UID No.: TRA/EIA/D19/2020/SOC-5(f)/EA5 DRAFT EIA REPORT

UID No.: TRA/EIA/D19/2020/SOC-5(f)/EA5

DRAFT EIA REPORT

FOR

PROPOSED SYNTHETIC ORGANIC CHEMICALS (PIGMENTS) MANUFACTURING UNIT

[Total Production Capacity: - 210 MT/Month]

OF

M/S. GAJANAN ORGANICS LLP AT

Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1, Latipar-Tankara road,

Village:Bangavadi, Taluka:Tankara & District : Morbi, Gujarat

Project Proponent’s Name: Mr. Mehul Kachrola – Partner

CATEGORY: 5 (F) : A Baseline Monitoring Period [October 2020 to December 2020]

Baseline Study Carried By: T. R. Associates Laboratory (NABL Certificate Number: Tc-7896)

PREPARED BY :

T. R. ASSOCIATES [NABET ACCREDITED EIA CONSULTANT]

A-401, S. G. Business Hub, B/w sola Bhagwat & Gota Over Bridge,

Near Umiya Campus, S. G. Highway, Ahmedabad – 380060 EMAIL: [email protected]

CONTACT NO.: 09825371099

NABET Accreditation No.: NABET/EIA/1922/RA 0142 Dated 26/12/2019 Valid Up to 9/10/2022

APRIL : 2021

Environmental Impact Assessment Report for Proposed Manufacturing Unit

M/s. Gajanan Organics LLP Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1,

Latipar-Tankara road, Village:Bangavadi, Taluka:Tankara & District : Morbi,Gujarat.

T. R. Associates, Ahmedabad

NABET Accredited Abbreviations and Acronyms

Abbreviations and Acronyms

AAQ : Ambient Air Quality ATFD : Agitated Thin Film Dryer ALOHA : Areal Locations of Hazardous Atmospheres APCM : Air Pollution Control Mechanism APHA : American Public Health Association BLEVE : Boiling Liquid Expanding Vapor Explosion BOD : Biochemical Oxygen Demand BP : Boiling Point CC&A : Consolidated Consent & Authorization CEES : Centre for Environment and Explosive Safety CER : Corporate Environment Responsibility CETP : Common Effluent Treatment Plant CGWA : Central Ground Water Authority CHWIF : Common Hazardous Waste Incineration Facility COD : Chemical Oxygen Demand CPCB : Central Pollution Control Board CW : Cross Wind db : Decibel DEM : Digital Elevation Model DGFASLI : Directorate General Factory Advice Service and Labour Institutes DGFT : Directorate General of Foreign Trade DRDO : Defense Research and Development Organization DMP : Disaster Management Plan DTM : Digital Terrain Model DW : Down Wind GIS : Geographical Information System GPCB : Gujarat Pollution Control Board GOI : Government of India EAC : Environmental Appraisal Committee EC : Environmental Clearence EHS : Environmental Health & Safty EIA : Environmental Impact Assessment EMP : Environmental Management Plan EMS : Environmental Management Cell ERDAS : Earth Resources Data Analysis System ETP : Effluent Treatment Plant FP : Flash Point GLC : Ground Level Concentration GW : Ground Water HAZOP : Hazard and Operability Study HDPE : High Density Poly Ethylene HIRA : Hazard Identification and Risk Assessment HTL : High Tide Line IDLH : Immediately Dangerous to Life or Health IMD : Indian Meteorological Department IS : Indian Standards






KLD : Kilo Liters per Day Kcal/hr : Kilo Calories per Hour KVA : Kilo Volt Ampere LC : Lethal Concentration LD : Lethal Dose LDAR : Leak Detection and Repair LDO : Light Diesel Oil LEL : Lower Explosive Limit LuLc : Land Use Land Cover MAH : Major Accident Hazards MCA : Maximum Credible Accident MEE : Multiple Effect Evaporator M.F. : Melamine Formaldehyde mm : Millimeter MOC : Material of Construction MoEF & CC : Ministry of Environment, Forest & Climate Change MS : Mild Steel MSDS : Material Safety Data Sheet MSIHC : Manufacture, Storage and Import of Hazardous Chemicals MT : Metric Tons MTPM : Metric Tons per Month NA : Non Agricultural NAAQS : National Ambient Air Quality Standards NABET : National Accreditation Board for Education & Training NABL : National Accreditation Board for Laboratories NFPA : National Fire Protection Association NH : National Highway NOC : No Objection Certificate NRSC : National Remote Sensing Centre OSHA : Occupational Safety and Health Administration PCU : Passenger Car Unit PFR : Pre Feasibility Report P.F. : Phenol Formaldehyde PGVCL : Paschim Gujarat Vij Company Limited pH : Potential of Hydrogen Ion PM : Particulate Matter POP : Plaster of Peris PPE : Personal Protective Equipment PPM : Parts Per Million PUC : Pollution under Control PVC : Poly Vinyl Chloride QRA : Quantitative Risk Assessment RA : Risk Assessment RO : Reverse Osmosis RPM : Rotation Per Minute R&R : Rehabilitation & Resettlement SAR : Sodium Absorption Ratio SCBA : Self Contained Breathing Apparatus






SH : State Highway SOP : Standard Operating Procedure SPCB : State Pollution Control Board SPM : Suspended Particulate Matter STEL : Short Term Exposure Limit STP : Sewage Treatment Plant SW : Surface Water TDS : Total Dissolved Solids TFH : Thermic Fluid Heater TGM : Technical Guidance Manual TLV : Threshold Limit Value TOR : Terms of Reference TPH : Tons per Hour TR : Ton of Refrigeration TSDF : Treatment, Storage and Disposal Facility TSS : Total Suspended Solids TWA : Time-Weighted Average UEL : Upper Explosive Limit U.F. : Urea Formaldehyde UTM : Universal Transverse Mercator UTPCC : Union Territory Pollution Control Committee UW : Up Wind VHAP : Volatile Hazardous Air Pollutants VOCs : Volatile Organic Compounds w/w : wastewater ZLD : Zero Liquid Discharge

DECLARATION BY EXPERTS

INDEX

Environmental Impact Assessment Report for Proposed Pigments Manufacturing Unit

M/s. Gajanan Organics LLP

Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1, Latipar-Tankara road, Village:Bangavadi,

Taluka:Tankara & District : Morbi,Gujarat.

T. R. Associates (Ahmedabad) NABET Accredited

INDEX 38

INDEX

CHAPTER

NO. CONTENT

PAGE

NO.

1 INTRODUCTION 1.1- 1.11

1.1 Preamble 1.1

1.2 Purpose of the EIA report 1.1

1.3 Promoters and their back ground 1.2

1.4 Need of the project and its importance in the country 1.3

1.5 Location of the proposed project and siting criteria 1.6

1.6 Scope of EIA study 1.10

1.7 Regulatory frame work 1.11

2 PROJECT DESCRIPTION 2.1-2.64

2.1 Preamble 2.1

2.2 Site History 2.1

2.3 Project Location 2.1

2.3.1. Photographs of Proposed Project Site 2.6

2.3.2. Justification of Site Selection 2.6

2.4 Salient features of the proposed project site 2.7

2.5 Proposed project land & plant lay-out 2.10

2.6 Capital cost of the proposed project 2.12

2.6.1 Schedule for approval & implementation 2.12

2.7 Manufacturing Process 2.13

2.7.1 Pigment Phthalocyanine Green 7 2.13

2.7.2 Pigment Orange 13 2.15

2.7.3 Pigment Orange 34 2.17

2.7.4 Pigment Red 2 2.19



2.7.7 Pigment Red 48 : 2 2.24

2.7.8 pigment Red 49 : 2 2.27

2.7.9 Pigment Red 53: 1 2.30

2.7.10 Pigment Red 57 : 1 2.32

2.7.11 Pigment Red 63 : 1 2.34

2.7.12 Pigment Red 112 2.36






INDEX 39

CHAPTER

NO. CONTENT

PAGE

NO.

