulation of piping will be provided as per requirement.

17. All elevated structures will be provided with lightening arrestors.

18. All exposed parts of moving machineries will be provided with suitable guards for

personnel safety.

19. All piping and equipment will be provided with earthing connection and it will be

tested regularly.

20. Safety valves & rupture disc will be provided to prevent over Pressure in tanks/

vessels and reactors.

21. SOP will be available of safe shut-down of plant during any emergency

7.7 Mitigation Measures for Natural Disasters

(A) Flood: Mitigative measures can be structural or non-structural. Structural

measures use technological solutions, like flood levels that is only possible local seasonal

heavy rains. There is no possibility of water logging being area is slightly undulated terrain.

However, the following procedure is followed in case of flooding. Focus resources on

minimizing the spread of water into other areas of the plant.

• Stop all operations immediately. Close all valves of solvent storage tank

• Switch off power supply to avoid electrocution due to short circuit.

• Protect property and records by removing items from floors and/or covering with

water resistant coverings.

• Evaluated information will be disseminated to personnel.



• Shift the water reactive material to elevated places like racks / building. Attempt to

move items of value to “higher ground” if possible

• Activate the onsite warning and instructional system as necessary.

• Follow unit shut down procedures and Shutdown Electrical power.

• Control water flow by dike arrangement using sandbags, and or pumping.

• Start up after checking and clearing water from each and every unit

(B) Cyclones and Severe Storms: Location of M/s AVR Organics in Sadasivpet mandal,

Sangareddy district is slightly at elevated area when compared with surrounding area

of plant (close to Hyderabad) and is not in flood prone area, being location of site is

around 420 m MSL. However, during storm and if any flood water enters from outside

plant area, land use management will provide protection from wind and storm surge.

• Engineering structures will withstand wind forces and building will be constructed

with wind-resistant capacity.

• Securing elements such as metal sheeting, roofing, and fences will be done to

avoid severe damages.

Cyclone and severe weather warning systems will be installed and awareness regarding

cyclone risk and evacuation plan will be addressed, however area considered as least

effective during cyclonic weather.

(C) Earthquake: The factory premises are situated in Yawapur village, Sadasivpet

mandal, Sangareddy district), which falls under Zone-II under Seismic zone, classification and accordingly the probability and impact will be least to moderate.

However, steps will be taken for personal structural mitigation in earthquake prone

areas includes seismic retrofits of property.

• Precautionary measure such as securing of items inside a building to enhance

household seismic safety.

• Stay away from glass, windows, outside doors and walls, and anything that could fall

Lighting fixtures or furniture.

• Stay inside until the shaking stops after that it is safe to go outside

• Do not attempt to move to a different location inside the building or try to leave

• DO NOT use the elevators

7.8 Disaster Management Plan

A major emergency is one, which has the potential to cause serious injury or loss of

life. It may cause extensive damage to property and serious disruption, both inside and

outside plant. Sometimes, it requires the assistance of outside emergency services to handle

http://en.wikipedia.org/wiki/Seismic_retrofit

http://en.wikipedia.org/wiki/Household_seismic_safety



it effectively. Emergency may be caused by a number of factors, e.g. plant failure, human

error, natural calamities, crash or sabotage if any other means. Several Government

agencies, both at the Central and State levels, are entrusted with the responsibility of

ensuring safety and management of hazardous chemicals under Acts and Rules made for

the purpose. Despite these measures, the possibility of accidents cannot be ruled out. In

order to be ready to face risk of accidents during processing, a disaster management plan

will be prepared to mitigate the impact in order to avoid or mitigate the effect of such

situations. The overall objectives of DMP are to:

• Minimize the occurrence of Leak/ Catastrophic events leading to human, property and

material damage/losses by a suitable policy initiative.

• Prevent injury, loss of life or damages by a timely and appropriate response of

emergency preparedness plan for onsite and off-site area of M/s AVR Organics.

• Obtain early warning of emergency conditions so as to prevent impact on personnel,

assets and environment

• Activate and ensure involvement of all personnel and agencies in emergency response

planning and community preparedness.

• Immediate response to emergency scene with effective communication network and

organized procedures.

Involve citizens and other emergency response team members in design, testing and

implementation of the DMP.

Key Elements of DMP

Following are the key elements of Disaster Management Plan:

Basis of the plan

Accident/ emergency response planning procedures

On-site Emergency Preparedness Plan

Off-site Emergency Preparedness Plan

Basis of the Plan

Identification and assessment of hazards is crucial for on-site emergency planning and it is

therefore necessary to identify what emergencies could arise in production of various

products and their storages including hazard transfer pipe line. Hazard analysis or

consequence analysis gives fire, explosive and toxic scenarios due to accidental release of

flammable/ toxic chemicals from storage (tanks / containers / drums) and any other means.

Accident/ Emergency Response Planning Procedures: There are four emergency levels

of incident management and response to industrial accidents that the public be aware of.



Level I: An incident has occurred and can be controlled by facility personnel. The situation is

under control

Level II: An incident has occurred the situation is not under control but is confined. The

incident is confined to a small area or to a fixed-site and does not pose a threat of spreading

to a larger area or off-site.

Level III: An incident has occurred the situation is not under control and protective action

may be necessary for the surrounding or off-site area.

Level IV: An incident has occurred and the situation is not under control. Actions by more

than first responders or facility personnel are necessary. Incident involving a severe hazard

or an area which poses an extreme threat to life and property and will probably require an

evacuation.

Emergency rarely occurs therefore activities during emergencies require coordination of

higher order than for planned activities and will be carried out according to fixed time

schedule or on a routine day-to-day basis. To effectively coordinate emergency response

activities, an organizational approach to planning is required. The important areas of

emergency planning are Organization and Responsibilities, Procedures, Communication,

Transport, Resource requirements and Control centre.

Off-site emergency requires additional planning over and above those considered under on-

site plans, which will be properly integrated to ensure better coordination. An emergency

core group (ECG) is constituted to pool and analyze the necessary information for effective

decision making.

Emergency core group (ECG) consists of different task of specific coordinators i,e. Plant

General Manager, Plant Manager of process and Maintenance, Engineering group, Safety

Officer and Fire Officer, who in turn mobilise and formulate requisite number of action teams

who will provide necessary emergency response.

An emergency action groups (EAG) will be constituted as a part of first response team. Thus

the first response team for the plan includes all the members of both ECG and EAG. The

constituents have been assigned specific responsibilities for the plan. The responsibility of

managing on-site crisis lies solely with the concerned organization, whereas the organization

structure for off-site emergency includes both Local/ State government agencies. The

functions of the ECG are:

- Formulation and implementation of emergency plan.

- Provide guidance / making basic policy decisions.

- Convening the emergency core group meeting after receipt of emergency all.



- Review of operational preparedness of emergency machinery

- Hold periodic mock/ training to ensure optimum preparedness at operational levels

- Develop and update various hazard scenarios, and cascading effect based on the

onsite plan

- Mobilize the financial resources for expenditure in case of emergency

- Depute nodal officer with the district or state authority for off-site crisis

- Transfer the information collected from the advisory group to EAG

- Liaises with external and mutual aid agencies and identify cases where material aid

is needed

- Provide information on the incident to district, state / level authorities and if needed

call for assistance from competent bodies

- Liaises with press / media, to report the emergency

- Declare rehabilitation centers in case of evacuation of people.

- Takes care of emergency situation like continual health care, re-establishment and

creation of social compatibility

- Declare all clear, once everything is normal

Emergency action group (EAG) is the front line team which responds based on the

instructions given by ECG. It coordinates among itself for various activities. The functions of

EAG are:

- Rushes to the emergency area

- Make systematic assessment of hazard

- Liaises with emergency control centre

- Warns the personnel of an impending danger

- Cordon off the people and control the traffic

- Render first aid medical service

- Seek rehabilitation centers

7.8.1 On-site Emergency Preparedness Plan

An on-site emergency is caused by an accident that takes place in the plan itself and

the effects are confined to the factory premises involving only the people working in the

factory. On-site emergency plan to deal with such event and it is responsibility of the

occupier and also mandatory.

The preparation of an on-site emergency plan and furnishing relevant information to the

District Emergency Authority for the preparation of the off-site emergency plan are

statutory responsibilities of the occupier of every industry and other units handling

hazardous substances. An on-site emergency plan will contain the following key elements:



• Basis of the plan

• Hazard analysis

• Accident prevention procedure/ measures

• Accident/ emergency response procedure /measures and

• Recovery procedure.

7.8.1.1 Purpose

To protect persons and property of process/ operation equipments in case of all kinds

of accidents/ emergencies;

To inform people and surroundings about emergency if it is likely to adversely affect

them

To inform authorities including helping agencies (doctors, hospitals, fire, police

transport etc.) in advance, and also at the time of actual happening

To identify, assess, foresee and work out various kinds of possible hazards their

places, potential and damaging capacity and area

In case of M/s AVR Organics, MCA analysis indicates that the following places

required emergency preparedness plan.

Storage tank of flammable and evaporative liquid in tank farm area - pool fire/ vapour

cloud explosion / fire ball and toxic dispersion.

Location of drums (HDPE and MS) and container storages are in ware house – fire/

explosion/ toxic release whereas in the case of dispersion of toxic gas/ vapour due to

instantaneous release and delayed ignition of vapour cloud and it may cross over plant

boundary, need off- site emergency preparedness plan.

Most of the flammable liquid are storing in tanks/ drums of different capacity, emergency

level depends on extent of material release and vapour cloud formation. Delayed ignition or

spark explosion causes thermal radian and over pressure effect mainly within plant

boundary. In case of spillage/ instantaneous release of toxic chemicals released to

atmosphere, as gas/ vapor form dispersed towards downwind direction covers off-site area,

if delayed in control at source mainly hydrogen bromide, Hydrochloric acid, nitric and

sulphuric acid fumes being considered.

Location of material transfer points (Process/operation unit) – fire/ explosion/ toxic

release – however depends on material and extent of material leaked/ releases.



In order to handle disaster/emergency situations, an organizational chart entrusting

responsibility to various personnel of industrial unit will be available as shown in following

Fig. 7.3.

Fig. 7.3: Factory Management Organization chart

7.8.1.2 Accident Prevention Procedures / Measures

Fire is one of the major hazard apart from toxic gas in this unit, Fire prevention and

code enforcement is the area of responsibility of the fire service. Safe operating practices

reduce the probability of an accidental fire on a plant. Personnel will understand their duties

and responsibilities and be attentive to conditions that might lead to fire. The following

precautions are recommended:

There will be provision for safe handling and storage of dirty rags, trash and waste oil

flammable liquids and chemicals spilled on platform will be immediately cleaned

Containers of paints and hydrocarbon samples, gas cylinders for welding and cutting

should be stored properly.

Cutting and welding operations will be conducted in accordance with safe

procedures. Smoking will be restricted to designated platform areas and “no

smoking” areas will be clearly identified by warning signs

Particular attention will be given to oil pumps, seals; diesel and gas engines which

could be potential source of ignition in the event of a failure

Basic Actions

Basic actions required to handle any emergency are as follows:

Operation of emergency shut-down systems

Maintenance of communication ECG/ EAG groups as long as possible



Persons to be nominated to prepare for evacuation

Liaison with fire-fighting agencies local government/ private agencies required.

Effective internal communication by public address system and walkie-talkie sets

Communication Link

A multi-user wireless paging system with selective call facility is useful for promptly locating

key operating personnel in the plant, both during normal conditions and during emergencies.

A public address (PA) system with loud speaker installed at vital installations can be

extremely useful during emergencies. Adequacy and efficiency of fire-fighting and fire

detection equipments, personal, detective measures and medical aids will be ensured

through proper communication link.

There are various facilities available in the site for communication:

i. Intercom facility

ii. Public addressing system

iii. Walkie Talkies, Mega phone

iv. Mobile phone facility at security

7.8.1.3 Before Emergency

Prepare a plan for installations of storage and process/ operation equipments clearly

indicating probable areas of various hazards like fire, explosion, toxic releases etc. Locations

of assembly points, fire station, telephone room, first aid or ambulance room, emergency

control room, main gate, emergency gates, should be noted in plot plan.

The fire protection equipment will always be kept in good operating condition and fire-fighting

system will be periodically tested. The training regarding fire-fighting techniques will be

provided to all officers/ employees.

There will be a regular mock fire drill periodically; record of such drills will be maintained.

Every employee or authorized person working in the plant will be familiarized with the fire

alarm signal and will know the location of closed by fire alarm point; Assign key personnel

and alternate responsible for site safety. In case of toxic liquid/ gas suitable adsorbent and

inert material (sand, earth) and water to arrange at site of storage and process/ operation

units including absorbents.

7.8.1.4 During Emergency

In the event of fire from accidental release of flammable gas or liquid, a person

seeing the incident will follow the laid down procedure in the plant and report as follows:

• Will dial the nearest telephone



• Will state his name and exact location of emergency

• Will contact affected officers on duty and will remain at the location of site to guide

crew

• Perform no other duties that may interfere with their primary responsibilities

Notify the attendant if they experience any warning signs or symptoms of exposures or

dangerous condition and exit the permit space when instructed by attendant.

In case fire emergency, person should activate the nearest available push button type

instrument which will automatically sound an alarm in fire control room indicating the location

of fire

In case of toxic liquid drum leak/ rupture, immediately isolated and control not to spread and

border the liquid with inert material (earth, sand if any non-reactive). Control leak if possible.

However it depends on material to material as per MSDS sheet.

Adsorbed material should depose environmental friendly not to contaminant water and soil.

And toxic flooded with water also controlled, and neutralized if necessary.

7.8.1.5 After Emergency

Report injuries or blood/ body fluid exposures to the appropriate supervisor,

immediately wash wounds and skin sites by soap and water. Provide information to the

relevant public authority and community including other closely located facilities regarding

the nature of hazard and emergency procedure in event of major accident, Record and

discuss the lessons learned and the analysis of major accident.

7.8.2 Off-site Emergency Preparedness Program

Emergency is a sudden unexpected event, which can cause serious damage to

personnel life, property and environment as a whole, which necessitate to delineate. Off-site

Emergency Plan to combat any such eventuality. In Off-site disaster management plan,

many agencies like Revenue, Public Health, Fire Services, Police, Civil Defence, Home

Guards, Medical Services and other Voluntary organization are involved. Thus, handling of

such emergencies requires an organized multidisciplinary approach.

Evacuation of people, if required, can be done in orderly way. The different agencies

involved in evacuation of people are civil administration, non-Govt. organizations, factory

Inspectorate including mutual aid partners of industrial unit and Police authorities.

In the present case off-site emergency is mainly occurs fire explosion, fire ball and toxic

dispersion causes people in and outside of plant exposed to heat radiation, shock waves



and toxic vapour/ gas. Organization chart of typical Off-site emergency plan is shown in Fig. 7.4.

Fig. 7.4: Organization Chart - Off - Site Emergency Preparedness Plan

Fire: Effects of fire on population will be mainly due to thermal radiation. In such cases,

houses situated to the proximity of disaster need to be evacuated, although a severe smoke

hazard due to fire is to be reviewed periodically.

Explosion: An explosion will give a very little time to warn population and areas affected

may be much longer than that in case of fire. The effects of explosion on population will be

mainly due to shock waves, flying splinters, collapse of structures and simultaneously

exposure to thermal radiation.

Toxic: Toxic dispersion will affect at down distance of industrial unit, for the same people will

be evacuated within 15-30 minutes being, people may expose to IDLH level of identified

toxic gases, by giving necessary warnings and move towards crosswind side, for the same

evacuation needed.

7.8.2.1 Purpose of Plan

To save lives and injuries and to prevent or reduce property losses and to provide for

Chief Emergency Controller

(CEC)

Emergency Coordinating Officer (ECO)

District Collector

Additional Alternate ECO

Joint Collector

Chief Incident Controller-

On site

District Superintendent of Police/ Alternative

Alternative

District Medical Officer/ Alternative

District Fire Officer

Transport Department

Joint Chief Inspector of Factories/ Inspector of

Factories

PCB - Joint Chief Environmental

Engineer / Sr. Env. Engineer



quick resumption of normal situation or operation

To make explicit inter related set of actions to be undertaken, being event of an

industrial accident posing hazards to the community

To inform people surrounding about type of emergency and disaster and it is likely to

adversely affect and to guide the people in proper way.

To rescue and recuperation of injuries and plan for relief and rehabilitation

To plan for prevention of harms, total loss and recurrence of disaster and It will be

ensured that absolute safety and security is achieved within the shortest time

7.8.2.2 Before Emergency

Safety procedure followed before during an emergency through posters, talks and

mass media in different languages including local language. Leaflets containing do’s/ don’ts

before and during emergency will be circulated to educate the people in vicinity and provide

information about hazardous installation, who are potentially affected in the event of an

accident, will be aware of the risks of accidents. Explain concerning the installation, and

understand what to do in the event of an accident. Non-governmental Organizations (NGO’s)

(Such as environmental, humanitarian and consumer group) will motivate their constituents

and others, to be involved in risk reduction and accident prevention efforts and will provide

technical assistance to help the public analyze and understand information that is made

available.

Public authorities (at all levels) and management of hazardous installation will be established

emergency planning activities/ program’s for accidents, In this respect public health

authorities, including experts from research organisation will be involved in relevant aspects

of offsite emergency planning

Emergency warning alert system should be in place to warn the potentially affected public,

and about an imminent threat of an accident. The system chosen will be effective and

provide timely warning. Suitable warning system could include e.g.: sirens, automatic

telephone message, and mobile public address system.

7.8.2.3 During Emergency

As the off-site plan is to be prepared by industrial unit by involving the government

and other agencies of control committee will be formed under the chairmanship of area head

the group includes officers from local units, police, fire, medical, engineering, social welfare,

publicity, transport and requisite departments will be incorporated as members. Some

experts will also be included for guidance.



The functions of committee will be:

• To work as main co-coordinating body constituted of necessary district heads and

other authorities with overall command, coordination, guidance, supervision, policy

and doing all necessary things to control disaster in shortest times

• To take advice and assistance from experts in fields to make plan more successful

• To prepare, review, to keep it document with all details

• The incident control committee, traffic control committee and press publicity

committee will first be informed,

Hospital Committee consisted of doctors for medical help to the injured persons because of

disaster. Injuries may be of many types. As such doctors are rarely available we have to

mobilize and utilize all available doctors in the area.

Functions and duties of the committee include:

• On receiving information to rush to spot he will immediately inform his team and will

proceed with all necessary equipments to give medical help to all injured as early as

possible;

• First aid and possible treatment shall be provided at the spot or at some convenient

place and patients may be requested to shift to hospitals for further treatment

• Continuity of the treatment shall be maintained till the disaster is controlled

Traffic Control, Law and Order: Functions and duties of this committee will be:

• To control traffic towards and near disaster to maintain law and order

• To evacuate the places badly affected or likely to be affected

• To shift the evacuated people to safe assembly points and rehabilitate them after

disaster is over.

However necessary vehicles, wireless sets and instruments for quick communications will be

maintained and used as per need.

7.8.2.4 After emergency

Functions and duties of emergency (ECG/EAG) committee are:

• To find out persons in need of human help owing to disastrous effect. They may give

first aid if medical team is not available

• They will serve the evacuated people kept at assembly points. They will arrange for

their food, water, shelter, clothing, sanitation, and guidelines to reach any needful

places



• They will look for removal and disposal of dead bodies if any and for help of sick,

weak, children and needy persons for their essential requirements

• Team will also work for restoration of detached people, lost articles, essential

commodities etc.

• Team will also look after the restoration of government articles

• Team will also ensure that the original activities, services and systems are resumed

again as they were functioning before the disaster

Police Department

• Police will assist in controlling of the accident site, organizing evacuation and

removing of any seriously injured people to hospitals.

• Co-ordination with the transport authorities, civil defence and home guards

• Arrange for post mortem of dead bodies

• Establish communication center.

Fire officer / District or Divisional fire officer

The team will organize to put out fires and provide assistance as required.

Hospitals and Doctors

Hospitals and doctors will be ready to treat any injuries. Ensure required quantities of drugs

and equipment’s, Co-ordinate the activities of Primary Health Centers and Municipal

Dispensaries. Ensure securing assistance of medical and paramedical personnel from

nearby hospitals/ medical institutions.

Media

The media will have ready and continuous access to designated officials with relevant

information, as well as to other sources in order to provide essential and accurate

information to public throughout the emergency and to help avoid confusion

Efforts will be made to check the clarity and reliability of information as it becomes available,

and before it is communicated to public. Public health authorities should be consulted when

issuing statements to the media concerning health aspects of chemical accidents. Members

of the media should facilitate response efforts by providing means for informing the public

with credible information about accidents involving hazardous substances

Non-governmental organizations (NGO)

NGOs could provide a valuable source of expertise and information to support emergency

response efforts. Members of NGOs could assist response personnel by performing

specified tasks, as planned in the emergency planning process. Such tasks could include



providing humanitarian, psychological and social assistance to members of community and

response person.

Duties of NGO are listed below:

• Evacuation of personnel from the affected area

• Arrangements at rallying posts and parking yards

• Rehabilitation of evacuated persons

• Co-ordination with other agencies such as police, medical, agriculture, electricity

board, fire services, home guards and civil defence.

• Establishing shelters for rescue, medical, fire-fighting personnel.

7.9 Conclusion & Recommendations

1. Fire/ Explosion considered as considerable accident scenario in M/s AVR Organics

being class B Flammable solvents (Acetone, Ethanol, ethyl acetate, methyl

dichloride, Methanol and Toluene) has a provision of variable storages 15 KL to30 KL

capacity and considered as highly flammable and are storing in tank farm Area. 2. Being stored in tank farm area with respective dykes, leak and release of material

causes pool fire if spark or ignited it indicates heat radiation effect few meters from

edge of pool, need of on-site emergency plan.

3. M/s AVR Organics is proposed to store other flammable liquids in 200 L capacity

drums in ware house, which are considered as flammable gas as well as toxic and

has a provision to store several drums, hence specific precautionary measures

suggested.

4. Also there is a provision to store highly flammable hydrogen gas cylinder (50 kg x3)

and for the same specific measures suggested and may be taken especially during

handling.

5. M/s AVR Organics is also planning to store several flammable liquids in drums in

ware house. In case of leak or rupture of drums forms unconfined pool, if ignited of

vapour cloud causes severe heat radiation and explosion effect on ware house area

6. In case of Fire/ explosion due to delayed ignition/ spark after vapour cloud formation

causes effect of heat radiation and pressure wave crosses the industry boundary

need of Off- site emergency preparedness plan.

7. Specific measures to be taken to avoid or minimise accident, at storage yard fixed

and movable fire-fighting system will be provided to control vapour cloud formation in

case of leak/ discharge as well as to minimise exposes to external heat by storage

tanks.



8. Spill contaminant pallets/ adsorbent to be used effectively to minimise the spill over

material and control leak effectively and contaminated material disposed

environmental friendly.

9. M/s AVR Organics will be using several toxic liquid/ gases i.e. Chloroform, MIBK and

acetic acid in specific tanks, whereas Nitric acid, Hydro bromide, Hydrochloric acid ,

Sulfuric acid in drums and Ammonia (g) cylinder. MCA analysis indicates that there

is a possibility of IDLH level exposure within and outside the plant area at downwind

direction.

10. In case of instantaneous/ continuous release toxic dispersion covers on/off- site area

and for the same need of off-site emergency plan including evacuation plan.

11. Specific remedial measures to be adopted to minimise the leak and control at source

and simultaneously off-site emergency plan may be initiated including evacuation

plan followed by medical aid with need of hour.

12. In case of leak and direct release of liquid, there is a possibility corresponding

vapours dispersed towards down side of plant area even crossing plant boundary

and exposed to IDLH level.

13. Steps will be taken to control at source to minimise spill of chemical and spread of

unconfined area by bordering inert material adsorbent, control the leak if possible. In

case of uncontrolled situation delineated emergency plan including evacuation.

14. Presence of other hazard storages and handling as per on-site plan necessary,

expect in few occasions of total discharge of material, however time to time

emergency plan may be upgraded as and when needed as per regulations.

Chapter 8 Project Benefits

AVR Organics Pvt. Ltd. – EIA Report Chapter 8:Project Benefits


Chapter 8

Project Benefits

8.1 Introduction

The proposed expansion of API Intermediates manufacturing to APIs & its

intermediates manufacturing with R&D facility will result in improvement of infrastructure as

well as overall socio-economic development in the study area. M/s AVR Organics is a

responsible organization, which is focused on overall development of employee, various

stakeholders and the society within which the company operates. In addition, the

company’s commitment towards sustainable development and inclusive growth

encompasses; maintenance of the ecological balance and providing a safe environment to

keep employees and community healthy and safe.

The people residing in the nearby and surrounding areas will be benefited directly and or

indirectly due to the proposed expansion project. It is anticipated that the proposed project

will provide benefit for the locals in two phases i.e. during construction phase as well as

during operation phase of the unit.

In operation phase, the proposed expansion plant would require significant workforce of

technical and non-technical persons. Migration of persons with better education and

professional experience will result in increase of population and literacy in the surrounding

villages.

8.1.1 Construction Phase

During construction phase, the proposed expansion project will benefit the region in

following manner:

8.1.1.1 Employment generation

The proposed expansion project will generate employment opportunities to the local

population during construction phase. The total manpower requirement during construction

is about 100 people. This will last for approximately twelve months. Unskilled/semi-skilled



labour for the plant would be drawn locally or from nearby places. The employment of local

personnel in skilled and executive staff category would depend on availability and suitability

of individuals. In addition to the direct employment in the construction of unit, an indirect

employment will generate in truck transport operation, workshops, other ancillary units,

markets/shops etc.

8.1.1.2 Community service

AVR Organics will provide necessary facilities like water supply, sewerage and

medical facility etc. for catering to the needs of the project personnel during the construction

phase.

8.1.1.3 Transportation

During construction, movement of material of great magnitude, other construction

material and construction machinery would involve. The materials to be transported include

concrete, steel and other materials. Transport of construction materials to the project site will

result in increased traffic in the area, the existing road network will support the increased

load.

8.1.1.4 Demography and Socio-economics

As the labours / workmen are generally un-skilled, the locals would get opportunities

for employment during construction activities. In addition to the opportunity of getting

employment as construction workers, the local population would also have employment

opportunities in related service activities like petty commercial establishments, small

contracts/sub-contracts and supply of construction materials for buildings and ancillary

infrastructures etc. Consequently, this may lead to economic up-liftment of the area.

8.2 Operational Phase 8.2.1 Employment

The total manpower requirement during operation phase will be about 1500 (including

existing 40 employees) is estimated to be 1000 direct and 500 indirect people including

contract labour required for auxiliary services like loading, unloading at stores and

miscellaneous materials and general cleaning work and security. Unskilled/semi-skilled

labour for the plant would be drawn locally or from nearby places.

8.2.2 Other Benefits

As part of the Enterprises Social Commitment (ESC), AVR Organics proposes to

take steps in the following:



Drinking water Facility (RO) with maintenance in Yawapur and Maddikunta

villages

Underground drainage for Maddikunta Village

Solar LED street lights in 2 villages roads

Ambulance facility with medical camps

Plantation and Maintenance along with the village roads

Education aids for school children

8.2.3 Prediction of Impacts on Socio-Economics

This project will create many job opportunities for the local people. The employment

of people will be both on permanent as well as on contract basis. The employment will be

categorized into different categories as skilled laborers, semi skilled and unskilled workers.

This plant will also have job offers for managers, supervisors, engineers, technicians,

operators, helpers etc.

8.3 Enterprises Social Commitment (ESC) Activities

The project proponent will carry out the following welfare measures to residents of

nearby villages. The ESC activities proposed by the proponent during next 5 years along

with year wise budgetary allocation for each ESC activity are presented in Table 8.1.

Table 8.1: Budgetary allocation for the ESC activities

Financial Year ESC Budget in Lakhs 2018-19 125 2019-20 125 2020-21 125 2021-22 125 2022-23 125

Total 625

The enterprise social commitment (ESC) activities will be taken up to fulfill the basic

requirement of the people in the identified villages, the development activities further needs

to be taken up. The basic requirement of the community needs will be strengthened in the

area and also inspire to other unemployment youth for self-sustain. The preference will be

given to the local population for direct and in-direct employment. The proposed project may

create opportunities for direct and indirect employment which will help in improving the socio

economic status of the region.

8.4 Conclusion

The AVR Organics has generated a fair amount of direct, indirect and induced

employment in the study region. The overall effect has improved buying power of employees

and thus a standard of living. This is envisaged as a major positive benefit.



Migration into the existing area or displacement of existing population is insignificant.

Housing, transport, water, power supply, medical, educational and other civic amenities are

not adversely affected nor appear to get affected in future. On the other hand, there is an

employment opportunity for the local people due to the presence of AVR Organics in this

area.

The ESC activities will be strengthened focusing on Education, Health, Improvement of basic

amenities etc., The budgetary allocation for the ESC activities is 2.5 % of the additional

investment (250 Crore), i.e., about Rs. 6.25 Crore. Details of ESC activities and its allocation

are given in Table 8.1.

Table 8.2: Budgetary allocation for the CSR activities

Sl. No.

Description Amount (Rs. in Crore)

1 Drinking Water (RO) system to nearby villages 1.35 2 Rainwater harvesting pits in surrounding villages 0.50 3 Solar Street lights in nearby villages 1.15 4 Ambulance with Multi-facility 0.55 5 Other necessary activities/requirements to the nearby

Villages 2.70

Total 6.25

Chapter 9 Environmental Cost

Benefit Analysis

AVR Organics Pvt. Ltd. - EIA Report Chapter 9: Environmental Cost Benefit Analysis


Chapter 9

Environmental Cost Benefit Analysis

[[

Not recommended at the Scoping stage.

Chapter 10 Environmental

Management Plan

AVR Organics Pvt. Ltd. – EIA Report Chapter 10: Environmental Management Plan


Chapter 10

Environmental Management Plan

[[

10.0 Introduction

The Environmental Management Plan (EMP) is required to ensure sustainable

development in the study area of the proposed expansion plant, hence it needs to be an all-

encompassing plan for which the plant authorities, Government, regulating agencies like

Pollution Control Board etc., working in the region and more importantly the population of the

study area need to extend their cooperation and contribution.

The details/data provided by project proponent about the proposed expansion project

(technical data, approach to environmental protection etc.) and the pre-project (baseline)

environmental status monitored through field surveys by M/s KKB Envirocare Consultants

and M/s KKB Micro Testing Lab teams during Winter season (December 2016 to February

2017) have formed the basis to predict the impacts on all individual components of

environment. In view of the above, project proponent will maintain the specifications/ details/

data as provided for preparation of this report or may try to improve further towards

environmental betterment protection during various phases of implementation of proposed

expansion project. The environmental management plan relevant to construction and

operation phases is delineated in the following sections:

The management action plan aims at controlling pollution at the source level to the maximum

possible extent with the available and affordable technology followed by treatment measures

before they are discharged/recycled/reused. Specifically, the EMP lays stress on key

environmental aspects with mitigation measures and issues of the expansion project during

construction and operation phase by:

• Identifying potential environmental impacts.

• Recommending mitigation measures for the negative impacts.

• Identifying opportunities for enhancement measures.



• Upgrading the organizational framework for operating environmental management

system and other functions of the expansion project by assigning roles and

responsibilities for existing environmental monitoring and management.

• Formulating Environmental Action Plans (EAPs) which specify mitigation, periodic and

annual monitoring activities during expansion project implementation and operation.

The potential environmental impacts from the proposed expansion project are identified and

the magnitude of these impacts also predicted. The potential environmental impacts to be

regulated from the proposed expansion plant are summarized below:

• Air pollution due to the emission of particulate matter, sulphur dioxide & oxides of

nitrogen mainly from boilers, TFHs, DG sets and process emissions from

manufacturing products.

• Fugitive emissions for material / solvent handling.

• Noise pollution due to various noise generating equipment.

• Wastewater generation from processing units as well as from domestic activities.

• Hazardous/Solid waste generation from manufacturing / utilities / raw material storage

areas etc.

In order to minimize these adverse impacts and to ensure that the environment in and

around the project site as well as the neighboring population is well protected; an effective

EMP is developed for construction phase as well as operation phase of the project.

10.1 Construction Phase

In the proposed expansion project, no major construction activities are involved, except

construction of buildings, laying of Roads. No major site levelling, grading, transportation of the

construction material are involved. However, the construction phase impacts are temporary,

short term and localised phenomena except the permanent change in local landscape and land

use pattern of the existing project site and additional land.

10.1.1 Air Pollution Control

The construction activities and vehicular traffic contribute increase in PM, SO2 and NOx

concentrations. The mitigation measures recommended to minimize the impacts are:

• Water sprinkling in construction area.

• Proper maintenance of vehicles and construction equipments.

• Since electrical power is available in the project site, attempts will be made to utilize

the electrically powered machinery to the extent possible to minimize the gaseous

emissions during construction and

• Construction activities will be restricted to daytime only.



10.1.2 Noise Level

Operation of construction equipment and vehicular traffic contribute to the increased

noise level. The noise effect on the nearest inhabitants during the construction activity will be

negligible, as the noise levels will be dissipated within the project site area itself.

Nevertheless, the following mitigation measures will be adopted:

• Good maintenance of vehicles and construction equipment.

• Restriction of construction activities to day time only.

• Trees planted around the plant boundary to attenuate the noise and

• Provision of earplugs and earmuffs to workers.

10.1.3 Water Quality

The wastewater from construction equipment will contribute to increase in pollutant

concentration like oil and grease. However, the following mitigation measures are

recommended to minimize the impacts:

• Provision of sanitation facilities in the expansion project for the workforce with a provision

of sending sewage to the existing effluent treatment plant (ETP) and

• Waste oil collected in the oil trap will be sold to authorized recyclers for off-site

recycling.

• Utilizing the wastewater back into the utilities / construction purpose.


As mentioned, no site levelling and grading activities are involved in the project site.

However, the following measures will be adopted for management of local land use. As

soon as construction is completed, the surplus earth if any will be utilized to fill up the low

lying areas, the rubbish is to be cleared.

10.1.5 Ecological Management

All the plantation activities of the expansion project if any will be commenced along with

construction activity, so that it can grow and help in the construction and operation stage of the

expansion project.

10.1.6 Infrastructure Facilities

Site Security and Migrant Labourers: The expansion site is secured with compound wall

and manned entry points. Mainly local labourers will be employed for construction activities.

No labour camps are envisaged for the expansion project. The following facilities will be

provided to the construction work force:



First Aid: At work place, first aid facilities will be provided at accessible place.

Potable Water: Adequate quantity of cool potable water fit for drinking will be provided at

suitable places at the construction site.

Rest Shelters: Rest shelter will be provided to workforce.

Facilities for Women: Facilities as per applicable rules will be provided to the women

workforce. Separate toilets for women are provided and marked in a vernacular language with

conspicuous letters for women only. A poster showing the figure of a man and woman will also

be exhibited at the entrance to toilets.

10.2 Operation Phase

During operation stage, the major pollution from the proposed expansion is from

liquid effluents from process, utilities and domestic facilities. Air pollution emanates from

combustion of fuels (Boilers, DG sets & TFHs) and production process. The effluent

treatment system will separate most of the solids from liquid effluents by way of evaporation

of salts and ETP sludge. The management action plan aims at controlling pollution at the

source level to the extent possible, with the available facilities and affordable technology,

followed by treatment measures before they are recycled / discharged.

The major contributions of pollution from proposed expansion are effluent generation from

process, utilities and domestic sources and gaseous emissions from process and utilities.

The majority of effluent generated will be from process and it will have considerable amount

of COD & TDS load and suspended solids, which has to be effectively treated in ETP - ZLD.

The air pollution is caused due to combustion of fuels and product process reactions.

10.2.1 Air Environment

The manufacturing process consists of reaction, separation and purification. The

reaction is conducted in closed reactors, while the separation is conducted in centrifuge,

filtration equipment etc. The purification would be conducted in reactors or filtration

equipment. The transfer of materials will be through closed pipelines. Various sources of

emissions are identified from process operations. The usage of boiler is for steam

generation, TFH for Heating purpose and DG sets for emergency power back up also

releases emissions.

10.2.1.1 Fugitive Emissions and Control Measures

The fugitive emissions are mainly resulted from handling of solvents. All necessary

precautions are taken to minimize the solvent losses to the extent possible. The predicted

work room concentrations for the emissions from manufacture of all products were estimated



and found to be well within the prescribed PEL limits for respective solvents. To control

fugitive emissions the following facilities are provided:

• Vent condensers are provided to all reactors where solvents are being used. The vent

condensers will be circulated with chilled water in the primary condenser and chilled

brine in the secondary condenser.

• All vents of the bulk storages are provided with condensers. These condensers would

be circulated with brine or chilled water to condense all the evaporated solvent. The

same is collected and reused.

Fugitive emissions are the air pollutants released in the air other than those from stacks or

vents; Any chemical or mixture of chemicals, in any physical form, which represents an

unanticipated or spurious leak from anywhere on an industrial site.

Solvents are used for extraction of products and as reaction medium. Solvents constitute

major consumable material of synthetic organic chemical manufacturing, mainly used as

reaction medium. The used solvents constitute major waste stream of synthetic organic

chemical manufacturing. The purpose of solvent recovery system is to recover solvents from

spent solvent streams and to reuse the pure solvent in manufacturing process. Industry is

having reactor based solvent recovery system in the process to recover the spent solvents

after reaction.

The entire distillation operation of all streams is carried out in SS reactors under atmospheric

pressure. Vent condensers are provided to all reactors where solvents are being distilled.

The vent condensers will be circulated with chilled water in the primary condenser and chilled

brine in the secondary condenser. The pure solvent collected and reused in the

manufacturing process. The solvents which are not fit for use are sent to SPCB authorized

recovery units for recovery.

To control fugitive emissions from process / reaction, all reactors will be equipped with two

condensers – primary condenser and secondary condenser. For effective condensation of

vapour during reaction and distillation, primary condenser will be provided with circulation of

cooling water of 28OC / chilled water of 10OC and secondary condenser will be provided with

chilled brine solution of -10OC as utility. All vents of condensers will be connected to the scrubber

to minimize loss of solvents / process emissions in to the atmosphere. All the receiver tanks will

be provided with vent condensers using chilled water circulation.

Storage of all solvents / chemicals will be in drums / storage tanks. Vent condensers will be

provided to all storage tanks. Drums will be kept in covered roof with elevated platform to reduce

the direct contact of sunlight thereby reducing the internal pressure and reducing the fugitive

emissions from storage area while handling of any solvents in dispensing area. Transfer of



solvents will be in closed conditions to further reduction of fugitive emissions as well as to reduce

solvent losses during handling of solvents. Fugitive dust emissions due to traffic movement will

be controlled by providing paved internal roads, regular cleaning of internal roads, proper

maintenance of vehicles etc.

Fugitive emissions are anticipated from equipment leakage and transfer spills. The periodic

maintenance program will ensure integrity of equipment mitigating the equipment leakage.

The spills however will be managed by adopting the spill management scheme as mentioned

in the respective material safety data sheet (MSDS), spill control kit will be provided in

storage and production blocks. The fugitive emissions will be reduced by closed transfer and

handling of all solvents and chemicals. The ventilation system provided will reduce health

impact on the employees by way of dilution of work room air and also dispersion of

contaminated air.

Measures to Reduce Fugitive Dust Emissions

a) All transportation vehicles carry a valid PUC (Pollution under Control) Certificate.

b) All the Roads inside the plant premises are concreted or asphalted.

c) Regular sweeping of all the roads & floors will be done.

d) Green belt will be developed in an area of 13.9 Ha (33 % of the total plant area) will

be maintained.

e) Ambient air quality is regularly monitored and effective control exercised, so as to

keep emission within the limits.

f) Local exhaust unit provided at source of emission.

10.2.1.2 Diffuse Emissions

Emissions are also released from various operations viz., centrifuge, drying,

distillation, extraction etc. These emissions mainly contain volatile contents of the material

sent for processing. The emissions are normally passed through vents equipped with

condensers / scrubber before releasing into atmosphere to mitigate odour. The emissions

from distillation are passed through condensers, which mitigate odour / VOCs emissions

release. The transfer pumps will be provided with mechanical seals. The transfer of solvents

will be mainly by closed pipeline systems, while drum transfer is by using air operated

diaphragm pumps in closed hoods. The solid raw materials will be charged through closed

hoppers to avoid dust emissions and hazard of static electricity. Breather valves will be

provided to storage tanks. Thermal insulation and condensers will be provided for storage

tanks of low boiling point solvents. The solvent storage tank vents will be connected to vent

condensers followed by Breather valve.



10.2.1.3 Emissions from Utilities

The gaseous emissions will be from fuel burning, which consists of common

pollutants like PM10, SO2 and NO2 would be discharged into atmosphere through 40/30 m

height stack for wider dispersions and reduce the ground level concentrations from the

proposed coal fired boilers of 2 x 6 TPH and 10 TPH. These are in addition to the existing 3

TPH coal fired boiler. Also proposed 30m stack for 4 Lakh K.cal/hr Coal Fired Thermic Fluid

Heater & the existing 2 x 2 lakh K.cal/hr Thermic fluid Heaters. Suitable stack (7/11m) will be

provided to the proposed DG sets of 2x1000 KVA and 2x500 KVA including of existing DG

set of 125 KVA. DG sets will be used as standby during power failure. Coal of about 102

TPD will be used in boilers and proposed coal fired TFH. The various measures proposed to

minimize the pollution from the boilers are as follows:

Multi-cyclone and Bag filter will be provided to Coal fired boilers and Multi-cyclone to

Thermic fluid heater to control the PM.

In order to facilitate wider dispersion of pollutants, 40m height stack each will be

installed for controlling the particulate emissions within statutory limit of 115

mg/Nm3 from the proposed and existing Coal Fired Boilers.

The NOx emissions from the boilers will be controlled by controlling combustion

measures, which will be approached by way of low NOx burners or by air stagging in

boiler.

Stacks will be provided to DG sets as per CPCB / SPCB Guidelines.

Fugitive dust will be controlled by adopting dust extraction and dust suppression

measures and development of greenbelt along the periphery of the proposed Boiler

area

Diesel of about 670 lit / hr will be used at full operation load in the proposed & existing DG sets

and existing diesel fired TFH. DG sets will be used as standby during power failure.

10.2.1.4 Process Emissions

The sources of process emissions are reactors, where gaseous products are

released, or excess gaseous raw material used in production, which mainly contain inorganic

gases. The H2, HCl, SO2, NO2, CO2, n-butane, O2, NH3, Methylamine, Methyl Chloride, HF &

HBr emissions are generated from the process.

HCl, HBr, HF, Methylamine, Methyl Chloride, SO2, NO2 and NH3 emissions vents from the

reactor will be connected to multi stage scrubbers with suitable chilled or room temperature

liquid water / caustic / dilute HCl to scrub the emissions effectively and the scrubbing liquid

sent for further treatment. H2 and n-butane will be diffused with flame arrestor. CO2 and O2

will be dispersed into atmosphere by providing vents to the reactors/ through a stack above



the production block following a Standard Operating Procedure. The scrubbed solutions will

be sent to ETP for further treatment and reuse. Proposed gaseous emissions will be

scrubbed in two stages with suitable liquid based on the characteristics of gases.