2.7.13 Pigment Yellow 1 2.38




2.8 Storage details of Raw Materials & Products 2.46

2.9 Requirement of Resources 2.48

2.9.1. Electricity / Power 2.48

2.9.2. Manpower 2.48

2.9.3. Water 2.48

2.9.4. Fuel 2.48

2.9.5. Plant, Machineries & Utilities 2.49

2.10 Energy Balance 2.50

2.10

(a)

Details of Solvent Recovery 2.51

2.11 Pollution Potential And Mitigation Measures 2.52

2.11.1 Water Pollution 2.52

2.11.1.1 Domestic wastewater (Sewage) Treatment and Disposal 2.55

2.11.1.2 Industrial wastewater Treatment and Disposal 2.55

2.11.2 Air Pollution 2.58

2.11.2.1 Flue Gas Emission 2.58

2.11.2.2 Process gas Emission 2.59

2.11.2.3 Fugitive Emission 2.60

2.11.3 Solid / Hazardous Waste 2.61

2.11.3.1 Fly Ash Management 2.62

2.11.4 Noise & Vibration 2.62

2.11.5 Potential Impacts & Mitigation Measures 2.63

3 DESCRIPTION OF ENVIRONMENT 3.1-3.89

3.1 Introduction 3.1

3.1.1 Baseline Study Period 3.2

3.1.2 Baseline Study Area 3.2

3.1.3 Baseline Study Methodology 3.2

3.2 Air Environment 3.3

3.2.1 Micrometeorological Data 3.4






INDEX 40

CHAPTER

NO. CONTENT

PAGE

NO.

3.2.1.1 Meteorological Data from Secondary Sources 3.5

3.2.1.2 Primary Meteorology Data 3.7

3.2.2 Selection of AAQ Stations 3.9

3.2.2.1 Existing AAQ Status 3.9

3.2.2.2 Baseline Data Interpretation of AAQ of Study Area 3.12

3.2.3 Air Quality Index: 3.17

3.2.3.1 Objective of Air Quality Index: 3.17

3.2.3.2 Interpretation of Air Quality Index 3.20

3.3 Noise Environment 3.20

3.3.1 Existing Noise Levels 3.21

3.3.2 Data Analysis 3.23

3.3.3 Baseline Data Interpretation of Ambient Noise Quality (Day

and Night Time)

3.24

3.4 Water Environment 3.26

3.4.1 Water Quality 3.27

3.4.1.1 Sample Collection and Analysis 3.27

3.4.1.2 Data Analysis 3.34

3.4.1.3 Baseline Data Interpretation of Ground Water Analysis 3.36

3.4.1.4 Baseline Data Interpretation of Surface Water Analysis 3.40

3.4.1.5 Water Quality Index 3.40

3.5 Soil Environment 3.44

3.5.1 Methodology of Sample Collection and Analysis 3.44

3.5.2 Baseline Data Interpretation of Soil Analysis 3.46

3.6 Geo-Hydrological Features 3.50

3.7 Land Use Status 3.54

3.7.1 Topography 3.61

3.8 Ecology & Biodiversity 3.64

3.8.1 Collection of Secondary Data from EIA Coordinator and

Team

3.64

3.8.2 Primary and Field Data Collection with associate team 3.64

3.8.2.1 Vegetation and habitat survey 3.65

3.8.2.2 Wild animals, reptiles and bird’s population:

Assessment and Survey

3.65

3.8.3 Biodiversity Status 3.66

3.8.4 Biodiversity Status-Flora 3.66






INDEX 41

CHAPTER

NO. CONTENT

PAGE

NO.

3.8.4.1 Taxonomical Status 3.66

3.8.4.2 Status of Life Form 3.66

3.8.4.3 Common / Domestic Tree Species 3.67

3.8.4.4 Wild / Forest Tree Species 3.68

3.8.4.5 Status of Agriculture Crops 3.68

3.8.5 Biodiversity- Status of Fauna 3.69

3.8.5.1 Herpetofauna 3.69

3.8.5.2 Birds (Terrestrial and Aquatic) 3.69

3.8.5.3 Status of mammals 3.72

3.8.6 Threatened Plants and Animals and Conclusion Note 3.72

3.8.6.1 Conservation of Indian Peafowl 3.73

3.8.6.2 Conservation of Shikra & Pied Harrier 3.74

3.9 Socio Economic Environment 3.76

3.9.1 Introduction 3.76

3.9.2 Objective of the study 3.76

3.10 Traffic Survey 3.95

4 ENVIRONMENTAL IMPACTS & MITIGATION MAESURES 4.1- 4.19


4.2 Impact Identification 4.2

4.3 Assessment of Impacts 4.5

4.4 Quantification of Impacts 4.8

4.4.1 Environmental Attributes & Relative Importance 4.8

4.4.2 Magnitude Criteria 4.9

4.4.3 Matrix Development 4.9

4.5 Air Quality Modelling 4.20

4.6 Mitigation Measures for Impacts on Environment during

Construction Phase

4.31

4.7 Mitigation Measure for Impacts on Environmental during

Operation Phase

4.32

4.8 Existing Traffic & Vehicular Pollution 4.37

5 ANALYSIS OF ALTERNATIVES 5.1-5.3

5.1 Preamble 5.1

5.2 Project Details 5.1






INDEX 42

CHAPTER

NO. CONTENT

PAGE

NO.

5.3 Site Alternatives 5.1

5.4 Alternative for Technologies 5.3

6 ENVIRONMENT MONITORING PROGRAM 6.1-6.4

6.1 Preamble 6.1

6.2

Environmental Monitoring Program & Budget for Implementation

of Environmental Monitoring Plan

6.1

6.3 Infrastructural Requirements 6.3

6.4 Documentation and Reporting 6.4

6.5 Corporate Environment Policy 6.4

7 ADDITIONAL STUDIES 7.1-7.42

A Public Consultation 7.1

B Risk Assessment Study 7.1

C Social Impact Assessment, R & R Action Plan 7.1

7.1 Risk Assessment 7.2

7.2 Risk Assessment Methodology 7.2

7.3 Hazard Identification and Risk Assessment (HIRA) 7.2

7.3.1 Hazard Identification Methods 7.3

7.3.2 Identification of Hazardous Chemicals used within

Premises

7.3

7.3.3 Storage Details of Raw Material and Products 7.11

7.3.4 Credible Accident Source/ Worst Case Scenarios 7.34

7.4 Consequence Modeling 7.34

7.4.1 Damage Criteria 7.34

7.4.2 Details of Model Used for Consequence Analysis 7.37

7.5 Estimation of Effect of Damage / Impact Identification 7.50

7.6 Summary 7.50

Proposed Risk Reduction Measures 7.51

7.7 Occupational Health Surveillance Program 7.53

7.7.1 Treatment Facilities Provided to Workers affected by

accidental Spillage of Chemicals

7.54

7.7.2 Minimization of the manual handling of hazardous

substance

7.55

7.7.3 DO’S and DON’T’S 7.55






INDEX 43

CHAPTER

NO. CONTENT

PAGE

NO.

7.7.4 Disaster Management Plan 7.57

7.7.4.1 Disaster 7.57

7.7.4.2 On-Site Emergency Plan 7.57

7.7.4.3 Site Plan of the Factory and Surrounding 7.58

7.7.4.4 Types of Overall Emergencies 7.58

7.7.4.5 Assessment of In-plant Hazards 7.59

7.7.4.6 Emergency Control System 7.60

7.7.5 Offsite Emergency Preparedness Plan 7.72

7.8 LDAR (Leak Detection and Repair) 7.78

8 PROJECT BENEFITS 8.1-8.2

8.1 Preamble 8.1

8.2 Employment Potential 8.1

8.3 Improvement in Physical & Social Infrastructure 8.1

8.4 Other Tangible Benefits 8.2

8.5 Corporate Environment Responsibility (CER) 8.2

9 ENVIRONMENTAL COST BENEFIT ANALYSIS 9.1

9.1 Environmental cost benefit analysis 9.1

10 ENVIRONMENTAL MANAGEMENT PLAN 10.1-10.14


10.2 Objectives of Environmental Management Plan 10.1

10.3 Components of Environmental Management Plan 10.2

10.3.1 Environment Management System (EMS) 10.2

10.3.2 Environmental Health & Safety (EHS) 10.2

10.3.3 Environmental Management Cell (EMC) 10.3

10.4 Environmental Management Plan for Proposed Project 10.4

10.4.1 Environmental Management during Construction Phase 10.4

10.4.2 Environmental Management during Operation Phase 10.5

10.5 Greenbelt Development Plan 10.10

10.6 Rain Water Harvesting Scheme 10.11

10.7 Occupational Health Management Plan 10.13

10.8 Fire & Safety Management Plan 10.13

10.9 Budget for Environment Protection Measures 10.14






INDEX 44

CHAPTER

NO. CONTENT

PAGE

NO.

11 SUMMARY & CONCLUSION 11.1–11.4


11.2 Air Environment 11.1

11.3 Water Environment 11.2

11.4 Noise Environment 11.2

11.5 Land/Soil Environment 11.2

11.6 Ecology & Biodiversity 11.3

11.7 Socio-Economic Environment 11.3

11.8 Conclusion 11.4

12 DISCLOSURE OF CONSULTANT ORGANIZATION 12.1-12.2

12.1 Declaration for Involvement in EIA study 12.1

12.2 Company Profile 12.2






INDEX 45

LIST OF TABLES

TABLE

NO. LIST OF TABLES

PAGE

NO.

1.1 Details of Proposed Product 1.1

1.2 Promoters and their Background 1.2

1.3 Sitting Criteria 1.9

1.4 Scope of the Study 1.10

1.5 Regulatory Frame Work 1.11

2.0 List of Major Industries near Project Site 2.7

2.1 Salient Features of the Proposed Project Site 2.7

2.2 Area Break-up of Project Site 2.10

2.3 Break-up of capital cost for Proposed Project 2.12

2.4 Details of Proposed Raw Material 2.46

2.5 Details of Proposed Products 2.48

2.6 Fuel Requirement 2.49

2.7 List of Plant, Machineries and Utilities 2.49

2.8 Energy Balance 2.50

2.8(a) Details of Solvent recovery 2.51

2.9 Stream-wise Water Requirement & Wastewater Generation 2.52

2.9(a) Product-wise Water Requirement & Wastewater Generation 2.53

2.10 Details of Effluent Treatment Plant Units 2.56

2.11 Technical details of Single Stage Forced Circulation Evaporator 2.56

2.12 Stream-wise Quality of Effluent 2.57

2.13(a) Details of flue Gas Emissions 2.58

2.13(b) Details of process Gas Emissions 2.59

2.14 Details of Air Pollution Control System 2.59

2.15 Details of Hazardous waste Management 2.61

2.16 Portable Environmental Impacts and Mitigation Measure 2.63

3.1 Brief Baseline Planning 3.2

3.2 Meteorological Data Collection Period 3.5

3.3 Monthly Mean values of Meteorological Data (Secondary Data) 3.5

3.4 Ambient Air Monitoring Locations 3.10

3.5 Air – Parameters Analyzed and Sampling Duration 3.11






INDEX 46

TABLE

NO. LIST OF TABLES

PAGE

NO.

3.6 Ambient Air Quality – Methodology 3.11

3.7 Preservation Methods of Samples of Ambient Air 3.11

3.8 Ambient Air Monitoring Results (Baseline Period: (14-10-2020 to 4-

1-2021) 3.12

3.9 Rating of Ambient Air Quality 3.18

3.10 Baseline Status of Ambient Air Quality 3.19

3.11 Noise Monitoring Locations 3.22

3.12 Noise Level Monitoring Data (Day timings in Leq dB (A)) 3.23

3.13 Hourly Noise Data (Night timings in Leq dB (A)) 3.24

3.14 Preservation Chart for different parameters 3.28

3.15(a) Ground Water Monitoring Locations 3.31

3.15(b) Ground Water Monitoring Locations Site observation 3.31

3.16(a) Surface Water Monitoring Locations 3.32

3.16(b) Surface Water Monitoring Locations Site observation 3.33

3.17 Water Quality – Physio-chemical Analysis of Ground Water 3.34

3.18 Water Quality – Physio-chemical Analysis of Surface Water 3.37

3.19 Water Quality Index for Ground Water 3.40

3.20 Water quality classification based on WQI 3.41

3.21 Water Quality Index for Surface Water 3.42

3.22 Soil Sampling Location 3.46

3.23 Phsiochemical Parameters of the soil 3.48

3.25 District wise status of ground water development in Gujarat(2011) 3.52

3.26 Land Use Land Cover Classification 3.57

3.27 Information of Field Survey 3.64

3.28 Taxanomic Status of plant species: M/s Gajanan Organics LLP 3.66

3.29 A Life form Status of plant species: M/s Gajanan Organics LLP 3.67

3.30 Common Tree Species: M/s Gajanan Organics LLP 3.67

3.31 Wild/Forest Tree Species: M/s Gajanan Organics LLP 3.68

3.32 List of Agriculture and Commercial Crop Species Recorded: M/s

Gajanan Organics LLP

3.68

3.33 Taxanomical Status of Herpetofauna: M/s Gajanan Organics LLP 3.69

3.34 Overall Status of Terrestrial and Aquatic Birds: M/s Gajanan

Organics LLP

3.70

3.35 Overall Status of Mammals: M/s Gajanan Organics LLP 3.72

3.36 List of villages in 10 km radius of project site area 3..77






INDEX 47

TABLE

NO. LIST OF TABLES

PAGE

NO.

3.37 List of villages surveyed for primary data collection 3.78

3.38 Population Distribution in the Study Area 3.81

3.39 Literacy Status in the Study Area 3.84

3.40 Occupational Structure of the nearby villages of project site area 3.86

3.41 Basic amenities detail for study villages covered in 5 km radius 3.89

3.42 List of Abbreviations 3.92

3.43 Traffic Count Data 3.97

4.1 Impact Identification Matrix (Construction & Operation and Post

Operation Phase) 4.3

4.2 Assessment of Impacts 4.6

4.3 Environmental Attributes 4.8

4.4 The Activity-Impact Evaluation Matrix 4.10

4.4(a) The Activity-Impact Evaluation Matrix with mitigation measures 4.15

4.5 Cumulative Impact Matrix 4.14

4.5(a) Cumulative Impact Matrix with mitigation measures 4.19

4.6(a) Details of Flue Gas Stacks 4.20

4.6(b) Details of Process Gas Stacks 4.20

4.7 Expected Pollutants and its Emission Rate 4.21

4.8 Predicted 24 hourly short term incremental concentration of PM10 4.28

4.9 Predicted 24 hourly short term incremental Concentrations of SO2 4.28

4.10 Predicted 24 hourly short term incremental Concentrations of NO2 4.29

4.11 Predicted 24 hourly short term incremental Concentrations of HCl 4.29

4.12 Predicted 24 hourly short term incremental Concentrations of Cl2 4.30

4.13 Construction Phase: Impacts & its Mitigation Measures 4.31

4.14 Operation Phase: Impacts & its Mitigation Measures 4.32

4.15 Assessment of Proposed Traffic Load 4.37

5.1 Proposed Technology Alternatives 5.3

6.1 Environmental Monitoring Program and Budget for Implementation

of Environmental Monitoring Plan 6.2

7.1 Chemical and Physical Properties of Hazardous Chemicals and

products 7.4






INDEX 48

TABLE

NO. LIST OF TABLES

PAGE

NO.

7.2 Toxicity of Chemicals capable of producing MAHs [1] 7.11

7.3(A) Storage details of Raw Materials 7.11

7.3(B) Storage Details of Products 7.13

7.4 Identification of Hazards associated with Storage of Raw Materials 7.14

7.5 Identification of Process Hazards 7.29

7.6 Scenarios Considered for MCA Analysis (FOR ALOHA RUN

CHEMICAL)

7.34

7.7 Damage Due to Incident Radiation Intensities[2] 7.35

7.8 Radiation Exposure and Lethality 7.36

7.9 Consequence analysis and Damage Distance (Failure of raw material

storage tanks) 7.40

7.10 Types of Emergencies 7.58

7.11 Fire and Safety Equipment’s & its Cost 7.67

7.12 Off-site Action Plan 7.76

7.13 List of compounds applicable for LDAR 7.78

7.14 LDAR Compound 7.81

7.15 Equipment Component Counts & Uncontrolled VOC Emissions 7.83

7.16 Frequency of monitoring of leaks & schedule for repair of leaks 7.85

8.1 Action Plan for Corporate Environment Responsibility Activities 8.3

10.1 Details of Plant Species in Greenbelt 10.10

10.2 Details of Rain Water Harvesting 10.12

10.3 Budgetary allocation towards Environmental Management 10.1






INDEX 49

LIST OF FIGURES FIGURE

NO. LIST OF FIGURES

PAGE

NO.

1.1 Location of the project site 1.7

2.1 Index Map 2.2

2.2 Google Image showing surrounding 1,5,10 km radius area from the

project site

2.3

2.3 Google Image showing surrounding 500 m radius area from the

project site

2.4

2.4 Topo sheet showing surrounding 10 km radius area from the

project site

2.5

2.5 Photograph of the site visit 2.6

2.6 Google Image showing surrounding area from the project site (up

to 1km radius)

2.9

2.7 Google image showing surrounding area from the project site (up

to 10km radius)

2.9

2.8 Pie chart showing area break-up 2.10

2.9 Plant Lay-out 2.11

2.10 Water balance Diagram 2.54

2.11 Schematic Flow Diagram Of Effluent Treatment Plant 2.57

3.1 Wind Rose Diagram of Entire Year (Secondary Source) 3.6

3.2 Photograph showing Automatic Weather Station installed near

project site

3.7

3.2 A Primary Wind rose diagram 3.8

3.3 Map showing Ambient Air Quality Locations 3.9

3.4 Photograph showing Ambient Air Monitoring 3.10

3.5 Photograph Showing Noise Sample collection 3.22

3.6 Photograph showing Noise Sampling Location 3.23

3.7 Map showing ground and surface water Sample Collection 3.30

3.8 Map Showing Ground Water Monitoring Locations 3.32

3.9 Map showing surface water monitoring locations 3.33

3.10 Photograph showing soil sample collection 3.45

3.11 Map showing Soil Sampling Locations 3.45

3.12 Ground Water Prospect Map 3.53






INDEX 50

FIGURE

NO. LIST OF FIGURES

PAGE

NO.