10.2.1.5 Odour Management

Odour can be defined as the “perception of smell” or in scientific terms as “a

sensation resulting from the reception of stimulus by the sensory system”. Whether pleasant

or unpleasant, odour is induced by inhaling air-borne volatile organics or inorganics. Physical

& chemical characteristic of specific odour are largely affected by the types of odour sources.

Sources of Odour:

• Effluent Treatment Plant.

• Industrial Processes.

• Volatile (organic & inorganic) chemicals.

Causes of Odour:

• Organic & inorganic compounds like reduced carbon, Nitrogen & Sulphur

Compounds.

• Typical odour emitting compounds like aldehydes, alcohol, Ketones, acids, ammonia,

amines, sulphides etc.

• VOCs those are less bio-degradable.

Control of Odour (Work place controls):

Reduction of odour at generation source: Most effective way of controlling odour.

• This is done by storing volatile material in closed containers to prevent volatile

emissions.

• Transferring of solvents and bulk liquids in closed dedicated lines from storage

tanks to day tanks.

• Procuring the small quantity liquids in drums / carbouys of required quantity for

batch from suppliers and transfer the liquids from drums / carbouys to reactor

under vaccum.

• Carrying out chemical reactions in closed reactors with primary and secondary

condensers.

Odour Control Measures (Engineering controls):

• Removal of odour from collection air stream: Effective air cleaning technologies like

Scrubbers (adsorption / absorption).



• Exhaust gases from scrubbers released through stack of appropriate height above

the production block.

• Proper Ventilation system is provided to remediate the odour problem.

• Bio-reactors can digest the biodegradable odour emitting waste.

Green Belt development: Full-fledged green belt development along the boundary can help

to mitigate the odour.

Odour is caused mainly by diffuse and fugitive emissions of low boiling organic chemicals/

compounds releasing VOCs. The above mentioned measures for mitigation and control of

diffuse and fugitive emissions will reduce release of VOC’s into atmosphere and the resultant

odour.


Noise is anticipated from motors, compressors, boiler area, pumps, cooling tower and

DG sets. The DG sets will have in built-in acoustic enclosures. The motors and compressors

will be provided with guards and will be mounted adequately to ensure the reduction of noise

and vibration. The employees working in noise generating areas will be provided with

earmuffs. The employees will be trained in the mitigation measures and personal protection

measures to be taken to avoid noise related health impacts.

An effective hearing conversation program will be undertaken where exposure to industrial

noise is capable of producing hearing loss. The objective is to ensure that an employee

hearing is not affected during his working life to an extent greater than that usually occurring

with age and to preserve it at a level sufficient for normal speed perception. The following

control aspects are identified for further implementation to reduce noise levels/exposure:

• Noise generating sources like motors and compressors will be provided with Casings

and guard to reduce the noise levels.

• Placing attenuating screens between the operators and the sources.

• Adequate spacing between noise sources and operators will be provided. In free field

conditions the sound levels roughly varies with the square of the distance.

• Reflected noise is reduced by use of absorbent materials on roofs, walls and floors.

• By proper maintenance, which corrects vibrations and other imbalances, will be taken

up.

• Training would be imparted to plant personnel to generate awareness about the

damaging effects of noise.

• Personal protective equipment’s (PPEs) such as earplugs and ear muffs consisting of

fine glass wool, ear muffs consisting of ear cups with a soft seal, fitted with a spring or



adjustable headband. Comfort, maintenance and cleaning are important aspects of

use.

• Planted trees of tall as well as short trees in and around the plant area will protect the

outside environment from any noise and dust nuisance.

• As per the Factories Act, the general health check-up of the workers will be checked

for any Noise Induced Hearing Loss (NIHL) by a competent ENT doctor.

By these measures, it is anticipated that noise levels in the plant will be maintained well

below 75 dB (A). The noise levels at the periphery of the plant are likely to be less than

55 dB (A).

Proposed expansion project site is in the existing and additional extended land covering two

villages of Yawapur & Maddikunta villages of Sadasivapet Mandal, Sanga Reddy district,

Telangana. Plant boundary with green belt is about 1.6 km from nearest habitation

Maddikunta; no impact of noise will be felt at this habitation. The noise levels in the work

place environment will be monitored periodically and action will be taken in the form of

regular maintenance schedule to reduce noise and vibration in generating sources. Noise

Attenuation targeted & achieved with 10 m greenbelt of Pure Species Monoculture.

10.2.3 Water Environment

10.2.3.1 Wastewater Management

The effluents generated in the process, separation techniques and during purification

contain organic residues and inorganic raw materials, solvents and products. Hence, the

effluents contain both organic and inorganic salts in various quantities leading to high TDS &

COD levels. Estimated effluents are 348 KLD from process, washings, scrubbing media;

utility blow downs and domestic effluent will be segregated considering TDS/COD

concentrations and collected by gravity into a collection tank separately and sent to the

effluent treatment system. These individual effluents will be pumped to the RCC lined tanks

for storage and neutralization then sent to ETP and operated as ZLD concept. The treated

effluents will be recycled for Cooling tower & Boiler makeup.

The measures recommended for minimising the impacts and conservation of fresh water are:

Proposed to recycle treated effluent as makeup water for utilities like cooling tower &

Boiler to reduce fresh water consumption.

Separate provision for storm water collection system and send the run-off water during

rainy season to rain water harvesting tanks. This stored water will be reused to reduce

the fresh water requirement.

Rainwater harvesting structures for recharge of ground water.



Effluent Treatment Plant (ETP) with Zero liquid discharge (ZLD) for reuse of treated water

The wastewater generated from the process as well as non-process is segregated into:

• Process, DM regeneration and scrubber (HTDS/HCOD >5000 mg/l) HTDS/HCOD

collected by gravity into a collection tank separately

• Washings, boiler, cooling tower, QC and R&D (LTDS/LCOD <5000 mg/l) + domestic

wastewater

The ETP will be upgraded to meet the total effluents generated after expansion. The ETP area

will be paved with concrete and with dyke walls and all storm water in the ETP area will be

collected in to collection tank and pump into LTDS / LCOD collection tank for further treatment

to reduce the rainwater contamination, spillage spread / percolation into the ground.

Environmental laboratory will be upgraded with suitable equipment / apparatus and glassware

for performance evaluation of ETP-ZLD as per the norms / cooling tower inlet water

specifications. Additional magnetic flow meters will be provided to inlet and outlet pipelines of

segregated effluent to know the quantity of effluent generation, treatment and reuse.

The ETP will be operated and maintained by existing & additional skilled and dedicated

personnel and daily log sheets for no. of hours of the ETP operation, chemicals, electrical and

steam consumption; effluent monitored parameters with their result, etc. will be maintained.

10.2.3.2 Ground Water Management

Though ground water is a replenish resource, proper management of the resource

is essential due to its unequal distribution over space and time. The distribution over space

is controlled by type of the rock, depth and weathering followed by the fracture pattern,

intensity and their extent laterally and vertically below ground surface. Ground water being

dynamic resource, it migrates following the topography of the area. Ultimately after having

good aquifer material of sufficient volume, the rainfall precipitation and its infiltration into the

groundwater system plays a key role in building up the potentiality of the aquifer system.

Hence, the strategy of groundwater management starts with the precipitation of the rainfall at

the higher reaches of surface basins, through arresting the surface water and allowing it to

percolate into ground in order to recharge the ground water system by means of constructing

suitable artificial recharge structures. Quality of ground water is also the major concern in

recent days. Hence, it is always a safe bet to make rain water harvesting practices a

mandatory feature in order to lower the pressure on water / ground water utilization. It is also

recommended to make two/three recharge trenches to harvest the rain water located at the

topographic lows in the area.



10.2.3.3 Storm Water Management

Storm water drainage system consists of well-designed network of open surface

drains and rainwater harvesting pits along the drains so that all the storm water is efficiently

drained off without any water logging in the project site. It is also recommended to construct

storm water collection tanks at identified location after arranging suitable desilting system

and settling pits. This storm water will be diverted to the treatment plant for further

purification and reuse/recycle system. However, about 38% of land has been earmarked for

future expansion. Storm water generation from this land will be utilized for artificial recharge

to ground water to enhance the sustainability of the existing bore wells.

Rooftop rain water will be collected separately and used for other than drinking purpose as it

generally does not contain silt. Runoff volume that can be generated to the normal rainfall of

837 mm in the proposed site is given in Table 10.1. From the Table, it is seen those 352271

KL of water will be the rainfall quantity in the project site which is equals to the 634 days

water requirement. However considering the Runoff coefficient after percolation into the

ground effective rain water can be collected 141763 KL which is equals to 255 days in a

year. Hence proper rain water collection management will reduce the ground water drawl

and also improve the ground water table. Rain water collection tank is been design

considering the peak hourly rainfall of 50mm.

Rainwater Harvesting System

The Rainwater Harvesting (RWH) system will be provided to harvest the rain water in

the plant area. The collected rain water will be utilized in plant to optimize/reduce the

raw/fresh water requirement. The surface water run-off from the main plant area would be led

to rain water collection tank for further use in the plant to optimize the raw water requirement.

Generally storm water generated from the roads, green belt and open area contains silt and

turbidity oily substances other end products handled in the project area. Total peak hourly

rain water generated in the entire area is 7088 KL (Fig. 10.1). Suggesting to construct the 3

nos. of Rain water collection tanks of each 25 X 20 X 5 m at the contour lows of the project

site which can collect the peak hourly rainfall. Excess rainfall if any routed to a suitable

collection tank followed by artificial recharge structure near to the borewells as this storm

water does not contain any pollutants. Since this recharge pond is close to the presently

working bore well, this will get recharged sustainability will be increased. The collection tank

will act as a clarifier to collect the silt and other matter and clear water will overflow to the rain

water harvesting tank constructed within the collection tank.



Table 10.1: Runoff volume for Rainwater Harvesting System

Land use Total Area Quantity

of Rainfall

Quantity of

Rainfall Run-off

Coefficient

Quantity of

Runoff from

Rainfall

Peak hourly Rain

Water

Peak Hourly

Quantity of Rain Water

sq.m mm KL KL mm KL Roof Area 71653.94 837 59974 0.9 53977 50 2699 Road Area & pavements 48715.88 837 40775 0.8 32620 50 1631

Green Belt Area 138888 837 116249 0.3 34875 50 1744

Open and Other Areas 161615.43 837 135272 0.15 20291 50 1015

Total 420873 352271 141763 7088 Equaling to No. of days (556 KLD) 634 255 12.7

A pit with the dimensions of 3m x 3m x 2.5m will be made around the bore well from the

bottom of the rain water harvesting tank and pit will be backfilled with boulders, gravel and

coarse sand as shown in Fig 10.2. The casing pipe with in the pit will be perforated to lead

the collected water from pit, deep into the aquifer. Thus the recharge bore well with recharge

pit will be constructed within the harvesting tank to enhance the recharge of rooftop rain

water.

Water Quality

The wastewater from construction equipment will contribute to increase in pollutant

concentration like oil and grease etc. However, the following mitigation measures are

recommended to minimize the impacts.

• Provision of sanitation facilities in the expansion project for the workforce with a provision

of sending sewage to existing Effluent Treatment Plant (ETP) and

• Waste oil collected in the oil trap will be sold to authorized recyclers for off-site recycling.

• Utilizing the wastewater back into the utilities / construction purpose.



Roo

ftop

Rai

n W

ater

Har

vest

ing

Pit w

ith R

echa

rge

Bor

e W

ell w

ithin

the

rech

arge

Tan

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Fig

10.1

: Loc

atio

n of

Rai

n w

ater

Har

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ing

Stru

ctur

e in

the

Plan

t Are

a



Fig.10.2: Rain water Recharge Pit with Recharge bore well

10.2.4 Hazardous / Solid Waste Management

Hazardous/Solid wastes are generated from the process, solvent distillation,

wastewater treatment and utilities. Process residue contains mainly unreacted raw materials.

These are collected from the reactors and other process equipment and stored in drums.

Solvent residue is generated from distillation units; the residues are tarry substances with

good calorific value and are stored in drums. The other major waste is salts from MEE with

ATFD system. These salts are stored in HDPE lined bags. All solid waste storage

containers/drums/bags are labeled showing the source, nature of hazard and type of wastes.

All the hazardous wastes are stored in a covered shed with fire safety measures, and the

shed is provided with a garland drain connected to the effluent treatment system. The

process residue and solvent residue are sent to cement plants for co-incineration/TSDF

based on acceptability.

Hazardous/solid waste will be generated during production process from the plant.

Hazardous waste will be segregated and collected in the HDPE drums / bags as appropriate

and will be stored in the covered and raised platform with provision of leachate collection

system before sending to the Cement industries / TSDF. Solid waste like boiler ash will be

sent to brick manufacturers.

The organic residues & spent carbon is sent to TSDF / Cement plants as recommended by

CPCB for use as alternate fuels either in the solid or liquid form. Inorganic salts are to be

sent for landfill at TSDF, Dundigal. Hazardous / Solid waste will be segregated, stored and

disposed using 7-copy manifest system. Mixed solvents will be sent to authorised

recyclers/cement plant for co-incineration, while spent solvents are recovered within plant

premises. The sludge from effluent treatment plant is considered hazardous and the same is

Fractured Rock

Weathered Rock

40 mm Gravel

Coarse sand 10 mm Gravel

20 mm Gravel

Fine sand

Slotted/perforated pipe



sent to TSDF. The other solid wastes expected from the unit are containers, empty drums

which are returned to the product seller or sold to authorized buyers after detoxification.

Boiler ash will be stored in the covered areas / Silos and will continue to be sent to brick

manufacturing units. Empty containers will be collected from all the sources of processing /

warehouse area and will be kept in the covered raised platform with leachate collection and

detoxification area. All containers will be detoxified under expert supervision. Detoxified

containers will be used for storing the hazardous waste and the balance will be sold to scrap

vendors. Wash water from the detoxifying area is sent to ETP-ZLD for further treatment.

Used oil / waste oil generated from the DG sets, Gear boxes, Vacuum pumps etc., will be

collected separately in MS/HDPE drums and stored in the designated area for further disposal

to SPCB authorized used / waste oil re-processers using 7-copy manifest system. Used

Batteries will be replaced with the new batteries and sold to suppliers on buy-back basis.

Name boards will be provided in all dedicated areas for Hazardous / solid waste storage and

maintain records for waste generation quantity, handling & storage and disposed quantity. All

records will be summarized and sent to SPCB monthly for information and records. Form IV

statement comprising of all Hazardous waste disposal details for the financial year will be

submitted to SPCB annually as per Hazardous & other Wastes (Management and

Transboundary Movement) Rules, 2016. Industry will be ensured for disposal of the

Hazardous waste on priority.

Other Non-Hazardous waste identified from the proposed expansion will be segregated,

collected and stored in dedicated covered area before disposal to scrap vendors for recycling

/ reuse. HDPE & PP scrap will be sent to outside agencies for recycling.

Other solid waste like E-waste will be collected separately and disposed to SPCB authorized

agency / recyclers. Biomedical waste from Occupational Health Centre will be collected,

autoclave / disinfect before sent to the SPCB Authorized vendor. All types of Hazardous / Non-

hazardous waste details with disposal options are given in Table 4.11. Municipal waste like

canteen food waste will be collected by Village panchayat authorized person and Paper waste

will sold to scarp vendors.


M/s AVR Organics has social obligation to recreate the environmental status by

providing thick green cover to suppress fugitive emissions and provide aesthetic beauty.

Trees form the important part of the biosphere in the eco-system. This will help in reducing

the concentration of pollutants and will also be effective in attenuating noise levels.



10.2.5.1 Greenbelt Development and Plantation Programme

The objective of management of flora and fauna is to conserve Rare, Endemic,

Endangered and Threatened, species, if any. No such species are either noticed or know to

occur either from the plant area or from the surrounding areas up to 10 km radius. Further,

the damage will be limited to an area of about 38.82 Ha. Whatever the species present in the

area of highest impact are also present in the remaining area of the buffer area. To

compensate the adverse effects a greenbelt of 13.89 Ha around the plant site is proposed for

carbon sequestration, to provide shelter to the birds and people and to restrict the adverse

impacts of the industrial activity to the plant site. However at present the site is occupying

33% of greenbelt plantation in the existing site area. A total of 22 plant species of trees exist

in the current site area, apart from several seasonal scrub and herbaceous flora. The

vegetation present in the present study area is partly maintained by green belt activity and

rest of the vegetation is grown wild. Tree species such as Leucaena leucocephala (Subabul),

Alstonia scholaris (Silver oak), Acacia auriculiformis (Australia thumma), Bauhinia purpurea &

Syzygium cumini are the visible trees. Efforts will be taken for strengthening the existing

greenbelt with more flowering trees in the project site. The development of greenbelt is an

important aspect for any plant because:

It acts as a 'Heat Sink'.

It improves the Ambient Air Quality by controlling SPM in air.

It helps in noise abatement for the surrounding area.

It helps in settlement of new birds and insects within itself and

It increases the aesthetic value of Site.

M/s. AVR Organics has to develop green belt in approximately 13.9 Ha areas within the

industrial premises which is approximately 33% of total land area of 42.08 Ha. The following

multipurpose trees are proposed to be planted in the green belt. Tall, evergreen, trees with

very high leaf area index such as Tectona grandis, Hardwickia binata will be grown in very

high density along the boundary as the outer rows. The middle row will have multipurpose

branched trees like Terminalia catappa, Madhuca longifolia, Gmelina arborea, Mangifera

indica…ect. Saplings grown in polythene bags will be planted at a density of 1200 to 1500

per acre in 2 x 3 M or 2 x 2.5 M spacing (as required). A suggested list of plant species

suitable for greenbelt and list of Shrubs & Herbs proposed for plantation between the trees is

given in Tables 10.2 & 10.3 respectively.

All plants are locally adapted and the present site is capable of supporting their growth with

suitable horticultural practices. Sufficient resources and man power for development and

maintenance is essential for a good green belt management.



Design of Green Belt:

As far as possible the following guidelines will be considered in green belt development.

Spacing between the trees will be maintained as per CPCB Guidelines -

i.e. 1 tree /4 sq.m.

Spaces, so that the trees may grow vertically and slightly increase the effective height

of the green belt.

Planting of trees in each row will be in staggered orientation.

Short trees (< 10 m height) will be planted in the first two rows (towards plant side) of

the green belt. The tall trees (> 10 m height) will be planted in the outer three rows

(away from plant side).

Tall trees one line and short trees one line will be planted around the building house

and around the production area to reduce the noise if any.

Potted plants, Hedge shrubs as well as ground cover plants are used in the

remaining areas. Planting methodology:

The plantation should be done in pits. Pits of about 50 cm shall be dug in grid of 0.5

m X 0.5 m up to a depth of 0.3 m. The pit shall be refilled with soil (Red soil +

Vermicomposting + Green manure). Planting shall be done after first monsoon showers. The

level of soil is about 10 cm above of ground level. The soil around the plant shall be pressed

to form a low through. About 25 gm chemical fertilizers shall be added in ring of 25 cm radius

around the plant (if required). Watering shall be continued after plantation if any dry spells

follows. Cleaning and wedding shall be done twice during first and once during following

seasons. Planted area shall be inspected and mortality rate is to be noted ensured for each

species. The dead and drying plant shall be replaced by fresh seedlings.

Soil: All the pits are to be filled with Red soil+ Vermi compost + Green manure for soil filling.

All plants are locally adapted and the present site is capable of supporting their growth with

suitable horticultural practices. Sufficient resources and man power for development and

maintenance are provided in the Environment Management Plan detailed budget estimate in

Table 10.4.



Table 10.2: List of plants identified for green belt, avenue and block plantations S.No. Botanical name Local name Importance

1 Azadirachta indica Vepa or Neem Shady, Pollutant absorbing & Fast growing

2 Gmelina arborea Gummadi teku/Gamhar

Broad leaved & Fast growing

3 Manilkara zapota Sapota Fruiting bearing 4 Hardwickia binata Yepi/Anjan Tall & Evergreen 5 Holoptelea integrifolia Nemali

naara/Chilbil Shady, Pollutant absorbing, Tall & Evergreen

6 Mangifera indica Mango Fruiting bearing 7 Spathodea campanulata Rugtoora Ornamental avenue tree 8 Tamarindus indica Chinta/Imli Fruiting bearing 9 Tectona grandis Teak Timber yielding

10 Terminalia arjuna Nallamaddi/Arjun Timber and shade tree 11 Terminalia catappa Baadam Broad leaved, Fast growing &

Edible nuts 12 Madhuca longifolia Ippa/Mohwa Shady, Native & Fast growing 13 Bixa orellana Jabaru kaya Shady, Native & Fast growing 14 Mitragyna parvifolia Kaim Shady, Native & Fast growing 15 Aegle marmelos Bel Broad leaved, Fast growing &

Edible nuts

16 Psidium guava Jama/Amrud Fruiting bearing 17 Artocarpus heterophyllus Jackfruit/Katahal Broad leaved & Fast growing 18 Dendrocalamus strictus Bamboo Tall growing

19 Anthocephalus cadamba Kadamba Broad leaved & Fast growing 20 Bombax ceiba Shalmali Attractive & Tall growing

Table 10.3: List of Shrubs & Herbs proposed for plantation between the trees S.No. Scientific name Common Name

1 Agave cylindrica Kitha nara 2 Lantana camera lantana 3 Plumeria alba Devaganneru 4 Tecoma stans Tecoma 5 Nerium oleander Nerium 6 Euphorbia nill Euphrobia 7 Durantha repens Durantha 8 Acalypha sp 9 Murra exotica

10 Bambusa tulda 11 Vitex negundo 12 Aloe vera 13 Tagetes patula 14 Celosia argentea 15 Bougainvillea

glavara



Table 10.4: Budget Estimate for Green belt Management Plan

Activity Physical Targets

(Rs. in lakhs) Financial Targets (Amount in Lakhs)

2018-19 2019-20 2020-21 2018-19 2019-20 2020-21 Total Selection of Site

Selection of Species

Maintenance 4 4 4 12 Appointing 3 real time employees 5 5 5 15

Plantations 3000 3000 2000 3 3 2 8 Sub Total 12 12 11 35

Planting stocks are readily available from the Social Forest Department, as well as from the

local private nurseries. All plants are locally adapted and the present site is capable of

supporting their growth with suitable horticultural practices. Sufficient resources and man

power for development and maintenance are provided in the Environmental Management

Plan. Detailed budget estimate for green belt management is presented in Table 10.4 and

plant layout showing greenbelt is in Fig.10.3.

Major Recommendations for improving the existing green belt:

A green belt of 10 mt width must be developed along the boundary of the industry.

Strictly maintain suggested tree list mentioned above for Plantation.



Fig. 10.3: Greenbelt development



10.2.6 Socio-economic Environment

AVR Organics, after expansion, the direct 1000 and indirect 500 employment will be

1500 persons including existing 40. The expansion project provides an opportunity for the

local people to get employment directly or indirectly and helps in the up-liftment of the socio-

economic status of the area. The project proponent propose to involve in social activities of

the stakeholders/surrounding community by planning the betterment of neighboring social

conditions through awareness and welfare programs will ensure an improved relation, useful

in the long run. The goodwill of the local populace can never be ignored. Another important

facet of social environment identified by the project proponent is a green appearance; hence

the management will develop a green belt towards aesthetic beautification as the same is

necessary to be considered as a responsible, social neighbor.

10.2.6.1 Enterprise Social Commitment

M/s. AVR Organics under the Enterprises Social Commitment (ESC) will be carried

out the requirements to the surrounding habitations by identifying their requirements to get

local people into confidence about the expansion project activities. Adequate funds (Rs 6.25

crores i.e. 2.5% of the proposed additional capital cost of Rs. 250 crores) are earmarked

towards enterprise social commitment, which will be spent during the first 5 years of the

project. Budgetary allocation for the ESC activities for the activities identified for a period of 5

years is presented in Table 8.1. The following requirements will be met in phased manner for

minimizing the adverse impacts on socio-economic and parameters of human interest:

• Drinking water Facility (RO) with maintenance in Yawapur and Maddikunta

villages

• Underground drainage for Maddikunta Village

• Solar LED street lights in 2 villages roads

• Ambulance facility with medical camps

• Plantation and Maintenance along with the village roads

• Education aids for school children

10.3 Raw Materials Storage, Handling and their Management

All the raw materials will be first received by the stores department and samples of

raw materials will be sent to quality control (QC) laboratory wherein the quality of raw

material will be tested. Only after confirmation of quality by the QC lab, the raw material will

be transferred / unloaded at the respective storage area in the factory with proper labeling

“Approved”. The raw material in general will be received in bags/ carboys/ drums as well as

through tankers. Raw materials transported from the storage area to the production plant by



hydraulic trolley / trolley / lift as applicable. Modes of transportation of all raw materials to the

plant site and finished products from the plant site are by road.

Raw materials will be received in MS/ HDPE/ fibre drums, carboys, bags, cartons and

cylinders as well as through tankers. Material received from tanker will be stored in above

ground tanks. All the storage tanks of hazardous flammable substances will be located within

premises in separate storage area i.e. Tank farm area. Industry is having storage areas in

plant premises i.e. raw material storage area, solvent drum storage area, acid/alkali drum

storage area, solvent storage yard (tank farm area) and engineering spares storage. All

motors and electrical connections will be flame proof.

All the liquid raw materials will be stored on the pallets in dedicated drum storage

warehouse. The storage area for hazardous chemicals will be located within the boundary

wall with a constant watch by security round the clock. All necessary firefighting system and

safety arrangements will be provided near the storage area to combat any emergency

accident. MSDS will be placed at each Hazardous raw material for ready information of the

material.

10.3.1 Handling / Transportation of Solvents

• Solvents are unloaded from road tanker to respective dedicated solvent tanks at tank

farm area and solvent unloading permit system is being followed.

• Earth interlocking facility is available at tank farm area.

• Dedicated pipe lines are available for transferring the solvent from solvent yard to

solvent day tanks located at production blocks. The maximum line size is 1” to 2” dia.

• Color coding is being followed as per standard color coding standard.

• For chemicals with low consumptions will be dispensed in carboys/drums and will be

transported by using forklifts to production blocks as per batch requirement and

transferred to the reactors using air operated double diaphragm (AODD) pumps or

through vacuum.

Spill control kit is available in the solvent dispensing area/tank farm area as well as

production blocks to contain the spill and spill containment procedure in place and all

employees are trained on spill containment procedure.

10.3.2 Spill Control Management

The guidelines for spill control in protecting and preventing the environment from

contamination will be ensured.The following are required for prevention of contamination for

storage in vessels/ tanks based on the type of materials. They are:

• Dyke or retaining wall



• Sump and drainage system

• Diversion system

• Retention tank

• Drip pans

• Absorbent Materials

Practice and Requirement for liquid storage Tank Storage:

Bulk chemicals, fuels or solvents will provide dyke or retaining wall around the tank.

Drainage from dyke or walled storage area will be restrained by valves or other positive

means.

Drain valves will remain in closed position except during draining. Draining of liquid will

not be commenced until sampling check is done & found free from contaminant.

All dykes or wall built will be liquid tight and will be checked periodically.

Standby empty tanks (dump tanks) will be available for transferring the liquid during

any leakage of tank / reactor in Tank farm area and near to each production blocks.

Materials stored in tank will be compatible to the condition of storage such as

corrosion, temperature and pressure rating.

Outdoor underground tanks will be SS 316 grade kept in RCC underground tank. Fill

the RCC tank with sand with observation pit.

Valves and pipelines will be audited regularly by technical and operation personnel.

The job will include visual inspection for defects and deterioration, leakage, liquid

accumulation, piping joints and supports etc.

Truck Tanker / Drum and Vessel Contaminant: The spill control is meant to cover only the

general precaution and measure throughout the whole process operations. However, each

area will be individually supplemented by its own detailed procedure.

Training: The team members will be trained to handle spill or leak incidents. Refresher

training will be conducted regularly. Mock drill will be conducted at prescribed frequency to

check & ensure sites readiness to respond in case of emergency.

10.3.3 Housekeeping, Predictive and Preventive Maintenance

Maintaining a clean and orderly site is part of the environmental management policy.

All areas will be cleaned routinely and wastes will be disposed as per waste disposal

procedures. Floor washing is avoided and wet mopping will be adopted to minimize liquid

waste generation. Housekeeping in each area is required to be audited to ensure meeting

the plant standards.



A sound preventive and predictive maintenance program will be established to ensure the

integrity of the piping, joints and gaskets. Pumps seal and other rotating equipment will be

periodically inspected, replaced, serviced and maintained so that leak and spill will be

prevented.

10.3.4 Fuel Storage, Handling and Management

Coal is about 102 TPD will be used for proposed 2 X 6 TPH, 10 TPH and existing 3

TPH Coal Fired Boilers and proposed 4 Lakh K.cal/hr Coal Fired Thermic Fluid Heater.

Diesel of about 670 Lit/hr will be used in the proposed 2 X 1000 KVA, 2 X 500 KVA in

addition to the existing 125 KVA DG sets and proposed 2 X 2 Lakh Kcal/hr Diesel fired

Thermic Fluid Heater. DG sets will be used as standby during power failure. Coal is procured

from Singareni Colleries company limited through direct / e-auction and Diesel will be

procured from the distribution sources closer to the project site. Coal will be stored in

covered shed and sent to Boiler. Ash will be sent to Brick manufacturers.

10.4 Occupational Safety and Health Aspects

Many workers health and safety hazards are posed by synthesis operations. They

include safety hazards from moving machine parts, pressurized equipment and pipes; heavy

manual handling of materials and equipment; steam, hot liquids, heated surfaces and hot

workplace environments; confined spaces and hazardous energy sources (e.g., electricity);

and high noise levels.

Acute and chronic health risks may result from worker exposures to hazardous chemicals

during synthesis operations. Chemicals with acute health effects can damage the eyes and

skin, be corrosive or irritating to body tissues, cause sensitization or allergic reactions or be

asphyxiants, causing suffocation or oxygen deficiency. Chemicals with chronic health effects

may cause cancer, or damage the liver, kidneys or lungs or affect the nervous, endocrine,

reproductive or other organ systems. Worker exposure to chemicals can occur during

manufacturing when chemicals spill, leak, or discharge from the process system and

contaminate areas where workers are present. The most frequently reported industrial

exposure occurs during the transfer of materials. The entry of workers into systems,

equipment, or enclosures that are contaminated may occur inadvertently, but routine

servicing, nonscheduled maintenance, and process monitoring appear to be the kind of

activities with potential for significant exposure. Health and safety hazards may be controlled

by implementing appropriate control measures (e.g., process modifications, engineering

controls, and administrative practices, personal and respiratory protective equipment).

The process modification will be a constant exercise of the Research and Development wing

of the organization, resulting in reduced pollution loads and increased yields. The measures



proposed are selection of alternative solvents / routes of synthesis, avoidance of hazardous

chemicals usage and application of green chemistry principles.

The engineering controls proposed for reducing occupational hazards are; provision of

scrubbers, condenser systems for process equipment, piping systems, insulation to reactors,

usage of transfer pumps with mechanical seals, Air Operated Double Diaphragm (AODD)

pumps, lifts and trolleys for transfer of drums or bags, closed hoods for charging raw

materials, dip pipe provision for solvent and liquid raw material charging, level indicators,

pressure and temperature indicators, barrier guards on moving machine parts, optimization

of chemical inventory, control switches and emergency stop devices to mitigate and avoid

physical, chemical, electrical and mechanical hazards.

Administrative practices proposed for improving occupational safety are induction training

programs, safety training programs, rotation of workers, implementation of proactive

maintenance schedule, provision of standard operating procedures for all plant operations,

access to MSDS for all employees, access to emergency numbers of contact, and avoidance

of crowded work place, and strengthening of existing occupational health centre.

Personal protective equipment will be provided to all the employees including contract

employees. All the employees will be provided with safety shoe / gumshoe, helmet, masks

and goggles. The other equipment like ear muffs, gloves, respirators, aprons etc., will be

provided to employees depending on the work area allocated to them. The personal

protective equipment (PPE) selection will strictly follow the prescribed guidelines of MSDS.

10.4.1 Medical Check-up

The plant will have a medical program of pre-employment screening, periodic medical

examination, emergency treatment, non-emergency treatment, and record keeping and

review. The pre-employment screening and periodic medical examination will follow the

guidelines of factories act. The pre-employment screening will obtain medical history,

occupational history followed by physical examination and baseline monitoring for specific

exposures. The existing occupational health center will be strengthened to provide

emergency and non-emergency treatment, by way of emergency first aid on-site, liaison with

local hospitals and specialists, arranging decontamination of victims, arranging transport of

victims to hospitals, and to transfer medical records, and to provide details of incident and

medical history to next care provider. The occupational health centre will maintain the health

records and will analyse the records for any common symptoms and common health

problems which may be due to exposure to chemicals, and or due to other occupational

hazards.



10.4.2 Occupational Health Centre within Plant Premises

• Health programme outlines a routine monitoring of health and safety of the AVR

Organics work force. A regular medical check-up of each worker will be carried out

annually and a data base for each worker will be maintained indicating any changes

over a period in health factors like weight, hearing ability, eye-sight, blood pressure,

hair loss, skin condition, any hereditary diseases, etc.

• Cause for any health effect symptoms noticed will be ascertained and proper medical

treatment provided. If the symptoms indicate mild effects due to occupational

exposure the person will be discontinued for any health affecting activities and

appointed on other secondary duties in different workplace.

• Those workers exposed to hazardous chemicals handling are already provided with

suitable protective equipment’s. As per FDA regulations, all plant personnel change

their working clothes and shoes in a separate room, undergo a wash before entering

places like production area.

• There is no anticipated adverse impact on occupational health as utmost care &

precaution is already exercised.

• Good communication will be maintained between plant management and operators,

the health professionals and members of the hygiene and protection unit to ensure

that information is passed on and that follow up actions such as further investigations

or review of practices and controls are carried out. Procedures will be set up to

ensure that actions are taken as necessary.

• However, after the proposed production enhancement, there will be a few raw

materials which have not been handled previously and these are new for the plant

personnel and also for the staff in the medical, safety & firefighting department.

• Therefore, particular importance will be given to the health monitoring of the plant

personnel employed in the expansion area since these individuals will be exposed to

the new chemicals

• Potential hazards, safety procedures, emergency measures etc. will be displayed at

suitable locations at all workplaces to mitigate occupational hazards

• Workers at different units may be trained properly to follow safety norms strictly to

prevent incidences/accidents, about the procedures to be followed under emergency

situations to minimize the intensity of impacts

• Awareness programmes will be conducted periodically for the workers regarding

occupational hazards, safety aspects, emergency preparedness and environmental

protection

• Strict enforcement for use of personal safety and protective devices provided to them,

while they are on duty



10.5 Transport systems

All the raw materials and finished products are transported by road. There will be

about 40 truck trips per day to the factory. Traffic signs are placed in the battery limit. The

drivers of the vehicles will be provided with TREM cards and will be explained the measure

to be adopted during various emergencies.

10.6 Waste minimization measures by Reduce, Recovery and Reuse Concepts

Improving Efficiency:

• Process Development Team will be working continuously to improve the yield of

products, intermediates and finished products.

• This reduces the amount of waste generated per kilogram of output

Reducing Raw Material Usage: For an API industry, R&D is a continuous process that

helps in optimization of raw material consumption in each stage of the product, thereby

helping in reduction of raw material and solvent consumption, ultimately resulting in

reduction of waste and improving the yield of the product.

Reduction in No. of Stages: During the R&D process, there are more possibilities of

combining 2 or more stages / reaction steps / unit operations, thereby reducing the time

lines, ultimately resulting in reduction of lead time of production and waste generation,

which also helps in saving energy.

Minimizing Repacking: Industry plans to purchase raw materials from vendors in

customised quantities and packing so that re-packing and issuing from the warehouse

can be minimized. For example: Activated carbon could be procured in cellulose bags.

Minimizing Solvent Losses: Industry intends to use innovative equipment that

provides less environmental exposure hence improves operation efficiency and reduces

any solvent losses

Recovery: - Recovery of heat from Boiler flue gas.

- Recovery of Ammonium sulphate and Sodium sulphate from the process

secondary scrubber water.

Reuse: - Reuse of solvents after recovery within the plant premises.

- Reuse of treated effluent in utilities after treatment in ETP

- Reuse of scrubbing water like dilute HCl and dilute ammonia in process.

Energy Conservation and Natural Resource Conservation: Will install energy

saving equipment’s and rain water harvesting will be practiced.

Minimising Energy consumption: Exploring the possible technologies like using LED



lights, 5 star rating pumps / air conditioners etc.

10.7 Cost Provision for Environmental, Occupation Health & Safety Measures Total capital cost earmarked towards environmental pollution control measures is

Rs.26.05 Crores in addition to the existing investment and the Recurring cost (operation

and maintenance) will be about Rs.20.5 Crores per annum (Table 10.5).

Table 10.5: Estimated Budget for Environmental, Health & Safety Management (Capital & Recurring cost)

Sl. No. Description

Cost in Lakhs Proposed

Capital *Recurring Air Pollution Control 1. Multi cyclone & Bag filter with Stacks 120

15 2. Scrubbers 200 3. Vent condensers 130 Water Pollution Control

4. ETP Civil works, Steam stripper, MEE, ATFD, R.O. and mechanical equipment 1050 810

Noise Pollution Control 5. Silencers / acoustic enclosures 20 5 Hazardous / Solid Waste Management

6. Covered Platform with leachate collection system 30 900** 7. Greenbelt Development 35

320

8. Occupational Health and Safety 70 9. Fire Management 300

10. Dyke walls and Storm water drains 50 11. Environmental Laboratory 250 12. Miscellaneous 350

Total 2605 2050 * Recurring cost includes manpower, consumables, energy charges per annum ** including the handling, transportation and incineration / land fill charges

Chapter 11 Summary & Conclusion

AVR Organics Pvt. Ltd.- EIA report Chapter 11: Summary& Conclusion


Chapter 11

Summary & Conclusion

Summary of the EIA report and Executive summary is similar.

Hence, Summary of EIA report is provided at the beginning of

the EIA report as Executive Summary.

Page no. ES 1 to ES 15

Chapter 12 Disclosure of Consultant

AVR Organics Pvt. Ltd. – EIA Report Chapter 12: Disclosure of Consultant


Chapter 12

Disclosure of Consultant

12.1 Introduction

The Environmental Impact Assessment (EIA) including Environmental Management

Plan (EMP) report has been prepared by carrying out various scientific studies. Studies

have been carried out by engaging experts of M/s KKB Envirocare Consultants Pvt. Ltd.,

Hyderabad and its associates.

Sl. No.

Study Consultants

1. Environmental Impact Assessment

study including Environmental

Management Plan

KKB Envirocare Consultants Pvt. Ltd., Hyderabad

(NABET ACCREDITED)

2. Baseline Environmental Studies KKB Micro Testing Labs Pvt. Ltd., Hyderabad

(NABL Accredited Laboratory)

KKB Envirocare Consultants has been accredited by NABET for Sector 21, Category -A as

per the NABET Accreditation Certificate mentioned below.



12.2 NABET Accreditaion





12.3 Declaration of Experts







12.4 NABL Accreditation

Annexures

ANNEXURE - I

1

ANNEXURE - II

2

ANNEXURE - II

3

ANNEXURE - III

4

ANNEXURE - III

5

ANNEXURE - III

6

ANNEXURE - III

7

ANNEXURE - III

8

ANNEXURE - III

9

ANNEXURE - III

10

ANNEXURE - III

11

ANNEXURE - III

12

ANNEXURE - III

13

ANNEXURE - III

14

ANNEXURE - IV

15

ANNEXURE - IV

16

ANNEXURE - IV

17

ANNEXURE - IV

18

ANNEXURE - IV

19

ANNEXURE - IV

20

ANNEXURE - IV

21

ANNEXURE - IV

22

ANNEXURE - IV

23

Condition wise Compliance report of Consent & Hazardous Waste Authorization Order

Telangana State pollution control board

CFO Conditions Compliance Status Schedule-B The effluent discharged shall not contain constituents in excess of the tolerance limits prescribed below.

Noted the condition and will comply

The industry shall segregate effluent having dissolved solids (Inorganic) value more than 5,000 mg/lit and disposed by using Forced Evaporation system. Only the effluent with dissolved solids (Inorganic) less than 5,000 mg/lit shall be sent to PETL

Noted the condition

The industry should take steps to reduce water consumption to the extent possible and consumption should NOT exceed the quantities prescribed below:

S. No.

Purpose Quantity in KLD

1 Boiler Feed & cooling make up

5

2 Domestic 4 Total 9


The industry should file the water cess returns in Form-1 as required under section (5) of Water (Prevention and Control of Pollution) Cess Act, 1977 on or before the 5th of every calendar month, showing the quantity of water consumed in the previous month along with water meter readings. The industry should remit water cess as per the assessment orders as and when issued by Board.

Complying with the condition

The emission should not contain constituents in excess of the prescribed limits mentioned below. Chimney No

Parameters Emission Standards

1 Particulate Matter 115 mg/Nm3 2 HCl Acid Vapor &

Mist 35 mg/Nm3

3 Acid Mist 50 mg/Nm3

Noted the condition

The industry shall comply with emission limits for DG sets of capacity upto 800 KW as per the Notification G.S.R. 520 9E) dated 1.7.2003 under the Environment (Protection) Amendment Rules, 2003 and G.S.R. 448 (E) dated 12.7.2004 under the Environment (Protection) Second Amendment Rules, 2004. In case of DG Sets of capacity more than 800 KW should comply with emission limits as per the Notification G.S.R. 489 (E) dated 9.7.2002 at Serial No. 96, under the Environment

Noted the condition

ANNEXURE - V

24

CFO Conditions Compliance Status (Protection) Act, 1986 The industry should comply with ambient air quality standards of PM10 (Particulate Matter size less than 10um)- 100 µg/m3; PM2.5 (Particular Matter size less than 2.5 urn)- 60 µg/m3; S02- 80 µg/m3; NOx- 80 µg/m3; NOx- 80 µg/m3, outside the factory premises at the periphery of the industry. Standards for other parameters as mentioned in the National Ambient Air Quality standards of CPCB Notification No. B- 29016/20/90/PCI-1, dated 18.11.2009 shall be complied. Noise Levels: Date Time (6 AM to 10 PM) -75 dB (A) Night Time (10 PM to 6 AM)- 70 dB (A)

Noted the condition

The industry shall manufacture only the consented products

Industry is manufacturing one consented product i.e., Monochloro Acetic Acid (MCA)- 2.27 TPD

The industry shall not increase the capacity beyond the permitted capacity, without obtaining CFE & CFO of the Board


The industry shall lift the LTDS effluents to CETP, Patancheru, duly confirming to the inlet standards of PETL, Patancheru

Noted the condition

The industry has to provide storm water drains & effluent drains separately and effluent drains shall be laid above the ground with proper lining


The industry should not discharge any effluents on land


The industry shall provide adequate storage facilities above the ground with proper lining for storage of effluents before its treatment


The industry shall install & operate water meters for recording category-wise water consumption


The industry shall provide digital flow meters for recording waste water generation at inlet & Outlet of various effluent streams


The industry shall operate VOC analyzers for monitoring of VOCs


The industry shall install and operate Multi-stage Scrubbers in the plant for control of process emissions, so as to avoid odour nuisance.


The industry shall provide online pH meters for the Multi-stage scrubbers

The industry has placed purchase order for providing the online pH meters.