3.13 Land use and land cover map of the 10 km radius of the study area 3.58

3.14 Satellite image of 10 km radius of the study area 3.59

3.15 Infrastructure Map of the 10 km radius study area 3.60

3.16 Topography Map of the 10 km radius study area 3.63

3.17 Photographs showing biodiversity status 3.75

3.18 Google map Showing all villages covered in 10 km radius of the

proposed project site

3.78

3.19 Google map showing location of socio-economics monitoring 3.79

3.20 Photo graphic proof of Socio-Economic monitoring 3.80

3.21 Population Distribution In the study area 3.83

3.22 Literacy status in the study area 3.85

3.23 Distribution of workers 3.87

3.24 Distribution of Basic amenitiies 3.91

3.25 Image showing Traffic surveying locations 3.95

3.26 Photographic proof of traffic survey 3.98

4.1 Ground Level Concentration of PM10 4.23

4.2 Ground Level Concentration of SO2 4.24

4.3 Ground Level Concentration of NO2 4.25

4.4 Ground Level Concentration of HCl 4.26

4.5 Ground Level Concentration of Cl2 4.27

7.1 Chlorine Toxic dispersion

(5 m/s weather condition – stability class D)

7.43

7.2 Chlorine Toxic dispersion

(1.5 m/s weather condition – stability class F)

7.44

7.3 MCB solvent Toxic dispersion


7.45

7.4 MCB solvent BLEVE (1.5 m/s weather condition – stability class F) 7.46

7.5 Hydrochloric acid Toxic Dispersion


7.47

7.6 Hydrochloric acid Toxic Dispersion

(5 m/s weather condition – stability class D)

7.48

7.7 Off-site emergency plan 7.74






INDEX 51

FIGURE

NO. LIST OF FIGURES

PAGE

NO.

10.1 Environmental Management Cell 10.3

LIST OF ANNEXURES

ANNEXURE

NO. LIST OF ANNEXURES

1 TOR Letter issued by MoEF&CC, New Delhi 2 Land possession document including NA permission 3 CGWA Permission 4 Meteorological data 5 Baseline Monitoring Reports 6 MSDS of Raw materials & Products 7 NABET Accredited certificate 8 NABL Accredited certificate 9 Baseline Network design

10 Ecology Annexure 11 Ionic balance surface water and ground water 12 Socio ecology datasheet 13 CWLW submission proof & Schedule – 1 conservation plan 14 EC- NOC

TOR

& IT’S COMPLIANCE




T. R. Associates, Ahmedabad NABET Accredited

TOR Compliance 1

TERMS OF REFERENCE (TOR) COMPLIANCE

Compliance statement is prepared for Terms of Reference received wide letter no.:- IA-J-

11011/84/2021-IA-II(I) dated 12th March 2021 (Attached as Annexure–1) for proposed project to manufacture different types pigments. TOR. No.

TOR Condition Compliance status Page No.

A STANDARD TERMS OF REFERENCE 1 Executive Summary Executive summary in English and Vernacular

language (Gujarati) is given in EIA report before ToR compliance.

--

2 Introduction I Details of the EIA

Consultant including NABET accreditation.

T. R. Associates is NABET accredited consultant. (Certificate no. NABET/EIA/1922/RA0142 (Rev.01)) dated 26/12/2019 valid up to 9/10/2022. Accreditation certificate is given in Annexure - 7.

--

II Information about the project proponent.

Mehul Kachrola & Jagdish Dalsaniya are two partners, for more details refer section 1.3 of Chapter – 1

1.2

III Importance and benefits of the project.

Social development is the main benefits of the project. For details please refer section 1.4 of Chapter – 1

1.3

3 Project Description I Cost of project & time of

completion. Total cost of project is 1100 lakh; the break-up of cost and time duration is given in Table 2.3 and section 2.6 of Chapter – 2.

2.12

II Products with capacities for the proposed project.

There will be total 16 products and total production capacity will be 210 MT/Month. Refer section 1.1 of Chapter – 1.

1.1

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

Not Applicable --

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

Raw materials will be purchased from local Traders and mode of transport will be road and rail. The details of the raw material required are given in Table 2-4. Storage detail of raw materials and products are given in Table 2-4 and 2-5.

2.47

V Other chemicals & materials required with quantities and storage capacities.

VI Details of Emission, Details of air emission are given in Section – 2.58 &





TOR Compliance 2

TOR. No.


effluents, hazardous waste generation and their management.

2.11.2 of Chapter - 2. 2.59 Details of effluent are given in Section – 2.11.1.1, 2.11.1.2 of Chapter - 2.

2.55

Details of hazardous waste generation & their management are given in Section- 2.11.3 of Chapter - 2.

2.61

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

Fresh Water requirement (152.9 KLD) is given in Section 2.11.1 of Chapter – 2. The unit has already made application for obtaining permission from CGWA & that is attached as Annexure – 3. Water balance diagram is shown in Figure 2.10.

2.52 & 2.54

Power consumption with source of supply – 300 KVA from PGVCL.

--

60 persons, skilled & unskilled --

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

Process description along with chemical reaction, material balance, and process flow diagram is given in Section–2.7 of Chapter – 2.

2.13

Details of plant machineries are given in section – 2.9.5 of Chapter – 2.

2.49

IX Hazard identification and details of proposed safety systems.

Refer Section 7.3 and Table 7.4 7.2 & 7.14

X Expansion/modernization proposals: 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 Forest 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,

NA





TOR Compliance 3

TOR. No.


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. 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 form the SPCB shall be submitted.

4 Site Details I Location of the project

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

Details regarding location of the project site covering village, Taluka/Tehsil, District and State etc. is given in section 2.3 of Chapter - 2.

2.1

Justification of site selection is given in Section – 2.3.2 of Chapter – 2.

2.6

II A toposheet 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).

Survey of India Toposheet is given wide Figure 2.4.

2.5

III Details w.r.t. option analysis for selection of

Refer Section 1.5 of chapter -1 & section 5.3 of chapter - 5

1.6 & 5.1





TOR Compliance 4

TOR. No.


site. IV Co-ordinates (lat-long) of

all four corners of the site.

NODE LATITUDE LONGITUDE

A 22°36'28.35"N 70°35'55.57"E

B 22°36'28.44"N 70°35'58.80"E

C 22°36'22.64"N 70°35'59.37"E

D 22°36'21.77"N 70°35'59.41"E

E 22°36'20.53"N 70°35'59.39"E

F 22°36'20.82"N 70°35'55.44"E

G 22°36'22.75"N 70°35'55.53"E

H 22°36'23.61"N 70°35'55.51"E

--

V Google map-Earth downloaded of the project site.

Google image showing nearby facilities in 1,5,10 km Radius study area of project site is given in Figure 2.2, 2.3, 2.6, 2.7

2.3 & 2.4, 2.9

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.

Layout map showing location and size of proposed infrastructure facilities such as production area, raw material & product storage area, utilities & ETP area etc. is given wide Figure 2.9.

2.11

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

Refer Figure 2.5 of Chapter-2 for photographs of proposed plant site.

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).

Land use break-up of total land for proposed project site is given in Table 2.2

2.10

Project site is an open area which is presently not being used for any purposes. N.A permission is attached as Annexure -2.

--

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

List of major industries with type of production is given in Table 2.0.

2.7

Land use details of study area are given wide Table 3.26 & Figure 3.13

3.54 to 3.60





TOR Compliance 5

TOR. No.


use details of the study area.

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

Refer Section 3.6 of Chapter – 3. 3.50

XI Details of Drainage of the project up to 5 km radius of study area. If the site is 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).

There is Aji river in the near vicinity of project site which is 2.8 km away in NW direction. For drainage pattern please Refer Section 3.6 of Chapter – 3.

3.50

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.

Land is already acquired. Land documents attached as Annexure – 2.

--

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

Not applicable as this project is to be established on a non-agricultural land and no R&R is involved.

--

5 Forest and wildlife related issues (if 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 as there is no forest land in 10 km study area.

--

II Land use 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).

Land use details of the study area are given in Figure 3.13. There is no forest land involved in proposed project.

3.58

III Status of Application submitted for obtaining the

Not applicable as there is no forest land in 10 km study area.

--





TOR Compliance 6

TOR. No.


stage I forestry clearance along with latest status 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 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 as there is no National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals in 10 km study area. There is no reserved forest in 10 km circle area. Nearest Sanctuary is rampara wildlife sanctuary 33.2 km away in ESE direction.

--

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.

Yes, Indian peafowl, pied harrier & Shikra are observed and conservation plan of the same & submission proof of CWLW is attached as Annexure – 13.

--

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 micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall.

Site-specific primary meteorological data is attached as Annexure -4.

--





TOR Compliance 7

TOR. No.


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.

Baseline methodology for selection of ambient air quality monitoring locations is given in Section 3.2.2 Ambient air monitoring Locations are shown in table 3.4 and figure 3.3 of chapter – 3.

3.9, 3.10

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.

Raw data of all AAQ measurement for 12 weeks of all stations along with – min., max., average and 98% values is given in Annexure –5 and table 3.8 of chapter – 3.

3.12

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

It may be noted that there is only one river, Aji river 3.66 km from the project site. Refer Table 3.16(A), figure 3.8 and table 3.18 of Chapter – 3 for surface water quality monitoring locations and results.

3.32 & 3.37

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

There is no such polluted stretch of river identified by the CPCB /MoEF & CC in study area of project site.

--

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

Refer Table 3.15(A), figure 3.8 and table 3.17 of Chapter – 3 for ground water quality monitoring locations & results.

3.31- 3.32 &

3.34 VII Noise levels monitoring at

8 locations within the study area.

Noise level monitoring at 8 locations is given in Section –3.3.1.

3.22

VIII Soil Characteristic as per CPCB guidelines.

Soil characteristics are given in table 3.23 3.48





TOR Compliance 8

TOR. No.


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.

Existing traffic counts measured at a state highway – 22 within the study area is given in Section- 3.10 & 4.8

3.95, 4.27

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 are found within the study area, a Wildlife Conservation Plan shall be prepared and furnished.

Detailed description of flora and fauna is given in Section- 3.8 and wildlife conservation plan for Schedule-I fauna is attaché as Annexure - 13.

3.64

XI Socio-economic status of the study area.

Socio-economic status of study area is given in Section – 3.9.

3.76

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 Modelling 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 modelling shall also be provided. The air quality contours shall be plotted

AQIP Modelling is not applicable as proposed unit is located in flat terrain. The input data for air quality model used are given in Section 4.5. Ground level concentrations plots (air quality contours) for PM10, SO2, NO2, HCl, Cl2 using AERMOD View-9.0 is given wide Figure 4.1-4.5 respectively. The predicted 24 hourly short term incremental concentrations for PM10, SO2 & NO2 HCl, Cl2 are given wide Table 4.8 to 4.12 respectively.

4.15

4.18

4.23





TOR Compliance 9

TOR. No.


on a location map showing the location of project site, habitation nearby, sensitive receptors, if any.

II Water Quality modelling – in case of discharge in water body

No wastewater will be discharged in surface water streams as ETP is zero liquid discharge; hence not applicable.

--

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.

Impact of air quality due to transportation of raw material is included in air quality modelling. For all the raw material and products road transportation will be proposed, hence expansion on traffic load on SH-22 is assessed. Proposed expansion in traffic load on SH-22 is given in section 4.8.

4.32

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

Water requirement, wastewater generation, waste water treatment, characteristics of untreated and treated effluent, and schematic diagram of effluent treatment scheme is given in Section 2.11.1 of Chapter 2.

2.52

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

Details of flue gas stack and process gas stack along with details of measures proposed to meet emission standard are given in section 2.11.2.1 & 2.11.2.2 of Chapter - 2

2.58-2.59

VI Measures for fugitive emission control

Fugitive emission control measures are given in section 2.11.2.3 of Chapter - 2

2.60

VII Details of hazardous waste generation and their storage, utilization and management. Copies of MOU regarding utilization of solid and hazardous

Details of hazardous waste generation and their storage, utilization and management is given wide Table 2-15 of Chapter – 2.

2.61





TOR Compliance 10

TOR. No.


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.

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 will be generated due to burning of fuel in steam boiler. It will be collected & sold to brick manufacturer units. The details are shown in section 2.11.3.1 of chapter - 2

2.62

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.

Approximately 2364 nos. of trees will be planted in 7881 sq. mt. green belt area. For details please refer Section - 10.5 for Green Belt Development Plan.

10.10

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.

Action plan for rainwater harvesting is given in Section - 10.6.

10.11

XI Total capital cost and recurring cost/annum for environmental pollution control measures shall be included.

Capital cost for Environment management will be 183.43 lakhs and recurring cost for Environment Protection per annum will be 207.42 lakhs Rs. The details are given in Table 10.3, 10.3A & 10.4.

10.15-10.19





TOR Compliance 11

TOR. No.


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

Action plan for post-project environmental monitoring is given in Table 6.1.

6.2

XIII Onsite and Offsite 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.

Refer Section 7.7.4 & 7.7.5 of Chapter – 7 7.57 & 7.72

8 Occupational health I Plan and fund allocation to

ensure the occupational health & safety of all contract and casual workers

Plan to ensure occupational health & safety of all contract and casual workers is given in section 10.7. Fund allocation for occupational health & safety will be 4.05 lakhs. The detail is shown in table 10.3 A of Chapter - 10

10.13, 10.19

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 analysed data of above mentioned parameters as per age, sex, duration of exposure and department wise.

Unit will regularly carry out medical checkup of the workers and will maintain records for the same.

-

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,

There are no existing Occupational & Safety hazards as unit is still proposed. However, safety hazard is described in Table 7.4 of chapter 7 and Table 7.1 of chapter 7

7.14 7.4





TOR Compliance 12

TOR. No.


what measures the company has adopted to keep them within PEL so that health of the workers can be preserved,

IV Annual report of health status of workers with special reference to Occupational Health and Safety.

Will be maintained. -

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.

At present, we have not laid down environment

policy. We will certainly lay down such a policy. --

II Does the Environment Policy prescribe for standard operating process /procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.

Our unit has yet not started production.

Nevertheless, we shall see to it that Environmental

Policy that we have frozen will bring things into

focus and any future issues related to the

environment.

--

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.

Please refer in Section 10.3.3 of Chapter – 10. 10.3

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

At present, we have not set-up such system. However, we shall definitely set up a system to report such issues to board of directors, shareholders as well as stakeholders.

--





TOR Compliance 13

TOR. No.


be detailed in the EIA report

10 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.

Workers including casual workers such as truck drivers will be provided with basic amenities like water supply, sanitation facilities, first aid, personal protective equipments, approach roads, communication etc.

--

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.

As per MoEF&CC Office Memorandum F.NO. 22-67/2017-IA III, MoEF&CC, New Delhi, dated on 1st May 2018 project proponent will earmark 2 % of capital investment (i.e., 2 % of 1100 lakhs = Rs. 22 Lakh), towards the Corporate Environment Responsibility. For details of CER activities please refer Section 8.5.

8.3

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.

Not Applicable. --

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

Complied. --

B SPECIFIC TERMS OF REFERENCE





TOR Compliance 14

TOR. No.


1 Details on solvents to be used, measures for solvent recovery and for emissions control

There will be only one solvent mono chloro benzene and detail about recovery is given in section 2.10(A) of chapter 2.

2.51

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

There will be process gas emissions from the proposed unit and details given in section 2.11.2.2 of chapter 2.

2.59

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

PM10, PM2.5, SO2, NO2, CO & VOCs, HCl, Cl2 have been monitored and results are presented in Table 3.8 of Chapter-3. Other pollutants are not applicable to this project.

3.12

4 Work zone monitoring arrangements for hazardous chemicals.

Register (Form no.37) for work zone air

monitoring will be done regularly after getting

the EC from concern authority.

--

5 Detailed effluent treatment scheme including segregation of effluent streams for units adopting ‘Zero’ liquid discharge

The proposed treatment scheme for industrial effluent is given in section 2.11.1.2 of Chapter - 2.

2.55

6 Action plan for odour control to be submitted

Refer section 10.4.2 of Chapter – 10 for requisite details.

10.5

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

Not Applicable as there is no any organic hazardous waste will be generated from proposed project.

--

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

Proposed unit will be “Zero” discharge unit. So,

CETP membership is not required and unit will

obtain member ship of TSDF & CHWIF for

hazardous waste disposal after getting EC from

concern authority.