The industry shall provide separate energy meter for the pollution control systems and maintain the records of the same


The industry shall store the all process drums and residues drums in closed shed


The industry shall provide adequate closed Complying with the condition

ANNEXURE - V

25

CFO Conditions Compliance Status storage facilities above the ground with proper lining for storage of Hazardous Waste before its final disposal The industry shall provide vent condensers for all the bulk storage tanks, storing highly volatile solvents

Noted and will comply with the condition

The industry shall install & operate IP camera with PAN, TILT Zoom, 5x or above focal length, with night vision capability along with the flow meter and connect the same to the website of CPCB & TSPCB


The industry shall comply with the directions issued by the Task Force from time to time

Directed to comply.

The industry should develop and maintain green belt all along the boundary of the industry and other vacant places. The industry shall take up extensive plantation under the Haritha Haram program of the State Government

The industry has developed plantation in an area of about 4 acres.

Under no circumstances, the industry should use boiler blow down and scrubber effluents for - gardening


The industry should not cause any air pollution I odour nuisance to the inhabitants of the surrounding environment

Noted the condition

The industry should scrub the Ammonia & HCl emissions generated from the process using multi stage appropriate scrubbing system meeting the Board standard ofHCl emissions 35 mg/Nm3

Noted the condition

There should not be any spillages /chemicals /effluents on ground. The drums containing chemicals & wastes should be stored on elevated platform with a provision to collect leachate /spillages in the collection pit. In no case the drums should be stored on the naked open ground

Noted the condition

The industry should 'evaluate the performance of solvent recovery system for each stream maintains the efficiency of solvent recovery more than 95% for each stream

Noted the condition

The industry should maintain log books on the following: a. hydraulic loads of effluent generation b. Characteristics of effluents c. Quantity of effluents lifted to CETP


The industry shall provide additional condenser, cooling system and wet scrubber as furnished to the Board during review on the implementation of CPCB action plan for critically polluted areas

Not applicable, as the industry is not located in critically polluted area.

The industry should maintain the following records and the same should be made available to the inspecting officer. a. Daily production details, RG-1 records and


ANNEXURE - V

26

CFO Conditions Compliance Status Central Excise Returns. b. Quantity of Effluents generated and. lifted to CETP. c. Log Books for pollution control systems. d. Daily solid waste generated and disposed to TSDF. Under no circumstances the industry should burn the Hazardous Waste in the boiler


The industry should provide dyke walls for storage tanks I areas to contain the spillages


The industry should not discharge any wastewater with/ without treatment outside the factory premises or Onland


As per G.O.Rt.No.286, the industry should transport the industrial eftluents through the effluent tankers plying on the roads is allowed between 6 A.M. to 6 P.M. only.

Noted the condition

The industry should maintain the 6-copy manifest system for transport of eftluents to the CETP

Noted the condition

The industry should comply with the Task force directions issued from time to time

Noted the condition

The applicant should submit Environment Statement in Form V before 30th September of every year as per Rule No.l4 of E (P) Rules, 1986 & amendments


The Conditions are without prejudice to the rights and contentions of this Board in any Court of Law

Noted the condition

ANNEXURE - V

27

GOVERNMENT OF TELANGANA ABSTRACT

District Administration – Formation/Reorganization of District, Revenue Divisions and Mandals in Sangareddy District – Final Notification - Orders – Issued.

REVENUE (DA-CMRF) DEPARTMENT

GO. Ms. No. 239: Date: 11.10.2016

Read:-

1) GO. Rt. No. 368 Revenue (DA-CMRF) Department dated 22-08-2016:

ORDER:- The appended notification will be published in an Extra-Ordinary Issue of Telangana Gazette, dated 11.10.2016 2. The Commissioner of Printing Stationery and Stores Purchase, Telangana State, Hyderabad is requested to publish the notification and furnish 100 copies of the Gazette notification for the use of the Government.

(BY ORDER IN THE NAME OF GOVERNOR OF TELANGANA)

K.PRADEEP CHANDRA SPECIAL CHIEF SECRETARY

To The Collectors concerned The Commissioner of Printing, Stationery & Stores Purchase, TS, Hyderabad The Chief Commissioner of Land Administration, T.S., Hyderabad SF/SC

//FORWARDED: BY ORDER// SECTION OFFICER

ANNEXURE - VI

28

N O T I F I C A T I O N Form II

In exercise of the powers conferred under Section 3 of the Telangana Districts (Formation) Act, 1974, the Governor of Telangana, in the interests of better administration and development of the area concerned, after taking into consideration of the objections and suggestions received from various people and public representatives, by altering the boundaries of existing District(s), i.e., as specified in Section 3 of the Central Act No. 6 of 2014 and its Revenue Divisions and Mandals and Villages, do hereby notify, the new District, Revenue Divisions and Mandals and Villages as specified in the Schedules below, with effect from 11.10.2016. Formation of new District, Revenue Divisions, Mandals and Villages will not have any effect on the existing elected bodies of Zilla Parishads, Mandal Parishads and Gram Panchayats and their jurisdiction over the areas covered by the existing districts, as specified in Section 3 of the Central Act No. 6 of 2014 till the new ZPs, MPs and GPs are constituted, in accordance with law.

ANNEXURE - VI

29

SCHEDULE-I Sangareddy District

Sl.No. Name of the District

Name of the Revenue including

New Revenue Division

Mandals in the District including

New Mandals

Name of the

Erstwhile District

Name of the

Erstwhile Revenue Division

1 2 3 4 5 6 1

Sangareddy

Sangareddy

Sangareddy

Medak

Sangareddy

2 Kandi * 3 Kondapur 4 Sadasivpet 5 Patancheru 6 Ameenpur * 7 Ramchandrapuram 8 Munipally Zaheerabad 9 Jinnaram

Medak

10 Gummadidala * 11 Pulkal 12 Andole 13 Vatpally * 14 Hathnoora 1

Zaheerabad

Zahirabad Zaheerabad 2 Mogudampally * 3 Nyalkal

Sangareddy 4 Jharasangam 5 Kohir 6 Raikode 1

Narayankhed

Narayankhed

Medak

2 Kangti 3 Kalher 4 Sirgapoor * 5 Manoor 6 Nagilgidda*

K. PRADEEP CHANDRA SPECIAL CHIEF SECRETARY

REVENUE DEPARTMENT

ANNEXURE - VI

30

Schedule-II

Reorganization of Mandals in Sangareddy District

Sl.No. Name of the Mandal Villages in the Mandal

Name of the Erstwhile

Mandal(s) from which the present Mandal is formed

1 2 3 4 1

Sangareddy

Irigipally

Sangareddy

2 Chintalpally 3 Kalabgoor 4 Tadlapally 5 Kulabgoor 6 Fasalwadi 7 Mohd.Shapur 8 Nagapur 9 Sangareddy (M )

10 Kalwakunta 11 Pothreddipally 12 Kothlapur 13 Ismailkhanpet 1

Kandi*

Arutla

Sangareddy

2 Chidruppa 3 Byathole 4 Erdanoor 5 Mamidipally 6 Kandi 7 Koulampet 8 Kashipur 9 Utharpally

10 Makthaalloor 11 Kalvemula 12 Topgonda 13 Julkal 14 Indrakaran 15 Cheriyal 16 Eddumailaram 1 Kondapur Garakurthi Kondapur 2 Aliabad

ANNEXURE - VI

31

22 Yavapur (DP) 23 Kambalpally 24 Rejinthal 25 Veltur 26 Mubarakpur 27 Peddapur 28 Sadasivpet (M + OG) 29 Nandi Kandi 30 Siddapur 1

Patancheru

Rudraram

Patancheru

2 Lakdaram 3 Pashamylaram 4 Kyasaram 5 Nandigaon 6 Patighanpur 7 Kardanur 8 Pocharam 9 Patancheru

10 Chitkul 11 Isnapur 12 Muthangi 13 Bhanur 14 Bachuguda 15 Chinnakanjerla 16 Peddakanjerla 17 Rameshwar Banda 18 Indresham 19 Inole 1

Ameenpur *

Wadakpally

Patancheru

2 Sultanpur 3 Kishtareddipet 4 Renlagadda (DP) 5 Ilapur 6 Ameenapur 7 Patelguda 1

Ramachandrapuram

Velmala

Ramachandrapuram

2 Kachireddipally 3 Edulnagulapally 4 Manmole (DP) 5 Kollur 6 Osman Nagar 7 Tellapur

ANNEXURE - VI

32

a,

Regd. Office No.3-58, S.R. Chambers,Main Road, Ramachandrapuram,Hyderabad - 502 032. Telangana, INDIATel : 8455-285370,241148, 244489Fax: 091-8455-241374,E-mail : [email protected]

To

KKB Envirocare Consultants Pvt Ltd

Hyderabad

Sir,

Sub: Land details

We are here with giving the registered and agreement details of our land for your reference

Survey Number Area

12&13 14.00

14&15 11.18

233 E2 0.32

261 AA E 0.33

262 AA E 0.30

267 A2 1.20

267 E 0.35

276 6.20

276 AA 4.23

276 E 6.00

276tAt1 1.35

278 3.18

278 3.18

279 AA 1.00

280 1.00

280 A 9.33

Factory : Survey No. 12&13, Yavapur Village, Vikarabad Road, Sadasivpet, Sangareddy (Dist.) 502 291, Telangana INDIA

ANNEXURE - VII

33

a,

Regd. Office No. 3-58, S.R. Chambers,Main Road, Ramachandrapuram,Hyderabad - 502 032. Telangana, INDIATel : 8455-28537 O, 2411 48, 244489Fax : 091-8455-241374,E-mail : avrorganics@gma il.com

281 AA 3.06

281 VU 1.23

281 8.30

285 6.18

285 E 1.34

286 2.04

287 A1 2.20

288 A 1.38

289 2.39

289 3.38

29ONU o.26

291t4 1.10

291 0.38

Total Land 105.39

Reqistered 87.31

Aqreement 18.08

This is for your kind information

Thanking You

Yours faithfully

Factory : Survey No, 12&13, Yavapur Village, Vikarabad Road, Sadasivpet, Sangareddy (Dist.) 502291, Telangana INDIA

ANNEXURE - VII

34

ANNEXURE - VIII

35

GRAMPAF{CFIAYAT : SIDDAPURNl Dl,:S.,r DASI | | VAI'lr,'l' D I S'l': Sn N (; AREDD Y

I9 WHOM SO EVER rT MAY CONCERN

i\i C OBJ ECTION CERT|FICATE

Date:09-0L-2018

- I his is to certify that the proposed cxtension by narne M/s. AVR ORGANICS PVT LTD,

in Surve'y l{r-r:12,13,14,1.5 of Yawapur Village, Siddapur Gram Panchayat, Sadashivapet

Mandai, Sangareddy District has been inspected and observed that it has 40 feet existing

road and it is away from River, l-akc, l{rilz, [o a distance of 500 meters and no Residential

cciorries, iito l. d uca lional/Med ica l/P.eligious institutions exist.

in view of the above it has been resolved that there is NO OBJECTION for extension

of the M/s. AVR ORGANICS P\il' LTD for the line of activity Pharmacy at Sy.No.12,L3,I4,L5,

Yawapur village, Sadashivapet Mandal, Sangareddy District, Telangana.

N.fraSignature with Stamp of GP

Iri

II,l

ANNEXURE - IX

36

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ANNEXURE - IX

37

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EVER IT MA

NO OBJECTION CERTIFiCATE

This is to certify that the proposed extension by name iiVs. AVR ORGJ:?riiCS P\ri

LTD., in Survey No.',s. ZB1,32O/4,287/p€|,267/E,2d145)2/Z,Z*/eL761/J514r.Q

.267/b 4, 267/.b3, 767Lg7,279/3,7g5/481?,281/g)1, ZA1/ <) 3,781/& 7,

z}g Ea 1 / 1 / 1, 7g1 /98 / 1, 7gO / &, 7BO / .% 1, 2gg, ?BB, 7BA / @ 1 n I i, 289 / \ 1 / i,

?8gl1 6, 776/-t) ?, 7761Q , 280/g , 2B1l b* , ztat:{ 1, 267 / q 4, 7-85, 785, 281,

288&), 7gC /e5, 77 6 / Q, Z8A i b 1 / i, 28g / 4 9 / 1, ?e5 / & i /.,, 781 lDl, 281 i k) / Z / 1, ;

2761 a€ 7/1,291/ 9€ 1/3 of iMDDIKUNTA Grarn Panchayat, S.4.DAS|VP--I. i/raricial,

SANGAREDDY Dist has been inspected and observed that it has 40 feet exisiing rcad ancj it

is away from River, Lake, Nata to a disiance of 500 meters and no Residential cotonies, lio

ECucationa[ /Medical./ Retigious institutions exist.

ln view of the above it has been resotved that there is NO OBJECTION for extension

of the M/s. AVR ORGANICS PVT LTD for the line of activity Pharmacy at above suryey

numbers in IIADD|KUNTA [V], SADASIVPET [M]r SANGAREDDY [DIST], T.S.

370<-,rSi786g'/a3!,60TgE

ANNEXURE- X

38

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ANNEXURE- X

39

ANNEXURE - XI

40

ANNEXURE - XI

41

ANNEXURE - XI

42

ANNEXURE - XI

43

ANNEXURE - XII

44

ANNEXURE - XII

45

ANNEXURE - XII

46

Page 1 of 4

AVR Organics Pvt. Ltd.

Pre - Medical Checkup

Record

Name of the employee :

Age : years Sex :

Employee Code :

BLOOD GROUP :

ANNEXURE - XIII

47

Page 2 of 4 COMPLAINTS IF ANY: 1.

2.

3.

Relevant past history:

Personal History:

* Marital Status : Married/Unmarried No. of children Male…… / Female ……

* Menstrual History : Obstetric History :

* Habits : Tobacco / Alcohol / Gutkha

* Drug Allergies if any :

Family History :

Diabetes – Hypertension – Epilepsy – Cancer – Others

GENERAL PHYSICAL EXAMINATION:

Built Height cms Weight kgs

Anemia Icterus Cyanosis Clubbing Glands

Oedema Pulse /min B.P mmHg Temperature

CARDIO VASCULAR SYSTEM :

Heart Sounds S1 S2

RESPIRATORY SYSTEM :

Breath Sounds

ABDOMEN

Liver Spleen Tenderness if any

ANNEXURE - XIII

48

Page 3 of 4 GENITALIA :

HYDROCELE HERNIAS OTHERS

SKIN AND EXTREMITIES :

ULCERATIONS VARICOSITIES BOILS

PARASITIC INFESTATION FUNGAL INFECTIONS OTHERS

CENTRAL NERVOUS SYSTEM :

Reflexes : Abnormalities if any :

E.N.T. EXAMINATION:

Abnormalities if any : EYE EXAMINATION :

Cataract and if any Abnormalities

LABORATORY INVESTIGATIONS :

1. Complete Blood Picture (Including Blood group)

6. HIV

2. Complete Urine Examination 7. Hbs Ag

3. X – Ray Chest PA View 8. ESR

4. E.C.G 9. VDRL

5. Stool Examination ( For all food handlers)

10.Vision Testing Ref. Doctor sign. :

ANNEXURE - XIII

49

REMARKS:

PLACE

DATE

Medical Officer

Page 4 of 4

ANNEXURE - XIII

50

List of Other Chemicals and its Consumption Storage & Handling

S.No Raw Material

Daily Consumpti-on of Raw Material

Max. Storage in the premises

Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

1 ((2E)-3-(4-Amino-3,5-Dimethyl phenyl)prop-2-Enenitrile Hydrochloride

183.3 1.28 7 Solid HDPE 25 52

2 (-)-Di-p-Toluoyl-L-tartaric acid 243.3 1.70 7 Lq HDPE 25 68

3

(1R)-(S)-Pinanediol-1-ammonium trifluoroacetate-3-methylbutane-1-boronate

2.0 0.01 13 Solid HDPE 25 1

4 (1R,2R)-(-)-1,2-Diaminocyclohexane 1.8 0.01 14 Solid HDPE 25 1

5

(1S,4R)-4-Amino-2-cyclopentene-1-methanol Tartrate

53.3 0.37 7 Solid HDPE 25 15

6 (2,6-Dimethylphenoxy) acetyl chloride 2.8 0.02 9 Lq HDPE 25 1

7

(2R,3S)-3-tert-Butoxycarbonyl amino-2-(1-ethoxyethoxy)-3-phenylpropanoic acid

4 0.03 6 Lq HDPE 25 1

8

(2S)-(1-Tetrahydropyramid-2-one)-3-methylbutanoic acid

7.3 0.05 7 Lq HDPE 25 2

9 (2S,3S)-1,2-Epoxy-3-(Boc-amino)-4-phenylbutane 118.7 0.83 7 Solid HDPE 25 34

10

(3aR,4R,5R,6aS)-4-[3S-Hydroxy-5-phenyl-1E-pentenyl]-5-hydroxy-hexahydro-2H-cyclopenta[b]furan-2-ol

9.3 0.07 8 Solid HDPE 25 3

11

(3aR,4R,5R,6aS)-5-Hydroxy-4-{(1E, 3R)-3-hydroxy-4-[3-(trifluoromethyl) phenoxy]-1-buten-1-yl}hexahydro-2H-cyclopenta[b]furan-2-one

2.1 0.01 12 Solid HDPE 25 1

12

(3aR,4S,5R,6aS)-4-[3-R-hydroxy-5-phenylpentyl)-5-(hydroxy)-hexa hydro-2H-cyclopenta[b]furan-2-ol

10.7 0.07 7 Solid HDPE 25 3

13

(3R,4R,5S)-Ethyl-5-(allylamino)-4-amino-3-(pentan-3-yloxy) cyclohex-1-enecarboxylate

40.0 0.28 8 Solid HDPE 25 11

14 (4-Carboxybutyl)triphenyl phosphonium bromide 31.4 0.22 7 Solid HDPE 25 9

ANNEXURE - XIV

51

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

15 (4-Chlorophenyl) phenyl methanone 500.0 3.50 7 Solid HDPE 200 18

16 (D,L)-3-Aminoglutarimide Hydrochloride 1.7 0.01 15 Lq HDPE 25 1

17 (D,L)-3-Aminopiperidine-2,6-dione Hydrochloride 3.9 0.03 7 Solid HDPE 25 1

18 (R)-Phenylalanine 5.9 0.04 9 Solid HDPE 25 2

19 (R)-Propylene Carbonate 396.7 2.78 8 Solid HDPE 200 14

20

(R,Z}-5-Amino-2-(dibenzylamino)-1,6-diphenyl hex-4-en-3-one

73.3 0.51 7 Solid HDPE 200 3

21 (S)-1,2-Diaminopropane Dihydrochloride 1.3 0.01 7 Solid HDPE 25 1

22

(S)-3-Carbamoyl-2-(quinoline-2-carboxamido) propanoic acid

7.0 0.05 7 Lq HDPE 25 2

23

(S)-5-Chloro-α-(Cyclopropylethynyl)-2-(4'-methoxybenzylamino)(trifluoro methyl)benzene methanol

366.7 2.57 7 Lq HDPE 200 13

24

(S)-9,10-Difluoro-3-methyl-7-oxo-3,7-dihydro-2H-[1,4]oxazino [2,3,4-ij] quinoline-6-carboxilic acid

100.0 0.70 7 Lq HDPE 25 28

25 (S)-Mandelic acid 2360.0 16.52 7 Lq HDPE 25 661

26

(S)-Methyl-3-methyl-2-((4-Nitro phenoxy) carbonylamino) butanoate

20.3 0.14 7 Solid HDPE 25 6

27

[(1S,2R)-3-[[(4-Amino phenyl) sulfonyl](2-methylpropyl)amino]-2-hydroxy-1-phenylmethyl) propyl]carbamic acid, (3S)-tetrahydro-3-furanyl ester

337 2.36 7 Solid HDPE 25 95

28

1-([[(3R,3aS,6aR) Hexahydrofuro [2,3-b]furan-3-yloxy]carbonyl] oxy)-2,5-pyrrolidinedione

70.0 0.49 7 Solid HDPE 25 20

29 1-(2,4-Difluorobenzyl)urea 487.3 3.41 7 Solid HDPE 25 136

30

1-(3-Chloropropyl)-1,3-dihydro-2H-benzimedazole-2-one

166.7 1.17 7 Solid HDPE 25 47

31 1-(6-Methoxynaphthalen-2-yl) ethanone 40.0 0.28 7 Solid HDPE 25 11

32 1,2,3,5-Tetracetyl-β-D-Ribofuranose 7.1 0.05 7 Solid HDPE 25 2

33 1,2,3-Triacetyl-5-deoxy-D-ribose 89.3 0.63 7 Solid HDPE 25 25

ANNEXURE - XIV

52

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

34 1,2,4-Triozale 898.3 6.29 7 Solid HDPE 25 252

35 1,2-Dimethoxyethane 982.7 6.88 7 Lq HDPE 200 35

36 1,3-Dibromo-5,5-dimethyl hydantoin 147.3 1.03 7 Solid HDPE 25 41

37 1,3-Dichloroacetone 16.7 0.12 7 Solid HDPE 25 5

38 1,3-Difluro benzene 861.7 6.03 7 Lq HDPE 200 30

39 1,4-Dioxane 696.7 4.88 7 Solid HDPE 200 25

40 1,4-Dithiane-2,5-diol 54.7 0.38 7 Solid HDPE 200 2

41 1,8-Diazabicyclo (5.4.0)undec-7-ene 4.3 0.03 7 Lq HDPE 200 1

42 10-Deacetylbaccatin III 4 0.03 7 Solid HDPE 25 1

43 1-Bromo-2-methoxyethane 43.3 0.30 7 Solid HDPE 25 12

44 1-Bromopropane 67.7 0.47 7 Lq HDPE 250 2

45

1-Ethyl-3-(3-dimethylamino propyl) carbodiimide Hydrochloride

4.0 0.03 7 Solid HDPE 25 1

46 1-Hydroxybenzotriazole Hydrate 6.7 0.05 7 Solid HDPE 25 2

47

2-(1-Benzyl-1H-indol-5-yl)-ethane sulfonic acid methylamide

147.3 1.03 7 Solid HDPE 25 41

48 2-(2-(2,6-Dichlorophenyl amino) phenyl)acetic acid 233.3 1.63 7 Lq HDPE 200 9

49 2,2,2-Trichloroethyl Chloroformate 7 0.05 7 Solid HDPE 25 2

50 2,3-Dichloro-5,6-dicyano-1,4-benzoquinone 251.7 1.76 7 Solid HDPE 200 9

51 2,5-Dichloro Nitrobenzene 340.0 2.38 7 Solid HDPE 200 12

52 2,6-Dichloro-n-phenylbenzylamine 50.0 0.35 7 Solid HDPE 25 14

53 2,8-Diazabicyclo [4.3.0] nonane 33.3 0.23 7 Solid HDPE 25 10

54 2-[1-(Mercaptomethyl)c yclopropyl] acetic acid 36.0 0.25 7 Lq HDPE 200 2

55 2-Butanol 20.0 0.14 7 Lq HDPE 200 1

56 2-Butyl-1,3-diazaspiro[4,4] nonan-4-one Hydrochloride 54.7 0.38 7 Lq HDPE 25 15

57 2-Butyl-4-chloro-5-formyl imidazole 307 2.15 7 Lq HDPE 25 86

58 2-Chloro-3-amino-4-methylpyridine 155.7 1.09 7 Lq HDPE 25 44

59 2-Chloro-4,6-Dimethoxy-1,3,5-triazine 0.9 0.01 7 Lq HDPE 25 1

60 2-Chloroethanol 73.3 0.51 7 Lq HDPE 200 3

61 2-Chloronicotinoyl Chloride 255.7 1.79 7 Lq HDPE 200 9

62 2-Cyano-4’-methylbiphenyl 297 2.08 7 Solid HDPE 200 10

ANNEXURE - XIV

53

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

63

2-Ethoxy-5-(4-methylpiperazinyl) sulfonyl benzoic acid

225.0 1.58 7 Solid HDPE 200 8

64 2-Hydroxymalondialdehyde 100.0 0.70 7 Lq HDPE 200 4

65 2-Nitro-4-thiocyanoaniline 107.0 0.75 7 Lq HDPE 25 30

66 2-Phenyl-1,3-propanediol 18.3 0.13 7 Lq HDPE 25 5

67 3-Chloro-4-fluoroaniline 25.8 0.18 7 Lq HDPE 200 1

68 3-Chloropropiophenone 33.3 0.23 7 Lq HDPE 25 10

69 3-Ehynylaniline Hydrochloride 10.0 0.07 7 Lq HDPE 25 3

70 3-Hydroxy-2-methyl pyran-4-one 166.7 1.17 7 Solid HDPE 25 47

71 3-Hydroxyacetophenone 15.8 0.11 7 Solid HDPE 25 4

72 3-Morpholinopropyl Chloride 21.7 0.15 7 Solid HDPE 25 6

73

4-((4-Methyl-1-piperazinyl)methyl) benzoic acid Dihydrochloride

77.3 0.54 7 Solid HDPE 25 22

74

4-(2-(2-Amino-4,7-dihydro-4-oxo-1H-pyrrolo-[2,3-d]pyrimidin-5-yl) ethyl) benzoic acid

1.3 0.01 7 Solid HDPE 25 1

75 4-(4-Chlorophenyl)-4-hydroxy piperidine 2.7 0.02 7 Solid HDPE 25 1

76 4’-(Bromomethyl) [1,1’-biphenyl]-2-carbonitrile 77.3 0.54 7 Solid HDPE 25 22

77

4-Amino-1-methyl-3-n-propyl pyrazole-5-carboxamide

125.0 0.88 7 Solid HDPE 25 35

78 4-Aminobenzonitrile 280.0 1.96 7 Solid HDPE 25 79

79 4-Bromofluorobenzene 100.0 0.70 7 Solid HDPE 250 3

80 4-Bromomethyl-biphenyl-2-carbonitrile 92.3 0.65 7 Solid HDPE 25 26

81 4-Dimethylaminopyridine 1 0.01 7 Solid HDPE 25 1

82 4-Fluorobenzaldehyde 24.7 0.17 7 Solid HDPE 200 1

83 4-Fluorobenzylamine 25.0 0.18 7 Lq HDPE 200 1

84 4-Nitrophenyl Chloroformate 28.3 0.20 7 Solid HDPE 200 1

85 4-Piperidinopiperdine 2.0 0.01 7 Solid HDPE 25 1

86

5-(4-Amino-5-fluoro-2-oxo-2H-pyrimidin-1-yl) - [1,3]oxa thiolane-2-carboxylic acid-2- isopropyl-5-methyl-cyclohexyl ester

148 1.04 7 Solid HDPE 200 5

87 5-Amino-4-imidazolecarboxamide 5 0.04 7 Solid HDPE 25 1

ANNEXURE - XIV

54

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

88 5-Azacytosine 2.4 0.02 7 Solid HDPE 25 1

89 5-Bromophthalide 165.0 1.16 7 Solid HDPE 25 46

90 5-Cyanophthalide 90.0 0.63 7 Solid HDPE 25 25

91 5-Fluoro-2-oxindole 2.7 0.02 7 Solid HDPE 25 1

92 5-Fluorocytosine 43.7 0.31 7 Solid HDPE 25 12

93 5-Formyl-2,4-dimethyl-1H-pyrrole-3-carboxylic acid 3.3 0.02 7 Solid HDPE 25 1

94 5-Hydroxymethylthiazole 16.0 0.11 7 Solid HDPE 25 5

95 5-Methyl-1,2,4-oxadiozole Potassium 16.7 0.12 7 Solid HDPE 25 5

96 6,7-Dimethoxy-3,4-dihydro quinazoline-4-one 31.0 0.22 7 Solid HDPE 25 9

97

7-Chloro-1-cyclopropyl-6-fluoro-4-oxo-1,4-dihydro-quinoline-3-carboxylic acid

167.3 1.17 7 Solid HDPE 25 47

98

7-Chloro-1-ethyl-6-fluoro-4-oxo-1,4-dihydroquinoline-3-carboxylic acid

142.8 1.00 7 Solid HDPE 25 40

99 7-Ethyl-10-hydroxycamptothecin 1.7 0.01 7 Solid HDPE/bags 25 Kg 1

100 Activated Carbon 301.9 2.11 7 Solid HDPE 50 Kg 42

101 Adenine 443.3 3.10 7 Solid HDPE 25 Kg 125

102 Ammonia solution (18%) 1302.2 9.12 7 Lq HDPE 50 Kg 182

103 Ammonium Formate 477.8 3.34 7 Solid HDPE 200 Kg 17

104 Ammonium Hydroxide 21.0 0.15 7 Solid HDPE 25 Kg 6

105 Ammonium Sulfate 1.7 0.01 7 Solid HDPE/bags 25 Kg 1

106 Azobisisobutyronitrile 6.0 0.04 7 Solid HDPE/bags 25 Kg 2

107 Benzenesulfonic acid 74.0 0.52 7 Lq HDPE 250 Kg 2

108 Benzoyl Lactone sugar 10.0 0.07 7 Solid HDPE 25 Kg 3

109 Benzoyl Peroxide 89 0.62 7 Solid HDPE 25 Kg 25

110 Benzylmagnesium Chloride (30%) in Tetrahydrofuran 13.3 0.09 7 Solid HDPE 25 Kg 4

111 Boric acid 49.7 0.35 7 solid HDPE 25 Kg 14

112 Bromoanisole 401 2.81 7 Lq HDPE 25 Kg 112

113 Calcium Acetate Monohydrate 173.0 1.21 7 Solid HDPE/bags 25 Kg

114 Calcium Chloride 5.0 0.04 7 Solid HDPE/bags 25 Kg 2

115 Calcium Oxide 77.7 0.54 7 Solid HDPE/bags 25 Kg 22

116 Camphorsulfonic acid 108.3 0.76 7 Lq HDPE 25 Kg 30

117

Carbamic acid-[(1S)-1-(2R)-oxiranyl-2-phenylethyl]-,1,1-dimethylethylester

44.7 0.31 7 Solid HDPE 25 Kg 13

118 Carbon 99.6 0.70 7 Solid HDPE 25 Kg 28

ANNEXURE - XIV

55

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

119 Celite 0.2 0.00 7 Solid HDPE 25 Kg 1

120 Cerium Chloride 27.7 0.19 7 Solid HDPE 25 Kg 8

121 Cetyl trimethyl ammonium bromide 18.3 0.13 7 Solid HDPE 200 Kg 1

122 Charcoal 0.2 0.00 7 Solid HDPE 25 Kg 1

123 Chloroacetic acid 8.3 0.06 7 Lq HDPE/bags 25 Kg 2

124 Chloroacetyl Chloride 981.3 6.87 7 Solid HDPE 200 Kg 34

125 Chloromethyl Isopropyl Carbonate 315.0 2.21 7 Solid HDPE 200 Kg 11

126 Chlorosulfonyl Isocyanate 34.2 0.24 7 Solid HDPE 25 Kg 10

127 Citric acid 507.0 3.55 7 Lq HDPE/bags 25 Kg 142

128 Citric acid Monohydrate 26.1 0.18 7 Solid HDPE/bags 25 Kg 7

129 Copper Iodide 61.0 0.43 7 Solid HDPE 50 Kg 8

130 Copper Sulfate 46.0 0.32 7 Solid HDPE 50 Kg 7

131 Cyanamide 163.3 1.14 7 Solid HDPE 200 Kg 6

132 Cyanamide (50%) Solution 99.3 0.70 7 Lq HDPE 200 Kg 4

133 Cyclohexne-1,1-dicetic acid monoamide 533.3 3.73 7 Solid HDPE 200 Kg 19

134 Cyclopropylamine 255.7 1.79 7 Solid HDPE 200 Kg 9

135 Cytosine 41.5 0.29 7 Solid HDPE 25 Kg 12

137 DIBAL-H 0.3 0.00 7 Solid Steel drum 30 Kg 1

138 Dicyclohexylamine 26.3 0.18 7 Solid HDPE 200 Kg 1

139 Dicyclohexylcarbodiimide 77.2 0.54 7 Lq HDPE 200 Kg 3

140 Diethanolamine 130.0 0.91 7 Lq HDPE 200 Kg 5

141 Diethyl (tosyloxy)methyl phosphonate 585.7 4.10 7 Lq HDPE 200 Kg 20

142 Diethyl ethoxymethylene malonate 271.7 1.90 7 Solid HDPE 25 Kg 78

143 Diethyl L-glutamate Hydrochloride 1.3 0.01 7 Solid HDPE 25 Kg 1

144 Diethyl Malonate 3700.0 25.90 7 Solid HDPE 200 130

145 Diethylethylenediamine 2.7 0.02 7 Solid HDPE 25 Kg 1

146 Diethylmethoxyborane (10%) in Tetrahydrofuran 6.7 0.05 7 Solid HDPE 50 Kg 1

147 Diisobutylaluminium hydride 0.3 0.00 7 Lq HDPE 25 Kg 1

148 Diisopropylamine 200.0 1.40 7 Solid HDPE 140 Kg 10

149 Diisopropylethylamine 26.8 0.19 7 Solid HDPE 140 Kg 1

150 Dimethoxyethane 130.0 0.91 7 Lq HDPE 25 Kg 36

151 Dimethyl Acetamide 103.3 0.72 8 Solid HDPE 200 Kg 4

152 Dimethyl sulfate 91.7 0.64 8 Solid HDPE 200 Kg 3

153 Dimethyl Sulfoxide 195.3 1.37 8 Solid HDPE 200 Kg 7

ANNEXURE - XIV

56

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

154 Dimethylacetamide 13.3 0.09 15 Solid HDPE 200 Kg 1

155 Dimethylamine Hydrochloride 199 1.39 7 Solid HDPE 25 Kg 56

156 Dimethylaminomagnesium Chloride 114.0 0.80 7 Solid HDPE 25 Kg 32

157 Dimethylaminopyridine 12.3 0.09 9 Solid HDPE 25 Kg 3

158 Dimethylaniline 160.7 1.12 8 Solid HDPE 200 Kg 6

159 DIP Chloride (60%) in n-Hexane 65.0 0.46 8 Lq HDPE 25 Kg 18

160 Dipotassium Hydrogen Phosphate 23.0 0.16 8 Solid HDPE 25 Kg 6

162 Dipotassium-1,1-cyclobutane carboxylate 2.7 0.02 10 Solid HDPE 25 Kg 1

163 Di-tert-butyl dicarbonate 38.7 0.27 7 Lq HDPE 25 Kg 11

164 EDAC Hydrochloride 58.3 0.41 7 Solid HDPE 25 Kg 16

165 Ethyl 3,4-dihydroxybenzoate 21.5 0.15 9 Solid HDPE 25 Kg 6

166 Ethyl Chloroformate 50 0.35 7 Solid HDPE 25 Kg 14

167 Ethyl isobutyrylacetate 31.7 0.22 13 Solid HDPE 200 Kg 1

168

Ethyl-1-cyclopropyl-6,7-difluoro-1,4-dihydro-8-methoxy-4-oxo-3-quinoline carboxylate

85.7 0.60 7 Solid HDPE 25 Kg 24

169 Ethyl-4-Chloroacetoacetate 189.3 1.33 8 Solid HDPE 50 Kg 27 170 Ethylamine (10%) in

Methanol 41.3 0.29 8 Lq HDPE 50 Kg 6

171 Ganciclovir Mono-O-acetate 263.3 1.84 7 Solid HDPE 50 Kg 37

172 Glacial Acetic acid 3 0.02 8 Lq HDPE 25 Kg 1 173 Glycolic acid (70%) 40.0 0.28 13 Lq HDPE 250 Kg 1 174 Glyoxylic acid (35%) 85.0 0.60 9 Lq HDPE 250 Kg 2 175 Hexamethyldisilazane 118.4 0.83 9 Solid HDPE 200 Kg 4 176 Hexamethylphosphoramide 46.7 0.33 9 Solid HDPE 200 Kg 2 177 HOBT 2.7 0.02 10 Solid HDPE 25 Kg 1 178 Hydrobromic acid (47%) 175.0 1.23 7 Lq HDPE 25 Kg 50 179 Hydrobromic acid (48%) 57.0 0.40 7 Lq HDPE 25 Kg 16 180 Hydrochloric acid (20%) 89.0 0.62 7 Lq HDPE 25 Kg 25 181 Hydrochloric acid (33%) 1525.0 10.68 7 Lq HDPE 25 Kg 427 182 Hydrogen bromide in Acetic

acid (38%) 500.0 3.50 7 Lq HDPE 25 Kg 140

183 Hydrogen gas 0.5 0.00 7 HDPE 184 Hydrogen Peroxide (50%) 83.3 0.58 8 Lq HDPE 200 Kg 3 185 Hydroxybenzotriazole 62.3 0.44 8 Solid HDPE 25 Kg 17

ANNEXURE - XIV

57

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

186 Hydroxylamine Hydrochloride 15.0 0.11 9 Solid HDPE/Bags 25 Kg 4

187 Hyflo 72.2 0.51 8 Solid HDPE 25 Kg 20 188 Imidazole 2.7 0.02 10 Solid HDPE 25 Kg 1 189 Iodine 4.7 0.03 11 Liquid Glass 25 Kg 1 190 Isobutyl boronic acid 2.8 0.02 9 solid HDPE 25 Kg 1 191 Isobutylamine 316.7 2.22 7 solid HDPE 25 Kg 89 192 Isobutyramide 15.3 0.11 9 solid HDPE 25 Kg 4 193 Isopropyl Alcohol

Hydrochloride (10%) 50.0 0.35 7 Lq HDPE 25 Kg 14

194 Isopropyl Alcohol Hydrochloride (25%) 302 2.11 7 Lq HDPE 25 Kg 85

195 Isopropyl Ether 240.0 1.68 8 Lq HDPE 300 Kg 6 196 Isopropyl Iodide 5.0 0.04 60 Lq HDPE 300 Kg 1 197 Isovelaraldehyde 1960.0 13.72 7 Lq HDPE 200 Kg 69 198 L(+)-Menthol 62.7 0.44 10 Lq HDPE 200 Kg 2 199 Liq.Ammonia (25%) 90.0 0.63 9 Lq HDPE 200 Kg 3 200 Lithium Acetate 2 0.01 25 Solid HDPE/Bags 50 Kg 1 201 Lithium Hydroxide 1.7 0.01 15 Lq HDPE/Bags 25 Kg 1 202 L-Malic acid 1.7 0.01 15 Lq HDPE/Bags 25 Kg 1 203 L-Pyroglutamic acid 2.5 0.02 10 Lq HDPE 25 Kg 1 204 L-Valine 50.7 0.35 8 Lq HDPE 25 Kg 14 205 Magnesium 227 1.59 7 Solid HDPE 50 Kg 32 206 Magnesium di-tert-Butoxide 11.7 0.08 9 Solid HDPE 25 Kg 3 207 Magnesium Hydroxide 6.7 0.05 8 Solid HDPE 50 Kg 1 208 m-Chloroperoxybenzoic

acid 56.0 0.39 7 Lq HDPE 50 Kg 8

209 Methanesulfonic acid 406.9 2.85 8 Lq HDPE 200 Kg 14 210 Methanolic Ammonia (10%) 83.3 0.58 8 Lq HDPE 200 Kg 3 211 Methanolic Ammonia (4%) 213.3 1.49 8 Lq HDPE 200 Kg 8 212 Methoxycarbonyl-L-tert-

leucine 53.3 0.37 8 Lq HDPE 200 Kg 2

213 Methyl 2-bromomethyl-3-nitro benzoate 1.7 0.01 15 Lq HDPE 25 Kg 1

214 Methyl 3-aminocrotonate 237.3 1.66 8 Solid HDPE 200 Kg 8 215 Methyl(3R)-3-(tert-Butyl

dimethyl silyloxy)-5-oxo-6- triphenylphosphoranylidene hexanoate

57.3 0.40 8 Solid HDPE 50 Kg 8

216 Methyl-1,4-dihydro-1-(2,2-dihydroxy ethyl)-4-oxo-3-phenoxypyridine-2-carboxylate

1575.3 11.03 7 Solid HDPE 50 Kg 220

ANNEXURE - XIV

58

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

217 Methyl-2-[1-[[(benzyloxy)carbonyl] amino]-1-methylethyl]-5,6-dihydroxypyrimidine-4-carboxylate

50.0 0.35 7 Solid HDPE 50 Kg 7

218 Methyl-2-Bromo-O-Chloro Phenyl Acetate 333.3 2.33 7 Solid HDPE 50 Kg 47

219 Methyl-3-(3-((E)-2-(7-chloroquinolin-2-yl)vinyl)phenyl)-3-oxo propyl benzoate

48.7 0.34 7 Solid HDPE 50 Kg 7

220 Methyl-4-(butyramido)-3-methyl-5-nitrobenzoate 159.3 1.12 8 Solid HDPE 50 Kg 22

221 Methyl-4-methyl-1,1-biphenyl-2-carboxylate 116.0 0.81 8 Solid HDPE 50 Kg 16

222 Methylmagnesium Chloride (20%) in Tetrahydrofuran 40.0 0.28 10 Lq HDPE 200 Kg 1

223 Methyltributylammonium Chloride 3.3 0.02 8 Solid HDPE 25 Kg 1

224 Monoethanolamine 71.3 0.50 9 Lq HDPE 200 Kg 3 225 Monomethylamine 4.0 0.03 50 Lq HDPE 200 Kg 1 226 Monomethylamine (40%) 1039.0 7.27 7 Lq HDPE 200 Kg 36 227 N-(2-Amino-4,6-dichloro-5-

pyrimidinyl)formamide 41.7 0.29 10 Solid HDPE 200 Kg 2

228 N-(5-Amino-2-methylphenyl)-4-(3-pyridyl)-2-pyrimidineamine

53.3 0.37 8 Solid HDPE 200 Kg 2

229 N-(Pyrazine-2-ylcarbonyl)-L-Phenylalanine 1.3 0.01 154 Solid HDPE 200 Kg 1

230 N,N-Diisopropylethylamine 200.0 1.40 7 Lq HDPE 200 Kg 7 231 N,N-Dimethyl(tetrahydro-

3,3-diphenyl)-2-furyliden-ammonium bromide

3.3 0.02 61 Solid HDPE 200 Kg 1

232 N,N-Dimethylaminopropyl Chloride 75.0 0.53 8 Solid HDPE 200 Kg 3

233 N-Bromosuccinimide 656 4.59 7 Solid HDPE 25 Kg 184 234 n-Butanol 934.0 6.54 7 Lq HDPE 200 Kg 33 235 n-Butyllithium (15%) in n-

Hexane 26.7 0.19 8 Lq HDPE 200 Kg 1

236 N-Carbethoxy-4-piperidone 333.3 2.33 8 Solid HDPE 200 Kg 12 237 N-Carbobenzyloxy-L-valine 223.3 1.56 7 Solid HDPE 200 Kg 8 238 N-Ethyi-N'-

dimethylaminopropyl- carbodiimide

5.3 0.04 38 Solid HDPE 200 Kg 1

239 NMBA 28.5 0.20 7 Solid HDPE 200 Kg 1 240 N-Methyl Loratidine 73 0.51 9 Lq HDPE 200 Kg 3 241 N-Methyl-2-Pyrrolidone 783.3 5.48 7 Lq HDPE 200 Kg 27