9 Action plan for utilization of MEE/dryers salts

Not Applicable as unit will send MEE salt to TSDF

site.

10 Material Safety Data Sheet for all chemicals that are being used/will be used

Attached as Annexure – 6. --

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

Unit will obtain member ship of TSDF site and

CHWIF for hazardous waste disposal after getting

EC from concern authority.

--





TOR Compliance 15

TOR. No.


TSDF. 12 Details of incinerator if to

be installed. Not applicable. --

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

Please refer table 7-4 in Chapter 7. 7.14

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

Please refer table 7-4 in Chapter 7. 7.14

EXECUTIVE SUMMARY




T. R. Associates (Ahmedabad)

NABET Accredited

Executive Summary - English

1

EXECUTIVE SUMMARY – ENGLISH & GUJARATI

Executive Summary – ENGLISH

1. INTRODUCTION

M/s. Gajanan Organics LLP is a partnership firm proposing to set up a small scale pigments

Manufacturing unit at Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1, Latipar-Tankara

road, Village:Bangavadi, Taluka:Tankara & District : Morbi,Gujarat. Proposed production of

Pigments will be of 210 MT/Month. Production details are given below:

Sr. No. Name of the Product Production

Capacity (MT/Month)

CI Number

1. Pigment Phthalocyanine Green 7 200 1328-53-6

Group 1 2. Pigment Orange 13

10

3520-72-7 3. Pigment Orange 34 15793-73-4 4. Pigment Red 2 6041-94-7

5. Pigment Red 3 2425-85-6

6. Pigment Red 4 2814-77-9 7. Pigment Red 48:2 7023-61-2 8. Pigment Red 49 1103-39-5 9. Pigment Red 53:1 5160-02-1 10. Pigment Red 57:1 5281-04-9 11. Pigment Red 63:1 6417-83-0 12. Pigment Red 112 6535-46-2 13. Pigment Yellow 1 2512-29-0 14. Pigment Yellow 12 6358-85-6 15. Pigment Yellow 13 5102-83-0

16. Pigment Yellow 83 5567-15-7

Total Production Capacity 210 --

M/s. Gajanan Organics LLP has a total plot area of 22662 m2. Out of the stated 22662 m2 of

land area approximately 7881 m2 is green belt area (approx. 34.78 % of the total land area). The

total estimated cost of the proposed project is Rs. 1100 Lakhs. Total budget allocation towards

Environmental Management Facilities will be approx. Rs. 183.43 Lakhs.

M/s. T. R. Associates (NABET Accredited EIA Consultant) was appointed by M/s. Gajanan

Organics LLP to carry out the Environmental Impact Assessment study for their proposed

project.

The study of Environment Impact assessment (EIA) is based on baseline studies carried out

during the month of October, 2020 to December, 2020. The environmental parameters (ambient

air, water, soil, noise, flora and fauna) selected for study are those, which are likely to be most

affected by the proposed project. The study area is defined as an area within 10 km radius from

center of the project site.





NABET Accredited


2

Salient Features within 10 km radius surroundings area as follows:

Sr. No. Important Features Description

1 Location Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1, Latipar-Tankara road, Village: Bangavadi, Taluka: Tankara & District: Morbi, Gujarat.

2 GPS Coordinates Latitude: 22°36'28.35"N Longitude: 70°35'55.57"E

3 Temperature Range 20.9˚C to 34.1˚C

4 Mean Sea Level 45 m

5 Annual Rain Fall 596 mm (average)

6 Nearest Railway Station Padadhari Railway station 19.53 km SSE direction

7 Nearest Airport Rajkot airport 37.8 km SE direction

8 Nearest Town Dhrol 18.7 km WSW direction

9 Nearest Village Bangavadi 2.1 km in NNE direction

10 Nearest National Highway NH 947 – 19 km WSW direction

11 Nearest State Highway SH 22 – 0.01 km in S direction

12 Nearest River/Water body Bangavadi reservoir 1.5 km NE direction Aji river 2.8 km NW direction

13 National Parks / Sanctuary None within 10 km radius. Nearest Sanctuary Rampara wildlife sanctuary 33.2 km away in ESE direction.

14 Nearest Reserved Forest None within 10 km radius

2. AIR ENVIRONMENT

The base line Ambient Air Quality (AAQ) status within 10 km study area has been assessed

through a monitoring network of 8 AAQ sampling stations during October, 2020 to December,

2020. Design of network for Ambient Air Quality monitoring locations were decided on

meteorology & available infrastructure facilities. The base-line Ambient Air Quality of the study

area was monitored for SO2, NOx, PM2.5, PM10, CO, VOC, HCl and cl2. The result for the same is

given as below:

Location Village

Results (98th Percentile) PM2.5 PM10 SO2 NO2

Project Site 44.58 75.6 17.35 27.26

Vaghgadh 32.75 61.6 16.06 26.14

Otala 45.55 78.2 20.5 34.49

Bangavadi 41.63 72.61 15.58 24.99

Latipur 49.73 81.21 20.72 38.63 Thoriyali paddhari

38.9 70.73 16.48 29.83

Khodapipar 35.63 64.83 9.78 20.96

Devaliya 37.83 67.9 13.71 31.73





NABET Accredited


3

Permissible limit

[NAAQ standards-

2009]

60 µg/m3

100 µg/m3 80 µg/m3 80 µg/m3

Note: CO: Not Detected; VOC: Not Detected, Cl2 and HCl is found B.D.L. (D.L. = 5)

Analysis of ambient air samples revealed that the Air quality is found well within the prescribed

limits of National Ambient Air Quality standards.

The main source of gaseous emission is flue gas emission and process gas emission, in which

flue gas emission will be takes place from stack attached to Boiler, TFH and HAG. The fuel used

will be Briquettes or Indonesian coal and total fuel requirement for proposed project will be

9.83 MT/day for Indonesian coal or 13.52 MT/day for Briquettes. Stack height of 30 m will be

provided separately for Boiler, TFH and HAG for proper atmosphere dispersion of pollutants.

The probable emitted pollutants will be SPM, SO2& NO2 and to control this pollutants multi

cyclone dust collector, bag filter and water scrubber will be provided as APCM. Since Diesel is

used as a fuel for D. G. Set (back–up system) the flue gas emission will also be well within

prescribed norms and adequate stack height will be provided as air pollution control measures

for D. G. Set. As well as process gas emission will be take place from reaction vessel, spin flash

dryer, tray dryer and to control that adequate APCM system will be provided.

3. WATER ENVIRONMENT

Base - line data affirm that overall quality of both surface & ground water is suitable for

domestic activity including agricultural activity as per drinking water quality standards IS

10500. Ground water quality in the area meets the Water Quality Standards (IS 10500) for

drinking water except for pH, total hardness, magnesium and TDS at some locations and Surface

water quality in the area meets the Water Quality Standards (IS 10500) for drinking water

except for pH, total hardness, magnesium and TDS at some locations and total coliform has been

found in the surface water of all the villages. The surface water of all locations can be used for

domestic and agricultural purpose after primary treatment.

A. Water Requirement

The total fresh water requirement for the proposed project will be 152.9 KL/day Out of this

said water quantity 4.5 kl/day will be used for domestic purpose, 133.44 kl/day will be used

for industrial activities and 14.96 kl/day will be used for greenbelt development purpose. The

required water will be obtained through Bore well.

B. Wastewater Generation and its Disposal

The total generation of industrial wastewater will be 195.06 kl/day. The domestic wastewater

(4.2 Kl/day) generated will be sent to soak pit via septic tank.

Industrial wastewater will be generated from boiler, cooling tower, washing, manufacturing

process & RO plant. First of all wastewater from process and washing activity collected in

collection tank Then effluent shall be passed through Oil & Grease Removal Tank. Then effluent

shall be collected in Collection cum neutralization tank. Alum and Polyelectrolyte shall be dosed





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from Alum Dosing Tank (ADT) and Polyelectrolyte Dosing Tank (PEDT) respectively by gravity

into collection cum neutralization tank to carry out coagulation. Then after, wastewater shall go

to primary Settling Tank-1 (PST-1). Clear water from PST collected in holding tank where RO

reject is mixed with it and then passes through multi effect evaporator followed by ATFD.

Condensate from MEE shall reuse in Process and solids from ATFD shall be collected and stored

in SHW storage area for disposal in TSDF.

Now from dilute stream total 5.14 KLD of wastewater will be generated from cooling tower

blow down, boiler blow down and RO reject. It will be collected in Collection cum Neutralization

Tank. Effluent will be then neutralized using Lime & Alum and then after, wastewater shall go to

primary Settling Tank-2 (PST-2). Sludge shall be removed from bottom of PST-2 and clear water

send to RO. Permeate shall be reuse in process and reject water will be send to MEE.