ANNEXURE - XIV

59

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

242 N-Methyl-4-piperidone 55.0 0.39 8 Lq HDPE 200 Kg 2 243 N-Methylbenzene-1,2-

diamine 65.0 0.46 10 Lq HDPE 200 Kg 2

244 N-Methylcarbamoyl Chloride 5 0.04 10 Lq HDPE 25 Kg 2

245 N-Methylmorpholine 368.0 2.58 7 Lq HDPE 25 Kg 103 246 n-Methylpiperizine 80.0 0.56 8 Lq HDPE 200 Kg 3 247 n-Methylpyrrolidine 700.0 4.90 7 Lq HDPE 200 Kg 25 248 n-Pentyl Chloroformate 85.0 0.60 7 Solid HDPE 25 Kg 25 249 N-tert-Butyl-2-(3-amino-2-

hydroxy-4-phenylbutyl)-decahydro isoquinoline-4-carboxamide

9.0 0.06 23 Solid HDPE 200 Kg 1

250 o-Chlorobenzaldehyde 133.3 0.93 7 Lq HDPE 25 Kg 37 251 Oxalic acid 81.1 0.57 7 Solid HDPE /

Bags 25 Kg 23

252 Oxalyl Chloride 49.8 0.35 10 Lq HDPE 250 Kg 2 253 Palladium Carbon 239.7 1.68 7 Solid HDPE 25 Kg 67 254 p-Aminobenzoyl-L-glutamic

acid 183.3 1.28 7 Solid HDPE 25 Kg 51

255 Paraformaldehyde 240 1.68 7 Solid HDPE/Bags 25 Kg 68 256 p-Fluorobromobenzene 154.7 1.08 8 Solid HDPE 250 Kg 4 257 Phosphorous Oxychloride 477.3 3.34 8 Solid HDPE 300 Kg 11 258 Phosphorous Pentasulfide 8.0 0.06 10 Solid HDPE 25 Kg 2 259 Phthalic Anhydride 173.8 1.22 7 Solid HDPE/bags 25 Kg 49 261 P-Hydroxy benzoic acid 50.0 0.35 7 Solid HDPE/Bags 25 Kg 14 262 Pivaloyl Chloride 31.0 0.22 13 lq HDPE 200 Kg 1 263 p-Nitrobenzenesulfonyl

Chloride 163.7 1.15 8 Solid HDPE 200 Kg 6

264 Poly Phosphoric acid 335.0 2.35 8 Lq HDPE 250 Kg 10 265 Potassium butan-2-olate 21.7 0.15 8 Lq HDPE 25 Kg 6 266 Potassium Carbonate 884.0 6.19 7 Solid HDPE/Bags 50 Kg 124 267 Potassium Chloride 5.0 0.04 10 Solid HDPE/Bags 50 Kg 1 268 Potassium Hydroxide 1431 10.02 7 Solid HDPE/Bags 50 Kg 200 269 Potassium Iodide 9.1 0.06 9 Solid HDPE/Bags 25 Kg 3 270 Potassium tetrachloro

platinate 4.7 0.03 7 Solid HDPE 25 Kg 2

271 Potassium-2-Bromobenzoate 183.7 1.29 7 Solid HDPE 25 Kg 51

272 Potassium-tert-Butoxide 13.3 0.09 7 Solid HDPE 25 Kg 4 273 p-Toluenesulfonic acid 0.8 0.01 7 Solid HDPE/Bags 25 Kg 1 274 p-Toluenesulfonic acid

Monohydrate 7.2 0.05 7 Solid HDPE/Bags 25 Kg 2

ANNEXURE - XIV

60

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

275 P-Toluenesulfonyl chloride 356.7 2.50 7 Solid HDPE 50 Kg 50 276 Pyrrolidine 16.0 0.11 7 Lq HDPE 25 Kg 5 277 R-3-Aminobutanol 460.0 3.22 7 Lq HDPE 25 Kg 129 278

Raney Nickel 700.0 4.90 7 Solid HDPE 100, 500 g

in poly bottle

279 Sec-Butyl 2-chloroacetate 6.7 0.05 7 Solid HDPE 25 Kg 2 280 Seeding material 10.0 0.07 7 Solid HDPE 25 Kg 3 281 Silica gel 2 0.01 7 Solid HDPE 25 Kg 1 282 Silver Nitrate 4.0 0.03 7 Lq HDPE 25 Kg 1 283 Silver Nitrite 1.1 0.01 7 Lq HDPE 25 Kg 1 284 S-Methylisothiourea 18.3 0.13 7 Lq HDPE 200 Kg 1 285 Sodamide 3.3 0.02 7 Solid HDPE/Bags 25 Kg 1 287 Sodium Acetate 200.0 1.40 7 Solid HDPE 25 Kg 56 288 Sodium Bicarbonate (10%) 13.3 0.09 7 Solid HDPE/Bags 25 Kg 4 289 Sodium Bisufite 2.7 0.02 7 Solid HDPE/Bags 25 Kg 1 290 Sodium Bisulfate 84.4 0.59 7 Solid HDPE/Bags 25 Kg 24 291 Sodium Borohydride 227 1.59 7 Solid Steel drum 30 Kg 53 292 Sodium Carbonate 488.7 3.42 7 Solid HDPE/Bags 50 Kg 69 293 Sodium Chloride 736.6 5.16 7 Solid HDPE 200 Kg 26 294 Sodium Chloride (10%) 7.9 0.06 7 Lq HDPE 200 Kg 1 295 Sodium Dihydrogen

Phosphate 19.3 0.14 7 Solid HDPE 25 Kg 5

296 Sodium Hydride (60%) in Paraffin Oil 146.0 1.02 7 Lq HDPE 25 Kg 41

297 Sodium Hydrosulfide 53.3 0.37 7 Solid HDPE 25 Kg 15 298 Sodium Hydroxide 2018 14.13 7 Solid HDPE/Bags 25 Kg 565 299 Sodium Hydroxide (10%) 1266.7 8.87 7 Lq HDPE/Bags 25 Kg 355 300 Sodium Hydroxide (40%) 700.0 4.90 7 Lq HDPE/Bags 25 Kg 196 301 Sodium Hydroxide (47%) 283.3 1.98 7 Lq HDPE/Bags 25 Kg 79 302 Sodium Hydroxide (48%) 322 2.25 7 Lq HDPE/Bags 25 Kg 90 303 Sodium Hydroxide (50%) 45.3 0.32 8 Lq HDPE/Bags 25 Kg 13 304 Sodium Hydroxide Lye

(10%) 50.0 0.35 8 Lq HDPE 200 Kg 2

305 Sodium Hypochlorite (5%) 5000 35.00 7 Lq HDPE 200 Kg 175 306 Sodium Metabisulfate 8.7 0.06 9 Solid HDPE/Bags 25 Kg 2 307 Sodium Metabisulfite 13.3 0.09 8 Solid HDPE/Bags 25 Kg 4 308 Sodium Thiosulfate 2.8 0.02 9 Solid HDPE/Bags 25 Kg 1 309 Sodium-2-chloro acetate 116.7 0.82 7 Solid HDPE/Bags 25 Kg 33 311 Succinic acid 10.0 0.07 8 Lq HDPE/Bags 25 Kg 3

ANNEXURE - XIV

61

S.No Raw Material



Physical status

Storage Container

MoC

Max. capacity

of packing

Kg


Kg/day Tons (or) KL

No. of days

Liquid / Solid /

Gas etc.,

PP/ PVC/ HDPE/

MS etc.,

10,25,50,100, 200

etc., Nos.

312 Tartaric acid 296.7 2.08 7 Lq HDPE/Bags 25 Kg 83 313 TBTU 2.0 0.01 13 Solid HDPE 25 Kg 1 314 tert-Butyl-2-(4-(pyridin-2-yl)

benzyl)hydrazinecarboxylate

46.7 0.33 8 Solid HDPE 25 Kg 13

315 tert-Butyl-2-chloroacetate 165.3 1.16 7 Solid HDPE 25 Kg 46 316 tert-Butylamine 46.7 0.33 9 Lq HDPE 130 Kg 3 317 Tetrabutylammonium

Bromide 10 0.07 8 Solid HDPE 25 Kg 3

318 Thionyl ChIoride 793.7 5.56 8 Lq HDPE 300 Kg 19 319 Thiophene Ethylamine 150.0 1.05 7 Lq HDPE 50 Kg 21 320 Triaminopyrimidinone

Sulfate 165.0 1.16 8 Solid HDPE 1, 5 g in

glass bottle

321

Tributyltin Chloride 163.3 1.14 7 Lq HDPE

5, 100, 500 g in

glass bottle

322 Triethylamine Sulfoxonium Iodide 638.3 4.47 7 Solid HDPE 25 Kg 179

323 Triethylorthoformate 313.3 2.19 7 Solid HDPE 25 Kg 88 324 Trimethylsilyl chloride 4.5 0.03 8 Lq HDPE 1 Kg 32 325 Trimethylsilyl

Trifluoromethane sulfonate 13.1 0.09 8 Solid HDPE 25 1

326 Trimethylsulfoxonium Iodide 28.3 0.20 7 Solid HDPE 25 Kg 1

327 Triphenylmethyl Chloride 430 3.01 7 Solid HDPE 25 Kg 120 328 Triphenylphosphine 412.7 2.89 7 Solid 25 Kg 116 329 Triphosgene 98.0 0.69 8 Solid HDPE 25 Kg 1 330 Trityl Chloride 16.8 0.12 8 Solid HDPE/Bags 25 Kg 5 331 Valeryl Chloride 36.0 0.25 12 Solid HDPE 200 Kg 2 332 Zinc Chloride 13.7 0.10 8 Solid HDPE 50Kg 2 333 Zinc Powder 1 0.01 7 Solid HDPE 1 Kg 7 334 β-Thymidine 14.0 0.10 7 Solid HDPE 1 Kg 98

ANNEXURE - XIV

62

~ I

AVR ORGANICS PVr. LTD.,

Regd~Office No.3-58, S.R.Chambers,Main Road, Ramachandrapuram,Hyderabad - 502 032. Telangana, INDIATel: 8455-285370.. 241148,244489Fox: 091-8455-'241374, ~E-mail: [email protected]

, .<"

21st December 2017

ToThe Deputy DirectorGround Water DepartmentSangareddySangareddy Dist. .'

Dear Sir,

Sub: Requesting for water permission of 863 KL per day

We are herewith request your good office kindly give permission of ground water for our plantwhich is in Survey No's 12 & 3, Yavapur village in Sadashivpet MandaI of Sanga Reddy district.We are going for expansion in our industry so we need your permission.

Kindly give do the needful

Yours faithfullyFor AVR Organi:;:::cs:=------..:

M.Narasimha ReddyVice President

Factory: Survey No. 12&13. Yovopur Village. Vikarabad Road, SOdasivpet, Sangareddy (oist.) 502 291. Telangana INDIA

ANNEXURE - XV

63

List of Existing and Proposed Additional Plant & Machinery

S.No Description Existing

1 Reactors 2 Condensers 3 Centrifuges 4 Cooling Towers 5 Nutch Filters 6 Air Compressor 7 SS Pumps with Flame Proof Motors 8 FRP Scrubbers 9 Chillers 10 Material Holding Tanks 11 Conveyer Lines 12 Lump Breakers 13 Shifter 14 Sealing Machines 15 Gas Vaporizer 16 Gas Holding Tank 17 Scrubbers 18 Boiler (3 TPH) 19 DG Sets (125 KVA) 20 RO Plant

Proposed 1 Glassline Reactors 2 SS Reactors 3 Condensers 4 Centrifuges 5 Chillers 6 Receivers 7 Tray driers 8 Leaf Filters 9 Nutch Filters 10 FRP Scrubbers 11 Electronic weighing Balance 12 Cooling Towers 13 Boilers (2 X 6 TPH ; 10 TPH) 14 Air Compressor 15 SS Pumps with Flame Proof Motors 16 DG Sets ( 2 X 1000 KVA); (2 X 500 KVA) 17 Thermic Fluid Heater (TFH)

• 2 X 2 Lac.Kcal / hr (Diesel fired) • 4 Lac K.cal/hr (Coal Fired)

Proposed Additional Plant and Machinery 18 MEE 19 Solvent Recovery Column 20 Scrubbers 21 Other Related Equipments

ANNEXURE - XVI

64

Year Month Day Time Temp, oCRH (%)

Wind Speed (m/s)

Wind Direction Rainfall

2016 12 1 0 22.1 92.30 0.800 130 02016 12 1 1 21.8 95.20 0.000 110 02016 12 1 2 23 94.10 1.028 90 02016 12 1 3 25.2 87.60 1.028 100 02016 12 1 4 26.3 82.10 0.514 330 02016 12 1 5 27.2 68.90 1.029 80 02016 12 1 6 27.6 71.10 0.514 90 02016 12 1 7 28.6 59.70 1.029 70 02016 12 1 8 28.8 62.40 0.514 30 02016 12 1 9 30.3 54.10 1.029 50 02016 12 1 10 30 51.40 0.514 60 02016 12 1 11 29.2 50.20 0.514 40 02016 12 1 12 28.1 52.20 0.514 30 02016 12 1 13 27 55.30 1.028 110 02016 12 1 14 26 58.30 0.514 40 02016 12 1 15 25.1 61.20 1.028 130 02016 12 1 16 24.8 64.30 1.028 160 02016 12 1 17 23.9 74.10 1.542 150 02016 12 1 18 23.5 69.50 1.028 140 02016 12 1 19 23 78.20 1.028 160 02016 12 1 20 22.4 86.30 0.514 150 02016 12 1 21 21.8 84.10 0.000 200 02016 12 1 22 21.6 95.20 0.514 120 02016 12 1 23 20.4 95.80 0.514 120 02016 12 2 0 20.2 98.80 0.514 90 02016 12 2 1 20.9 98.80 0.514 130 02016 12 2 2 21.6 98.80 1.028 150 02016 12 2 3 23.7 98.80 0.514 90 02016 12 2 4 25.5 76.20 0.514 50 02016 12 2 5 26.1 86.10 0.514 60 02016 12 2 6 27.9 62.20 2.056 170 02016 12 2 7 29 72.20 2.056 130 02016 12 2 8 28.6 69.20 3.084 130 02016 12 2 9 28.6 59.70 2.056 140 02016 12 2 10 28.1 65.40 1.028 160 02016 12 2 11 26.8 65.10 2.056 150 02016 12 2 12 25.7 68.20 1.028 140 02016 12 2 13 25.2 70.20 1.028 130 02016 12 2 14 25 69.30 1.028 140 02016 12 2 15 24.7 69.30 0.514 140 02016 12 2 16 24.2 71.40 0.514 140 02016 12 2 17 23.7 74.00 1.028 140 02016 12 2 18 23.5 76.30 1.028 150 02016 12 2 19 23.2 78.20 0.514 150 02016 12 2 20 22.2 72.40 0.514 100 02016 12 2 21 21.6 83.00 0.514 300 02016 12 2 22 20.7 79.30 1.028 60 02016 12 2 23 20 91.10 0.514 120 0

Micro Metereological Data - AVR Organics Pvt. Ltd.

ANNEXURE - XVII

65


Wind Speed (m/s)



2016 12 3 0 19.4 86.00 0.000 230 02016 12 3 1 18.6 96.90 1.028 330 02016 12 3 2 20.7 90.00 0.514 140 02016 12 3 3 23 86.40 1.028 120 02016 12 3 4 24.9 69.70 1.028 110 02016 12 3 5 27.1 67.20 1.542 120 02016 12 3 6 28.5 53.00 1.542 110 02016 12 3 7 29.3 49.30 0.514 40 02016 12 3 8 30.4 47.50 2.056 130 02016 12 3 9 31.1 43.40 1.542 120 02016 12 3 10 31.4 40.30 2.056 120 02016 12 3 11 30 40.40 0.514 60 02016 12 3 12 28.9 42.20 0.514 60 02016 12 3 13 27.2 41.50 0.514 120 02016 12 3 14 25.4 50.20 0.514 110 02016 12 3 15 25 53.10 0.514 80 02016 12 3 16 22.7 54.30 0.514 120 02016 12 3 17 21.6 64.40 0.514 100 02016 12 3 18 20.8 67.20 0.000 120 02016 12 3 19 19.5 61.90 0.514 90 02016 12 3 20 18.7 74.10 0.600 120 02016 12 3 21 18.6 74.60 0.514 150 02016 12 3 22 18.4 81.10 0.000 180 02016 12 3 23 18 83.20 0.800 90 02016 12 4 0 17.4 85.80 0.514 180 02016 12 4 1 17.3 86.90 0.000 10 02016 12 4 2 18.4 93.30 0.514 120 02016 12 4 3 21.5 88.40 0.514 150 02016 12 4 4 24.4 83.90 0.514 70 02016 12 4 5 26.3 68.30 1.028 150 02016 12 4 6 28.3 64.20 0.514 60 02016 12 4 7 28.9 51.80 0.514 60 02016 12 4 8 29.7 46.40 1.542 110 02016 12 4 9 30.4 39.20 0.514 40 02016 12 4 10 30 40.40 1.028 70 02016 12 4 11 29.8 39.30 0.514 0 02016 12 4 12 28.1 40.40 0.000 50 02016 12 4 13 26.3 43.70 0.514 0 02016 12 4 14 25.2 47.30 0.514 80 02016 12 4 15 24.1 50.20 0.514 110 02016 12 4 16 23.2 53.30 1.028 120 02016 12 4 17 22.3 55.60 0.514 110 02016 12 4 18 20.7 60.10 0.000 210 02016 12 4 19 19.7 61.10 0.000 180 02016 12 4 20 18.1 70.20 0.514 160 02016 12 4 21 17.9 73.00 0.000 160 02016 12 4 22 19.6 76.20 0.514 140 02016 12 4 23 17.6 76.90 0.514 120 0

ANNEXURE - XVII

66


Wind Speed (m/s)



2016 12 5 0 16.6 79.30 0.000 90 02016 12 5 1 16.1 84.00 0.514 90 02016 12 5 2 16.9 86.90 0.000 120 02016 12 5 3 22.4 59.00 0.514 40 02016 12 5 4 25.5 59.30 1.543 100 02016 12 5 5 27.1 58.20 0.514 10 02016 12 5 6 28.4 50.00 0.514 30 02016 12 5 7 29.3 45.40 1.029 60 02016 12 5 8 29.1 43.40 1.029 120 02016 12 5 9 29.8 41.40 1.029 90 02016 12 5 10 29.6 41.30 1.029 60 02016 12 5 11 29.1 40.40 0.514 120 02016 12 5 12 28 42.20 0.514 90 02016 12 5 13 26.2 44.00 0.000 0 02016 12 5 14 25.1 49.20 0.514 90 02016 12 5 15 23.7 51.10 1.028 110 02016 12 5 16 22.7 50.80 0.514 140 02016 12 5 17 22.1 57.40 0.514 130 02016 12 5 18 21.5 60.30 0.514 110 02016 12 5 19 19.6 61.50 0.514 170 02016 12 5 20 18.9 67.20 0.000 90 02016 12 5 21 17.9 68.40 0.514 310 02016 12 5 22 17 75.30 0.514 120 02016 12 5 23 15.7 84.00 0.000 200 02016 12 6 0 15.4 82.80 0.000 310 02016 12 6 1 15.2 86.70 0.000 270 02016 12 6 2 16.3 90.20 0.51 90 02016 12 6 3 21 68.60 0.51 310 02016 12 6 4 23.8 65.70 0.51 40 02016 12 6 5 25.9 65.30 1.03 90 02016 12 6 6 26.7 55.30 0.51 60 02016 12 6 7 28.1 53.20 0.51 100 02016 12 6 8 28.4 46.90 1.54 100 02016 12 6 9 28.9 45.30 0.00 20 02016 12 6 10 28.2 47.20 0.51 70 02016 12 6 11 27 48.40 0.51 40 02016 12 6 12 25.9 49.40 0.51 50 02016 12 6 13 24.8 47.80 0.51 50 02016 12 6 14 23.8 56.30 1.028 50 02016 12 6 15 23.2 58.00 1.028 150 02016 12 6 16 22.4 61.30 1.028 150 02016 12 6 17 21.7 64.00 1.028 150 02016 12 6 18 20.8 66.30 0.514 150 02016 12 6 19 19.3 69.10 0.514 310 02016 12 6 20 17.4 75.40 0.514 240 02016 12 6 21 16.5 80.80 0.000 120 02016 12 6 22 16.4 84.00 0.514 90 02016 12 6 23 15.9 77.60 0.514 120 0

ANNEXURE - XVII

67


Wind Speed (m/s)



2016 12 7 0 15.3 90.20 0.000 120 02016 12 7 1 14.7 93.10 0.514 300 02016 12 7 2 17.4 80.40 2.000 110 02016 12 7 3 19.1 95.10 1.500 90 02016 12 7 4 24.3 72.30 0.51 330 02016 12 7 5 25.9 74.40 0.51 60 02016 12 7 6 27.4 60.20 1.03 100 02016 12 7 7 28.5 47.30 1.03 100 02016 12 7 8 30.6 48.40 0.51 100 02016 12 7 9 31.2 47.40 0.51 160 02016 12 7 10 30.7 48.50 0.51 70 02016 12 7 11 30.8 48.50 0.51 20 02016 12 7 12 28.7 51.40 0.51 310 02016 12 7 13 26.6 55.60 0.51 0 02016 12 7 14 25.9 59.40 0.514 210 02016 12 7 15 24.9 62.30 0.514 220 02016 12 7 16 24.4 65.40 0.514 230 02016 12 7 17 23.8 68.20 0.514 230 02016 12 7 18 23.5 71.30 0.514 230 02016 12 7 19 23.1 72.10 0.514 220 02016 12 7 20 23 74.40 0.000 180 02016 12 7 21 22.2 75.20 0.514 120 02016 12 7 22 21.8 78.00 0.514 140 02016 12 7 23 21.5 79.00 1.500 180 02016 12 8 0 14.6 81.10 1.500 220 02016 12 8 1 14.4 83.80 1.000 220 02016 12 8 2 16 87.90 1.000 160 02016 12 8 3 22.2 77.10 1.000 240 02016 12 8 4 24.1 56.80 0.514 10 02016 12 8 5 26.1 56.20 0.514 60 02016 12 8 6 27.6 46.10 0.514 10 02016 12 8 7 28 41.20 0.000 60 02016 12 8 8 29 35.00 0.514 120 02016 12 8 9 29.6 34.20 0.514 14 02016 12 8 10 29.3 32.40 0.514 120 02016 12 8 11 28.6 33.30 0.514 10 02016 12 8 12 27 35.30 0.900 120 02016 12 8 13 24.8 38.20 0.000 320 02016 12 8 14 23.9 40.30 1.542 120 02016 12 8 15 22.8 43.30 1.028 120 02016 12 8 16 20.9 49.70 1.028 130 02016 12 8 17 20.7 53.00 1.028 130 02016 12 8 18 20 52.50 1.028 120 02016 12 8 19 20.1 61.20 0.514 130 02016 12 8 20 17.9 63.20 0.000 300 02016 12 8 21 15.8 73.10 0.000 280 02016 12 8 22 15.1 72.00 1.200 60 02016 12 8 23 14.9 77.50 1.000 340 0

ANNEXURE - XVII

68


Wind Speed (m/s)



2016 12 9 0 14.2 78.90 0.500 310 02016 12 9 1 13.6 84.30 0.900 190 02016 12 9 2 14.7 87.20 1.000 30 02016 12 9 3 19.3 86.50 0.514 300 02016 12 9 4 22.1 72.80 0.514 320 02016 12 9 5 23.6 70.40 0.514 80 02016 12 9 6 25.2 53.20 0.514 30 02016 12 9 7 27.4 49.10 1.029 90 02016 12 9 8 27.9 37.30 0.514 40 02016 12 9 9 29.4 38.20 1.029 340 02016 12 9 10 28.8 35.40 0.514 90 02016 12 9 11 28.1 35.20 0.514 90 02016 12 9 12 25.8 37.20 0.514 110 02016 12 9 13 23.8 38.90 1.000 120 02016 12 9 14 22.4 46.20 1.028 120 02016 12 9 15 21.7 49.20 1.028 130 02016 12 9 16 21.3 51.80 1.028 120 02016 12 9 17 20.8 56.30 0.514 180 02016 12 9 18 20.1 55.80 0.514 150 02016 12 9 19 19.3 62.20 0.514 140 02016 12 9 20 19.3 65.20 0.514 160 02016 12 9 21 19.1 63.40 1.028 140 02016 12 9 22 18.8 69.00 0.514 150 02016 12 9 23 18.5 74.10 0.514 130 02016 12 10 0 17.9 68.40 1.028 150 02016 12 10 1 17.7 82.00 0.514 150 02016 12 10 2 18.8 64.60 1.028 130 02016 12 10 3 21.2 86.20 0.514 110 02016 12 10 4 25.1 64.70 0.000 320 02016 12 10 5 27.1 65.20 0.000 20 02016 12 10 6 29 42.50 0.514 70 02016 12 10 7 29.9 43.30 0.514 140 02016 12 10 8 31.1 31.10 0.514 130 02016 12 10 9 31.5 35.40 0.514 340 02016 12 10 10 32.3 33.40 0.514 30 02016 12 10 11 31.9 32.30 0.514 140 02016 12 10 12 29.4 34.40 0.000 100 02016 12 10 13 26.7 45.60 0.514 90 02016 12 10 14 26.1 44.30 1.028 160 02016 12 10 15 25.2 53.20 1.028 160 02016 12 10 16 24.6 52.30 1.028 140 02016 12 10 17 24 55.30 1.028 140 02016 12 10 18 23.5 58.10 1.028 170 02016 12 10 19 22.9 65.10 1.028 180 02016 12 10 20 22.2 71.00 0.514 180 02016 12 10 21 21.6 66.10 0.514 220 02016 12 10 22 20.6 79.30 0.514 150 02016 12 10 23 20.4 71.10 0.514 150 0

ANNEXURE - XVII

69


Wind Speed (m/s)



2016 12 11 0 20.2 86.10 0.514 140 02016 12 11 1 19.9 73.40 0.514 180 02016 12 11 2 20.9 92.30 0.514 170 02016 12 11 3 23.4 81.20 1.029 110 02016 12 11 4 26.8 62.30 0.514 120 02016 12 11 5 28.3 60.70 0.514 80 02016 12 11 6 30.2 56.50 0.514 60 02016 12 11 7 30.7 52.90 1.029 90 02016 12 11 8 30.6 48.40 1.029 320 02016 12 11 9 31.2 47.40 0.000 30 02016 12 11 10 30.7 48.50 1.029 80 02016 12 11 11 30.8 48.50 0.514 140 02016 12 11 12 28.7 51.40 1.000 290 02016 12 11 13 26.6 55.60 1.000 140 02016 12 11 14 25.9 59.40 0.514 210 02016 12 11 15 24.9 62.30 0.514 220 02016 12 11 16 24.4 65.40 0.514 230 02016 12 11 17 23.8 68.20 0.514 230 02016 12 11 18 23.5 71.30 0.514 230 02016 12 11 19 23.1 72.10 0.514 220 02016 12 11 20 23 74.40 0.000 180 02016 12 11 21 22.2 75.20 0.514 120 02016 12 11 22 21.8 78.00 0.514 140 02016 12 11 23 21.5 79.00 0.000 180 02016 12 12 0 20.5 81.40 0.514 340 02016 12 12 1 19.4 83.80 0.000 0 02016 12 12 2 21.3 76.50 0.510 290 02016 12 12 3 24.9 65.50 0.000 350 02016 12 12 4 27.3 64.40 0.510 30 02016 12 12 5 29.1 67.20 1.028 230 02016 12 12 6 30.2 54.40 0.514 220 02016 12 12 7 32.1 53.20 0.514 240 02016 12 12 8 32.5 44.90 0.514 280 02016 12 12 9 33 45.30 1.028 100 02016 12 12 10 33.5 42.40 0.514 260 02016 12 12 11 33.3 40.30 1.028 220 02016 12 12 12 31 43.30 1.028 310 02016 12 12 13 28.4 50.00 1.500 350 02016 12 12 14 27.5 51.40 0.514 190 02016 12 12 15 27.1 54.30 1.028 130 02016 12 12 16 27.4 57.20 1.028 140 02016 12 12 17 26.4 59.90 0.514 170 02016 12 12 18 25.7 64.10 1.028 170 02016 12 12 19 25 67.20 0.514 150 02016 12 12 20 24.3 70.10 0.000 130 02016 12 12 21 22.7 74.80 0.514 210 02016 12 12 22 22.6 78.10 0.514 160 02016 12 12 23 22.2 81.10 0.000 90 0

ANNEXURE - XVII

70


Wind Speed (m/s)



2016 12 13 0 20.8 84.00 0.000 290 02016 12 13 1 20.3 71.60 0.000 90 02016 12 13 2 21.5 92.90 0.000 40 02016 12 13 3 24.4 71.90 0.514 60 02016 12 13 4 26.4 63.80 2.058 120 02016 12 13 5 29.6 56.30 2.058 80 02016 12 13 6 31.1 59.20 1.029 110 02016 12 13 7 32.2 45.60 2.572 100 02016 12 13 8 32.4 45.40 3.087 120 02016 12 13 9 32.9 43.90 3.087 110 02016 12 13 10 33.6 39.40 1.543 110 02016 12 13 11 33.2 39.50 1.029 90 02016 12 13 12 31.3 42.30 1.028 120 02016 12 13 13 28.1 54.20 1.028 120 02016 12 13 14 25.8 64.10 1.542 160 02016 12 13 15 23.8 70.00 1.542 130 02016 12 13 16 24.7 78.00 1.028 160 02016 12 13 17 24.9 77.00 1.028 160 02016 12 13 18 24.4 76.00 1.028 160 02016 12 13 19 23.5 78.30 1.028 140 02016 12 13 20 23 79.20 1.028 160 02016 12 13 21 22.4 80.10 0.514 150 02016 12 13 22 21 83.00 0.514 140 02016 12 13 23 20.7 90.00 0.514 270 02016 12 14 0 20.3 92.80 0.514 230 02016 12 14 1 20 95.70 0.000 240 02016 12 14 2 20.8 98.20 0.000 210 02016 12 14 3 22.7 84.70 1.029 90 02016 12 14 4 23.4 70.00 1.029 120 02016 12 14 5 27.8 62.50 1.543 110 02016 12 14 6 29.7 64.10 1.029 100 02016 12 14 7 31.1 45.60 1.543 130 02016 12 14 8 31.4 49.30 2.572 100 02016 12 14 9 32.7 41.70 2.058 110 02016 12 14 10 32.2 41.30 1.029 90 02016 12 14 11 32.2 40.50 0.514 120 02016 12 14 12 30.3 42.30 0.514 100 02016 12 14 13 28.4 46.90 1.028 130 02016 12 14 14 26.8 48.40 1.542 150 02016 12 14 15 25.8 49.30 1.028 140 02016 12 14 16 24.9 51.40 1.028 160 02016 12 14 17 23.9 52.10 1.028 200 02016 12 14 18 23.7 53.10 1.028 160 02016 12 14 19 23.1 55.10 0.514 150 02016 12 14 20 22.6 54.20 1.028 130 02016 12 14 21 22.2 56.30 0.000 120 02016 12 14 22 20.9 56.70 0.000 120 02016 12 14 23 21.1 64.30 0.514 120 0

ANNEXURE - XVII

71


Wind Speed (m/s)



2016 12 15 0 21.1 64.30 0.514 140 02016 12 15 1 20.4 63.30 0.000 20 02016 12 15 2 20 52.50 0.514 230 02016 12 15 3 22.1 65.30 0.514 150 02016 12 15 4 24.8 34.30 1.029 80 02016 12 15 5 25.7 34.70 0.514 50 02016 12 15 6 29 30.60 1.029 70 02016 12 15 7 31.2 30.20 0.514 60 02016 12 15 8 32.5 25.10 1.029 80 02016 12 15 9 32.8 21.50 1.029 120 02016 12 15 10 33.3 19.30 0.514 70 02016 12 15 11 32.5 21.30 1.029 80 02016 12 15 12 30.1 26.90 0.514 90 02016 12 15 13 27.7 28.30 0.514 90 02016 12 15 14 26.2 33.70 0.514 150 02016 12 15 15 25.3 34.20 1.028 160 02016 12 15 16 24.7 42.20 1.028 160 02016 12 15 17 23.7 42.20 1.028 160 02016 12 15 18 22.9 50.20 1.028 150 02016 12 15 19 22.5 51.10 1.028 160 02016 12 15 20 21.6 55.40 1.028 130 02016 12 15 21 20.8 58.20 0.000 240 02016 12 15 22 19.1 61.40 0.000 130 02016 12 15 23 17.8 68.80 0.000 120 02016 12 16 0 17.1 69.10 0.000 100 02016 12 16 1 17 82.50 0.000 260 02016 12 16 2 18.8 75.10 0.514 220 02016 12 16 3 21.3 67.30 1.03 120 02016 12 16 4 25.8 61.30 1.03 160 02016 12 16 5 27.9 32.60 1.03 150 02016 12 16 6 31.1 31.40 1.03 120 02016 12 16 7 32.4 22.00 1.03 80 02016 12 16 8 33.1 22.40 0.51 160 02016 12 16 9 33.9 19.30 1.54 90 02016 12 16 10 33.4 18.30 0.51 60 02016 12 16 11 32.9 18.30 0.51 20 02016 12 16 12 30.4 21.20 0.51 40 02016 12 16 13 28.1 24.20 1.028 130 02016 12 16 14 26.5 31.00 1.028 140 02016 12 16 15 25.5 31.30 0.514 160 02016 12 16 16 25.2 33.20 1.028 160 02016 12 16 17 23.7 47.80 1.028 160 02016 12 16 18 22.9 47.30 1.028 140 02016 12 16 19 22 56.60 0.514 180 02016 12 16 20 21.1 58.30 0.514 160 02016 12 16 21 20.8 65.10 0.514 180 02016 12 16 22 20 67.00 0.514 170 02016 12 16 23 19.4 75.70 1.028 190 0

ANNEXURE - XVII

72


Wind Speed (m/s)



2016 12 17 0 18.8 76.10 0.514 180 02016 12 17 1 18.5 85.40 0.514 150 02016 12 17 2 19.1 87.10 0.514 130 02016 12 17 3 21.3 84.10 0.000 290 02016 12 17 4 25 57.40 0.514 60 02016 12 17 5 27.1 58.20 1.029 90 02016 12 17 6 29.1 45.10 1.029 100 02016 12 17 7 31 38.40 0.514 10 02016 12 17 8 31.9 29.60 1.029 90 02016 12 17 9 32.9 25.30 1.029 110 02016 12 17 10 32.9 23.20 0.514 40 02016 12 17 11 32.4 22.30 0.514 350 02016 12 17 12 30.2 24.30 0.514 90 02016 12 17 13 27.3 33.80 0.514 60 02016 12 17 14 25 36.20 0.514 230 02016 12 17 15 25.1 37.20 1.028 130 02016 12 17 16 25 40.30 1.542 150 02016 12 17 17 23.6 45.00 1.028 150 02016 12 17 18 22.8 49.20 1.028 140 02016 12 17 19 22 53.00 1.028 150 02016 12 17 20 21.2 61.00 1.028 150 02016 12 17 21 20.4 62.50 0.000 220 02016 12 17 22 19.8 69.20 0.514 210 02016 12 17 23 18 71.20 0.514 300 02016 12 18 0 16.6 79.30 0.514 330 02016 12 18 1 16.5 79.30 0.000 290 02016 12 18 2 17 72.40 0.514 320 02016 12 18 3 20.1 77.30 0.514 310 02016 12 18 4 23.7 62.00 0.514 110 02016 12 18 5 26.3 67.00 0.514 60 02016 12 18 6 28.8 43.00 0.514 90 02016 12 18 7 29.9 46.50 1.029 350 02016 12 18 8 31.3 32.70 0.514 10 02016 12 18 9 31.8 34.40 0.514 30 02016 12 18 10 32.1 32.30 0.514 120 02016 12 18 11 32.2 31.30 0.514 110 02016 12 18 12 30.5 33.40 0.514 340 02016 12 18 13 26.1 44.30 0.000 330 02016 12 18 14 24.4 46.20 0.000 90 02016 12 18 15 25.9 43.30 1.028 140 02016 12 18 16 24.2 46.10 1.028 130 02016 12 18 17 23.3 49.30 1.028 140 02016 12 18 18 22.8 51.20 0.514 170 02016 12 18 19 22.2 51.40 0.514 110 02016 12 18 20 19.4 66.50 1.000 130 02016 12 18 21 18.8 64.20 0.000 130 02016 12 18 22 18.9 66.40 1.200 180 02016 12 18 23 17.9 69.30 1.100 230 0

ANNEXURE - XVII

73


Wind Speed (m/s)



2016 12 19 0 17.3 72.00 1.200 330 02016 12 19 1 16.4 74.20 1.100 10 02016 12 19 2 17 76.30 1.500 300 02016 12 19 3 20.8 61.00 0.514 100 02016 12 19 4 24.1 60.50 0.000 40 02016 12 19 5 27.1 61.20 0.514 60 02016 12 19 6 28.6 46.40 0.000 20 02016 12 19 7 29.4 47.20 0.514 90 02016 12 19 8 30 42.80 1.029 120 02016 12 19 9 30.6 40.30 1.029 340 02016 12 19 10 30.4 37.30 0.514 110 02016 12 19 11 29.8 38.30 0.514 10 02016 12 19 12 28.5 40.20 1.542 110 02016 12 19 13 26.8 43.30 1.542 240 02016 12 19 14 25.6 46.20 1.542 120 02016 12 19 15 24.7 48.10 1.542 120 02016 12 19 16 24.8 51.40 1.028 140 02016 12 19 17 24.3 56.10 0.514 160 02016 12 19 18 23.4 59.20 0.514 160 02016 12 19 19 22.5 62.10 0.514 150 02016 12 19 20 21.8 65.30 1.028 150 02016 12 19 21 21.3 68.20 0.514 170 02016 12 19 22 20.8 69.40 0.514 170 02016 12 19 23 20.2 76.30 0.514 160 02016 12 20 0 19.7 69.60 0.514 160 02016 12 20 1 19.3 86.00 1.028 150 02016 12 20 2 20 94.00 1.542 140 02016 12 20 3 21.9 92.30 0.514 130 02016 12 20 4 23.8 70.00 0.514 80 02016 12 20 5 26.5 77.30 1.543 100 02016 12 20 6 28.4 50.00 0.000 40 02016 12 20 7 30.1 53.40 0.514 80 02016 12 20 8 30.2 42.30 0.514 130 02016 12 20 9 30.2 41.20 1.543 110 02016 12 20 10 31.3 34.90 0.514 100 02016 12 20 11 30.6 34.30 0.514 120 02016 12 20 12 29.2 39.40 1.000 120 02016 12 20 13 25.7 48.40 1.000 90 02016 12 20 14 24.4 55.80 0.514 120 02016 12 20 15 25.1 50.10 1.028 130 02016 12 20 16 24.5 53.30 1.028 130 02016 12 20 17 23.8 56.30 1.542 140 02016 12 20 18 23.2 59.90 0.514 160 02016 12 20 19 22.4 64.20 1.028 140 02016 12 20 20 22 67.00 1.028 160 02016 12 20 21 21.4 70.00 1.028 170 02016 12 20 22 20.5 72.10 0.800 90 02016 12 20 23 19.8 74.30 1.000 120 0

ANNEXURE - XVII

74


Wind Speed (m/s)



2016 12 21 0 19.2 92.80 0.514 320 02016 12 21 1 19.9 82.30 0.514 140 02016 12 21 2 19.4 83.80 0.51 350 02016 12 21 3 21.4 83.00 0.51 320 02016 12 21 4 23.3 72.10 1.03 140 02016 12 21 5 26.9 67.20 0.51 140 02016 12 21 6 28.5 53.30 1.03 300 02016 12 21 7 29.4 44.40 1.028 210 02016 12 21 8 30.3 42.10 0.510 360 02016 12 21 9 30.4 43.50 2.056 230 02016 12 21 10 31.1 41.20 2.056 220 02016 12 21 11 30.2 41.20 1.028 230 02016 12 21 12 28.6 43.20 0.514 220 02016 12 21 13 26.9 48.10 0.514 220 02016 12 21 14 26.4 49.20 0.514 210 02016 12 21 15 26 51.30 1.028 210 02016 12 21 16 25.3 53.20 0.514 190 02016 12 21 17 25.4 55.30 1.028 200 02016 12 21 18 23.6 57.40 0.500 210 02016 12 21 19 22.8 61.40 0.000 30 02016 12 21 20 22 64.10 0.514 100 02016 12 21 21 21.7 66.10 0.514 90 02016 12 21 22 20.5 69.30 1.000 110 02016 12 21 23 19.4 75.70 1.200 220 02016 12 22 0 19.2 77.10 1.000 180 02016 12 22 1 18.5 80.10 0.514 130 02016 12 22 2 19.7 83.30 0.514 120 02016 12 22 3 22.2 67.90 0.514 270 02016 12 22 4 24.5 67.10 0.514 140 02016 12 22 5 27.7 45.90 0.514 280 02016 12 22 6 29.3 50.30 0.514 10 02016 12 22 7 30.6 38.80 1.029 120 02016 12 22 8 31.3 40.20 1.029 110 02016 12 22 9 31.5 37.30 1.029 90 02016 12 22 10 31.2 35.40 0.514 340 02016 12 22 11 31.4 35.40 0.514 340 02016 12 22 12 28.7 21.20 1.028 110 02016 12 22 13 26.1 34.10 0.514 320 02016 12 22 14 24.1 26.20 1.000 270 02016 12 22 15 21.3 31.90 1.200 150 02016 12 22 16 20.2 34.10 1.200 210 02016 12 22 17 19.4 38.70 1.500 120 02016 12 22 18 16.4 45.20 0.514 310 02016 12 22 19 15.3 50.20 0.000 140 02016 12 22 20 14.4 54.30 0.000 330 02016 12 22 21 13.7 55.70 0.514 130 02016 12 22 22 13 59.10 0.514 320 02016 12 22 23 12 62.20 1.000 190 0

ANNEXURE - XVII

75


Wind Speed (m/s)



2016 12 23 0 11.6 67.10 1.200 180 02016 12 23 1 13.2 69.30 2.000 300 02016 12 23 2 18.4 50.70 0.514 310 02016 12 23 3 23.1 48.30 0.514 310 02016 12 23 4 25.6 40.00 0.514 120 02016 12 23 5 29.5 31.40 0.514 20 02016 12 23 6 30.7 29.70 0.514 0 02016 12 23 7 31.8 21.30 0.514 90 02016 12 23 8 32.2 18.20 1.029 10 02016 12 23 9 32.4 17.20 0.514 90 02016 12 23 10 31.5 17.20 0.514 350 02016 12 23 11 29.8 18.20 0.514 140 02016 12 23 12 27.2 21.20 0.000 0 02016 12 23 13 24.3 24.30 0.000 300 02016 12 23 14 22.6 29.70 0.514 110 02016 12 23 15 21.2 30.10 0.514 150 02016 12 23 16 19.8 33.30 0.000 310 02016 12 23 17 17.1 41.70 0.514 220 02016 12 23 18 15.7 43.10 1.000 320 02016 12 23 19 14.9 51.50 0.000 320 02016 12 23 20 13.7 51.20 0.514 300 02016 12 23 21 13.6 54.10 0.800 170 02016 12 23 22 13.4 57.20 1.000 200 02016 12 23 23 13.1 62.10 1.200 90 02016 12 24 0 12.9 59.10 1.000 310 02016 12 24 1 12.5 61.10 0.000 100 02016 12 24 2 13.2 62.90 0.514 270 02016 12 24 3 17.7 60.60 0.00 310 02016 12 24 4 22.8 48.20 0.51 10 02016 12 24 5 0.51 80 02016 12 24 6 29.6 30.40 2.06 110 02016 12 24 7 31.7 22.90 0.51 60 02016 12 24 8 31.9 20.30 1.03 80 02016 12 24 9 32.4 19.20 0.51 60 02016 12 24 10 31.7 18.30 0.51 60 02016 12 24 11 31.3 18.30 0.51 90 02016 12 24 12 29.6 19.20 0.00 40 02016 12 24 13 27.1 24.30 0.00 30 02016 12 24 14 24.3 24.30 0.514 110 02016 12 24 15 22.2 27.10 1.000 190 02016 12 24 16 21.2 30.10 1.200 130 02016 12 24 17 18.9 33.30 0.000 320 02016 12 24 18 17 45.00 1.000 220 02016 12 24 19 16.2 45.10 1.000 180 02016 12 24 20 15.5 53.10 0.514 310 02016 12 24 21 15 52.30 0.000 220 02016 12 24 22 14.4 55.10 1.000 240 02016 12 24 23 13.9 58.10 1.000 200 0

ANNEXURE - XVII

76


Wind Speed (m/s)



2016 12 25 0 14 69.90 0.000 320 02016 12 25 1 14.1 70.90 0.514 120 02016 12 25 2 14.1 68.10 0.514 140 02016 12 25 3 15.8 64.00 0.514 90 02016 12 25 4 18.8 56.20 0.514 40 02016 12 25 5 21.2 42.60 0.514 90 02016 12 25 6 23.1 40.30 1.028 10 02016 12 25 7 24.5 34.90 1.028 50 02016 12 25 8 25.8 30.10 1.028 100 02016 12 25 9 27.3 27.20 1.028 340 02016 12 25 10 27.2 26.30 0.514 110 02016 12 25 11 26.4 25.30 0.514 120 02016 12 25 12 24.2 26.20 0.514 120 02016 12 25 13 22.3 28.20 0.000 90 02016 12 25 14 18.7 36.20 0.000 320 02016 12 25 15 17.1 39.20 0.514 250 02016 12 25 16 15.8 41.10 0.514 120 02016 12 25 17 16 41.10 0.514 60 02016 12 25 18 15.1 40.30 1.000 100 02016 12 25 19 12.9 47.50 0.000 260 02016 12 25 20 12.2 48.30 1.000 310 02016 12 25 21 11 50.10 1.000 330 02016 12 25 22 10.3 56.40 1.200 310 02016 12 25 23 9.8 57.10 1.000 310 02016 12 26 0 8.8 59.30 2.000 340 02016 12 26 1 8.5 60.10 0.514 350 02016 12 26 2 9.5 63.00 0.514 330 02016 12 26 3 12.6 64.10 0.514 320 02016 12 26 4 17.6 50.10 0.514 60 02016 12 26 5 21.9 33.20 0.514 40 02016 12 26 6 24 32.20 0.514 310 02016 12 26 7 25.7 24.60 0.514 90 02016 12 26 8 27.2 25.20 0.514 120 02016 12 26 9 27.6 23.30 1.028 70 02016 12 26 10 28.1 22.30 0.514 270 02016 12 26 11 28.6 21.20 0.514 340 02016 12 26 12 26.3 23.30 0.514 300 02016 12 26 13 22.4 28.00 0.514 340 02016 12 26 14 20.2 28.20 0.514 110 02016 12 26 15 19 18.20 1.000 70 02016 12 26 16 18.1 30.10 1.000 10 02016 12 26 17 16.3 33.20 1.500 230 02016 12 26 18 14.7 45.30 1.000 350 02016 12 26 19 13.5 43.10 1.500 210 02016 12 26 20 13.2 46.20 2.000 230 02016 12 26 21 12.1 53.70 0.514 230 02016 12 26 22 11.5 54.30 0.800 310 02016 12 26 23 10.6 63.70 0.900 210 0

ANNEXURE - XVII

77


Wind Speed (m/s)



2016 12 27 0 10.4 59.30 1.000 160 02016 12 27 1 9.9 61.30 1.000 210 02016 12 27 2 10.5 63.20 0.514 240 02016 12 27 3 15.1 54.50 0.514 120 02016 12 27 4 19.3 49.20 0.514 50 02016 12 27 5 21.7 33.60 0.514 100 02016 12 27 6 24.6 32.20 0.514 20 02016 12 27 7 25.3 27.00 0.514 60 02016 12 27 8 26.7 23.20 0.514 80 02016 12 27 9 27.8 20.30 0.514 70 02016 12 27 10 28.1 19.20 0.514 40 02016 12 27 11 28.2 18.20 0.514 20 02016 12 27 12 26.3 22.10 0.514 80 02016 12 27 13 23.4 21.20 0.000 50 02016 12 27 14 22 24.20 0.514 70 02016 12 27 15 21 27.20 1.028 100 02016 12 27 16 19.7 33.00 1.028 120 02016 12 27 17 18.4 33.10 0.514 160 02016 12 27 18 15.9 48.30 0.514 170 02016 12 27 19 14.2 40.30 0.000 330 02016 12 27 20 13.1 50.30 0.514 110 02016 12 27 21 12.4 49.10 0.900 220 02016 12 27 22 11.4 52.00 1.000 210 02016 12 27 23 11.6 54.00 1.000 310 02016 12 28 0 11.1 55.00 1.000 100 02016 12 28 1 10.4 58.00 0.000 310 02016 12 28 2 11.2 70.30 0.514 220 02016 12 28 3 17.7 46.20 0.514 100 02016 12 28 4 21.4 34.20 1.028 130 02016 12 28 5 23.9 33.80 1.542 90 02016 12 28 6 27.5 25.50 1.542 110 02016 12 28 7 29.1 24.20 2.056 100 02016 12 28 8 30.4 21.20 2.056 110 02016 12 28 9 30.8 20.20 2.056 100 02016 12 28 10 31 20.20 2.056 90 02016 12 28 11 30.5 20.20 1.542 100 02016 12 28 12 28.7 21.20 1.028 110 02016 12 28 13 26.1 23.20 0.514 120 02016 12 28 14 24.1 26.20 0.514 140 02016 12 28 15 21.3 34.40 0.000 150 02016 12 28 16 20.2 34.10 0.514 210 02016 12 28 17 19.4 38.70 1.000 340 02016 12 28 18 16.4 45.20 1.000 300 02016 12 28 19 15.3 50.20 1.200 340 02016 12 28 20 14.4 54.30 0.900 330 02016 12 28 21 13.7 59.70 0.514 280 02016 12 28 22 13 59.10 0.514 320 02016 12 28 23 12 62.20 1.000 190 0

ANNEXURE - XVII

78


Wind Speed (m/s)



2016 12 29 0 12.1 64.00 1.000 230 02016 12 29 1 11.6 67.10 1.000 180 02016 12 29 2 13.2 69.30 1.000 300 02016 12 29 3 18.7 53.20 0.514 110 02016 12 29 4 23.1 48.30 1.028 80 02016 12 29 5 25.2 35.80 1.028 70 02016 12 29 6 29.5 31.40 0.514 10 02016 12 29 7 30.7 24.30 0.514 50 02016 12 29 8 31.8 21.30 1.028 90 02016 12 29 9 32.2 18.20 2.056 120 02016 12 29 10 32.4 17.20 2.056 90 02016 12 29 11 31.5 17.20 1.542 110 02016 12 29 12 29.8 18.20 0.514 70 02016 12 29 13 27.2 21.20 0.514 80 02016 12 29 14 24.3 24.30 0.514 100 02016 12 29 15 22.6 31.80 0.514 110 02016 12 29 16 21.2 30.10 0.514 150 02016 12 29 17 19.8 33.30 0.000 310 02016 12 29 18 17.1 44.80 0.514 220 02016 12 29 19 15.7 43.10 0.000 120 02016 12 29 20 14.9 51.50 0.000 300 02016 12 29 21 13.7 51.20 0.514 210 02016 12 29 22 13.6 54.10 1.000 170 02016 12 29 23 13.4 57.20 1.000 200 02016 12 30 0 12.9 59.10 1.000 280 02016 12 30 1 12.5 61.10 1.000 310 02016 12 30 2 13.2 62.90 0.514 300 02016 12 30 3 17.7 53.00 0.000 290 02016 12 30 4 22.8 48.20 1.028 90 02016 12 30 5 27.1 34.20 0.514 80 02016 12 30 6 29.6 30.40 0.514 100 02016 12 30 7 31.7 26.20 1.028 60 02016 12 30 8 31.9 20.30 2.570 90 02016 12 30 9 32.4 19.20 1.028 80 02016 12 30 10 31.7 18.30 2.570 90 02016 12 30 11 31.3 18.30 2.056 80 02016 12 30 12 29.6 19.20 1.028 70 02016 12 30 13 26.9 26.40 0.514 100 02016 12 30 14 24.3 24.30 0.514 110 02016 12 30 15 22.2 27.10 0.800 190 02016 12 30 16 21.2 30.10 0.800 130 02016 12 30 17 18.9 33.30 0.800 320 02016 12 30 18 17 48.30 1.000 220 02016 12 30 19 16.2 45.10 1.000 180 02016 12 30 20 15.5 56.90 0.514 110 02016 12 30 21 15 52.30 0.000 220 02016 12 30 22 14.4 55.10 1.000 220 02016 12 30 23 13.9 58.10 1.000 200 0

ANNEXURE - XVII

79


Wind Speed (m/s)



2016 12 31 0 13.6 61.30 1.000 130 02016 12 31 1 12.7 63.30 1.500 90 02016 12 31 2 13.7 63.90 1.000 90 02016 12 31 3 21.1 42.90 0.514 120 02016 12 31 4 23.3 33.30 0.514 120 02016 12 31 5 25.4 37.80 0.514 20 02016 12 31 6 28.6 31.30 1.028 70 02016 12 31 7 29.8 34.30 1.028 100 02016 12 31 8 31.3 21.90 3.084 90 02016 12 31 9 31.8 22.30 3.598 120 02016 12 31 10 31.4 20.20 3.598 110 02016 12 31 11 30.6 20.00 2.570 110 02016 12 31 12 28.7 25.40 1.028 120 02016 12 31 13 26.4 25.20 1.028 130 02016 12 31 14 24.4 32.80 0.514 120 02016 12 31 15 23.2 37.20 1.028 130 02016 12 31 16 22.5 39.40 1.028 120 02016 12 31 17 21.3 45.30 0.514 110 02016 12 31 18 18.7 49.80 0.514 310 02016 12 31 19 17 53.20 1.200 100 02016 12 31 20 16.3 57.90 2.000 90 02016 12 31 21 15.5 62.20 1.500 210 02016 12 31 22 15 65.10 0.800 90 02016 12 31 23 14.5 58.10 0.514 240 02017 1 1 0 19.7 55.38 0.514 170 02017 1 1 1 18.7 57.12 0.514 180 02017 1 1 2 16.6 56.46 1.028 140 02017 1 1 3 18.4 52.56 0.514 160 02017 1 1 4 17.6 49.26 1.028 140 02017 1 1 5 21.8 41.34 1.542 110 02017 1 1 6 22.4 42.66 1.028 80 02017 1 1 7 22.8 35.82 1.028 130 02017 1 1 8 24.2 37.44 0.514 140 02017 1 1 9 24 32.46 1.028 140 02017 1 1 10 24.8 30.84 1.028 140 02017 1 1 11 24.5 30.12 1.028 140 02017 1 1 12 25.9 31.32 1.028 140 02017 1 1 13 26.2 33.18 0.514 140 02017 1 1 14 26.5 34.98 0.514 110 02017 1 1 15 28.2 36.72 0.514 150 02017 1 1 16 28.4 38.58 0.514 130 02017 1 1 17 30.6 44.46 0 0 02017 1 1 18 29.4 41.70 1 100 02017 1 1 19 28.4 46.92 0.514 100 02017 1 1 20 27.6 51.78 0.514 90 02017 1 1 21 26.5 50.46 0.514 140 02017 1 1 22 23.2 57.12 1.028 230 02017 1 1 23 21.8 57.48 0.514 120 0

ANNEXURE - XVII

80


Wind Speed (m/s)



2017 1 2 0 20.9 58.90 0.514 260 02017 1 2 1 19.4 55.38 1.028 190 02017 1 2 2 18.6 57.12 0.514 100 02017 1 2 3 17.8 56.46 0.514 40 02017 1 2 4 17.9 52.56 1.028 340 02017 1 2 5 20.6 49.26 1.028 330 02017 1 2 6 22.8 41.34 0.514 10 02017 1 2 7 24.2 42.66 0.9 20 02017 1 2 8 24.8 35.82 1 140 02017 1 2 9 26.9 37.44 1 140 02017 1 2 10 27.9 32.46 0.514 160 02017 1 2 11 29.6 30.84 0.514 140 02017 1 2 12 29.8 30.12 0.514 310 02017 1 2 13 30.6 31.32 0.514 120 02017 1 2 14 30.9 33.18 0 140 02017 1 2 15 31.8 34.98 0.6 310 02017 1 2 16 31.4 36.72 0.6 260 02017 1 2 17 32.8 38.58 0.6 230 02017 1 2 18 30.4 44.46 0.8 140 02017 1 2 19 29.2 41.70 0 130 02017 1 2 20 28.2 46.92 1 120 02017 1 2 21 27.6 51.78 1 310 02017 1 2 22 26.4 50.46 0 210 02017 1 2 23 25.4 57.12 0.514 270 02017 1 3 0 24.2 57.48 1.028 290 02017 1 3 1 22.2 67.83 0.514 50 02017 1 3 2 20.6 63.00 0.514 210 02017 1 3 3 20.2 60.48 1.542 110 02017 1 3 4 19.8 48.79 1.028 90 02017 1 3 5 20.4 47.04 0 20 02017 1 3 6 23.2 37.10 0.514 140 02017 1 3 7 23.9 34.51 1 120 02017 1 3 8 24.5 33.25 0.514 120 02017 1 3 9 24.9 30.38 1 260 02017 1 3 10 24.8 28.21 0 130 02017 1 3 11 25.2 28.28 1.028 130 02017 1 3 12 25.4 29.54 0 80 02017 1 3 13 26.4 29.05 0.514 140 02017 1 3 14 26.6 35.14 0.514 120 02017 1 3 15 27.8 37.17 0 160 02017 1 3 16 28.2 38.01 0 300 02017 1 3 17 27.8 45.08 0.514 320 02017 1 3 18 26.8 47.04 1 250 02017 1 3 19 26.4 43.33 1 200 02017 1 3 20 26.1 51.87 0.8 200 02017 1 3 21 25.9 52.22 0.8 160 02017 1 3 22 25.6 56.77 0.514 160 02017 1 3 23 25 58.24 0.514 150 0

ANNEXURE - XVII

81


Wind Speed (m/s)



2017 1 4 0 24.2 60.06 2.056 160 02017 1 4 1 23.8 60.83 0.514 0 02017 1 4 2 21.9 65.31 1.542 100 02017 1 4 3 20.1 61.88 0.514 0 02017 1 4 4 19.9 58.73 0.514 80 02017 1 4 5 19.5 47.81 0.000 120 02017 1 4 6 20.2 44.94 1.029 60 02017 1 4 7 21.2 36.26 0.514 120 02017 1 4 8 22.8 32.48 1.029 300 02017 1 4 9 24.2 27.44 0.514 90 02017 1 4 10 24.9 28.28 0.514 280 02017 1 4 11 26.2 27.51 0.514 0 02017 1 4 12 29.2 28.28 0.514 110 02017 1 4 13 29.8 30.59 0 10 02017 1 4 14 30 33.11 0.6 10 02017 1 4 15 30.2 35.14 0.6 250 02017 1 4 16 31.4 37.31 1 240 02017 1 4 17 30.9 38.92 1.2 210 02017 1 4 18 30.4 42.07 0.514 310 02017 1 4 19 29.6 42.77 0.8 210 02017 1 4 20 27.6 49.14 0.9 10 02017 1 4 21 25.9 51.10 1 310 02017 1 4 22 24.9 53.34 0.514 250 02017 1 4 23 24.2 53.83 1.028 140 02017 1 5 0 21.8 55.51 1.028 120 02017 1 5 1 20.6 58.80 0.514 110 02017 1 5 2 20.2 60.83 0.514 80 02017 1 5 3 19.6 41.30 0.000 80 02017 1 5 4 19.8 41.51 0.514 110 02017 1 5 5 20.6 40.74 0.514 20 02017 1 5 6 21.8 35.00 0.514 100 02017 1 5 7 24.2 31.78 0.514 340 02017 1 5 8 24.5 30.38 1.029 20 02017 1 5 9 24.8 28.98 0.514 40 02017 1 5 10 24.9 28.91 1.029 90 02017 1 5 11 26.2 28.28 0.514 10 02017 1 5 12 27.9 29.54 0.514 350 02017 1 5 13 29.4 30.80 0.514 320 02017 1 5 14 30 34.44 1 230 02017 1 5 15 31.6 35.77 0 120 02017 1 5 16 31.8 35.56 1 200 02017 1 5 17 30.4 40.18 0.514 200 02017 1 5 18 29.4 42.21 0.514 320 02017 1 5 19 28.8 43.05 0 190 02017 1 5 20 27.8 47.04 0.514 320 02017 1 5 21 26.4 47.88 0.514 90 02017 1 5 22 26.2 52.71 0.514 100 02017 1 5 23 25 58.80 0.514 190 0

ANNEXURE - XVII

82


Wind Speed (m/s)



2017 1 6 0 24.2 57.96 1.028 240 02017 1 6 1 23.2 60.69 1.028 100 02017 1 6 2 22.6 63.14 1.028 90 02017 1 6 3 21.5 48.02 0.514 80 02017 1 6 4 23.8 45.99 0.00 20 02017 1 6 5 24 45.71 1.03 110 02017 1 6 6 24.6 38.71 1.03 140 02017 1 6 7 25.6 37.24 1.03 80 02017 1 6 8 26.7 32.83 0.514 140 02017 1 6 9 28 31.71 1.03 320 02017 1 6 10 29.2 33.04 0.514 140 02017 1 6 11 28.8 33.88 0.514 310 02017 1 6 12 29.9 34.58 0 290 02017 1 6 13 29.9 33.46 0.514 230 02017 1 6 14 31.2 39.41 0.514 150 02017 1 6 15 32 40.60 0 90 02017 1 6 16 29.4 42.91 2 90 02017 1 6 17 27.4 44.80 1.5 280 02017 1 6 18 26.4 46.41 1 100 02017 1 6 19 25.5 48.37 0.514 100 02017 1 6 20 25 52.78 1.028 140 02017 1 6 21 24.9 56.56 2.056 120 02017 1 6 22 23.1 58.80 2.056 120 02017 1 6 23 21.3 54.32 2.056 100 02017 1 7 0 20.4 58.63 1.028 150 02017 1 7 1 20.1 60.52 1.028 150 02017 1 7 2 19.8 52.26 1.029 160 02017 1 7 3 19.4 61.82 1.543 150 02017 1 7 4 18.7 47.00 1.543 160 02017 1 7 5 18.2 48.36 1.543 180 02017 1 7 6 20.2 39.13 1.028 140 02017 1 7 7 21.3 30.75 1.028 140 02017 1 7 8 21 31.46 1.028 140 02017 1 7 9 22.2 30.81 1.028 140 02017 1 7 10 23.8 31.53 1.028 130 02017 1 7 11 24.7 31.53 0.514 130 02017 1 7 12 25.4 33.41 0.514 170 02017 1 7 13 26.6 36.14 0 120 02017 1 7 14 27.3 38.61 0 90 02017 1 7 15 28.3 40.50 1.2 200 02017 1 7 16 28.8 42.51 1 200 02017 1 7 17 29.2 44.33 0.514 310 02017 1 7 18 27.8 46.35 1.1 70 02017 1 7 19 25.5 46.87 1.2 320 02017 1 7 20 24.6 48.36 0 170 02017 1 7 21 23.6 48.88 1.542 120 02017 1 7 22 22.4 50.70 1.028 80 02017 1 7 23 21.6 51.35 0.514 120 0

ANNEXURE - XVII

83


Wind Speed (m/s)



2017 1 8 0 20.8 48.66 2.056 90 02017 1 8 1 18.8 50.28 0.514 30 02017 1 8 2 18.5 52.74 0.51 230 02017 1 8 3 18.2 46.26 1.03 240 02017 1 8 4 17.6 34.08 1.54 160 02017 1 8 5 18.2 33.72 1.03 160 02017 1 8 6 20.9 27.66 1.03 210 02017 1 8 7 21.8 24.72 1.54 220 02017 1 8 8 22.6 21.00 0 220 02017 1 8 9 23.5 20.52 1 210 02017 1 8 10 24.7 19.44 1.03 210 02017 1 8 11 26.8 19.98 0 90 02017 1 8 12 27.7 21.18 1 120 02017 1 8 13 29.6 22.92 0.9 330 02017 1 8 14 31.2 24.18 0.5 120 02017 1 8 15 31.4 25.98 0.514 160 02017 1 8 16 34 29.82 1 130 02017 1 8 17 30 31.80 1 130 02017 1 8 18 26.9 31.50 1 120 02017 1 8 19 25.7 36.72 0.6 130 02017 1 8 20 24.7 37.92 0.8 100 02017 1 8 21 23.8 43.86 0.9 90 02017 1 8 22 24 44.86 1.2 120 02017 1 8 23 23.2 48.20 1.3 330 02017 1 9 0 21.9 50.50 1 120 02017 1 9 1 21.2 53.95 0 230 02017 1 9 2 20.6 55.81 1 300 02017 1 9 3 19.2 55.36 1.03 160 02017 1 9 4 18.4 46.59 1.03 170 02017 1 9 5 20.4 45.06 2.056 90 02017 1 9 6 22.2 34.05 2.056 120 02017 1 9 7 22.8 31.42 0 330 02017 1 9 8 23.6 23.87 1.542 120 02017 1 9 9 24.7 24.45 1.028 160 02017 1 9 10 25.9 22.66 1.542 130 02017 1 9 11 26.4 22.53 0.514 130 02017 1 9 12 26.3 23.81 0 120 02017 1 9 13 27.8 24.90 0.514 130 02017 1 9 14 29.9 29.57 0 100 02017 1 9 15 30.2 31.49 0.514 140 02017 1 9 16 31.2 33.15 0.514 140 02017 1 9 17 31.6 36.03 0 290 02017 1 9 18 28.6 35.71 0 50 02017 1 9 19 26.8 39.81 0 100 02017 1 9 20 24.5 41.73 0.514 140 02017 1 9 21 23.6 40.58 1.028 150 02017 1 9 22 22.9 44.16 0 310 02017 1 9 23 23.2 47.42 0.514 30 0

ANNEXURE - XVII

84


Wind Speed (m/s)



2017 1 10 0 21.6 51.98 0 260 02017 1 10 1 21.2 62.32 1 210 02017 1 10 2 19.8 49.10 0 200 02017 1 10 3 19.2 65.51 0.514 120 02017 1 10 4 18.5 49.17 1.03 130 02017 1 10 5 18.6 49.55 0.51 320 02017 1 10 6 19.3 32.30 0.514 190 02017 1 10 7 20.7 32.91 2.056 100 02017 1 10 8 21.5 23.64 1.03 90 02017 1 10 9 23.8 26.90 2.056 90 02017 1 10 10 26.6 25.38 1.542 140 02017 1 10 11 28.5 24.55 1.028 130 02017 1 10 12 29.2 26.14 0.514 130 02017 1 10 13 30.5 34.66 0.514 160 02017 1 10 14 31.8 33.67 1.028 170 02017 1 10 15 32.2 40.43 1.028 170 02017 1 10 16 31 39.75 1.028 150 02017 1 10 17 25.7 42.03 0.514 130 02017 1 10 18 24.1 44.16 0.514 170 02017 1 10 19 23.7 49.48 0.514 140 02017 1 10 20 23.4 53.96 0.514 10 02017 1 10 21 22.4 50.24 0 290 02017 1 10 22 22 60.27 1.2 200 02017 1 10 23 20.5 54.04 2 20 02017 1 11 0 19.8 56.83 2.1 170 02017 1 11 1 18.6 48.44 1.5 60 02017 1 11 2 18.4 60.92 0 350 02017 1 11 3 18.2 53.59 0.514 350 02017 1 11 4 17.8 41.12 1.028 150 02017 1 11 5 18.2 40.06 1.542 130 02017 1 11 6 19.8 37.29 1.028 320 02017 1 11 7 20.1 34.91 1.028 90 02017 1 11 8 20.5 31.94 0.514 130 02017 1 11 9 22.2 31.28 1.028 150 02017 1 11 10 22.8 32.01 0.514 80 02017 1 11 11 24.6 32.01 1.03 90 02017 1 11 12 26.2 33.92 0.514 140 02017 1 11 13 29.5 36.70 1.028 130 02017 1 11 14 32.4 39.20 0.514 100 02017 1 11 15 32.6 41.12 0.514 80 02017 1 11 16 32.1 43.16 1.028 160 02017 1 11 17 31.1 45.01 0.514 340 02017 1 11 18 29.5 47.06 0 340 02017 1 11 19 27.2 47.59 0.514 250 02017 1 11 20 25.4 49.10 0.514 220 02017 1 11 21 22.8 49.63 0.514 210 02017 1 11 22 21.6 51.48 0 170 02017 1 11 23 21.4 52.14 0.514 350 0

ANNEXURE - XVII

85


Wind Speed (m/s)



2017 1 12 0 20.5 58.61 0.514 100 02017 1 12 1 20.1 60.34 0.514 110 02017 1 12 2 19.6 55.08 0.514 130 02017 1 12 3 19.4 47.16 0.514 140 02017 1 12 4 18.2 46.37 0.510 90 02017 1 12 5 17.8 48.38 1.030 90 02017 1 12 6 19.4 39.17 1.028 140 02017 1 12 7 20.2 38.30 0.514 140 02017 1 12 8 20.6 32.33 0.514 60 02017 1 12 9 21.3 32.62 0.514 20 02017 1 12 10 21.5 30.53 0 110 02017 1 12 11 22.6 29.02 1 90 02017 1 12 12 23.1 31.18 0.514 90 02017 1 12 13 23.8 36.00 1.028 130 02017 1 12 14 24.7 37.01 0.514 160 02017 1 12 15 26.3 39.10 0.514 160 02017 1 12 16 30.5 41.18 1.028 170 02017 1 12 17 30.2 43.13 0 190 02017 1 12 18 26.2 46.15 1.028 100 02017 1 12 19 25.6 48.38 1.028 130 02017 1 12 20 24.6 50.47 1.028 170 02017 1 12 21 22.8 53.86 0.514 300 02017 1 12 22 19.4 56.23 0.514 120 02017 1 12 23 18.6 55.20 0 100 02017 1 13 0 18.5 54.60 1.5 170 02017 1 13 1 17.9 46.54 0.514 120 02017 1 13 2 17.6 60.39 1.029 100 02017 1 13 3 17.4 46.74 0.514 240 02017 1 13 4 17.1 41.47 1.029 130 02017 1 13 5 17.2 36.60 1.029 140 02017 1 13 6 19.5 38.48 1.028 110 02017 1 13 7 20.5 29.64 1.03 140 02017 1 13 8 20.9 29.51 1.03 100 02017 1 13 9 21.3 28.54 0.514 340 02017 1 13 10 21.9 25.61 0.514 90 02017 1 13 11 22.5 25.68 0.514 130 02017 1 13 12 23.7 27.50 0.514 130 02017 1 13 13 25.4 35.23 0.514 130 02017 1 13 14 26.2 41.67 1.028 120 02017 1 13 15 28.9 45.50 0.514 140 02017 1 13 16 29.6 50.70 0.514 210 02017 1 13 17 32.5 50.05 1.028 140 02017 1 13 18 29.3 49.40 0.514 130 02017 1 13 19 28.8 50.90 1.028 140 02017 1 13 20 27.9 51.48 0 50 02017 1 13 21 25.7 52.07 0.514 140 02017 1 13 22 23.4 53.95 0.514 120 02017 1 13 23 22.3 58.50 0 110 0

ANNEXURE - XVII

86


Wind Speed (m/s)



2017 1 14 0 21.5 74.24 1.028 110 02017 1 14 1 20.6 68.90 0.514 240 02017 1 14 2 19.9 70.70 0.514 250 02017 1 14 3 19.2 60.98 1.028 160 02017 1 14 4 18.9 50.40 1.54 100 02017 1 14 5 18.8 45.00 2.06 120 02017 1 14 6 20.2 46.15 0.514 320 02017 1 14 7 20.7 32.83 3.090 100 02017 1 14 8 21.1 35.50 1.030 110 02017 1 14 9 21.2 30.02 2.570 100 02017 1 14 10 21.8 29.74 0.510 80 02017 1 14 11 22.6 29.16 1.028 130 02017 1 14 12 22.8 30.46 1.028 140 02017 1 14 13 23.2 33.77 1.028 120 02017 1 14 14 24.1 34.85 1.028 130 02017 1 14 15 24.3 35.50 0.514 110 02017 1 14 16 25.2 37.01 0.514 150 02017 1 14 17 26.8 37.51 1.028 150 02017 1 14 18 27.2 38.23 1.028 140 02017 1 14 19 24.6 39.67 1.028 140 02017 1 14 20 24.2 39.02 1.542 150 02017 1 14 21 24.2 40.54 2.056 140 02017 1 14 22 23.9 40.82 1.542 140 02017 1 14 23 23.2 46.30 1.028 130 02017 1 15 0 23 61.73 1.028 140 02017 1 15 1 19.2 60.77 1.542 160 02017 1 15 2 19 50.40 2.056 160 02017 1 15 3 18.8 62.69 1.028 170 02017 1 15 4 18.9 32.93 1.540 110 02017 1 15 5 20.4 33.31 2.060 120 02017 1 15 6 21.2 29.38 1.028 110 02017 1 15 7 23.6 28.99 2.06 90 02017 1 15 8 23.7 24.10 1.542 120 02017 1 15 9 24.7 20.64 1.03 70 02017 1 15 10 25.4 18.53 1.028 140 02017 1 15 11 25.8 20.45 0.514 140 02017 1 15 12 26.8 25.82 0.514 140 02017 1 15 13 27.2 27.17 1.028 120 02017 1 15 14 27.3 32.35 1.028 120 02017 1 15 15 29.2 32.83 0.514 130 02017 1 15 16 30.2 40.51 0.514 130 02017 1 15 17 29.7 40.51 1.028 130 02017 1 15 18 25.8 48.19 1.028 120 02017 1 15 19 25.2 49.06 1.028 150 02017 1 15 20 24.8 53.18 0 290 02017 1 15 21 23.7 55.87 0.514 210 02017 1 15 22 23.2 58.94 1.028 160 02017 1 15 23 22.5 66.05 1.028 150 0

ANNEXURE - XVII

87


Wind Speed (m/s)



2017 1 16 0 20.5 58.74 1.028 150 02017 1 16 1 20.2 70.13 0.514 170 02017 1 16 2 19.7 63.84 1.5 130 02017 1 16 3 19.5 57.21 1.028 130 02017 1 16 4 18.8 52.11 1.030 90 02017 1 16 5 18.2 27.71 2.060 90 02017 1 16 6 20.3 26.69 1.028 150 02017 1 16 7 21.4 18.70 1.028 120 02017 1 16 8 22.2 19.04 0.514 150 02017 1 16 9 22.2 16.41 1.028 150 02017 1 16 10 23.8 15.56 1.028 190 02017 1 16 11 24.6 15.56 1.028 230 02017 1 16 12 25.4 18.02 2.056 220 02017 1 16 13 26.6 20.57 1.542 110 02017 1 16 14 27.3 26.35 0.514 230 02017 1 16 15 28.2 26.61 0.514 220 02017 1 16 16 28.8 28.22 0 150 02017 1 16 17 29.2 40.63 0 120 02017 1 16 18 27.8 40.21 0.514 150 02017 1 16 19 25.9 48.11 0.8 150 02017 1 16 20 24.7 49.56 0.7 190 02017 1 16 21 23.9 55.34 0.514 230 02017 1 16 22 22.5 56.95 1 220 02017 1 16 23 21.6 64.35 1 310 02017 1 17 0 21.4 64.69 0.6 230 02017 1 17 1 20.8 72.59 0.8 220 02017 1 17 2 21.8 74.04 0.9 90 02017 1 17 3 20.2 71.49 0 90.000 02017 1 17 4 19.8 48.79 0.510 150 02017 1 17 5 20.3 49.47 1.030 150 02017 1 17 6 23.2 38.34 0 140.000 02017 1 17 7 24.2 32.64 1.03 140 02017 1 17 8 24.5 25.16 0 220 02017 1 17 9 24.7 21.51 1.5 150 02017 1 17 10 24.8 19.72 0.514 120 02017 1 17 11 25.2 18.96 0 150 02017 1 17 12 25.3 20.66 1 150 02017 1 17 13 26.4 28.73 0 190 02017 1 17 14 26.5 30.77 1 230 02017 1 17 15 27.8 31.62 1 220 02017 1 17 16 28.2 34.26 1 310 02017 1 17 17 27.8 38.25 1 230 02017 1 17 18 26.8 41.82 0.514 220 02017 1 17 19 26.4 45.05 1.2 90 02017 1 17 20 26.2 51.85 0 220 02017 1 17 21 25.9 53.13 1.1 310 02017 1 17 22 25.8 58.82 1.2 230 02017 1 17 23 25.2 60.52 1 220 0

ANNEXURE - XVII

88


Wind Speed (m/s)



2017 1 18 0 24.5 63.44 1 310 02017 1 18 1 23.2 63.44 0 160 02017 1 18 2 22.4 57.92 0 140 02017 1 18 3 21.2 61.84 1.03 160 02017 1 18 4 19.8 49.60 1.03 140 02017 1 18 5 19.4 53.60 1.03 160 02017 1 18 6 20.7 34.40 0 140 02017 1 18 7 21.4 37.20 0 160 02017 1 18 8 23.5 26.16 0 140 02017 1 18 9 24.6 27.52 0 160 02017 1 18 10 25.8 25.84 1.03 80 02017 1 18 11 26.8 25.04 0 160 02017 1 18 12 27.5 26.72 1 140 02017 1 18 13 29.2 35.44 0 160 02017 1 18 14 29.4 36.96 1.2 140 02017 1 18 15 30..1 34.64 0 160 02017 1 18 16 32.4 36.88 1.2 140 02017 1 18 17 30.6 39.44 0 160 02017 1 18 18 29.2 40.96 0.514 80 02017 1 18 19 26.8 41.12 0 160 02017 1 18 20 25.7 53.20 1 140 02017 1 18 21 23.6 51.36 0 160 02017 1 18 22 22.4 53.12 1 140 02017 1 18 23 22.1 55.44 0.514 160 02017 1 19 0 21.8 57.88 0 140 02017 1 19 1 21.2 59.51 0 160 02017 1 19 2 20.5 47.58 0.514 0 02017 1 19 3 20.2 47.19 0.000 120 02017 1 19 4 18.5 47.74 1.029 110 02017 1 19 5 20.3 36.19 1.029 130 02017 1 19 6 22.1 36.82 0 120 02017 1 19 7 22.6 33.38 1 110 02017 1 19 8 23.4 31.43 0 130 02017 1 19 9 24.5 29.09 2.06 110 02017 1 19 10 25.9 29.87 1.2 160 02017 1 19 11 26.2 31.36 2 140 02017 1 19 12 26.3 33.77 1.1 160 02017 1 19 13 27.8 36.04 1.2 140 02017 1 19 14 30 37.52 0.514 160 02017 1 19 15 30.2 40.09 1 140 02017 1 19 16 31.4 43.76 0 160 02017 1 19 17 31 46.18 1.2 90 02017 1 19 18 28.6 48.44 1.2 320 02017 1 19 19 26.6 50.93 1 110 02017 1 19 20 24.7 53.20 0.514 130 02017 1 19 21 23.5 54.13 1 120 02017 1 19 22 22.9 59.51 0 110 02017 1 19 23 22.4 57.80 1 130 0

ANNEXURE - XVII

89


Wind Speed (m/s)



2017 1 20 0 20.5 49.42 1.2 120 02017 1 20 1 20.1 61.06 1 110 02017 1 20 2 19.5 66.74 0 130 02017 1 20 3 19.5 65.53 0.514 310 02017 1 20 4 18.2 49.70 0.000 90 02017 1 20 5 17.9 54.88 1.543 110 02017 1 20 6 19.4 35.50 0 110 02017 1 20 7 20.2 37.91 1 110 02017 1 20 8 20.6 30.03 1.2 150 02017 1 20 9 21.4 29.25 1.5 120 02017 1 20 10 21.5 24.78 0.514 50 02017 1 20 11 22.5 24.35 0.514 30 02017 1 20 12 23.2 27.97 1 50 02017 1 20 13 23.8 34.36 0 100 02017 1 20 14 24.7 39.62 1.5 200 02017 1 20 15 26.4 35.57 0.514 90 02017 1 20 16 30.2 37.84 1 90 02017 1 20 17 30 39.97 1.2 130 02017 1 20 18 26.2 42.53 0 120 02017 1 20 19 25.6 45.58 1 350 02017 1 20 20 24.4 47.57 0.514 350 02017 1 20 21 24.2 49.70 1 50 02017 1 20 22 24.1 51.19 1 30 02017 1 20 23 23.8 52.75 1.2 50 02017 1 21 0 23.4 66.35 0 330 02017 1 21 1 23.4 58.84 0.514 120 02017 1 21 2 22.2 59.92 0.514 150 02017 1 21 3 21.4 59.35 0.514 150 02017 1 21 4 21.1 51.55 0.514 50 02017 1 21 5 21.5 48.05 0.514 30 02017 1 21 6 21.5 38.11 1.028 50 02017 1 21 7 22.6 31.75 0.514 100 02017 1 21 8 25.5 30.10 0.514 200 02017 1 21 9 28.3 31.10 0.514 140 02017 1 21 10 29.3 29.46 0.514 130 02017 1 21 11 29.8 29.46 0.514 120 02017 1 21 12 30.2 30.89 0.514 100 02017 1 21 13 30.6 34.39 0 90 02017 1 21 14 30.7 35.18 0 40 02017 1 21 15 30.8 36.68 0.514 90 02017 1 21 16 31 38.04 0 0 02017 1 21 17 31.2 39.54 0.514 60 02017 1 21 18 30.4 41.04 0 280 02017 1 21 19 29.4 43.90 0 20 02017 1 21 20 28.5 45.83 0 0 02017 1 21 21 27.5 47.26 0.514 70 02017 1 21 22 26 49.55 0 300 02017 1 21 23 24.8 54.13 0 300 0

ANNEXURE - XVII

90


Wind Speed (m/s)



2017 1 22 0 23.5 73.69 0.514 100 02017 1 22 1 22.2 74.97 0.514 70 02017 1 22 2 21.8 61.11 0.514 80 02017 1 22 3 20.7 60.39 0 210 02017 1 22 4 19.8 41.31 0.514 130 02017 1 22 5 20.4 45.27 1.028 90 02017 1 22 6 21.7 34.92 1.028 70 02017 1 22 7 23.2 36.18 2.056 130 02017 1 22 8 25.8 33.57 1.028 110 02017 1 22 9 26.3 31.86 0.514 60 02017 1 22 10 27.5 31.86 0 90 02017 1 22 11 29.1 19.08 0.514 40 02017 1 22 12 29.3 30.69 0.514 60 02017 1 22 13 29.7 23.58 0.514 40 02017 1 22 14 30.2 28.71 0.514 70 02017 1 22 15 30.5 30.69 0.514 120 02017 1 22 16 31.2 34.83 0.514 110 02017 1 22 17 30.6 40.68 0 90 02017 1 22 18 29.2 45.18 0.514 140 02017 1 22 19 26.8 48.87 0.514 140 02017 1 22 20 24.7 50.13 1.542 140 02017 1 22 21 22.2 53.19 0 0 02017 1 22 22 21.6 55.98 0.514 110 02017 1 22 23 20.2 66.43 0.514 130 02017 1 23 0 19.8 68.61 0.514 80 02017 1 23 1 18.6 50.19 1.028 130 02017 1 23 2 18.3 47.82 0 290 02017 1 23 3 18.2 39.60 1.542 100 02017 1 23 4 17.7 31.09 2.57 90 02017 1 23 5 18.2 29.40 2.056 100 02017 1 23 6 19.7 21.09 1.028 130 02017 1 23 7 20.2 18.02 0.514 250 02017 1 23 8 20.5 17.03 0.514 10 02017 1 23 9 22.2 17.03 0.514 330 02017 1 23 10 22.7 18.02 0.514 70 02017 1 23 11 24.6 20.99 0.514 40 02017 1 23 12 26.2 24.06 1 10 02017 1 23 13 29.5 29.40 0 40 02017 1 23 14 29.9 29.80 1.028 130 02017 1 23 15 30.6 32.97 0.514 40 02017 1 23 16 31 41.28 0.514 100 02017 1 23 17 30.9 42.67 0.514 120 02017 1 23 18 29.5 50.99 1.028 140 02017 1 23 19 27.2 50.69 0.514 140 02017 1 23 20 27.4 53.56 1 280 02017 1 23 21 22.8 56.63 0 310 02017 1 23 22 21.7 61.48 0.514 330 02017 1 23 23 21.4 56.74 0 260 0

ANNEXURE - XVII

91


Wind Speed (m/s)



2017 1 24 0 20.5 58.66 0.514 120 02017 1 24 1 20.4 60.38 0 120 02017 1 24 2 19.8 58.18 0.514 120 02017 1 24 3 19.6 46.27 1.028 140 02017 1 24 4 18.7 0.00 1.542 150 02017 1 24 5 18.2 29.18 1.028 150 02017 1 24 6 20.2 21.98 1.542 90 02017 1 24 7 21.4 19.49 1.028 230 02017 1 24 8 22.2 18.43 1.028 30 02017 1 24 9 22.4 17.57 0.514 110 02017 1 24 10 23.8 17.57 0.514 360 02017 1 24 11 24.7 18.43 0.514 80 02017 1 24 12 25.5 23.33 0 30 02017 1 24 13 26.6 23.33 0.514 80 02017 1 24 14 27.2 26.02 0.514 130 02017 1 24 15 27.9 28.90 1.028 120 02017 1 24 16 28.4 31.97 1.028 130 02017 1 24 17 29.2 43.20 0.514 100 02017 1 24 18 27.6 43.30 0.514 100 02017 1 24 19 25.5 50.98 1 300 02017 1 24 20 24.7 50.21 0 140 02017 1 24 21 23.8 52.90 0.514 320 02017 1 24 22 22.4 55.78 0 130 02017 1 24 23 21.4 52.29 0 110 02017 1 25 0 21.2 62.91 0 140 02017 1 25 1 20.4 63.81 1.028 150 02017 1 25 2 20.2 61.29 1.028 160 02017 1 25 3 20.1 57.60 1.028 140 02017 1 25 4 19.6 50.58 0.514 110 02017 1 25 5 20.2 38.34 0.514 130 02017 1 25 6 21.4 36.27 0.514 120 02017 1 25 7 22.8 31.41 0.3 130 02017 1 25 8 23.5 27.09 0.514 100 02017 1 25 9 24.7 24.48 1 100 02017 1 25 10 25.4 23.67 1.2 300 02017 1 25 11 26.4 22.77 1 340 02017 1 25 12 27.2 23.58 1.028 320 02017 1 25 13 28.8 25.38 0.514 130 02017 1 25 14 29.6 32.58 0 110 02017 1 25 15 30.6 35.28 0.514 340 02017 1 25 16 30.9 36.99 0.514 150 02017 1 25 17 30.6 36.99 1.3 160 02017 1 25 18 28.9 36.27 1.3 140 02017 1 25 19 27.6 42.75 0.514 110 02017 1 25 20 26.8 43.47 0 130 02017 1 25 21 25.5 45.09 1.2 120 02017 1 25 22 24.7 50.76 0.514 130 02017 1 25 23 24.2 51.39 0.514 100 0