Evaporation residue from evaporator will be handled with ETP sludge. ETP sludge along with

evaporation residue from evaporator will be disposed off at TSDF site. Thus, the unit will

maintain Zero Effluent Discharge.

4. LAND / SOIL ENVIRONMENT

During operation activity the impact of air, water and solid waste pollution on soil causes direct

/ indirect effect on soil.

As all necessary air pollution control steps are provided therefore there will not be any adverse

impact of air pollution on soil from proposed project.

It may be noted that there will be no disposal of untreated effluent on land. So, there will be no

adverse effect on land / soil due to water.

All necessary control steps are provided for handling, storage and disposal of solid/hazardous

waste generated from the plant. Thus, there will not be any significant impact of

solid/hazardous waste on the soil environment.

5. NOISE ENVIRONMENT

Noise level was recorded at 8 locations within the study area to provide the baseline data to

describe the existing situations.

Sr. No.

Location

Noise Level (Leq) in dBA

(Day Time)

Noise Level (Leq) in dBA

(Night Time)

Measured Permissible

Limit Measured

Permissible Limit

1 Project Site 48.9 75 42.5 70 2 Otala 60.7 65 45.4 55 3 Devaliya 51.8 55 43.2 45 4 Bangavadi 44.6 50 35.9 40 5 Timbdi 47.8 55 38.2 45 6 Khakhra 49.5 55 40.3 45 7 Thoriyali Paddhari 43.9 50 32.8 40 8 khodapipar 59.3 65 50.5 55

Sound levels had been recorded according to IS: 9989:1991 (Reaffirmed 2001). The maximum

noise level measured in the study area was 63.3 dB (A) in day time and 48.2 dB (A) in night time





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at Otala, which were below the stipulated standards. The noise levels (Leq) of the residential

area within the impact zone varied from 43.9 – 60.7 dB (A) in the day time and 32.8 – 50.5 dB

(A) in the night time.

6. SOCIO-ECONOMIC ENVIRONMENT

An assessment of socio-economic environment forms an integral part of an EIA study. Socio-

economic environment – demographic & related socio-economic data was collected from

District Census Handbook to assess socio-economic status of the study area.

For proposed project activity, total 60 nos. of skilled and unskilled employees/workers will be

required. The indirect employment will be generated by way of transportation, shopkeepers

and other casual employment for many people.

Local people will be given preference wherever found suitable for all the jobs in the plant.

Economic status of the local people will improve due to the increased business opportunities,

thereby, making a positive impact. Educational, medical and housing facilities in the study area

will considerably improve.

7. ECOLOGY & BIODIVERSITY

Ecology & Biodiversity study reported a total of 130 plant species, 7 Herpetofauna, 38 birds and

6 species of mammals from the buffer zone of M/s. Gajanan Organics LLP. However, no

threatened biodiversity was reported with high density or richness from the core and buffer

zones of the study area.

3 Schedule 1 species (Indian peafowl, Shikra and Pied Harrier) was found in the buffer area for that conservation is already prepared. In addition, no true multi species forest type was recorded in the vicinity of the five kilometre radius of the project site. There are no direct or indirect threats predicted due to production at project location. The terrestrial ecosystem is considerably free from the project related impacts as the project associated activities do not required any additional land.

8. SOLID WASTE MANAGEMENT

The main hazardous waste generation will be ETP Sludge & Evaporation Residue, Sodium

hypochlorite solution (20%), Spent hydrochloric acid (25 % HCL), Aluminium Chloride solution,

Spent carbon, Spent solvent, Used Oil & Discarded Plastic Bags/Drums.

ETP Sludge & Evaporation Residue will be disposed off at approved TSDF site. Spent carbon will

be disposed off at approved CHWIF site. Used Oil will be reused within premises as a lubricant

or sold to registered recycler. Sodium hypochlorite solution (20%) Spent hydrochloric acid (25

% HCL); Aluminium Chloride solution will be sold to approved rule 9 vendor. Spent solvent will

be reuse in manufacturing process. Discarded Plastic Bags/Drums will be sold to authorized

vendor.

The unit will provide isolated area for the storage of hazardous waste. Thus, hazardous waste

management system provided by the unit will be adequate and there will not be any major

impact on the environment due to hazardous waste.





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9. ENVIRONMENTAL MANAGEMENT PLAN

An Environmental Management Plan has been prepared for mitigation of the adverse impacts.

The Environmental Management Plan describes in brief, the management’s plan for proper and

adequate implementation of treatment and control system for pollutants and for maintaining

the environment. It also include development of green belt, proper safety of workers,

environmental monitoring plan, rain water harvesting, fire protection system and measures etc.

An Environmental Management Cell will be formed for effective implementation of

Environmental Management Plan.

10. ENVIRONMENT MONITORING PROGRAM

Monitoring of environmental factors will enable us to identify the changes in the environmental

impacts at various locations and their mitigative measures. To ensure the effective

implementation of the EMP, monitoring of ambient air quality, stack emissions, analysis &

monitoring of water environment and noise level will be carried out as required / specified by

statutory authority.

11. RISK ASSESSMENT

Risk analysis and study have been carried out for identification of hazards, selection of

maximum credible scenarios, risk mitigation measures etc. All the hazardous chemicals will be

stored and handled as per MSDS guidelines. Personal protective equipment’s will be provided to

the workers.

12. GREEN BELT DEVELOPMENT

A greenbelt of approximately 34.78 % of total plot area (22662 m2) will be developed within the project site to minimize the air pollution, noise pollution, balancing eco-environment, soil erosion / protection etc. Greenbelt area is 7881 m2 of the total plot area.

13. PROJECT BENEFITS

The proposed project will become beneficial to the surrounding area or community in terms of

infrastructural development, social development, employment and other benefits.

The proposed project has a potential for employment of skilled, semi-skilled and unskilled

employees during operation phase. A total of 60 persons are likely to get direct employment due

to the proposed project. The project gives 2% of project cost for socio-economic development

activities in surrounding villages which will be continued further.

14. CONCLUSION

Negligible impacts will occur on air quality. However, all the necessary air pollution

control measures will be provided.

No ecological damage will occur.

No adverse impacts will occur on water environment.

Local employment opportunities will increase.





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Various other environment parameters like Forest/ National Park/ Sanctuary and

Religious / Historical Places will not be affected.

Environment Management Plan has been formulated to control all the pollutant

parameters and Environment Management Cell will be set-up to ensure that these

parameters do not exceed the norms set out by the concerned authorities.

After commissioning of the proposed project, the Environmental Management Cell will

take care of all the pollution control measures.

It can be concluded on a positive note that after the implementation of the mitigation measures

and environmental management plan during the construction & operational phase, there will be

negligible impact on the environment due to the proposed project.

પ્રસ્તાવલત વગ્ભેંટ્વ ભેન્યપેુક્ચરયિંગ યવુનટ ભાટે

માાલયણીમ વય અકાયણી શલેાર

મેસસસ ગજાનન ઓગસનનક્સ એએી વલે નફંય: ૨૯૨/૫ ૈકી ૧, ૨૯૨/૬ ૈકી ૧, ૨૯૨/૭ ૈકી ૧,

૨૯૨/૮ ૈકી ૧, રતીયુ-ટંકાયા યોડ, ગાભ: ફગંાલડી, તાલકુો: ટંકાયા ને જીલ્રો: ભોયફી, ગજુયાત.