ANNEXURE - XVII

92


Wind Speed (m/s)



2017 1 26 0 23.9 54.09 1.2 100 02017 1 26 1 23.4 56.70 1.4 300 02017 1 26 2 22.2 57.69 1.5 340 02017 1 26 3 22.4 45.09 0.514 320 02017 1 26 4 21.2 29.88 0.514 130 02017 1 26 5 21.5 28.98 0.514 110 02017 1 26 6 21.6 22.14 1.2 340 02017 1 26 7 22.6 22.68 1.4 150 02017 1 26 8 25.4 20.97 1.5 160 02017 1 26 9 28.4 20.07 0 140 02017 1 26 10 29.4 19.08 0.514 110 02017 1 26 11 29.9 20.97 0 130 02017 1 26 12 30.6 25.20 0.514 120 02017 1 26 13 30.8 25.38 0.514 130 02017 1 26 14 31.2 16.38 0 100 02017 1 26 15 39.5 27.09 0 100 02017 1 26 16 37.8 29.88 0.514 300 02017 1 26 17 32.2 40.77 0.514 340 02017 1 26 18 30.2 38.79 1 320 02017 1 26 19 29.1 41.58 1.2 130 02017 1 26 20 28.3 48.33 0.514 110 02017 1 26 21 27.1 48.87 2 340 02017 1 26 22 25.8 57.33 1.5 150 02017 1 26 23 24.6 59.40 1.5 160 02017 1 27 0 23 60.67 1.5 140 02017 1 27 1 22.8 52.32 1.2 110 02017 1 27 2 22.6 47.23 0.9 200 02017 1 27 3 22 32.26 0.51 330 02017 1 27 4 21.8 30.91 0.51 60 02017 1 27 5 21.4 25.92 0 340 02017 1 27 6 20.6 22.27 1 150 02017 1 27 7 21.8 19.49 0 160 02017 1 27 8 24.9 18.43 0.514 140 02017 1 27 9 27.6 17.47 0.514 110 02017 1 27 10 30.1 21.22 1.2 130 02017 1 27 11 31 20.35 1.1 120 02017 1 27 12 32.4 23.23 1.5 130 02017 1 27 13 33 26.11 1.1 100 02017 1 27 14 35.2 31.68 1.25 100 02017 1 27 15 34.9 31.78 0.9 100 02017 1 27 16 33.4 46.37 0.9 140 02017 1 27 17 29.6 38.69 0.514 320 02017 1 27 18 26.8 48.29 0.9 120 02017 1 27 19 26.1 47.14 0.9 130 02017 1 27 20 24.9 49.92 1.2 110 02017 1 27 21 24.3 51.84 1.1 340 02017 1 27 22 23.4 51.40 1 150 02017 1 27 23 23.2 50.60 0.514 160 0

ANNEXURE - XVII

93


Wind Speed (m/s)



2017 1 28 0 21.8 50.05 1 140 02017 1 28 1 21.2 52.78 0.514 110 02017 1 28 2 20.6 63.97 0.514 100.000 02017 1 28 3 19.2 42.04 0.510 310 02017 1 28 4 18.3 31.12 0.510 10 02017 1 28 5 20.3 30.76 0 140 02017 1 28 6 22.2 23.21 0 110 02017 1 28 7 22.7 22.02 0 200 02017 1 28 8 23.5 19.29 0.514 330 02017 1 28 9 24.6 18.38 0 60 02017 1 28 10 25.9 18.38 1.2 340 02017 1 28 11 26.2 18.38 1.1 150 02017 1 28 12 26.3 19.29 0 160 02017 1 28 13 27.8 21.11 1 140 02017 1 28 14 29.9 23.84 1 110 02017 1 28 15 30 31.30 1 130 02017 1 28 16 30.9 31.03 0.514 120 02017 1 28 17 31 35.22 0 130 02017 1 28 18 28.6 41.13 1 100 02017 1 28 19 26.6 45.68 1.1 100 02017 1 28 20 24.8 49.41 0 300 02017 1 28 21 23.5 54.33 1.2 340 02017 1 28 22 22.9 53.78 0 320 02017 1 28 23 22.4 56.60 1 320 02017 1 29 0 24.8 61.44 1.2 130 02017 1 29 1 22.2 64.42 1.2 110 02017 1 29 2 21.8 66.53 0 340 02017 1 29 3 20.2 51.07 0.514 150 02017 1 29 4 19.8 46.37 0 160 02017 1 29 5 20.3 34.37 0 140 02017 1 29 6 23.2 30.14 0.514 140 02017 1 29 7 24.2 23.33 0 140 02017 1 29 8 24.3 20.45 1 110 02017 1 29 9 24.7 17.47 1.2 130 02017 1 29 10 24.8 16.51 0.514 120 02017 1 29 11 25.2 16.51 0.514 130 02017 1 29 12 25.4 17.47 0 100 02017 1 29 13 26.2 20.35 0 100 02017 1 29 14 26.8 23.33 1.2 300 02017 1 29 15 27.8 30.53 1.2 340 02017 1 29 16 28.2 28.90 1 320 02017 1 29 17 27.9 31.97 0 130 02017 1 29 18 26.8 43.01 0.514 110 02017 1 29 19 26.4 41.38 0.8 340 02017 1 29 20 26.6 49.44 0.8 150 02017 1 29 21 26.4 49.15 0.7 160 02017 1 29 22 25.7 51.94 0.6 140 02017 1 29 23 25.2 54.91 0.514 110 0

ANNEXURE - XVII

94


Wind Speed (m/s)



2017 1 30 0 23.2 60.38 1 130 02017 1 30 1 22.9 50.88 1.21 120 02017 1 30 2 22.8 46.27 0 100 02017 1 30 3 22.2 32.83 0.510 100 02017 1 30 4 21.9 29.18 1.030 160 02017 1 30 5 21.6 25.15 0 100.000 02017 1 30 6 20.8 19.49 1 70.000 02017 1 30 7 21.9 18.43 0.514 60 02017 1 30 8 25.2 17.57 0 70 02017 1 30 9 27.8 17.57 1.03 80 02017 1 30 10 28.2 18.43 0 170 02017 1 30 11 28.8 25.34 0 170 02017 1 30 12 29.2 23.33 0 170 02017 1 30 13 29.4 26.02 0.514 90 02017 1 30 14 30 28.90 0.514 90 02017 1 30 15 30.4 31.97 2 90 02017 1 30 16 31.2 46.37 1.2 330 02017 1 30 17 29.8 43.30 0.514 170 02017 1 30 18 27 54.62 1 170 02017 1 30 19 26.2 50.21 1.5 170 02017 1 30 20 25.4 52.90 0 90 02017 1 30 21 24.5 55.78 1.5 90 02017 1 30 22 23.6 58.24 0 90 02017 1 30 23 23.5 60.14 1.56 330 02017 1 31 0 22.8 60.71 1.5 170 02017 1 31 1 22.2 40.76 0 170 02017 1 31 2 21.6 31.64 1.2 160 02017 1 31 3 20.7 35.91 0.510 170 02017 1 31 4 20 29.74 2.060 170 02017 1 31 5 20.2 32.59 0 170.0 02017 1 31 6 22.4 20.81 1.03 90 02017 1 31 7 23.8 21.19 1 90 02017 1 31 8 25.6 19.19 0 90 02017 1 31 9 24.8 19.00 1.03 330 02017 1 31 10 26.2 24.13 1.2 320 02017 1 31 11 26.4 23.94 1 110 02017 1 31 12 27.5 31.16 0.514 110 02017 1 31 13 29.4 35.34 0 130 02017 1 31 14 30.2 37.43 0 150 02017 1 31 15 31 43.04 0.514 210 02017 1 31 16 31.2 47.31 0.514 60 02017 1 31 17 29.9 50.54 0 210 02017 1 31 18 29.4 55.01 1 150 02017 1 31 19 27.7 59.09 1 210 02017 1 31 20 24.8 61.85 1.2 60 02017 1 31 21 23.6 55.20 1.1 210 02017 1 31 22 20.8 55.25 0.514 60 02017 1 31 23 21.6 56.15 1 200 0

ANNEXURE - XVII

95


Wind Speed (m/s)



2017 2 1 0 19.9 46.15 1.2 320 02017 2 1 1 18.6 47.60 1.1 320 02017 2 1 2 18.3 47.05 0 110 02017 2 1 3 18.2 43.80 0.514 110 02017 2 1 4 17.8 41.05 1.028 130 02017 2 1 5 18.3 34.45 0.514 150 02017 2 1 6 19.8 35.55 1.028 210 02017 2 1 7 20.2 29.85 0.514 60 02017 2 1 8 20.4 31.20 1.028 210 02017 2 1 9 22.2 27.05 0 70 02017 2 1 10 22.6 25.70 1.028 120 02017 2 1 11 24.6 25.10 0.514 70 02017 2 1 12 26.2 26.10 0.514 60 02017 2 1 13 29.4 27.65 0.514 90 02017 2 1 14 32.1 29.15 0.514 130 02017 2 1 15 32.6 30.60 0.514 340 02017 2 1 16 31.9 32.15 0.514 140 02017 2 1 17 31.2 37.05 0.514 160 02017 2 1 18 29.5 34.75 1.028 160 02017 2 1 19 27.4 39.10 0.514 270 02017 2 1 20 25.6 43.15 0 250 02017 2 1 21 22.8 42.05 0.8 250 02017 2 1 22 21.6 47.60 0 330 02017 2 1 23 21.8 47.90 0 350 02017 2 2 0 21.4 49.40 0.514 330 02017 2 2 1 21.4 49.40 0.514 320 02017 2 2 2 20.9 49.40 0 230 02017 2 2 3 20.6 49.40 1.542 300 02017 2 2 4 20.4 38.10 1.028 270 02017 2 2 5 19.6 43.05 1.028 300 02017 2 2 6 19.2 31.10 1.028 240 02017 2 2 7 21.4 36.10 1.028 140 02017 2 2 8 25.4 34.60 0.514 280 02017 2 2 9 27.7 29.85 1.028 330 02017 2 2 10 29.8 32.70 0.514 350 02017 2 2 11 31.9 32.55 0.514 50 02017 2 2 12 34.9 34.10 0 70 02017 2 2 13 35 35.10 0.514 50 02017 2 2 14 35.1 34.65 0 40 02017 2 2 15 35.2 34.65 0.514 100 02017 2 2 16 35.2 35.70 0 240 02017 2 2 17 29.8 37.00 0 240 02017 2 2 18 27.5 38.15 0.514 160 02017 2 2 19 26.4 39.10 0 160 02017 2 2 20 25.9 36.20 0.514 200 02017 2 2 21 25.2 41.50 0.514 140 02017 2 2 22 24.6 39.65 0.514 330 02017 2 2 23 24.2 45.55 0.514 350 0

ANNEXURE - XVII

96


Wind Speed (m/s)



2017 2 3 0 21.8 47.30 0.514 190 02017 2 3 1 21.2 53.30 0 230 02017 2 3 2 20.6 49.50 0.514 310 02017 2 3 3 19.2 47.52 0.514 110 02017 2 3 4 18.4 38.34 1.03 100 02017 2 3 5 20.4 36.96 0.514 310 02017 2 3 6 22.2 29.15 1.54 60 02017 2 3 7 22.8 27.12 0.514 90 02017 2 3 8 23.5 26.13 1.028 140 02017 2 3 9 24.6 23.87 0.514 60 02017 2 3 10 26.2 22.17 0 10 02017 2 3 11 26.2 22.22 0.514 30 02017 2 3 12 26.3 23.21 1 350 02017 2 3 13 27.2 22.83 1.5 360 02017 2 3 14 29.8 27.61 0 300 02017 2 3 15 30.2 29.21 0.514 80 02017 2 3 16 30.9 29.87 1.028 140 02017 2 3 17 32.9 35.42 0.514 280 02017 2 3 18 28.2 36.96 0 330 02017 2 3 19 26.4 34.05 0.514 110 02017 2 3 20 24.2 40.76 1 100 02017 2 3 21 23.5 41.03 0 220 02017 2 3 22 23.1 44.61 0.514 240 02017 2 3 23 22.4 45.76 0 130 02017 2 4 0 22.2 47.19 0.514 50 02017 2 4 1 21.8 47.80 0 110 02017 2 4 2 21.4 51.32 0.514 140 02017 2 4 3 20.6 48.62 1.028 150 02017 2 4 4 19.8 46.15 1.030 140 02017 2 4 5 19.4 37.57 0.000 120 02017 2 4 6 20.9 35.31 1.028 90 02017 2 4 7 22 28.49 1.542 70 02017 2 4 8 25.9 25.52 0.51 90 02017 2 4 9 28.8 21.56 0.514 90 02017 2 4 10 29.7 22.22 0.514 1550 02017 2 4 11 31.8 21.62 0 0 02017 2 4 12 34.9 22.22 0.514 40 02017 2 4 13 35 24.04 1.028 110 02017 2 4 14 35.2 26.02 1.028 130 02017 2 4 15 35.2 27.61 0.514 360 02017 2 4 16 35 29.32 0 30 02017 2 4 17 32 30.58 0.514 230 02017 2 4 18 30.6 33.06 0 340 02017 2 4 19 29 33.61 1 310 02017 2 4 20 27.9 38.61 1 280 02017 2 4 21 26.6 40.15 1.2 310 02017 2 4 22 25.8 41.91 0 260 02017 2 4 23 25 42.30 1.5 300 0

ANNEXURE - XVII

97


Wind Speed (m/s)



2017 2 5 0 23.9 45.99 1 300 02017 2 5 1 23.4 48.72 0.514 90 02017 2 5 2 22 50.40 1.028 120 02017 2 5 3 21.4 34.22 1.028 170 02017 2 5 4 21.2 34.39 2.57 120 02017 2 5 5 21.5 33.76 1.028 190 02017 2 5 6 21.4 29.00 1.028 80 02017 2 5 7 22.8 26.33 1.028 100 02017 2 5 8 25.6 25.17 0.514 70 02017 2 5 9 28.4 24.01 0.514 10 02017 2 5 10 31.2 23.95 1.028 100 02017 2 5 11 33.4 23.43 1.542 120 02017 2 5 12 33.6 24.48 1.028 140 02017 2 5 13 33.8 25.52 1.028 90 02017 2 5 14 34.1 28.54 1.028 140 02017 2 5 15 34.5 29.64 1.028 140 02017 2 5 16 34.8 29.46 0 140 02017 2 5 17 32 33.29 1.028 160 02017 2 5 18 30 34.97 1.028 150 02017 2 5 19 30.1 35.67 1.028 140 02017 2 5 20 28.5 38.98 1.028 140 02017 2 5 21 27.4 39.67 0 180 02017 2 5 22 25.9 43.67 0.514 180 02017 2 5 23 24.9 48.72 0 340 02017 2 6 0 23.2 45.54 0.514 180 02017 2 6 1 23.2 47.69 1.028 160 02017 2 6 2 22.8 49.61 2.056 170 02017 2 6 3 22.4 37.73 2.57 140 02017 2 6 4 22.1 36.14 1.028 200 02017 2 6 5 21.6 35.92 0.514 150 02017 2 6 6 20.8 30.42 1.028 230 02017 2 6 7 21.9 29.26 1.542 110 02017 2 6 8 25.2 25.80 1.028 220 02017 2 6 9 27.8 24.92 0.514 190 02017 2 6 10 30.2 25.96 0.514 140 02017 2 6 11 31 26.62 2.57 120 02017 2 6 12 32.4 27.17 2.056 120 02017 2 6 13 32.5 26.29 0.514 150 02017 2 6 14 35 30.97 1.028 140 02017 2 6 15 34.8 31.90 1.028 160 02017 2 6 16 33.4 33.72 1.028 160 02017 2 6 17 29.8 35.20 2.056 160 02017 2 6 18 26.9 36.47 2.056 160 02017 2 6 19 26.4 38.01 1.028 170 02017 2 6 20 25.2 41.47 1.542 150 02017 2 6 21 24.4 44.44 1.028 140 02017 2 6 22 23.6 46.20 0 200 02017 2 6 23 23.4 42.68 1.028 230 0

ANNEXURE - XVII

98


Wind Speed (m/s)



2017 2 7 0 22.8 48.71 0.514 130 02017 2 7 1 21.8 50.27 1.028 210 02017 2 7 2 20.9 43.42 0.514 220 02017 2 7 3 20.4 51.35 1.028 190 02017 2 7 4 19.8 39.04 1.542 210 02017 2 7 5 19.2 40.18 1.028 140 02017 2 7 6 18.8 32.51 1.542 250 02017 2 7 7 21.4 25.54 1.03 130 02017 2 7 8 25.2 26.14 0.514 250 02017 2 7 9 27.7 25.60 1 140 02017 2 7 10 29.8 26.19 0.514 120 02017 2 7 11 31.7 26.19 0 120 02017 2 7 12 35 27.76 0 160 02017 2 7 13 35.2 30.02 0.514 160 02017 2 7 14 35.2 32.08 1.028 140 02017 2 7 15 35.6 33.64 1.542 140 02017 2 7 16 35.6 35.32 0.514 150 02017 2 7 17 34.4 36.83 0.514 170 02017 2 7 18 27.5 38.50 0.514 170 02017 2 7 19 26.8 38.93 0.514 120 02017 2 7 20 25.9 40.18 0 320 02017 2 7 21 25.2 40.61 0.514 350 02017 2 7 22 24.7 42.12 0.514 320 02017 2 7 23 24.2 42.66 0 200 02017 2 8 0 23.4 51.96 0.514 200 02017 2 8 1 22.8 54.50 0 140 02017 2 8 2 22.2 47.80 1.028 80 02017 2 8 3 21.4 35.22 0 260 02017 2 8 4 21.2 34.84 1.5 260 02017 2 8 5 20.9 28.58 1 300 02017 2 8 6 20.5 25.54 0.514 90 02017 2 8 7 21.8 21.70 1.028 120 02017 2 8 8 25.8 21.20 1.028 170 02017 2 8 9 28.9 20.09 2.57 120 02017 2 8 10 29.4 20.65 1.028 190 02017 2 8 11 31.2 21.89 1.028 80 02017 2 8 12 32.6 23.68 1.028 100 02017 2 8 13 32.8 24.99 0.514 70 02017 2 8 14 35.2 26.85 0.514 10 02017 2 8 15 34.8 30.81 1.028 100 02017 2 8 16 34.9 32.86 1.542 120 02017 2 8 17 29.6 32.55 1.028 140 02017 2 8 18 29.8 37.94 1.028 90 02017 2 8 19 26.4 39.18 1.028 140 02017 2 8 20 25.6 45.32 1.028 140 02017 2 8 21 24.9 44.64 0 140 02017 2 8 22 24.7 48.05 1.028 160 02017 2 8 23 23.9 47.34 1.028 150 0

ANNEXURE - XVII

99


Wind Speed (m/s)



2017 2 9 0 23.2 50.58 1.028 140 02017 2 9 1 22.9 52.32 1.028 140 02017 2 9 2 22.8 51.90 0 140 02017 2 9 3 22.2 43.68 0.514 180 02017 2 9 4 21.9 42.24 0.51 160 02017 2 9 5 21.6 31.92 0.514 180 02017 2 9 6 20.8 29.46 1.028 160 02017 2 9 7 22.2 22.38 2.056 170 02017 2 9 8 25.2 22.92 2.57 140 02017 2 9 9 27.6 21.24 1.028 200 02017 2 9 10 31.8 21.12 0.514 150 02017 2 9 11 32.9 22.32 1.028 230 02017 2 9 12 35.2 23.34 1.542 110 02017 2 9 13 36.5 27.72 1.028 220 02017 2 9 14 37.2 29.52 0.514 190 02017 2 9 15 36.8 31.08 0.514 140 02017 2 9 16 33.9 33.78 2.57 120 02017 2 9 17 30.2 33.48 2.056 120 02017 2 9 18 28.2 37.32 0.514 150 02017 2 9 19 27.2 39.12 1.028 140 02017 2 9 20 27 38.04 1.028 160 02017 2 9 21 26.2 41.40 1.028 160 02017 2 9 22 25.9 44.46 2.056 160 02017 2 9 23 25.4 2.056 160 02017 2 10 0 24.6 41.04 1.028 170 02017 2 10 1 23.8 49.20 1.542 150 02017 2 10 2 23.4 38.76 1.028 140 02017 2 10 3 22.6 51.72 0 200 02017 2 10 4 21.7 38.82 1.028 230 02017 2 10 5 21.4 39.12 0.514 130 02017 2 10 6 21.2 25.50 1.028 210 02017 2 10 7 22.1 25.98 0.514 220 02017 2 10 8 25.9 18.66 1.028 190 02017 2 10 9 28.9 21.24 1.542 210 02017 2 10 10 29.8 20.04 1.028 140 02017 2 10 11 31.8 19.38 1.542 250 02017 2 10 12 33.4 20.64 0.514 260 02017 2 10 13 34.2 27.36 0.514 250 02017 2 10 14 34.8 26.58 0 140 02017 2 10 15 35 31.92 0.514 120 02017 2 10 16 34.4 31.38 0 140 02017 2 10 17 32.2 33.18 0 120 02017 2 10 18 30.6 34.86 0.514 160 02017 2 10 19 29.2 39.06 1.028 140 02017 2 10 20 28.2 42.60 1.542 140 02017 2 10 21 26.6 39.66 0.514 150 02017 2 10 22 25.8 47.58 0.514 170 02017 2 10 23 25.2 42.66 0.514 170 0

ANNEXURE - XVII

100


Wind Speed (m/s)



2017 2 11 0 24.4 47.36 0.514 120 02017 2 11 1 23.6 40.37 0 120 02017 2 11 2 24.1 50.77 0.514 90 02017 2 11 3 22.8 44.66 0.514 320 02017 2 11 4 21.9 34.27 0 200 02017 2 11 5 21.7 33.39 0.514 200 02017 2 11 6 21.4 31.08 0 140 02017 2 11 7 24.2 29.10 1.028 80 02017 2 11 8 26.8 26.62 1.028 120 02017 2 11 9 29.2 26.07 1.028 110 02017 2 11 10 33.2 26.68 1.542 120 02017 2 11 11 34 26.68 1.028 140 02017 2 11 12 34.2 28.27 1.028 150 02017 2 11 13 34.6 30.58 1.028 150 02017 2 11 14 35 32.67 1.028 140 02017 2 11 15 35.1 34.27 0.514 190 02017 2 11 16 35.4 35.97 0.514 140 02017 2 11 17 32.4 37.51 1 310 02017 2 11 18 31.8 39.22 0 310 02017 2 11 19 28.9 39.66 1 120 02017 2 11 20 28.4 40.92 1.028 110 02017 2 11 21 26.9 41.36 1.028 130 02017 2 11 22 25.6 42.90 0.514 150 02017 2 11 23 24.8 43.45 1.542 100 02017 2 12 0 23.9 43.96 1.028 220 02017 2 12 1 23.2 45.25 1.028 160 02017 2 12 2 22.6 41.31 1.542 100 02017 2 12 3 22.5 35.37 1.028 300 02017 2 12 4 21.8 34.78 0.514 360 02017 2 12 5 21 36.29 0.51 80 02017 2 12 6 21.2 29.38 0 60 02017 2 12 7 22.9 28.73 1.028 140 02017 2 12 8 24.9 24.25 0.514 150 02017 2 12 9 28.2 24.46 1.028 150 02017 2 12 10 31.8 22.90 1.028 140 02017 2 12 11 32.8 21.76 2.056 160 02017 2 12 12 35.2 23.38 1.542 150 02017 2 12 13 35 27.00 2.056 140 02017 2 12 14 35.2 27.76 1.028 160 02017 2 12 15 35.4 29.32 1.028 150 02017 2 12 16 33.9 30.89 0 280 02017 2 12 17 30.6 32.35 0.514 20 02017 2 12 18 28.2 34.61 0 70 02017 2 12 19 27 36.29 0 260 02017 2 12 20 27.4 37.85 1.028 240 02017 2 12 21 26.4 40.39 2.57 230 02017 2 12 22 25 42.17 0.514 240 02017 2 12 23 23.8 43.79 0 80 0

ANNEXURE - XVII

101


Wind Speed (m/s)



2017 2 13 0 22.9 46.20 0 80 02017 2 13 1 22.4 39.38 1.028 210 02017 2 13 2 22 51.10 1.542 230 02017 2 13 3 21 39.55 1.542 200 02017 2 13 4 22.2 35.09 1.028 330 02017 2 13 5 21.6 30.97 0.514 30 02017 2 13 6 20.8 32.56 0.514 340 02017 2 13 7 22.2 25.08 1.030 80 02017 2 13 8 25.2 24.97 2.060 100 02017 2 13 9 27.9 24.15 2.060 120 02017 2 13 10 30.2 21.67 0 40 02017 2 13 11 31.4 21.73 0.514 40 02017 2 13 12 32.6 23.27 0 40 02017 2 13 13 32.8 29.81 0 40 02017 2 13 14 33.2 35.26 0 210 02017 2 13 15 33.6 38.50 0.514 120 02017 2 13 16 33.9 42.90 1.028 130 02017 2 13 17 34.6 42.35 0 120 02017 2 13 18 26.9 41.80 1.028 100 02017 2 13 19 26.4 43.07 0.514 320 02017 2 13 20 25.2 43.56 0 320 02017 2 13 21 24.6 44.06 0.514 40 02017 2 13 22 23.6 45.65 1 350 02017 2 13 23 23.4 49.50 0 60 02017 2 14 0 22.7 51.04 0.514 310 02017 2 14 1 21.8 52.64 0.514 310 02017 2 14 2 20.9 54.01 0.514 300 02017 2 14 3 20.4 46.59 0.514 40 02017 2 14 4 20.2 38.50 0.514 200 02017 2 14 5 19.6 34.38 0.514 330 02017 2 14 6 19.2 35.26 2.570 120 02017 2 14 7 21.4 25.08 1.540 100 02017 2 14 8 25.4 27.12 1.030 60 02017 2 14 9 27.8 22.94 1.028 300 02017 2 14 10 29.6 22.72 0 350 02017 2 14 11 31.8 22.28 0 60 02017 2 14 12 34.2 23.27 0.514 310 02017 2 14 13 34.6 25.80 0.514 310 02017 2 14 14 34 26.62 0.514 300 02017 2 14 15 35 27.12 0.514 40 02017 2 14 16 35.2 28.27 0.514 200 02017 2 14 17 29.9 28.66 0.514 330 02017 2 14 18 27.6 29.21 1.028 230 02017 2 14 19 26.5 30.31 1.028 230 02017 2 14 20 25.9 29.81 0.514 230 02017 2 14 21 25.2 30.97 1.028 300 02017 2 14 22 24.7 31.19 1.028 300 02017 2 14 23 23.9 35.37 0 320 0

ANNEXURE - XVII

102


Wind Speed (m/s)



2017 2 15 0 23.4 50.64 0.514 230 02017 2 15 1 22.7 42.00 1.028 220 02017 2 15 2 22.1 52.24 0.514 240 02017 2 15 3 21.6 27.44 0 150 02017 2 15 4 21.1 27.76 1.028 140 02017 2 15 5 20.9 24.48 1.540 110 02017 2 15 6 20.6 24.16 3.090 110 02017 2 15 7 21.8 20.08 2.570 120 02017 2 15 8 25.8 17.20 2.570 120 02017 2 15 9 29.2 15.44 1.030 80 02017 2 15 10 29.4 17.04 0.514 200 02017 2 15 11 31.4 21.52 0.514 220 02017 2 15 12 33.2 22.64 0.514 250 02017 2 15 13 33.5 26.96 1.028 130 02017 2 15 14 35.2 27.36 1.028 90 02017 2 15 15 34.8 33.76 1.028 110 02017 2 15 16 33.4 33.76 0.514 20 02017 2 15 17 29.3 40.16 0.514 310 02017 2 15 18 28.2 40.88 1.028 250 02017 2 15 19 26.4 44.32 1.028 130 02017 2 15 20 25.6 46.56 1.028 250 02017 2 15 21 24.8 49.12 0.514 300 02017 2 15 22 24.7 55.04 0.514 280 02017 2 15 23 24 54.20 0 90 02017 2 16 0 23.4 51.83 0.514 350 02017 2 16 1 22.9 61.88 1.028 80 02017 2 16 2 22.8 56.33 1.028 120 02017 2 16 3 22.4 50.48 1.028 140 02017 2 16 4 21.9 45.98 1.028 160 02017 2 16 5 21.6 24.45 1.028 160 02017 2 16 6 20.8 23.55 0.510 20 02017 2 16 7 21.9 16.50 1.540 80 02017 2 16 8 25.2 16.80 1.542 150 02017 2 16 9 27.9 14.48 1.028 140 02017 2 16 10 31.5 13.73 0.514 340 02017 2 16 11 32.5 13.73 0.514 230 02017 2 16 12 33 15.90 1.028 170 02017 2 16 13 34.2 18.15 1.028 150 02017 2 16 14 34.8 23.25 0.514 220 02017 2 16 15 35.3 23.48 1.542 210 02017 2 16 16 33.8 24.90 1.028 230 02017 2 16 17 30.1 35.85 1.028 230 02017 2 16 18 27.9 35.48 1.028 170 02017 2 16 19 26.8 42.45 1.542 160 02017 2 16 20 26 43.73 1.542 100 02017 2 16 21 25.8 48.83 0.514 150 02017 2 16 22 25.8 50.25 1.542 150 02017 2 16 23 25.4 56.78 2.57 130 0

ANNEXURE - XVII

103


Wind Speed (m/s)



2017 2 17 0 24.6 54.03 2.056 120 02017 2 17 1 23.8 60.63 1.542 130 02017 2 17 2 23.4 61.84 1.542 140 02017 2 17 3 22.6 59.71 1.028 150 02017 2 17 4 21.8 40.75 1.028 140 02017 2 17 5 21.4 41.32 1.028 140 02017 2 17 6 21.2 32.02 2.06 100 02017 2 17 7 22.2 27.26 1.028 140 02017 2 17 8 25.9 21.02 1.028 150 02017 2 17 9 29.2 17.96 1.542 150 02017 2 17 10 29.8 16.47 1.028 140 02017 2 17 11 31.8 15.83 1.542 130 02017 2 17 12 33.8 17.25 2.056 150 02017 2 17 13 34.5 24.00 1.542 160 02017 2 17 14 34.9 25.70 2.056 150 02017 2 17 15 34.9 26.41 3.084 130 02017 2 17 16 35.4 28.61 2.056 140 02017 2 17 17 31.8 31.95 1.542 170 02017 2 17 18 30.6 34.93 3.084 110 02017 2 17 19 28.9 37.63 3.084 140 02017 2 17 20 27.6 43.31 2.056 150 02017 2 17 21 26.4 44.38 2.57 150 02017 2 17 22 25.2 49.13 1.542 130 02017 2 17 23 25.9 50.55 1.028 130 02017 2 18 0 23.9 51.55 1.028 130 02017 2 18 1 23.4 51.55 1.542 140 02017 2 18 2 22.4 47.06 0.514 140 02017 2 18 3 21.4 50.25 1.028 150 02017 2 18 4 21.2 40.30 0.514 150 02017 2 18 5 21.6 43.55 0 20 02017 2 18 6 21.4 27.95 1.030 60 02017 2 18 7 22.6 30.23 1.540 70 02017 2 18 8 25.4 21.26 0.514 150 02017 2 18 9 28.2 22.36 1.028 160 02017 2 18 10 31.2 21.00 0 290 02017 2 18 11 33.2 20.35 1.542 140 02017 2 18 12 34.4 21.71 1.542 160 02017 2 18 13 34.9 28.80 1.542 150 02017 2 18 14 35 30.03 1.542 180 02017 2 18 15 35.2 28.15 1.542 140 02017 2 18 16 34.8 29.97 1.542 140 02017 2 18 17 33.2 32.05 2.056 150 02017 2 18 18 30.4 33.28 2.056 160 02017 2 18 19 29.4 33.41 1.542 150 02017 2 18 20 28.2 43.23 2.056 130 02017 2 18 21 27.4 41.73 2.056 120 02017 2 18 22 25.6 43.16 1.028 120 02017 2 18 23 24.8 45.05 2.056 120 0

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Wind Speed (m/s)



2017 2 19 0 23.6 46.80 1.542 130 02017 2 19 1 22.7 48.23 1.028 120 02017 2 19 2 22.2 49.60 1.028 120 02017 2 19 3 21.5 39.65 1.028 140 02017 2 19 4 21.2 39.33 1.028 140 02017 2 19 5 21.4 39.78 1.542 140 02017 2 19 6 21.6 30.16 1.028 140 02017 2 19 7 23.2 30.68 0.514 310 02017 2 19 8 26.6 27.82 1.028 140 02017 2 19 9 29.2 26.20 1.028 140 02017 2 19 10 29.4 24.25 1.028 130 02017 2 19 11 34.8 24.90 0 100 02017 2 19 12 35 26.13 0.514 140 02017 2 19 13 35.2 28.15 3.598 120 02017 2 19 14 35.2 30.03 2.056 140 02017 2 19 15 34.8 31.27 2.57 130 02017 2 19 16 33.1 33.41 3.084 140 02017 2 19 17 32 36.47 2.57 130 02017 2 19 18 29.8 38.48 2.056 110 02017 2 19 19 28.9 40.37 2.056 120 02017 2 19 20 27.5 42.45 2.57 110 02017 2 19 21 26.5 44.33 1.028 120 02017 2 19 22 25.4 45.11 1.028 110 02017 2 19 23 24.4 49.60 1.028 120 02017 2 20 0 23.5 41.76 0.514 120 02017 2 20 1 22.8 51.60 1.028 110 02017 2 20 2 22.2 56.40 1.028 120 02017 2 20 3 22.6 55.38 1.542 140 02017 2 20 4 22.7 42.00 1.028 140 02017 2 20 5 22.9 46.38 1.028 160 02017 2 20 6 21.8 30.00 1.03 320 02017 2 20 7 23.4 32.04 1.03 70 02017 2 20 8 24.2 25.38 1.542 150 02017 2 20 9 26.4 24.72 1.028 150 02017 2 20 10 28.5 20.94 1.028 140 02017 2 20 11 29.9 20.58 1.542 160 02017 2 20 12 31.8 23.64 1.028 150 02017 2 20 13 33.1 29.04 1.028 160 02017 2 20 14 34.6 33.48 1.542 160 02017 2 20 15 34.4 30.06 2.57 130 02017 2 20 16 35.1 31.98 3.084 120 02017 2 20 17 30.6 33.78 3.084 120 02017 2 20 18 28.6 35.94 3.084 130 02017 2 20 19 27.6 38.52 2.57 120 02017 2 20 20 27.4 40.20 2.056 110 02017 2 20 21 26.9 42.00 1.028 120 02017 2 20 22 26.4 43.26 1.028 100 02017 2 20 23 25.5 44.58 1.542 110 0

ANNEXURE - XVII

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Wind Speed (m/s)



2017 2 21 0 24.6 53.82 1.028 130 02017 2 21 1 23.8 47.73 1.028 140 02017 2 21 2 23.2 48.60 1.542 140 02017 2 21 3 22.6 48.14 1.028 140 02017 2 21 4 22.8 41.82 0.514 140 02017 2 21 5 22.4 38.98 0.514 150 02017 2 21 6 22.5 30.91 0.514 150 02017 2 21 7 22.9 25.75 0.514 160 02017 2 21 8 24 24.42 0 250 02017 2 21 9 26.8 25.23 0.514 170 02017 2 21 10 29.4 23.90 0.514 200 02017 2 21 11 32.6 23.90 1.028 150 02017 2 21 12 35.2 25.06 2.056 170 02017 2 21 13 35.1 27.90 1.542 150 02017 2 21 14 37.8 28.54 1.028 150 02017 2 21 15 36.6 29.75 2.056 220 02017 2 21 16 35.2 30.86 1.542 230 02017 2 21 17 30.9 32.07 2.056 230 02017 2 21 18 28.8 33.29 1.028 200 02017 2 21 19 27.9 35.61 0.514 290 02017 2 21 20 27.4 37.18 0 110 02017 2 21 21 25.6 38.34 0 240 02017 2 21 22 25.8 40.19 1.028 130 02017 2 21 23 25.4 43.91 2.056 150 02017 2 22 0 24.7 60.08 1.542 150 02017 2 22 1 23.8 62.48 1.542 150 02017 2 22 2 23.2 50.93 2.056 150 02017 2 22 3 22.4 50.33 1.028 150 02017 2 22 4 21.8 34.43 0.514 210 02017 2 22 5 21.6 37.73 0.514 160 02017 2 22 6 21.5 29.10 0.514 150 02017 2 22 7 23.1 30.15 0 320 02017 2 22 8 24.4 27.98 0 180 02017 2 22 9 27.4 26.55 0.514 220 02017 2 22 10 29.8 26.55 0.514 190 02017 2 22 11 30.8 15.90 1.028 180 02017 2 22 12 32.6 25.58 1.028 220 02017 2 22 13 34.2 19.65 1.028 230 02017 2 22 14 34.4 23.93 2.056 240 02017 2 22 15 35.1 25.58 1.028 240 02017 2 22 16 34.4 29.03 0.514 290 02017 2 22 17 30.6 33.90 1.542 300 02017 2 22 18 28.9 37.65 0.514 270 02017 2 22 19 28.2 40.73 1.028 240 02017 2 22 20 27.4 41.78 1.028 300 02017 2 22 21 26.9 44.33 0.514 80 02017 2 22 22 26.4 46.65 1.028 0 02017 2 22 23 25.4 50.40 1.028 100 0

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Wind Speed (m/s)



2017 2 23 0 24.7 60.39 0.514 0 02017 2 23 1 24.2 62.37 1.028 90 02017 2 23 2 23.8 45.63 0.514 50 02017 2 23 3 23.2 43.47 2.056 100 02017 2 23 4 23.4 36.00 2.57 120 02017 2 23 5 22.1 28.26 1.542 150 02017 2 23 6 22.4 26.73 1.542 150 02017 2 23 7 23.2 19.17 2.056 130 02017 2 23 8 25.5 16.38 1.542 120 02017 2 23 9 29.5 15.48 1.028 120 02017 2 23 10 31.6 15.48 1.028 120 02017 2 23 11 32.8 16.38 1.028 130 02017 2 23 12 33.9 19.08 1.028 140 02017 2 23 13 35 21.87 1.542 160 02017 2 23 14 35.2 26.73 1.028 130 02017 2 23 15 35.3 27.09 1.028 160 02017 2 23 16 32.9 29.97 1.028 180 02017 2 23 17 31.4 37.53 1.542 150 02017 2 23 18 28.6 38.79 1.028 160 02017 2 23 19 27.9 46.35 1.028 160 02017 2 23 20 27.4 46.08 1.542 190 02017 2 23 21 26.9 48.69 1.542 150 02017 2 23 22 26.5 51.48 1.028 120 02017 2 23 23 25.6 55.89 2.57 110 02017 2 24 0 24.2 53.19 1.028 140 02017 2 24 1 23.4 54.99 2.57 110 02017 2 24 2 22.9 56.61 2.57 120 02017 2 24 3 21.5 54.54 2.056 120 02017 2 24 4 20.8 43.38 2.056 130 02017 2 24 5 21.5 33.40 2.056 140 02017 2 24 6 21.6 27.36 1.542 140 02017 2 24 7 23.4 20.61 1.542 140 02017 2 24 8 25.4 18.27 2.056 150 02017 2 24 9 28.4 17.28 1.542 150 02017 2 24 10 31.2 16.47 1.028 160 02017 2 24 11 33.2 16.47 1.542 140 02017 2 24 12 34.6 17.28 1.028 140 02017 2 24 13 34.8 21.87 1.028 160 02017 2 24 14 35.1 21.87 1.542 150 02017 2 24 15 35.2 24.39 1.028 130 02017 2 24 16 35.4 27.09 1.028 140 02017 2 24 17 32.4 29.97 0.514 170 02017 2 24 18 30.4 40.50 1.028 190 02017 2 24 19 29.4 40.59 0.514 140 02017 2 24 20 28.5 47.79 0.514 130 02017 2 24 21 27.4 47.07 1.028 90 02017 2 24 22 25.9 49.59 1.542 70 02017 2 24 23 24.8 52.29 1.028 80 0

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Wind Speed (m/s)



2017 2 25 0 23.6 52.43 0.514 80 02017 2 25 1 22.7 53.18 1.542 100 02017 2 25 2 22.2 51.08 0.514 80 02017 2 25 3 21.5 48.00 1.028 110 02017 2 25 4 21.4 42.15 0.514 80 02017 2 25 5 21.5 31.95 1.028 150 02017 2 25 6 21.9 30.23 1.028 150 02017 2 25 7 23.2 26.18 1.028 140 02017 2 25 8 26.8 22.58 1.028 170 02017 2 25 9 28.8 20.40 0.514 160 02017 2 25 10 29.4 19.73 1.028 150 02017 2 25 11 34.5 18.98 1.542 130 02017 2 25 12 35.1 19.65 1.542 140 02017 2 25 13 35.3 21.15 1.028 130 02017 2 25 14 35.4 27.15 1.028 140 02017 2 25 15 34.1 29.40 1.028 150 02017 2 25 16 33.2 30.83 0.514 180 02017 2 25 17 32.2 30.83 0.514 210 02017 2 25 18 29.8 30.23 1.028 130 02017 2 25 19 28.9 35.63 2.57 140 02017 2 25 20 27.5 36.23 1.028 90 02017 2 25 21 26.2 37.58 0.514 260 02017 2 25 22 25.4 42.30 2.056 120 02017 2 25 23 24.1 42.83 1.542 130 02017 2 26 0 23.2 51.09 1.542 120 02017 2 26 1 22.6 53.55 1.542 120 02017 2 26 2 22.2 54.49 2.056 130 02017 2 26 3 22.6 42.59 1.542 110 02017 2 26 4 22.7 28.22 1.542 120 02017 2 26 5 22.9 27.37 1.542 140 02017 2 26 6 23.1 20.91 1.542 120 02017 2 26 7 23.4 21.42 1.542 140 02017 2 26 8 24.6 19.81 1.028 150 02017 2 26 9 26.9 18.96 1.028 130 02017 2 26 10 28.4 18.02 0.514 300 02017 2 26 11 29.9 19.81 0.514 170 02017 2 26 12 31.8 23.80 0.514 140 02017 2 26 13 34.2 23.97 0.514 140 02017 2 26 14 34.6 15.47 1.028 150 02017 2 26 15 34.5 25.59 1.028 160 02017 2 26 16 33.2 28.22 1.028 150 02017 2 26 17 30.8 38.51 1.542 130 02017 2 26 18 28.6 36.64 1.542 150 02017 2 26 19 27.9 39.27 1.542 220 02017 2 26 20 27.4 45.65 0.514 240 02017 2 26 21 26.9 46.16 1.542 100 02017 2 26 22 26.2 54.15 0.514 130 02017 2 26 23 25.4 54.50 0.514 80 0

ANNEXURE - XVII

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Wind Speed (m/s)



2017 2 27 0 24.6 53.37 1.542 120 02017 2 27 1 23.8 55.17 1.028 160 02017 2 27 2 23.2 56.88 1.542 150 02017 2 27 3 22.6 49.05 1.028 130 02017 2 27 4 22.8 44.28 1.028 140 02017 2 27 5 22.2 30.24 0.514 170 02017 2 27 6 22.3 28.98 1.028 190 02017 2 27 7 22.7 24.30 0.514 140 02017 2 27 8 23.9 20.88 0.514 130 02017 2 27 9 26.4 18.27 1.028 90 02017 2 27 10 29.4 17.28 1.542 70 02017 2 27 11 31.4 16.38 1.028 80 02017 2 27 12 34.8 19.89 0.514 80 02017 2 27 13 35 19.08 1.542 100 02017 2 27 14 35.2 21.78 0.514 80 02017 2 27 15 35.4 24.48 1.028 110 02017 2 27 16 34.8 29.70 0.514 80 02017 2 27 17 31.2 29.79 1.028 150 02017 2 27 18 29 43.47 1.028 150 02017 2 27 19 27.8 36.27 1.028 140 02017 2 27 20 27.2 45.27 1.028 170 02017 2 27 21 25.9 44.19 0.514 160 02017 2 27 22 25.8 46.80 1.028 150 02017 2 27 23 25.4 48.60 1.542 130 02017 2 28 0 24.5 49.50 1.542 140 02017 2 28 1 23.5 52.20 1.028 130 02017 2 28 2 23.2 63.27 1.028 140 02017 2 28 3 22.2 41.58 1.028 150 02017 2 28 4 21.7 30.78 0.514 180 02017 2 28 5 21.8 30.42 0.514 210 02017 2 28 6 21.8 22.95 1.028 130 02017 2 28 7 22.9 21.78 2.57 140 02017 2 28 8 24.6 19.08 1.028 90 02017 2 28 9 27.4 18.18 0.514 260 02017 2 28 10 29.8 18.18 2.056 120 02017 2 28 11 31.2 18.18 1.542 130 02017 2 28 12 32.6 19.08 1.542 120 02017 2 28 13 35.2 20.88 1.542 120 02017 2 28 14 34.8 23.58 2.056 130 02017 2 28 15 36.2 30.96 1.542 110 02017 2 28 16 34.8 30.69 1.542 120 02017 2 28 17 30.6 34.83 1.542 140 02017 2 28 18 29.4 40.68 1.542 120 02017 2 28 19 28.2 45.18 1.542 140 02017 2 28 20 27.6 48.87 1.028 150 02017 2 28 21 26.9 53.73 1.028 130 02017 2 28 22 26.4 53.19 0.514 300 02017 2 28 23 25 55.98 0.514 170 0

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Srilata

Typewritten Text

Srilata

Typewritten Text

ANNEXURE - XIX

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ANNEUXRE - XX

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Ambient Air Quality Standards in Respect of Noise

Area Code Category of Area/Zone Limits in dB(A) Leq*

Day Time Night Time

(A) Industrial area 75 70 (B) Commercial area 65 55 (C) Residential area 55 45 (D) Silence Zone 50 40

Notes : 1. Day time shall mean from 6.00 a.m. to 10.00 p.m. 2. Night time shall mean from 10.00 p.m. to 6.00 a.m. 3. Silence zone is defined as an area comprising not less than 100 meters around hospitals,

Educational Institutions and courts. The silence zones are zones which are declared as such by the competent authority.

4. Mixed categories of areas may be declared as one of the four abovementioned categories by the competent authority.

* dB(A) Leq denotes the time weighted average of the level of sound in decibels on scale A which is related to human hearing

"A", in dB(A) Leq, denotes the frequency weighting in the measurement of noise and corresponds to frequency response characteristics of human ear

Leq : It is an energy mean of the noise level over a specified period

[ The Gazette of India Extraordinary MoEF Notification, 14 February, 2000]

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Indian standard / specification of drinking water

IS 10500: 2012

S. No.

Characteristic Requirement ( Acceptable

limit)

Permissible limit in the Absence of

Alternate Source

1. Colour , Hazen units , Max 5 15 2. Odour Agreeable Agreeable 3. Taste Agreeable Agreeable 4. Turbidity NTU , Max 1 5 5. pH value 6.5-8.5 No relaxation 6. Total Dissolved Solids, mg/l, Max 500 2000 7. Total Alkalinity as (as

CaCO3),mg/l,Max 200 600

8. Total hardness (as CaCO3), mg/l , Max

200 600

9. Calcium (as Ca) , mg/l , Maxl 75 200 10. Magnesium (as Mg) , mg/l , Max 30 100 11. Chloride (as Cl) , mg/l , Max 250 1000 12. Sulphate (as SO4) , mg/l , Max 200 400 13. Fluoride (as F) , mg/l , Max 1.0 1.5 14. Nitrate (as NO3) , mg/l , Max` 45 No relaxation 15. Phenolic compounds (as C6H5OH) ,

mg/l , Max 0.001 0.002

16. Anionic Detergents (as MBAS) , mg/l,Max

0.2 1.0

17. Mineral oil,mg/l, Max 0.5 No relaxation 18. Free residual chlorine mg/l , min 0.2 1.0 19. Polynuclear Aromatic hydrocarbons

(as PAH) , mg/l , Max 0.0001 No relaxation

20. Iron (as Fe) , mg/l , Max 0.3 No relaxation 21. Manganese (as Mn) , mg/l , Max 0.1 0.3 22. Zinc (as Zn) , mg/l ,Max 5.0 15 23. Copper (as Cu) , mg/l , Max 0.05 1.5 24. Aluminium(as Al),mg/l,Max 0.03 0.2 25. Ammonia(as total ammonia-N),mg/l,

Max 0.5 No relaxation

26. Barium (as Ba),mg/l, Max 0.7 No relaxation 27. Boron(as B),mg/l, Max 0.5 1.0 28. Silver(as Ag), mg/l, Max 0.1 No relaxation 29. Sulphide(as H2s),mg/l,Max 0.05 No relaxation 30. Nickel(as Ni),mg/l, Max 0.02 No relaxation 31. Mercury (as Hg) , mg/l , max 0.001 No relaxation

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S. No.

Characteristic Requirement ( Acceptable

limit)

Permissible limit in the Absence of

Alternate Source 32. Cadmium (as Cd) , mg/l , max 0.003 No relaxation 33. Selenium (as Se) , mg/l , max 0.01 No relaxation 34. Total Arsenic (as As) , mg/l , max 0.01 0.05 35. Cyanide (as CN) , mg/l , max 0.05 No relaxation 36. Lead (as Pb) , mg/l , max 0.01 No relaxation 37. Molybdenum(as Mo),mg/l,Max 0.07 No relaxation 38. Total Chromium (as Cr6+) 0.05 No relaxation 39. Pesticides Absent - 40. Total coliform bacteria Shall not be detectable in any 100 ml

sample 41. Radioactive Materials

a) Alpha emitters Bq/l,Max 0.1 No relaxation b) Beta emitters Bq/l,Max 1.0 No relaxation

ANNEXURE - XXIII

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Standard soil Classification

S. No.

Soil Test

Classification

1 pH

<4.5 Extremely Acidic 4.51 - 5.00 Very Strongly Acidic 5.51 – 6.00 Moderately Acidic 6.01 - 6.50 Slightly Acidic 6.51- 7.30 Neutral 7.31 - 7.80 Slightly Alkaline 7.81 - 8.50 Moderately Alkaline 8.51 - 9.0 Strongly Alkaline 9.01 Very Strongly Alkaline

2 Salinity Electrical Conductivity (mmhos/cm) 1mmho/cm = 640 ppm

Upto 1.00 Average 1.01- 2.00 Harmful to Germination 2.01 – 3.00 Harmful to crop

3 Organic Carbon (%)

Upto 0.2 Very Less 0.21 – 0.4 Less 0.41 – 0.5 Medium 0.51 – 0.8 on an Average Sufficient 0.81 -1.00 Sufficient >1.0 More than Sufficient

4 Nitrogen (Kg/ha)

Upto 50 very less 51 – 100 Less 101 – 150 Good 151 – 300 Better >300 Sufficient

5 Phosphorus (Kg/ha)

Upto 15 Very less 16 – 30 Less 31 – 50 Medium 51 – 65 on An Average Sufficient 66 – 80 Sufficient > 80 More than Sufficient

6 Potassium (Kg/ha)

0 – 120 Very Less 120 – 180 Less 181 – 120 Medium 241 – 300 Average 301 – 360 Better >360 More than Sufficient

ANNEXURE - XXIV

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Check list of Flora present in Core Area

S.No Scientific Name Family Local Name Trees

1 Acacia auriculiformis Benth. Leguminosae Australia thumma 2 Samanea saman (Jacq.) Merr. Sapindaceae Nidraganeeru 3 Albizia amara (Roxb.) B.Boivin Leguminosae Konda sigara 4 Thespesia populnea (L.) Sol. ex Corrêa Malvaceae 5 Alstonia scholaris (L.)R.Br. Cornaceae Silver oak 6 Phoenix sylvestris (L.) Roxb. Arecaceae Eethachettu 7 Leucaena leucocephala (Lam.) de Wit Leguminosae Subabul 8 Tectona grandis L.f. Lamiaceae Teak 9 Mangifera indica L. Anacardiaceae Mamidi 10 Moringa oleifera Lam. Moringaceae Mulagachettu 11 Santalum album.L Satalaceae Gandm chettu 12 Bauhinia purpurea L. Leguminosae Bodhanta 13 Prosopis chilensis (Molina) Stuntz Leguminosae Mulla thumma 14 Ziziphus mauritiana Lam. Rhamnaceae Reni 15 Dalbergia sissoo DC. Leguminosae Sisu 16 Cassia siamea Lam. Leguminosae Seema thangedu 17 Syzygium cumini (L.) Skeels Myrtaceae Neredu 18 Ficus benghalensis L. Moraceae Marri 19 Borassus flabellifer L. Arecaceae Thadi chettu 20 Polyalthia longifolia (Sonn.) Thwaites Annonaceae Naramamidi 21 Azadirachta indica A.Juss. Meliaceae Vepa 22 Acacia nilotica (L.) Delile Leguminosae Nalla thumma

Shrubs 23 Agave americana L. Asparagaceae Gitta nara 24 Caesalpinia bonduc (L.) Roxb. Leguminosae Gacha podha 25 Calotropis gigantea (L.) Dryand. Apocynaceae Tella jilledu 26 Canna indica L. Cannaceae Metta tamara 27 Catunaregam spinosa (Thunb.)

Tirveng. Rubiaceae

28 Dodonaea viscosa Jacq. Sapindaceae 29 Hibiscus rosa-sinensis L. Malvaceae Mandaram 30 Ixora coccinea L. Rubiaceae Ramabanam 31 Jatropha glandulifera Roxb. Euphorbiaceae Yerranepalamu 32 Lantana camara L. Verbenaceae 33 Mimosa intsia L. Leguminosae 34 Mimosa polyancistra Benth. Leguminosae

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35 Psidium guajava L. Myrtaceae Jama 36 Senna occidentalis (L.) Link Leguminosae Kasintha 37 Solanum pubescens.Willd. Solanaceae Uchintha 38 Vitex negundo L. Lamiaceae Nalla vavili 39 Xanthium strumariumium L. Compositae Marula-Mathangi 40 Ziziphus oenopolia (L.) Mill. Rhamnaceae Parimi

Herbs 41 Blepharis maderaspatensis (L.)

B.Heyne ex Roth Acanthaceae

42 Barleria prionitis L. Acanthaceae Pacha gorinta 43 Aerva lanata (L.) Juss. Amaranthaceae Thelaga pindi 44 Amaranthus spinosus L. Amaranthaceae Mulla thotakoora 45 Celosia argentea L. Amaranthaceae Gunugu 46 Celosia cristata L. Amaranthaceae Seeta jedalu 47 Gomphrena serrata L. Amaranthaceae Tella bendumalli 48 Blumea mollis(D.Don) Merr. Compositae Kukkapogaku 49 Cassia uniflora Mill. Leguminosae 50 Corchorus trilocularis L. Malvaceae 51 Triumfetta rhomboidea N.Jacq. Malvaceae Chirusitrika 52 Urena lobata L. Malvaceae 53 Indigofera hirsuta L. Leguminosae Kolapattitulu 54 Cyanotis axillaris (L.) D.Don ex Sweet Commelinaceae 55 Ageratum conyzoides (L.) L. Compositae Vasavi 56 Vernonia cinerea (L.) Less. Compositae 57 Acalypha indica L. Euphorbiaceae Muripinda 58 Ocimum canum Sims Lamiaceae Kukka tulasi 59 Aeschynomene indica L. Leguminosae

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Checklist of Flora in the buffer zone of the study area

S.No Scientific Name Family Local Name Trees

1 Mangifera indica L. Anacardiaceae Mamidi 2 Annona reticulata L. Annonaceae Ramapalamu 3 Annona squamosa L. Annonaceae Seethapalam 4 Polyalthia longifolia (Sonn.) Thwaites Annonaceae Naramamidi 5 Nerium odoratum Lam. Apocynaceae Erra ganneru 6 Plumeria alba L. Apocynaceae Tella devaganneru 7 Plumeria rubra L. Apocynaceae Modu Ganneru 8 Borassus flabellifer L. Arecaceae Thadi chettu 9 Cocos nucifera L. Arecaceae kobbari

10 Phoenix sylvestris (L.) Roxb. Arecaceae Eethachettu 11 Tecoma stans (L.) Juss. ex Kunth Bignoniaceae Pasupu ganneru 12 Dolichandrone atrovirens (Roth)

K.Schum. Bignoniaceae

13 Carica papaya L. Caricaceae Bopaya chettu 14 Terminalia catappa L. Combretaceae Badham 15 Alangium salviifolium (L.f.) Wangerin Cornaceae Vuduga chettu 16 Tectona grandis L.f. Lamiaceae Teak 17 Acacia leucophloea (Roxb.) Leguminosae Tella thumma 18 Acacia nilotica (L.) Delile Leguminosae Nalla thumma 19 Albizia amara (Roxb.) B.Boivin Leguminosae Konda sigara 20 Albizia lebbeck (L.) Benth. Leguminosae 21 Bauhinia purpurea L. Leguminosae Bodhanta 22 Butea monosperma (Lam.) Taub. Leguminosae Modhuga 23 Cassia fistula L. Leguminosae Rela 24 Cassia roxburghii DC. Leguminosae Seema rela 25 Cassia siamea Lam. Leguminosae Seema thangedu 26 Dalbergia sissoo DC. Leguminosae Sisu 27 Delonix regia (Hook.) Raf. Leguminosae Chittikesaram 28 Dichrostachys cinerea (L.) Wight & Arn Leguminosae Sarathumma

29 Leucaena leucocephala (Lam.) de Wit Leguminosae Jabarichettu 30 Peltophorum pterocarpum (DC.)

K.Heyne Leguminosae Kondachintha

31 Pithecellobium dulce (Roxb.) Benth. Leguminosae Sima chinta 32 Pongamia pinnata (L.) Pierre Leguminosae Adivi ganuga 33 Prosopis chilensis (Molina) Stuntz Leguminosae Mulla thumma

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34 Tamarindus indica L. Leguminosae Chintha 35 Lawsonia inermis L. Lythraceae Gorinta 36 Punica granatum L. Lythraceae Danimma 37 Ceiba pentandra (L.) Gaertn Malvaceae Tella buruga 38 Azadirachta indica A.Juss. Meliaceae Vepa 39 Ficus benghalensis L. Moraceae Marri 40 Ficus religiosa L. Moraceae Ravi 41 Moringa oleifera Lam. Moringaceae Mulagachettu 42 Eucalyptus globulus Labill. Myrtaceae Neelagiri thylam 43 Syzygium cumini (L.) Skeels Myrtaceae Neredu 44 Ziziphus mauritiana Lam. Rhamnaceae Reni 45 Morinda tinctoria Roxb. Rubiaceae Maddichettu 46 Murraya paniculata (L.) Jack Rutaceae Golimi 47 Samanea saman (Jacq.) Merr. Sapindaceae Nidraganeeru 48 Sapindus emarginatus Vahl Sapindaceae Kunkudu 49 Manilkara zapota (L.) P.Royen Sapotaceae Sapota chettu 50 Ailanthus excelsa Roxb Simaroubaceae Pedda manu 51 Terminalia catappa L. Combretaceae Badham

Shrubs 52 Calotropis gigantea (L.) Dryand. Apocynaceae Tella jilledu 53 Agave americana L. Asparagaceae Gitta nara 54 Opuntia elatior Mill. Cactaceae Naga mullu 55 Capparis zeylanica L. Capparaceae 56 Cadaba fruticosa (L.) Druce. Capparaceae 57 Xanthium strumariumium L. Compositae Marula-Mathangi 58 Euphorbia caducifolia Haines Euphorbiaceae 59 Jatropha glandulifera Roxb. Euphorbiaceae Yerranepalamu 60 Hyptis suaveolens (L.) Poit. Lamiaceae Danthitulasi 61 Leonotis nepetifolia (L.) R.Br. Lamiaceae Rana bheri 62 Vitex negundo L. Lamiaceae Nalla vavili 63 Caesalpinia bonduc (L.) Roxb. Leguminosae Gacha podha 64 Caesalpinia pulcherrima (L.) Sw. Leguminosae Rathna gandhi 65 Senna auriculata (L.) Roxb. Leguminosae Tangedu 66 Senna occidentalis (L.) Link Leguminosae Kasintha 67 Abutilon indicum (L.) Sweet Malvaceae Thutturubenda 68 Psidium guajava L. Myrtaceae Jama 69 Plumbago zeylanica L. Plumbaginaceae Agni maata 70 Ziziphus oenopolia (L.) Mill. Rhamnaceae Parimi 71 Dodonaea viscosa Jacq. Sapindaceae

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133

72 Solanum pubescens.Willd. Solanaceae Uchintha 73 Lantana camara L. Verbenaceae

Herbs 74 Andrographis echioides (L.f.) Nees Acanthaceae 75 Blepharis maderaspatensis (L.)

B.Heyne ex Roth Acanthaceae

76 Ecbolium hirsutum (Nees) Kuntze Acanthaceae 77 Justicia betonica L. Acanthaceae Tellarantu 78 Justicia procumbens L. Acanthaceae 79 Lepidagathis cristata Willd. Acanthaceae 80 Andrographis paniculata (Burm.f.) Nees Acanthaceae 81 Barleria longifolia L. Acanthaceae Pinna gorinta 82 Ecbolium viride (Forssk.) Alston Acanthaceae Nakka thoka 83 Ruellia tuberosa L. Acanthaceae Jurbula gadda 84 Achyranthes aspera L. Amaranthaceae Uttareni 85 Aerva lanata (L.) Juss. Amaranthaceae Thelaga pindi 86 Allmania nodiflora (L.) R.Br. ex Wight Amaranthaceae 87 Alternanthera sessilis (L.) R.Br. ex DC. Amaranthaceae Ponagantiaku 88 Amaranthus viridis L. Amaranthaceae Chilaka thotakoora 89 Celosia argentea L. Amaranthaceae Gunugu 90 Digera muricata (L.) Mart. Amaranthaceae 91 Gomphrena serrata L. Amaranthaceae Tella bendumalli 92 Catharanthus pusillus (Murray) G.Don Apocynaceae 93 Catharanthus roseus (L.) G.Don Apocynaceae Billaganneru 94 Aloe vera (L.) Burm.f. Asparagaceae 95 Heliotropium indicum L. Boraginaceae Naga danti 96 Cleome aspera J.Konig ex DC. Cleomaceae Mulla vomintha 97 Cleome felina L.f Cleomaceae 98 Cleome viscosa L. Cleomaceae Kukka vomintha 99 Commelina longifolia Lam. Commelinaceae

100 Blumea mollis(D.Don) Merr. Compositae Kukkapogaku 101 Eclipta prostrata (L.) L. Compositae Gunta galagara 102 Parthenium hysterophorus L. Compositae Vayyari bhama 103 Pulicaria wightiana C.B.Clarke Compositae 104 Tridax procumbens (L.) L. Compositae Gaddichamanthi 105 Ageratum houstonianum Mill. Compositae 106 Evolvulus alsinoides (L.) L Convolvulaceae Vishnu kranta 107 Cyperus rotundus L. Cyperaceae 108 Acalypha indica L. Euphorbiaceae Muripinda 109 Euphorbia hirta L. Euphorbiaceae Nanubalu

ANNEXURE - XXVI

134

110 Euphorbia neriifolia L. Euphorbiaceae Jamudu 111 Croton bonplandianus Baill. Euphorbiaceae Vana mokka 112 Anisomeles malabarica (L.) R.Br. ex

Sims Lamiaceae

113 Leucas aspera (Willd.) Link Lamiaceae 114 Ocimum basilicum L. Lamiaceae Sabja 115 Aeschynomene aspera L. Leguminosae Neeti jeeluga 116 Crotalaria hirsuta Willd. Leguminosae 117 Desmodium triflorum (L.) DC. Leguminosae Munta mandu 118 Senna tora (L.) Roxb. Leguminosae Pedda kasintha 119 Tephrosia purpurea (L.) Pers. Leguminosae Vempali 120 Vigna trilobata (L.) Verdc. Leguminosae Pilli-Pesalu 121 Corchorus trilocularis L. Malvaceae 122 Sida acuta Burm.f. Malvaceae Meda birusaku 123 Sida cordifolia L. Malvaceae Chiru benda 124 Triumfetta rhomboidea N.Jacq. Malvaceae Chirusitrika 125 Waltheria indica L. Malvaceae Nalla Benda 126 Pavonia zeylanica Cav. Malvaceae Karu benda 127 Glinus oppositifolius (L.) DC. Molluginaceae 128 Boerhavia diffusa L. Nyctaginaceae Atikimamidi 129 Argemone mexicana L. Papaveraceae Brahmadandi 130 Sesamum alatum Thonn. Pedaliaceae Rekka nuvvulu 131 Phyllanthus reticulatus Poir. Phyllanthaceae Pulasari 132 Bacopa monnieri (L.) Wettst. Plantaginaceae 133 Scoparia dulcis L. Plantaginaceae Potti boli 134 Paspalidium flavidum(Retz) Camus. Poaceae 135 Polygala erioptera DC. Polygalaceae 136 Polygonum glabrum Willd Polygonaceae Buradha gogu 137 Borreria hispida Spruce ex K.Schum. Rubiaceae 138 Oldenlandia umbellata L. Rubiaceae Chiru veru

Climbers 139 Hemidesmus indicus (L.) R. Br. ex

Schult Apocynaceae

140 Oxystelma esculentum (L. f.) Sm. Apocynaceae Palakikura 141 Pergularia daemia (Forssk.) Chiov. Apocynaceae Dustapu-Teega 142 Tylophora indica (Burm. f.) Merr. Apocynaceae Meka mayaniaku 143 Aristolochia bracteolata Lam. Aristolochiaceae Gadida-Gadapaku 144 Asparagus racemosus Willd. Asparagaceae Pilli Gaddalu 145 Capparis divaricata Lam. Capparaceae 146 Ipomoea hederifolia L. Convolvulaceae

ANNEXURE - XXVI

135

147 Cuscuta reflexa Roxb. Convolvulaceae 148 Ipomoea nil (L.) Roth. Convolvulaceae 149 Abrus precatorius L. Leguminosae Gurivinda 150 Clitoria ternatea L. Leguminosae Sanku-Pushpamu 151 Cocculus hirsutus (L.) W.Theob. Menispermaceae 152 Passiflora foetida L. Passifloraceae Tella Jumiki 153 Cardiospermum halicacabum L. Sapindaceae Budda kakara 154 Cissus quadrangularis L. Vitaceae Nalleru

Hydrophytes 155 Aponogeton natans (L.) Engl. &

K.Krause Aponogetonaceae

156 Lemna minor Hegelm. Araceae 157 Nymphaea nouchali Burm. f. Nymphaeaceae Kaluva Puvvu 158 Eichornia crassipes Solms Pontederiaceae 159 Marsilea quadrifolia L. Marsileaceae

ANNEXURE - XXVI

136

Check list of Mammals recorded in the Core zone

Mammals

S No

Rodentia: Muridae Status IWPA

1 House rat Mus muscuius Lc Nl

ANNEXURE - XXVII

137

Check list of Avifaunains recorded in the Core zone

S No

Order/Family/Common name Species name Status IWPA

Cisticolidae 1 Plain prinia Prinia inornata Lc Schedule-IV

Nectariniidae 2 Purple sun bird Nectarinia asiatica Lc Schedule-IV

Passeridae

3 House sparrow Passer domesticus Lc Schedule-IV

Pycnonotidae

4 Red vented bulbul Pycnonotus cafer Lc Schedule-IV

Timaliidae 5 Common Babbler Turdoides caudatus Lc Schedule-IV

Cuculiformes:Cuculidae 6 Asian Koel Eudynamys scolopacea Lc Schedule-IV

Muscicapidae 7 Tickell's blue flycatcher Cyornis tickelliae Lc Schedule-IV

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138

Check list of Herpeto fauna recorded in the Core zone

SI No

Order/Family/Common name Species name Status IWPA

Squamata: Agamidae 9 Common garden lizard Calotes versicolar Lc Nl

10 Common House Gecko Hemidactylus frenatus Lc NL Ranidae

11 Indian bull frog Hoplobatrachus tigerinus

Lc Nl

12 Tree Frog Hyla arboria Lc Nl

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139

Check list of Invertibrates recorded in the Core zone

SI No

Order/Family/Common name Species name

Nymphalidae

13 Danaid egg fly Hypolimnas misippus 14 Tawny Coster Acraea violae

Pieridae 15 Mottled emigrant Catopsilia pyranthe

Papilionidae 16 Common Mormon Papilio polytes

Gomphidae 17 Damsel fly Ictinogomphus rapax

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140

Check list of Mammals recorded in the Buffer zone

S.No. Common name Scientific name Schedule

1 Lesser Bandicoot Bandicota bengalensis IV 2 Greater Bandicoot Bandicota indica IV (Part ii) 3 Three striped

squirrel Funambulus palmarum IV

4 Squirrel Funambulus ponnanti IV 5 Indian hare Lupus nigricollis IV (Part ii) 6 Rhesus Monkey Macaca mulatto IV 7 Indian field rat Mus booduga IV (Part ii) 8 House rat Mus muscuius IV (Part ii) 9 Indian flying fox Pteropus giganteus IV (Part ii)

10 Common Mongoose

Varanus indicus IV

ANNEXURE - XXXI

141

Check list of Birds recorded in the Buffer zone

S No

Order/Family/Common name Species name Status

Ardeidae 1 Cattle Egret Bubulcus ibis Lc 2 Grey Heron Ardea cinerea Lc 3 Indian Pond Heron Ardeola greyii Lc 4 Purple Heron Ardea purpurea Lc

Pelecaniforms:Phalacrocoracidae 5 Little cormorant Microcarbo niger Lc

Falconiformes:Accipitridae 6 Black Kite Milvus migrans Lc

Corvidae 7 Shikra Accipiter badius Lc

Rallidae 8 Common coot Pulica atra Lc 9 Common Moorhen Gallinula chloropus Lc

Columbiformes:Columbidae 10 Oriental Turtle Dove Streptopelia orientalis Lc 11 Rock pigeon Columba livia Lc 12 Spotted Dove Streptopelia chinensis Lc

Psittaciformes:Psittacidae 13 Rose ringed Parakeet Psittacula krameri Lc

Cuculiformes:Cuculidae 14 Asian Koel Eudynamys scolopacea Lc

Strigiformes:Strigidae 15 Spotted Owlet Athene brama Lc

Upupiformes:Upupidae 16 Common hoopoe Upupa epops Lc

Apodiformes:Apodidae 17 Asian Palm Swift Cypsiurus unicolar Lc 18 House Swift Apus affinis Lc

Coraciformes:Meropidae 19 Small Green Bee-eater Merops orientalis Lc

Coraciidae 20 Indian Roller Coracias benghalensis Lc

Passeriformes:Alaudidae 21 Ashy crowned Sparrow Lark Eremopterix grisea Lc

Dicruridae 22 Black Drongo Dicrurus macrocercus Lc

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142

Cisticolidae 23 Ashy prinia Prinia socialis Lc

Laniidae 24 Bay-backed Shrike Lanius vittatus Lc

Sturnidae 25 Brahymini starling Sturnus pagodarum Lc

26 Common Myna Acridotheres tristis Lc 27 Asian pied starling Gracupica contra Lc

Timaliidae 28 Common Babbler Turdoides caudatus Lc

Aegithinidae 29 Common Iora Aegithina tiphia Lc

Cisticolidae 30 Plain prinia Prinia inornata Lc 31 Common tailor bird Orthotomus sutorius Lc

Oriolidae 32 Eurasian Golden Oriole Oriolus oriolus Lc

Paraidae 33 Great Tit Parus major Lc

Corvidae 34 House crow Corvus splendens Lc 35 Rufous Treepie Dendrocitta vagabunda Lc

Passeridae 36 House Sparrow Passer domesticus Lc

Estrildidae 37 Scaly-breasted Munia Lonchura punctulata Lc 38 Indian Silverbill Lonchura malabarica Lc

Nectariniidae 39 Purple rumped Sun bird Nectarinia zeylonica Lc

Motacillidae 40 Paddy field Pipit Anthus rufulus Lc 41 Pied wagtail Motacilla

madarasapatanensis Lc

Pycnonotidae 42 Red vented bulbul Pycnonotus cafer Lc

Dicaeidae 43 Tickell’s Flower pecker Dicaeum erythrorhynchos Lc

Pelecaniforms:Phalacrocoracidae 44 Black ibis Pseudibis papillosa Lc

Phalacrocoracidae 45 Little cormorant Microcarbo niger Lc

ANNEXURE - XXXII

143

Ciconiidae 46 Asian openbill Anastomus oscitans Lc

Alcedinidae 47 Pied kingfisher Ceryle rudis Lc

Muscicapidae 48 Tickell's blue flycatcher Cyornis tickelliae Lc

ANNEXURE - XXXII

144

Check list of Herpeto fauna recorded in the Buffer zone

S.No. Common name Scientific name Schedule

1 Garden lizard Calotes versicolor IV 2 Small wall lizard Hemidactylus flaviviridis IV 3 Common House

Geko Hemidactylus frenatus IV

4 Cobra Naja naja IV 5 Rat snake Ptyas mucosus. IV 6 Russell’s viper Vipera russseli Schedule IV

7 South Indian Toad Bufo melonosticatus Not listed 8 Tree Frog Hyla arboria Not listed 9 Pond frog Rana hexadactyla. Not listed

10 Tiger Frog Rana tigrina Not listed

ANNEXURE - XXXIII

145

Check list of Invertebrates recorded in the Buffer zone

S No

Order/Family/ Common name

Species name

Araneae:Lycosidae 1 Common Funnel Web Spider Hippasa agelenoides

Vespidae 2 Paper wasp Ropalidia marginata

Apidae 3 Carpenter bee 4 Honey Bee Apis millifera

Lepidoptera:Lycaenidae 5 Blue grass Zizina labradus 6 Dark grass blue Zizeeria karsandra 7 Grass Jewel Freyeria trochylus 8 Lime Blue Chilades laius

Nymphalidae 9 Blue Pancy Junonia orithya

10 Blue tiger Tirumala hamata 11 Common castor Ariadne merione 12 Danaid egg fly Hypolimnas misippus 13 Lemon Pancy Junonia lemonias 14 Peacock Pansy Precis almana almanac 15 Plain Tiger Danaus chrysippus

chrysippus 16 Yellow Pansy Precis hierta hierta 17 Tawny Coster Acraea violae

Pieridae 18 Plain Orange Tip Colotis eucharis 19 Mottled emigrant Catopsilia pyranthe 20 Yellow Orange Tip Ixias pyrene sesia

Papilionidae 21 Common Mormon Papilio polytes

Hesperiidae 22 Indian skipper Pelopidas sp

Libellulidae 23 Dragon fly Urothemis signata signata

ANNEXURE - XXXIV

146

Check list of Fishes recorded in the Buffer zone

S.No. Common name Latin name

1 Catla Catla catla 2 Rohu Labeo rohita 3 Murrel Channa striatus 4 Wallago Wallago attu

ANNEXURE - XXXV

147

Demography Structure in Study Area Population Breakup & Households in the Study Area (2011 Census)

Sl.No. Name of Village TRU No. HH TOT_P TOT_M TOT_F P_06 M_06 F_06 P_SC M_SC F_SC 0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta Rural 701 3542 1763 1779 415 207 208 734 360 374 2 Kambalpalle Rural 263 1095 553 542 141 70 71 312 150 162 Sub-Total 964 4637 2316 2321 556 277 279 1046 510 536 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle Rural 365 1601 812 789 204 106 98 483 237 246 4 Regenthal Rural 243 989 486 503 96 48 48 408 193 215 5 Siddapur (OG) Urban 202 860 428 432 100 48 52 0 0 0 6 Nandikandi (OG) Urban 935 4097 1986 2111 474 226 248 898 439 459 7 Sadasivpet (M) Urban 9315 42963 21933 21030 5369 2798 2571 3405 1734 1671 Sub-Total 11060 50510 25645 24865 6243 3226 3017 5194 2603 2591 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar Rural 791 3442 1721 1721 381 187 194 898 458 440 Sub-Total 791 3442 1721 1721 381 187 194 898 458 440 2-5kms Mominpet – Mandal Vikarabad District 9 Mekavanampalle Rural 476 2059 998 1061 237 119 118 631 302 329 10 Rallagudpalle Rural 267 1125 578 547 174 96 78 37 17 20 Sub-Total 743 3184 1576 1608 411 215 196 668 319 349 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur Rural 258 1300 659 641 161 86 75 441 225 216 12 Enkepalle Rural 209 959 498 461 139 72 67 283 148 135 13 Ishratabad Rural 179 829 411 418 142 62 80 126 59 67 14 Venkatapur Rural 504 2346 1167 1179 286 140 146 440 214 226 15 Ankanpalle Rural 246 1181 622 559 99 49 50 336 176 160 16 Konapur Rural 392 1987 1005 982 214 109 105 463 219 244 17 Arur Rural 457 2018 1018 1000 243 124 119 226 112 114 18 Milgirpet Rural 208 932 471 461 93 52 41 212 112 100 19 Suraram Rural 293 1251 636 615 172 97 75 164 83 81 20 Nagulpalle Rural 365 1601 812 789 204 106 98 483 237 246 21 Veltur Rural 565 2630 1282 1348 290 145 145 748 370 378 22 Mubarakpur Rural 383 1746 872 874 238 121 117 741 376 365 Sub-Total 4059 18780 9453 9327 2281 1163 1118 4663 2331 2332 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi Rural 239 935 463 472 100 52 48 89 42 47 24 Aliabad Rural 144 632 300 332 85 40 45 186 94 92 25 Kondapur Rural 954 4251 2177 2074 564 266 298 881 441 440 26 Marepalle Rural 613 2678 1346 1332 284 142 142 830 396 434 27 Machepalle Rural 252 1144 583 561 212 126 86 0 0 0 28 Gangaram Rural 479 2053 1045 1008 241 115 126 588 302 286 Sub-Total 2681 11693 5914 5779 1486 741 745 2574 1275 1299 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd Rural 308 1292 656 636 130 62 68 306 159 147 30 Amradi Kalan Rural 321 1433 704 729 145 76 69 635 306 329 31 Tekulapalle Rural 827 3570 1854 1716 408 220 188 420 217 203 32 Kaslabad Rural 169 732 361 371 85 45 40 359 178 181 33 Burugupalle Rural 225 1047 535 512 114 59 55 555 283 272 34 Mominpet Rural 1759 8229 4131 4098 942 488 454 2161 1067 1094 35 Yenkathala Rural 948 4146 2064 2082 462 231 231 1062 524 538 Sub-Total 4557 20449 10305 10144 2286 1181 1105 5498 2734 2764 Grand Total 24855 112695 56930 55765 13644 6990 6654 20541 10230 10311


ANNEXURE - XXXVI

148

Population Breakup & Literacy Levels in the Study Area (2011 Census) Contd… Sl.No. Name of Village TRU No_HH P_ST M_ST F_ST P_LIT M_LIT F_LIT P_ILL M_ILL F_ILL 0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta Rural 701 447 225 222 2004 1129 875 1538 634 904 2 Kambalpalle Rural 263 0 0 0 526 305 221 569 248 321 Sub-Total 964 447 225 222 2530 1434 1096 2107 882 1225 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle Rural 365 188 97 91 901 531 370 700 281 419 4 Regenthal Rural 243 0 0 0 577 329 248 412 157 255 5 Siddapur (OG) Urban 202 0 0 0 499 293 206 361 135 226 6 Nandikandi (OG) Urban 935 73 39 34 2422 1369 1053 1675 617 1058 7 Sadasivpet (M) Urban 9315 309 174 135 29225 16291 12934 13738 5642 8096 Sub-Total 11060 570 310 260 33624 18813 14811 16886 6832 10054 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar Rural 791 147 72 75 1839 1109 730 1603 612 991 Sub-Total 791 147 72 75 1839 1109 730 1603 612 991 2-5kms Mominpet –Mandal Vikarabad District 9 Mekavanampalle Rural 476 167 81 86 1069 594 475 990 404 586 10 Rallagudpalle Rural 267 797 411 386 531 334 197 594 244 350 Sub-Total 743 964 492 472 1600 928 672 1584 648 936 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur Rural 258 0 0 0 768 441 327 532 218 314 12 Enkepalle Rural 209 0 0 0 481 285 196 478 213 265 13 Ishratabad Rural 179 0 0 0 377 216 161 452 195 257 14 Venkatapur Rural 504 6 3 3 1137 673 464 1209 494 715 15 Ankanpalle Rural 246 22 13 9 678 421 257 503 201 302 16 Konapur Rural 392 2 1 1 1155 705 450 832 300 532 17 Arur Rural 457 4 2 2 1065 648 417 953 370 583 18 Milgirpet Rural 208 6 3 3 503 303 200 429 168 261 19 Suraram Rural 293 55 31 24 759 425 334 492 211 281 20 Nagulpalle Rural 365 188 97 91 901 531 370 700 281 419 21 Veltur Rural 565 0 0 0 1345 769 576 1285 513 772 22 Mubarakpur Rural 383 0 0 0 983 606 377 763 266 497 Sub-Total 4059 283 150 133 10152 6023 4129 8628 3430 5198 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi Rural 239 84 38 46 475 266 209 460 197 263 24 Aliabad Rural 144 0 0 0 361 195 166 271 105 166 25 Kondapur Rural 954 701 361 340 2119 1291 828 2132 886 1246 26 Marepalle Rural 613 109 57 52 1433 871 562 1245 475 770 27 Machepalle Rural 252 1129 577 552 402 250 152 742 333 409 28 Gangaram Rural 479 331 174 157 1051 653 398 1002 392 610 Sub-Total 2681 2354 1207 1147 5841 3526 2315 5852 2388 3464 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd Rural 308 0 0 0 727 427 300 565 229 336 30 Amradi Kalan Rural 321 0 0 0 782 436 346 651 268 383 31 Tekulapalle Rural 827 729 389 340 1921 1184 737 1649 670 979 32 Kaslabad Rural 169 155 76 79 344 199 145 388 162 226 33 Burugupalle Rural 225 0 0 0 503 294 209 544 241 303 34 Mominpet Rural 1759 33 25 8 4879 2780 2099 3350 1351 1999 35 Yenkathala Rural 948 7 4 3 2289 1361 928 1857 703 1154 Sub-Total 4557 924 494 430 11445 6681 4764 9004 3624 5380 Grand Total 24855 5689 2950 2739 67031 38514 28517 45664 18416 27248


ANNEXURE - XXXVI

149

Population Data based on 2011 Census

No_ HH : No. of Households TOT_P : Total Population TOT_M : Total Males TOT_F : Total Females

P_06 : Total below 6 years M_06 : Male below 6 years F_06 : Female below 6 years

P_SC: Total Scheduled Caste

M_SC : Male Scheduled Caste

F_SC : Female Scheduled Caste

P_ST : Total Scheduled Tribes

M_ST : Male Scheduled Tribes

F_ST : Female Scheduled Tribes P_LIT : Total Literates M_LIT : Male Literates F_LIT : Female

Literates

P_ILL: Total Literates M_ILL : Male Literates F_ILL : Female Literates

ANNEXURE - XXXVI

150

Households, Population and Workers in the Study Area (2011 Census)

Sl.No. Name of Village TRU No. HH TOT_P TOT_M TOT_F TOT_W

ORK_P TOT_W ORK_M

TOT_W ORK_F

MAIN WOR K_P

MAIN WOR K_M

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta Rural 701 3542 1763 1779 1613 977 636 1326 884 2 Kambalpalle Rural 263 1095 553 542 573 314 259 368 245 Sub-Total 964 4637 2316 2321 2186 1291 895 1694 1129 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle Rural 365 1601 812 789 926 473 453 874 461 4 Regenthal Rural 243 989 486 503 543 289 254 396 248 5 Siddapur (OG) Urban 202 860 428 432 320 241 79 169 156 6 Nandikandi (OG) Urban 935 4097 1986 2111 1862 1117 745 1622 991 7 Sadasivpet (M) Urban 9315 42963 21933 21030 14403 11202 3201 11772 9530 Sub-Total 11060 50510 25645 24865 18054 13322 4732 14833 11386 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar Rural 791 3442 1721 1721 1821 1045 776 1328 848 Sub-Total 791 3442 1721 1721 1821 1045 776 1328 848 2-5kms Mominpet –Mandal Vikarabad District 9 Mekavanampalle Rural 476 2059 998 1061 1022 569 453 1010 566 10 Rallagudpalle Rural 267 1125 578 547 586 285 301 512 249 Sub-Total 743 3184 1576 1608 1608 854 754 1522 815 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur Rural 258 1300 659 641 560 357 203 89 80 12 Enkepalle Rural 209 959 498 461 576 306 270 567 300 13 Ishratabad Rural 179 829 411 418 484 259 225 441 238 14 Venkatapur Rural 504 2346 1167 1179 1183 660 523 904 595 15 Ankanpalle Rural 246 1181 622 559 712 386 326 507 330 16 Konapur Rural 392 1987 1005 982 926 565 361 723 497 17 Arur Rural 457 2018 1018 1000 1013 595 418 931 549 18 Milgirpet Rural 208 932 471 461 539 279 260 529 277 19 Suraram Rural 293 1251 636 615 865 448 417 617 331 20 Nagulpalle Rural 365 1601 812 789 926 473 453 874 461 21 Veltur Rural 565 2630 1282 1348 1329 737 592 1301 724 22 Mubarakpur Rural 383 1746 872 874 982 526 456 780 435 Sub-Total 4059 18780 9453 9327 10095 5591 4504 8263 4817 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi Rural 239 935 463 472 553 299 254 292 171 24 Aliabad Rural 144 632 300 332 278 178 100 256 169 25 Kondapur Rural 954 4251 2177 2074 2074 1301 773 1875 1215 26 Marepalle Rural 613 2678 1346 1332 1485 777 708 396 227 27 Machepalle Rural 252 1144 583 561 598 286 312 305 188 28 Gangaram Rural 479 2053 1045 1008 1079 584 495 974 540 Sub-Total 2681 11693 5914 5779 6067 3425 2642 4098 2510 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd Rural 308 1292 656 636 720 380 340 696 366 30 Amradi Kalan Rural 321 1433 704 729 785 401 384 783 399 31 Tekulapalle Rural 827 3570 1854 1716 2109 1126 983 1276 812 32 Kaslabad Rural 169 732 361 371 412 206 206 112 72 33 Burugupalle Rural 225 1047 535 512 606 315 291 519 276 34 Mominpet Rural 1759 8229 4131 4098 3464 2204 1260 2978 1989 35 Yenkathala Rural 948 4146 2064 2082 2289 1233 1056 2022 1155 Sub-Total 4557 20449 10305 10144 10385 5865 4520 8386 5069 Grand Total 24855 112695 56930 55765 50216 31393 18823 40124 26574


ANNEXURE - XXXVII

151

Main, Marginal and Non-Working population in the Study Area (2011 Census)

Sl.No. Name of Village TRU No_HH TOT_P MAIN

WOR K_F

MARG WOR K_P

MAR WOR K_M

MARG WOR K_F

NON_ WOR K_P

NON_ WOR K_M

NON_ WOR K_F

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta Rural 701 3542 442 287 93 194 1929 786 1143 2 Kambalpalle Rural 263 1095 123 205 69 136 522 239 283 Sub-Total 964 4637 565 492 162 330 2451 1025 1426 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle Rural 365 1601 413 52 12 40 675 339 336 4 Regenthal Rural 243 989 148 147 41 106 446 197 249 5 Siddapur (OG) Urban 202 860 13 151 85 66 540 187 353 6 Nandikandi (OG) Urban 935 4097 631 240 126 114 2235 869 1366 7 Sadasivpet (M) Urban 9315 42963 2242 2631 1672 959 28560 10731 17829 Sub-Total 11060 50510 3447 3221 1936 1285 32456 12323 20133 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar Rural 791 3442 480 493 197 296 1621 676 945 Sub-Total 791 3442 480 493 197 296 1621 676 945 2-5kms Mominpet –Mandal Vikarabad District 9 Mekavanampalle Rural 476 2059 444 12 3 9 1037 429 608 10 Rallagudpalle Rural 267 1125 263 74 36 38 539 293 246 Sub-Total 743 3184 707 86 39 47 1576 722 854 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur Rural 258 1300 9 471 277 194 740 302 438 12 Enkepalle Rural 209 959 267 9 6 3 383 192 191 13 Ishratabad Rural 179 829 203 43 21 22 345 152 193 14 Venkatapur Rural 504 2346 309 279 65 214 1163 507 656 15 Ankanpalle Rural 246 1181 177 205 56 149 469 236 233 16 Konapur Rural 392 1987 226 203 68 135 1061 440 621 17 Arur Rural 457 2018 382 82 46 36 1005 423 582 18 Milgirpet Rural 208 932 252 10 2 8 393 192 201 19 Suraram Rural 293 1251 286 248 117 131 386 188 198 20 Nagulpalle Rural 365 1601 413 52 12 40 675 339 336 21 Veltur Rural 565 2630 577 28 13 15 1301 545 756 22 Mubarakpur Rural 383 1746 345 202 91 111 764 346 418 Sub-Total 4059 18780 3446 1832 774 1058 8685 3862 4823 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi Rural 239 935 121 261 128 133 382 164 218 24 Aliabad Rural 144 632 87 22 9 13 354 122 232 25 Kondapur Rural 954 4251 660 199 86 113 2177 876 1301 26 Marepalle Rural 613 2678 169 1089 550 539 1193 569 624 27 Machepalle Rural 252 1144 117 293 98 195 546 297 249 28 Gangaram Rural 479 2053 434 105 44 61 974 461 513 Sub-Total 2681 11693 1588 1969 915 1054 5626 2489 3137 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd Rural 308 1292 330 24 14 10 572 276 296 30 Amradi Kalan Rural 321 1433 384 2 2 0 648 303 345 31 Tekulapalle Rural 827 3570 464 833 314 519 1461 728 733 32 Kaslabad Rural 169 732 40 300 134 166 320 155 165 33 Burugupalle Rural 225 1047 243 87 39 48 441 220 221 34 Mominpet Rural 1759 8229 989 486 215 271 4765 1927 2838 35 Yenkathala Rural 948 4146 867 267 78 189 1857 831 1026 Sub-Total 4557 20449 3317 1999 796 1203 10064 4440 5624 Grand Total 24855 112695 13550 10092 4819 5273 62479 25537 36942


ANNEXURE - XXXVIII

152

Population Data based on 2011 Census No_HH : No. of Households TOT_P : Total Population TOT_M : Total Males Population TOT_F : Total Female population TOT_WORK_P : Total working population TOT_WORK_M : Total Working Males TOT_WORK_F : Total Working Females MAINWORK_P : Total Main Working population MAIN WORK_M : Main working Males MAIN WORK_F : Main working Females MARGWORK_P : Total Marginal working population MARGWORK_M : Marginal working males MARGWORK_F : Marginal working Females NON_WORK_P : Total Non-Working population NON_WORK_M : Non-working Males NON_WORK_F : Non-working Females

ANNEXURE - XXXVIII

153

Educational Facilities and CBOs in the Study Area

Sl.No Name of the Village PRE-PRI CH

PRI _SCH

M_ SCH

S_S CH

S_S _SCH

DEGRE_ COLG

POLY TECH COLG

VOC_ TRG

ADLT LIT_C ENT

DISAB L_SCH

OTH_SCH

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta 0 1 1 1 0 0 0 0 0 0 0 2 Kambalpalle 0 1 1 0 0 0 0 0 0 0 0 Sub-Total 0 2 2 1 0 0 0 0 0 0 0 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle 0 2 1 1 0 0 0 0 0 0 0 4 Regenthal 0 1 1 0 0 0 0 0 0 0 0 5 Siddapur (OG) 6 Nandikandi (OG) 7 Sadasivpet (M) Sub-Total 0 3 2 1 0 0 0 0 0 0 0 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar 0 3 2 2 0 0 0 0 0 0 0 Sub-Total 0 3 2 2 0 0 0 0 0 0 0 2-5kms Mominpet –MandalVikarabad District 9 Mekavanampalle 0 3 1 1 0 0 0 0 0 0 0 10 Rallagudpalle 0 6 1 0 0 0 0 0 0 0 0 Sub-Total 0 9 2 1 0 0 0 0 0 0 0 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur 0 1 1 0 0 0 0 0 0 0 0 12 Enkepalle 0 1 1 0 0 0 0 0 0 0 0 13 Ishratabad 0 1 0 0 0 0 0 0 0 0 0 14 Venkatapur 0 2 1 1 0 0 0 0 0 0 0 15 Ankanpalle 0 2 1 0 0 0 0 0 0 0 0 16 Konapur 0 1 1 1 0 0 0 0 0 0 0 17 Arur 0 2 2 0 0 0 0 0 0 0 0 18 Milgirpet 0 1 1 0 0 0 0 0 0 0 0 19 Suraram 0 1 1 0 0 0 0 0 0 0 0 20 Nagulpalle 0 2 1 1 0 0 0 0 0 0 0 21 Veltur 0 1 1 1 0 0 0 0 0 0 0 22 Mubarakpur 0 2 1 0 0 0 0 0 0 0 0 Sub-Total 0 17 12 4 0 0 0 0 0 0 0 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi 0 1 0 0 0 0 0 0 0 0 0 24 Aliabad 0 1 0 0 0 0 0 0 0 0 0 25 Kondapur 0 6 3 2 0 0 0 0 0 0 0 26 Marepalle 0 3 1 1 0 0 0 0 0 0 0 27 Machepalle 0 3 0 0 0 0 0 0 0 0 0 28 Gangaram 0 2 1 1 0 0 0 0 0 0 0 Sub-Total 0 16 5 4 0 0 0 0 0 0 0 5-10kms Mominpet - Mandal Vikarabad District 29 Amradi Khurd 0 1 1 0 0 0 0 0 0 0 0 30 Amradi Kalan 0 2 1 0 0 0 0 0 0 0 0 31 Tekulapalle 0 5 1 1 0 0 0 0 0 0 0 32 Kaslabad 0 2 1 0 0 0 0 0 0 0 0 33 Burugupalle 0 5 1 0 0 0 0 0 0 0 0 34 Mominpet 0 9 4 3 1 0 0 0 0 0 0 35 Yenkathala 0 3 2 1 0 0 0 0 0 0 0 Sub-Total 0 27 11 5 1 0 0 0 0 0 0 Grand Total 0 77 36 18 1 0 0 0 0 0 0 Source: District Primary Census Abstracts-2011, Sangareddy and Vikarabad Districts, TS.

ANNEXURE - XXXIX

154

PRE-PRI SCH Pre Primary School PRI _SCH Primary School M_SCH Middle School S_SCH Secondary School S_S_SCH Senior Secondary School DEGRE_COLG Degree College POLY_TECH_COLG Polytechnic Collage VOC_TRG Vocational Training Centre ADLT_LIT_CENT Adult Literacy Centre DISABL_SCH Disability School OTH_SCH Other School

ANNEXURE - XXXIX

155

Medical Facilities in the Study Area

Sl.No. Name of the Village

CHC

PHC

PH SC

MCW

TBC

ALL_

HOSP

AM_

HOSP

DISP

MH

CLN

FWC

N.GO

VT. MF

N.GOV T.MP

N.GOVT.S

N.GOVT.MFO

VET. HOS

P

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Kambalpalle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sub-Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 Regenthal 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Siddapur (OG) 6 Nandikandi (OG) 7 Sadasivpet (M) Sub-Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Sub-Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2-5kms Mominpet - VikarabadMandal Vikarabad District 9 Mekavanampalle 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 10 Rallagudpalle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sub-Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Enkepalle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 Ishratabad 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 Venkatapur 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 Ankanpalle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Konapur 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 17 Arur 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Milgirpet 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 Suraram 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Nagulpalle 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 21 Veltur 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 22 Mubarakpur 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Sub-Total 0 1 4 0 0 0 0 0 0 0 0 0 0 0 1 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 Aliabad 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 Kondapur 0 1 1 0 0 0 0 0 1 0 0 0 0 0 1 26 Marepalle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 Machepalle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Gangaram 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Sub-Total 0 1 2 0 0 0 0 0 1 0 0 0 0 0 1 5-10kms Mominpet - MandalVikarabadVikarabad District 29 Amradi Khurd 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 30 Amradi Kalan 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 31 Tekulapalle 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 32 Kaslabad 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Burugupalle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Mominpet 0 1 1 0 0 0 0 0 0 0 6 6 0 0 1 35 Yenkathala 0 0 1 0 0 0 0 0 0 0 2 2 0 0 1 Sub-Total 0 1 4 0 0 0 0 0 0 0 9 9 0 0 3 Grand Total 0 3 14 0 0 0 0 0 1 0 9 9 0 0 5 Source: District Primary Census Abstracts-2011, Sangareddy and Vikarabad Districts, TS.

ANNEXURE - XL

156

CHC Community Health Centre MH CLN Mobile Health Clinic PHC Primary Health Centre FWC Family Welfare Centre PHSC Primary Health Sub Centre N_ Govt. MF Non-Government Medical facilities

MCW Maternity And Child Welfare Centre N_Govt.MP Non-Government Medical facilities

Traditional Practitioner and Faith Healer

TBC TB Clinic N_Govt.MS Non-Government Medical facilities Medicine Shop

ALL_HOSP Hospital Allopathic N_Govt.MO Non-Government Medical facilities Others

AM_HOSP Hospital Alternative Medicine VET. HOSP Veterinary Hospital

DISP Dispensary

ANNEXURE - XL

157

Other Infrastructural Facilities in the Study Area (2011 Census)

Sl.No. Name of the Village TWT TW

UT CW UCW HP TW/ BW SP R/C T/P CD OD CTC RSM

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta 1 2 2 2 1 1 2 2 2 2 1 2 2 2 Kambalpalle 1 2 2 2 1 1 2 2 2 2 1 2 2 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle 1 2 2 2 1 1 2 2 2 2 1 2 2 4 Regenthal 1 2 2 2 1 1 2 2 2 2 1 2 2 5 Siddapur (OG) 6 Nandikandi (OG) 7 Sadasivpet (M) 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar 1 2 1 1 1 1 2 2 2 2 1 2 2 2-5kms Mominpet - VikarabadMandal Vikarabad District 9 Mekavanampalle 2 1 2 2 1 1 2 2 2 2 1 2 2 10 Rallagudpalle 2 1 2 2 1 1 2 2 2 2 1 2 2 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur 1 2 2 2 1 1 2 2 2 2 1 2 2 12 Enkepalle 1 2 2 2 1 1 2 2 2 2 1 2 2 13 Ishratabad 1 2 2 2 1 1 2 2 2 2 1 2 2 14 Venkatapur 1 2 2 2 1 1 2 2 2 2 1 2 2 15 Ankanpalle 1 2 2 2 1 1 2 2 2 2 1 2 2 16 Konapur 1 2 2 2 1 1 2 2 2 2 1 2 2 17 Arur 1 2 2 2 1 1 2 2 2 2 1 2 2 18 Milgirpet 1 2 2 2 1 1 2 2 2 2 1 2 2 19 Suraram 1 2 2 2 1 1 2 2 2 2 1 2 2 20 Nagulpalle 1 2 2 2 1 1 2 2 2 2 1 2 2 21 Veltur 1 2 2 2 1 1 2 2 2 2 1 2 2 22 Mubarakpur 1 2 2 2 1 1 2 2 2 2 1 2 2 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi 1 2 1 1 1 1 2 2 2 2 1 2 2 24 Aliabad 1 2 2 2 1 1 2 2 2 2 1 2 2 25 Kondapur 1 2 1 1 1 1 2 2 2 2 1 2 2 26 Marepalle 1 2 1 1 1 1 2 2 2 2 1 2 2 27 Machepalle 2 1 1 1 1 1 2 2 2 2 1 2 2 28 Gangaram 1 2 1 1 1 1 2 2 2 2 1 2 2 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd 2 1 2 2 1 1 2 2 2 2 1 2 2 30 Amradi Kalan 2 1 2 2 1 1 2 2 2 2 1 2 2 31 Tekulapalle 2 1 2 2 1 1 2 1 2 2 1 2 2 32 Kaslabad 2 1 2 2 1 1 2 2 2 2 1 2 2 33 Burugupalle 2 1 2 2 1 1 2 2 2 2 1 2 2 34 Mominpet 2 1 2 2 1 1 2 2 2 2 1 2 2 35 Yenkathala 2 1 2 2 1 1 2 2 2 2 1 2 2


ANNEXURE - XLI

158

Infrastructure Facilities Services Status : 1=Available; 2= Not Available TWT Tap Water-Treated (Status A(1)/NA(2)) TWUT Tap Water Untreated (Status A(1)/NA(2)) CW Covered Well (Status A(1)/NA(2)) UCW Uncovered Well (Status A(1)/NA(2)) HP Hand Pump (Status A(1)/NA(2)) TW/BW Tube Wells/Borehole (Status A(1)/NA(2)) SP Spring (Status A(1)/NA(2)) R/C River/Canal (Status A(1)/NA(2)) T/P Tank/Pond/Lake (Status A(1)/NA(2)) CD Closed Drainage (Status A(1)/NA(2)) OD Open Drainage (Status A(1)/NA(2)) CTC Community Toilet Complex (excluding Bath) for General Public (Status A(1)/NA(2))

RSM Rural Production Centres or Sanitary hardware outlet availability near the village (Status A(1)/NA(2

ANNEXURE - XLI

159

Other Infrastructural Facilities in the Study Area(2011 Census) Contd…

Sl.No.

Name of the Village

CWD

CBG

PO

SPO

PTO

TP

PCO

MPC

CSC

PBS

PVT.BS

RS

A/M A

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta 2 2 2 1 2 1 1 1 2 2 2 2 1 2 Kambalpalle 2 2 2 1 2 1 1 1 2 1 2 2 1 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle 2 2 2 1 2 1 1 1 2 1 2 2 1 4 Regenthal 2 2 2 2 2 1 1 1 2 1 2 2 1 5 Siddapur (OG) 6 Nandikandi (OG) 7 Sadasivpet (M) 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar 2 2 2 1 2 1 1 1 2 1 2 2 2 2-5kms Mominpet - VikarabadMandalVikarabad District 9 Mekavanampalle 2 2 2 1 2 1 1 1 2 1 2 2 1 10 Rallagudpalle 2 2 2 2 2 2 2 1 2 2 2 2 1 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur 2 2 2 2 2 1 1 1 2 2 2 2 2 12 Enkepalle 2 2 2 2 2 1 1 1 2 1 2 2 2 13 Ishratabad 2 2 2 2 2 1 1 1 2 2 2 2 2 14 Venkatapur 2 2 2 1 2 1 1 1 2 2 2 2 2 15 Ankanpalle 2 2 2 1 2 1 1 1 2 2 2 2 2 16 Konapur 2 2 2 1 2 1 1 1 2 2 2 2 2 17 Arur 2 2 2 1 2 1 1 1 2 1 1 2 1 18 Milgirpet 2 2 2 2 2 1 1 1 2 2 2 2 2 19 Suraram 2 2 1 2 2 1 1 1 2 1 2 2 1 20 Nagulpalle 2 2 2 1 2 1 1 1 2 1 2 2 1 21 Veltur 2 2 2 1 2 1 1 1 2 1 2 2 1 22 Mubarakpur 2 2 2 1 2 1 1 1 2 1 2 2 1 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi 2 2 2 2 2 1 1 1 2 1 2 2 1 24 Aliabad 2 2 2 2 2 2 2 1 2 2 2 2 2 25 Kondapur 2 2 1 1 2 1 1 1 2 1 2 2 1 26 Marepalle 2 2 2 1 2 1 1 1 2 1 2 2 2 27 Machepalle 2 2 2 2 2 1 2 1 2 2 2 2 1 28 Gangaram 2 2 2 2 2 1 1 1 2 1 2 2 1 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd 2 2 2 2 2 1 1 1 2 1 2 2 1 30 Amradi Kalan 2 2 2 1 2 2 2 1 2 1 2 2 1 31 Tekulapalle 2 2 1 2 2 2 1 1 2 1 2 1 1 32 Kaslabad 2 2 2 2 2 2 1 1 2 2 2 1 2 33 Burugupalle 2 2 2 1 2 1 2 1 2 1 1 2 1 34 Mominpet 2 2 2 1 2 1 1 1 1 1 2 2 1 35 Yenkathala 2 2 2 1 2 2 2 1 2 1 2 2 2


Infrastructure Facilities Services Status : 1=Available; 2= Not Available CWD Community waste disposal system after house to house collection (Status A(1)/NA(2)) CBG Community Bio-gas or recycle of waste for production use (Status A(1)/NA(2)) PO Post Office (Status A(1)/NA(2)) SPO Sub Post Office (Status A(1)/NA(2)) PTO Post And Telegraph Office (Status A(1)/NA(2)) TP Telephone (landlines) (Status A(1)/NA(2))

ANNEXURE - XLI

160

Infrastructure Facilities Services Status : 1=Available; 2= Not Available PCO Public Call Office /Mobile (PCO) (Status A(1)/NA(2)) MPC Mobile Phone Coverage (Status A(1)/NA(2)) CSC Internet Cafes / Common Service Centre (CSC) (Status A(1)/NA(2)) PBS Public Bus Service (Status A(1)/NA(2))

PVT.BS Private Bus Service (Status A(1)/NA(2))

RS Railway Station (Status A(1)/NA(2)) A/M A Auto/Modified Autos (Status A(1)/NA(2))

ANNEXURE - XLI

161

Other Infrastructural Facilities in the Study Area 2011 Census) Contd… Sl.No.

Name of the Village

Taxi

SRF

NH

SH

VAR

MDR

ODR

BTR

GR

WBM

FP

ATM

CB

Corp. B

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta 1 2 1 1 1 1 1 1 1 1 2 2 2 2 Kambalpalle 1 2 2 1 1 1 1 1 2 1 2 2 2 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle 1 2 2 2 a 2 1 1 1 2 1 2 2 2 4 Regenthal 1 2 2 2 b 2 1 1 1 2 1 2 2 2 5 Siddapur (OG) 6 Nandikandi (OG) 7 Sadasivpet (M) 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar 2 2 2 2 c 2 1 1 1 1 1 2 1 2 2-5kms Mominpet - VikarabadMandal Vikarabad District 9 Mekavanampalle 2 2 2 1 1 2 1 1 2 1 2 2 2 10 Rallagudpalle 2 2 2 2 b 2 2 1 1 2 1 2 2 2 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur 2 2 2 2 b 2 1 1 1 2 1 2 2 2 12 Enkepalle 2 2 2 2 a 2 1 1 1 2 1 2 2 2 13 Ishratabad 2 2 2 2 a 2 1 1 1 2 1 2 2 2 14 Venkatapur 2 2 2 2 a 2 1 1 1 2 1 2 2 2 15 Ankanpalle 2 2 2 2 b 2 1 1 1 2 1 2 2 2 16 Konapur 2 2 1 2 b 2 1 1 1 2 1 2 2 2 17 Arur 1 2 1 2 b 2 1 1 1 2 1 2 2 2 18 Milgirpet 2 2 2 2 b 2 1 1 1 2 1 2 2 2 19 Suraram 1 2 1 2 b 2 1 1 1 2 1 2 2 2 20 Nagulpalle 1 2 2 2 a 2 1 1 1 2 1 2 2 2 21 Veltur 1 2 2 2 b 2 1 1 1 2 1 2 2 2 22 Mubarakpur 1 2 2 2 b 2 1 1 1 2 1 2 2 2 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi 2 2 2 2 c 2 1 1 1 2 1 2 2 2 24 Aliabad 2 2 2 2 c 2 1 1 1 1 1 2 2 2 25 Kondapur 1 2 2 2 c 1 1 1 1 1 1 2 2 1 26 Marepalle 2 2 2 2 c 2 1 1 1 1 1 2 2 2 27 Machepalle 2 2 2 2 c 2 1 1 1 2 1 2 2 2 28 Gangaram 1 2 2 2 c 1 1 1 1 2 1 2 2 2 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd 2 2 2 2 b 2 2 1 1 2 1 2 2 2 30 Amradi Kalan 2 2 2 2 a 2 1 1 1 2 1 2 2 2 31 Tekulapalle 2 2 2 2 b 2 2 1 1 1 1 2 2 2 32 Kaslabad 2 2 2 2 b 1 2 1 1 2 1 2 2 2 33 Burugupalle 2 2 2 1 2 2 1 1 2 1 2 2 2 34 Mominpet 2 2 2 1 1 2 1 1 1 1 2 1 1 35 Yenkathala 2 2 2 2 c 2 2 1 1 1 1 2 2 2 Source: District Primary Census Abstracts-2011, Sangareddy and Vikarabad Districts, TS.

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162

Infrastructure Facilities Services Status : 1=Available; 2= Not Available Taxi Taxi (Status A(1)/NA(2)) SRF Sea/River/Ferry Service (Status A(1)/NA(2)) NH National Highway (Status A(1)/NA(2)) SH State Highway (Status A(1)/NA(2))

VAR Village Approach Road (If not available within the village, the distance range code of nearest place where facility is available is given viz; a for < 5 Kms, b for 5-10 Kms and c for 10+ kms).

MDR Major District Road (Status A(1)/NA(2)) ODR Other District Road (Status A(1)/NA(2)) BTR Black Topped (pucca) Road (Status A(1)/NA(2)) GR Gravel (kuchha) Roads (Status A(1)/NA(2)) WBM Water Bounded Macadam (Status A(1)/NA(2)) FP Foothpath (Status A(1)/NA(2)) ATM ATM (Status A(1)/NA(2)) CB Commercial Bank (Status A(1)/NA(2)) Corp. B Cooperative Bank (Status A(1)/NA(2))

ANNEXURE - XLI

163

Other Infrastructural Facilities in the Study Area 2011 Census) Contd…

Sl.No. Name of the Village

AC S

SH G

PD S

MR M

WH M

AM S

AW/ ICDS

AS HA

SC/ RC

CV H PL PR

R DN PS PS

0-2kms Sadasivpet - Mandal Sangareddy District 1 Maddikunta 2 1 1 2 2 2 1 1 2 2 2 2 1 1 2 Kambalpalle 2 1 1 2 2 2 1 1 2 2 2 2 1 1 2-5kms Sadasivpet - Mandal Sangareddy District 3 Thangadpalle 2 1 1 2 2 2 1 1 2 2 2 2 1 1 4 Regenthal 2 1 1 2 2 2 1 1 2 2 2 2 1 1 5 Siddapur (OG) 6 Nandikandi (OG) 7 Sadasivpet (M) 2-5kms Kondapur - Mandal Sangareddy District 8 Ananthasagar 2 1 1 2 2 2 1 1 2 2 2 2 1 1 2-5kms Mominpet - Mandal Vikarabad District 9 Mekavanampalle 1 1 1 2 2 2 1 1 2 2 2 2 1 1 10 Rallagudpalle 2 1 1 2 2 2 1 1 2 2 2 2 1 1 5-10kms Sadasivpet - Mandal Sangareddy District 11 Chandapur 2 1 1 2 2 2 1 1 2 2 2 2 1 1 12 Enkepalle 2 1 1 2 2 2 1 2 2 2 2 2 1 1 13 Ishratabad 2 1 1 2 2 2 1 2 2 2 2 2 1 1 14 Venkatapur 2 1 1 2 2 2 2 2 2 2 2 2 1 1 15 Ankanpalle 2 1 1 2 2 2 1 2 2 2 2 2 1 1 16 Konapur 2 1 1 2 2 2 1 1 2 2 2 2 1 1 17 Arur 2 1 1 2 2 2 1 1 2 2 2 2 1 1 18 Milgirpet 2 1 1 2 2 2 1 1 2 2 2 2 1 1 19 Suraram 2 1 1 2 2 2 1 2 2 2 2 2 1 1 20 Nagulpalle 2 1 1 2 2 2 1 1 2 2 2 2 1 1 21 Veltur 1 1 1 2 2 2 1 1 2 2 2 2 1 1 22 Mubarakpur 2 1 1 2 2 2 1 1 2 2 2 2 1 1 5-10kms Kondapur - Mandal Sangareddy District 23 Garakurthi 2 1 1 2 2 2 2 2 2 2 2 2 1 1 24 Aliabad 1 1 2 2 2 2 1 1 2 2 2 2 1 1 25 Kondapur 1 1 1 2 2 2 1 1 2 2 2 2 1 1 26 Marepalle 1 1 1 2 2 2 1 1 2 2 2 2 1 1 27 Machepalle 2 1 1 2 2 2 1 1 2 2 2 2 1 1 28 Gangaram 2 1 1 2 2 2 1 1 2 2 2 2 1 1 5-10kms Mominpet – Mandal Vikarabad District 29 Amradi Khurd 2 1 1 2 2 2 1 1 2 2 2 2 1 1 30 Amradi Kalan 2 1 1 2 2 2 1 1 2 2 2 2 1 1 31 Tekulapalle 2 1 1 2 2 2 1 1 2 2 2 2 1 1 32 Kaslabad 2 1 1 2 2 2 1 1 2 2 2 2 1 1 33 Burugupalle 2 1 1 2 2 2 1 1 2 2 2 2 1 1 34 Mominpet 1 1 1 2 1 2 1 1 2 1 1 1 1 1 35 Yenkathala 2 1 1 2 2 2 1 1 2 2 2 2 1 1


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164

Infrastructure Facilities Services Status : 1=Available; 2= Not Available ACS Agricultural Credit Societies (Status A(1)/NA(2)) SHG Self - Help Group (SHG) (Status A(1)/NA(2)) PDS Public Distribution System (PDS) Shop (Status A(1)/NA(2)) MRM Mandis/Regular Market (Status A(1)/NA(2)) WHM Weekly Haat (Status A(1)/NA(2)) AMS Agricultural Marketing Society (Status A(1)/NA(2)) AW/ICDS Nutritional Centres-Anganwadi Centre (Status A(1)/NA(2)) ASHA ASHA (Status A(1)/NA(2)) SC/RC Sports Club/Recreation Centre (Status A(1)/NA(2)) CVH Cinema/Video Hall (Status A(1)/NA(2)) PL Public Library (Status A(1)/NA(2)) PRR Public Reading Room (Status A(1)/NA(2)) DNPS Daily Newspaper Supply (Status A(1)/NA(2)) PS Power Supply For Domestic Use (Status A(1)/NA(2))

ANNEXURE - XLI

165

AVRSPM

CO STARTING CO TITLEONE TEST INPUT FILE Avr oganic POINT SOURCES CO MODELOPT DFAULT Rural CONC CO AVERTIME 1 24 CO POLLUTID Spm CO RUNORNOT RUN CO EVENTFIL Avrorg.EXP CO ERRORFIL Avrorg.ERR CO FINISHED SO STARTING SO LOCATION STACK1 POINT 10000.0 10000.0 0.0 STACK2 Point 10020.0 10000.0 0.0 Stack3 point 10020.0 10010.0 0.0 Stack4 Point 10030.0 10030.0 0.0 Stack5 point 10050.0 10050.0 0.0 Stack6 point 10040.0 10050.0 0.0 ** Point Source QS HS TS VS DS ** Parameters: ---- ---- ---- ---- --- SO SRCPARAM STACK1 0.375 40.0 423.0 14.7 0.7 Stack2 0.225 40.0 423.0 12.9 0.7 Stack3 0.225 40.0 423.0 12.9 0.7 Stack4 0.112 30.0 423.0 11.3 0.5 Stack5 0.029 30.0 423.0 8.32 0.15 Stack6 0.002 30.0 423.0 3.4 0.30 SO SRCGROUP ALL SO FINISHED RE STARTING RE GRIDCART car1 sta Car1 XYINC 0 41 500 0 41 500

Page 1

ANNEXURE - XLII

166

AVRSPM Car1 END RE FINISHED ME STARTING ME INPUTFIL avrpred.ASC ME ANEMHGHT 10 METERS ME SURFDATA 98317 2017 sdpet ME UAIRDATA 98317 2017 sdpet ME WDROTATE 180.0 ME FINISHED OU STARTING RECTABLE ALLAVE FIRSt MAXTABLE ALLAVE 50 OU POSTFILE 24 ALL PLOT sdpetSPM.PLT OU FINISHED

************************************** SETUP Finishes Successfully **************************************

Page 2

ANNEXURE - XLII

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AVrSO2

CO STARTING CO TITLEONE TEST INPUT FILE Avr oganic POINT SOURCES CO MODELOPT DFAULT Rural CONC CO AVERTIME 1 24 CO POLLUTID SO2 CO RUNORNOT RUN CO EVENTFIL Avrorg.EXP CO ERRORFIL Avrorg.ERR CO FINISHED SO STARTING SO LOCATION STACK1 POINT 10000.0 10000.0 0.0 STACK2 Point 10020.0 10000.0 0.0 Stack3 point 10020.0 10010.0 0.0 Stack4 Point 10030.0 10030.0 0.0 Stack5 point 10050.0 10050.0 0.0 Stack6 point 10040.0 10050.0 0.0 ** Point Source QS HS TS VS DS ** Parameters: ---- ---- ---- ---- --- SO SRCPARAM STACK1 3.94 40.0 423.0 14.7 0.7 Stack2 2.36 40.0 423.0 12.9 0.7 Stack3 2.36 40.0 423.0 12.9 0.7 Stack4 1.18 30.0 423.0 11.3 0.5 Stack5 0.29 30.0 423.0 8.32 0.15 Stack6 0.048 30.0 423.0 3.4 0.30 SO SRCGROUP ALL SO FINISHED RE STARTING RE GRIDCART car1 sta Car1 XYINC 0 41 500 0 41 500

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AVrSO2 Car1 END RE FINISHED ME STARTING ME INPUTFIL avrpred.ASC ME ANEMHGHT 10 METERS ME SURFDATA 98317 2017 sdpet ME UAIRDATA 98317 2017 sdpet ME WDROTATE 180.0 ME FINISHED OU STARTING RECTABLE ALLAVE FIRSt MAXTABLE ALLAVE 50 OU POSTFILE 24 ALL PLOT avrSo2.PLT OU FINISHED


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AVRNOX

CO STARTING CO TITLEONE TEST INPUT FILE Avr oganic POINT SOURCES CO MODELOPT DFAULT Rural CONC CO AVERTIME 1 24 CO POLLUTID NOx CO RUNORNOT RUN CO EVENTFIL Avrorg.EXP CO ERRORFIL Avrorg.ERR CO FINISHED SO STARTING SO LOCATION STACK1 POINT 10000.0 10000.0 0.0 STACK2 Point 10020.0 10000.0 0.0 Stack3 point 10020.0 10010.0 0.0 Stack4 Point 10030.0 10030.0 0.0 Stack5 point 10050.0 10050.0 0.0 Stack6 point 10040.0 10050.0 0.0 ** Point Source QS HS TS VS DS ** Parameters: ---- ---- ---- ---- --- SO SRCPARAM STACK1 2.25 40.0 423.0 14.7 0.7 Stack2 1.35 40.0 423.0 12.9 0.7 Stack3 1.35 40.0 423.0 12.9 0.7 Stack4 0.675 30.0 423.0 11.3 0.5 Stack5 0.203 30.0 423.0 8.32 0.15 Stack6 0.052 30.0 423.0 3.4 0.30 SO SRCGROUP ALL SO FINISHED RE STARTING RE GRIDCART car1 sta Car1 XYINC 0 41 500 0 41 500

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AVRNOX Car1 END RE FINISHED ME STARTING ME INPUTFIL avrpred.ASC ME ANEMHGHT 10 METERS ME SURFDATA 98317 2017 sdpet ME UAIRDATA 98317 2017 sdpet ME WDROTATE 180.0 ME FINISHED OU STARTING RECTABLE ALLAVE FIRSt MAXTABLE ALLAVE 50 OU POSTFILE 24 ALL PLOT AVRNOX.PLT OU FINISHED


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IPA SITE DATA: Location: S S PET- AVR,SR DIST, INDIA Building Air Exchanges Per Hour: 0.48 (unsheltered single storied) Time: January 30, 2018 1456 hours ST (using computer's clock) CHEMICAL DATA: Chemical Name: ISOPROPANOL Molecular Weight: 60.10 g/mol PAC-1: 400 ppm PAC-2: 400 ppm PAC-3: 12000 ppm IDLH: 2000 ppm LEL: 20000 ppm UEL: 127000 ppm Ambient Boiling Point: 81.6° C Vapor Pressure at Ambient Temperature: 0.057 atm Ambient Saturation Concentration: 58,460 ppm or 5.85% ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 2 meters/second from ese at 3 meters Ground Roughness: open country Cloud Cover: 5 tenths Air Temperature: 25° C Stability Class: C No Inversion Height Relative Humidity: 50% SOURCE STRENGTH: Direct Source: 25 cubic meters Source Height: 0 Source State: Liquid Source Temperature: equal to ambient Release Duration: 1 minute Release Rate: 326 kilograms/sec Total Amount Released: 19,546 kilograms THREAT ZONE: Threat Modeled: Overpressure (blast force) from vapor cloud explosion Type of Ignition: ignited by spark or flame Level of Congestion: congested Model Run: Heavy Gas Red : 506 meters --- (4.5 psi) Orange: 556 meters --- (1.5 psi) Yellow: 796 meters --- (0.5 psi)

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SOURCE STRENGTH: BLEVE of flammable liquid in vertical cylindrical tank Tank Diameter: 2.5 meters Tank Length: 5.2 meters Tank Volume: 25.5 cubic meters Tank contains liquid Internal Storage Temperature: 25° C Chemical Mass in Tank: 21.5 tons Tank is 98% full Percentage of Tank Mass in Fireball: 100% Fireball Diameter: 156 meters Burn Duration: 11 seconds THREAT ZONE: Threat Modeled: Thermal radiation from fireball Red : 129 meters --- (37.5 kW/(sq m)) Orange: 253 meters --- (12.5 kW/(sq m)) Yellow: 427 meters --- (4.5 kW/(sq m))

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SOURCE STRENGTH: Evaporating Puddle (Note: chemical is flammable) Puddle Area: 20 square meters Puddle Volume: 25 cubic meters Ground Type: Concrete Ground Temperature: 25° C Initial Puddle Temperature: Ground temperature Release Duration: ALOHA limited the duration to 1 hour Max Average Sustained Release Rate: 841 grams/min (averaged over a minute or more) Total Amount Released: 50.2 kilograms THREAT ZONE: Threat Modeled: Overpressure (blast force) from vapor cloud explosion Type of Ignition: ignited by spark or flame Level of Congestion: congested Model Run: Gaussian No explosion: no part of the cloud is above the LEL at any time SOURCE STRENGTH: Burning Puddle / Pool Fire Puddle Area: 20 square meters Puddle Volume: 25 cubic meters Initial Puddle Temperature: Air temperature Flame Length: 7 meters Burn Duration: ALOHA limited the duration to 1 hour Burn Rate: 44.5 kilograms/min Total Amount Burned: 2,670 kilograms THREAT ZONE: Threat Modeled: Thermal radiation from pool fire Red : less than 10 meters(10.9 yards) --- (37.5 kW/(sq m)) Orange: less than 10 meters(10.9 yards) --- (12.5 kW/(sq m)) Yellow: 13 meters --- (4.5 kW/(sq m))

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ACETONITRILE ITE DATA: Location: S S PET- AVR,SR DIST, INDIA Building Air Exchanges Per Hour: 0.48 (unsheltered single storied) Time: February 1, 2018 1434 hours ST (using computer's clock) CHEMICAL DATA: Chemical Name: ACETONITRILE Molecular Weight: 41.05 g/mol AEGL-1 (60 min): 13 ppm AEGL-2 (60 min): 320 ppm AEGL-3 (60 min): 670 ppm IDLH: 500 ppm LEL: 30000 ppm UEL: 170000 ppm Ambient Boiling Point: 81.0° C Vapor Pressure at Ambient Temperature: 0.12 atm Ambient Saturation Concentration: 119,162 ppm or 11.9% ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 2 meters/second from ese at 3 meters Ground Roughness: open country Cloud Cover: 5 tenths Air Temperature: 25° C Stability Class: B (user override) No Inversion Height Relative Humidity: 50% SOURCE STRENGTH: Direct Source: 250 liters Source Height: 0 Source State: Liquid Source Temperature: equal to ambient Release Duration: 1 minute Release Rate: 3.24 kilograms/sec Total Amount Released: 194 kilograms THREAT ZONE: Threat Modeled: Overpressure (blast force) from vapor cloud explosion Type of Ignition: ignited by spark or flame Level of Congestion: congested Model Run: Heavy Gas Red : 36 meters --- (4.5 psi) Orange: 44 meters --- (1.5 psi) Yellow: 99 meters --- (0.5 psi)

SOURCE STRENGTH:

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BLEVE of flammable liquid in vertical cylindrical tank Tank Diameter: 0.5 meters Tank Length: 1.3 meters Tank Volume: 255 liters Tank contains liquid Internal Storage Temperature: 25° C Chemical Mass in Tank: 0.21 tons Tank is 98% full Percentage of Tank Mass in Fireball: 100% Fireball Diameter: 33 meters Burn Duration: 3 seconds THREAT ZONE: Threat Modeled: Thermal radiation from fireball Red : 29 meters --- (37.5 kW/(sq m)) Orange: 56 meters --- (12.5 kW/(sq m)) Yellow: 95 meters --- (4.5 kW/(sq m))

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AMMONIA: CHEMICAL DATA: Chemical Name: AMMONIA CAS Number: 7664-41-7 Molecular Weight: 17.03 g/mol AEGL-1 (60 min): 30 ppm AEGL-2 (60 min): 160 ppm AEGL-3 (60 min): 1100 ppm IDLH: 300 ppm LEL: 150000 ppm UEL: 280000 ppm Ambient Boiling Point: -33.7° C Vapor Pressure at Ambient Temperature: greater than 1 atm Ambient Saturation Concentration: 1,000,000 ppm or 100.0% ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 1.54 meters/second from 100° true at 3 meters Ground Roughness: open country Cloud Cover: 5 tenths Air Temperature: 25° C Stability Class: B No Inversion Height Relative Humidity: 50% SOURCE STRENGTH: Direct Source: 50 kilograms Source Height: 0 Release Duration: 1 minute Release Rate: 833 grams/sec Total Amount Released: 50.0 kilograms Note: This chemical may flash boil and/or result in two phase flow. Use both dispersion modules to investigate its potential behavior. THREAT ZONE: Model Run: Gaussian Red : 208 meters --- (300 ppm = IDLH) Orange: 461 meters --- (50 ppm) Yellow: 556 meters --- (30 ppm = AEGL-1 [60 min]) SOURCE STRENGTH: Direct Source: 50 kilograms/hr Source Height: 0 Release Duration: 60 minutes Release Rate: 833 grams/min Total Amount Released: 50.0 kilograms Note: This chemical may flash boil and/or result in two phase flow. Use both dispersion modules to investigate its potential behavior. THREAT ZONE: Model Run: Gaussian Red : 27 meters --- (300 ppm = IDLH) Note: Threat zone was not drawn because effects of near-field patchiness make dispersion predictions less reliable for short distances. Orange: 66 meters --- (50 ppm) Yellow: 85 meters --- (30 ppm = AEGL-1 [60 min])

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Cloroform- A4 CHEMICAL DATA: Chemical Name: CHLOROFORM CAS Number: 67-66-3 Molecular Weight: 119.38 g/mol AEGL-1 (60 min): N/A AEGL-2 (60 min): 64 ppm AEGL-3 (60 min): 3200 ppm IDLH: 500 ppm Carcinogenic risk - see CAMEO Chemicals Ambient Boiling Point: 60.6° C Vapor Pressure at Ambient Temperature: 0.26 atm Ambient Saturation Concentration: 262,227 ppm or 26.2% ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 2 meters/second from ese at 3 meters Ground Roughness: open country Cloud Cover: 5 tenths Air Temperature: 25° C Stability Class: B No Inversion Height Relative Humidity: 50% SOURCE STRENGTH: Evaporating Puddle Puddle Area: 16.7 square meters Puddle Volume: 20 cubic meters Ground Type: Default soil Ground Temperature: 25° C Initial Puddle Temperature: Ground temperature Release Duration: ALOHA limited the duration to 1 hour Max Average Sustained Release Rate: 5.99 kilograms/min (averaged over a minute or more) Total Amount Released: 348 kilograms THREAT ZONE: Model Run: Heavy Gas Red : 36 meters --- (500 ppm = IDLH) Note: Threat zone was not drawn because effects of near-field patchiness make dispersion predictions less reliable for short distances. Orange: 281 meters --- (10 ppm)

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Documents

Volume-I Organics Pvt... · 2018-03-06 · 2.15.1.3 Fugitive Emissions from Solvents Handling and their Recovery 2.34 2.15.2 Wastewater Generation and its Treatment 2.38 2.15.2.1