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Executive Summary - Gujarati

1

EXECUTIVE SUMMARY – GUJARATI સકં્ષીપ્ત અહળેા

૧. પ્રસ્તાળના:-

ભેવવા ગજાનન ઓગાવનક્વ એરએરી એ પ્રસ્તાવલત એકભ છે. અ પ્રસ્તાવલત એકભ વલ ે

નફંય: ૨૯૨/૫ ૈકી ૧, ૨૯૨/૬ ૈકી ૧, ૨૯૨/૭ ૈકી ૧, ૨૯૨/૮ ૈકી ૧, રતીયુ-ટંકાયા યોડ, ગાભ:

ફગંાલડી, તાલકુો: ટંકાયા ને જીલ્રો: ભોયફી, ગજુયાત, યાજમ ખાતે વીન્થેટીક ઓગેવનક

કેવભકર(રગ રગ પ્રકાય ના વગ્ભેંટ્વ) નુ ંઈત્ાદન કયલા ભાટેની દયખાસ્ત કયેર છે. પ્રસ્તાનળત પ્રોડક્ટ(ઉત્ાદન)ની નળગત

ક્રમાકં પ્રોડક્ટન ંનામ ક્ષમતા CI નબંર

૧ વગ્ભેંટ થેરોવામનીન

ગ્રીન ૭ ૨૦૦ ભેટ્રીક ટન/ભાવ

૧૩૨૮-૫૩-૬

ગ્રુ ૧

૨ વગ્ભેંટ ઓયેંજ ૧૩

૧૦ ભેટ્રીક ટન/ભાવ

૩૫૨૦-૭૨-૭ ૩ વગ્ભેંટ ઓયેંજ ૩૪ ૧૫૭૯૩-૭૩-૪ ૪ વગ્ભેંટ યેડ ૨ ૬૦૪૧-૯૪-૭ ૫ વગ્ભેંટ યેડ ૩ ૨૪૨૫-૮૫-૬ ૬ વગ્ભેંટ યેડ ૪ ૨૮૧૪-૭૭-૯ ૭ વગ્ભેંટ યેડ ૪૮:૨ ૭૦૨૩-૬૧-૨ ૮ વગ્ભેંટ યેડ ૪૯ ૧૧૦૩-૩૯-૫ ૯ વગ્ભેંટ યેડ ૫૩:૧ ૫૧૬૦-૦૨-૧ ૧૦ વગ્ભેંટ યેડ ૫૭:૧ ૫૨૮૧-૦૪-૯ ૧૧ વગ્ભેંટ યેડ ૬૩:૧ ૬૪૧૭-૮૩-૦ ૧૨ વગ્ભેંટ યેડ ૧૧૨ ૬૫૩૫-૪૬-૨ ૧૩ વગ્ભેંટ મલ્રો ૧ ૨૫૧૨-૨૯-૦






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૧૪ વગ્ભેંટ મલ્રો ૧૨ ૬૩૫૮-૮૫-૬ ૧૫ વગ્ભેંટ મલ્રો ૧૩ ૫૧૦૨-૮૩-૦ ૧૬ વગ્ભેંટ મલ્રો ૮૩ ૫૫૬૭-૧૫-૭

ટોટ ઉત્ાદન ક્ષમતા ૨૧૦ મેટ્રીક ટન/માસ

--

પ્રસ્તાવલત ભેવવા ગજાનન ઓગાવનક્વ એરએરી એકભનો કુર વલસ્તાય અળયે ૨૨૬૬૨ ચો.

ભીટય છે. જેભાથંી ૭૮૮૧ ચો.ભી (અળયે કુર વલસ્તાયના ૩૪.૭૮%) જભીન ગ્રીન ફેલ્ટ ભાટે

પાલલાભા ંઅલળે. ફીનખેતી ભાટેની ભજૂંયી ગાઈથી વફંવધત વત્તા ાવેથી જભીન ભાલરક

દ્વાયા ભેલેર છે.

પ્રસ્તાવલત એકભને પ્રસ્થાવત કયલાની રકિંભત રૂવમા ૧૧૦૦ રાખ થળે ને માાલયણીમ

વ્મલસ્થાન ધ્ધવત ભાટે અળયે રૂવમા ૧૮૩.૪૩ રાખ પાલલાભા ંઅલળ ે

ભેવવા ગજાનન ઓગાવનક્વ એરએરી દ્વાયા ભવેવા ટી. અય. એવોવીએટ્વની પ્રસ્તાવલત એકભનો માાલયણીમ વય અકાયણી ભ્માવ (EIA) કયલા ભાટે વનભણ ૂકં કયલાભા ંઅલેર છે. ત્રે નોંધનીમ છે કે રગ રગ પ્રકાય ના વગ્ભેંટ્વ(વીન્થેટીક ઓગેનીક કેવભકર)નુ ંપ્રસ્તાવલત ઈત્ાદન EIA નોટીપીકેળન-૨૦૦૬ ના વલબાગ-૫(એપ)ભા ં અલે છે. તદ્ઈયાતં એકભની જગ્મા સલૂચત ઓદ્યોલગક વલસ્તાયની ફશાય છે ને સલૂચત યીમોજના ૨૫ જૂન ૨૦૧૪ ના નોટીપીકેળન પ્રભાણે નાના ામાના ઓદ્યોલગક એકભ અંતગાત અલતો નથી તેથી MoEF & CC (Ministry Of Environment, Forest & Climate Change), નલી રદલ્શી ાવેથી માાલયણીમ ભજૂંયી(Environmental Clearance) ભેલલાની જરૂયીમાત યશરે છે. અ પ્રરિમાના બાગ રૂ ેમાાલયણીમ રોકસનુાલણી એ જાશયેનાભા પ્રભાણે તથા એક્ષ્ટા એપ્રાઇઝર કભીટી (આન્ડસ્ટ્રી-૩)એ યવુનટને અેરા TOR પ્રભાણે કયલાભા ંઅલળ.ે માાલયણ વય અકાયણી ભ્માવ (Environmental Impact Assessment Study) ઓક્ટોફય ૨૦૨૦ થી રડવેમ્ફય ૨૦૨૦ દયવભમાન કયલાભા ં અલેર છે. માાલયણીમ ઘટકો જેલા કે






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(અવાવ ની શલા, ાણી, જભીન,ધ્લવન, લનસ્વતઓ ને પ્રાણીઓ) જે પ્રસ્તાવલત એકભથી વય ાભી ળકે તેભ છે, તેનો ભ્માવ કયલાભા ંઅવ્મો છે. પ્રસ્તાવલત એકભને કેન્રભા ંરઇને ૧૦ રકભી. વત્રજ્માના લર્ ુાાકાય વલસ્તાયને ભ્માવવત કે્ષત્ર તયીકે નક્કી કયલાભા ંઅલેર છે. આસાસના ૧૦ કકમી નિજ્યાના નળસ્તારની મ ખ્ય ાક્ષણણકતાઓ નીચે પ્રમાણે છે.

ક્રમાકં મ ખ્ય ાક્ષણણક્તાઓ ળણસન

૧ પ્રસ્તાવલત એકભનુ ંસ્થાન વલે નફંય: ૨૯૨/૫ ૈકી ૧, ૨૯૨/૬ ૈકી ૧, ૨૯૨/૭ ૈકી ૧, ૨૯૨/૮ ૈકી ૧, રતીયુ-ટંકાયા યોડ, ગાભ:

ફગંાલડી, તાલકુો: ટંકાયા ને જીલ્રો: ભોયફી, ગજુયાત,

૨ ક્ષાળં – યેખાળં ક્ષાળં:- ૨૨° ૩૬' ૨૮.૩૫"N યેખાળં:- ૭૦° ૩૫' ૫૫.૫૭"E

૩ તાભાન ૨૦.૯ °વે. થી ૩૪.૧ °વે. (વયેયાળ) ૪ વમરુી સ્તયના વયેયાળ ૪૫ ભીટય ૫ લાવિક લયવાદ ૫૯૬ ભી.ભી(વયેયાળ) ૬ નજીક નુ ંયેલ્લે સ્ટેળન ડધયી યેલ્લે સ્ટેળન–૧૯.૫૩ રકભી in SSE ૭ નજીક નુ ંએયોટા યાજકોટ એયોટા–૩૭.૮ રકભી in SE ૮ નજીક નુ ંળશયે ધ્રોર- ૧૮.૭ રકભી in WSW ૯ નજીક નુ ંગાભ ફગંાલડી –૨.૧ રકભી in NNE

૧૦ નજીકનો યાજ્મ ને યાષ્ટ્ટ્રીમ

ધોયીભાગા નેળનર શાઇલે ૯૪૭- ૧૯ રકભી in WSW

સ્ટેટ શાઆલે ૨૨- ૦.૦૧ રકભી in S

૧૧ નજીકના જભીન યના ાણીના

સ્ત્રોત ફગંાલડી રયવલોમય ૧.૫ રકભી in NE

અજી નદી –૨.૮ રકભી in NW

૧૨ નજીકના યાષ્ટ્ટ્રીમ ઈલન-જગંરી

પ્રાણીઓ ભાટેનુ ંભ્માયણ્મ

૧૦ રકભી વત્રજ્માના લર્ ુાાકાય વલસ્તાયભા ંકોઇ જોલા ભેર નથી. યાભયા જગંરી જીલન બમાયણ્મ –૩૩.૨

રકભી in ESE

૧૩ નજીકના અયક્ષીત લન વલસ્તાય ૧૦ રકભી વત્રજ્માના લર્ ુાાકાય વલસ્તાયભા ંકોઇ જોલા

ભેર નથી.






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૨. હળાન ંયાસળરણ (Air Environment) :-

પ્રલતાભાન અવાવની શલાની (Ambient Air) ગણુલત્તા જાણલા ભાટે પ્રસ્તાવલત એકભના

સ્થથી ૧૦ રકભી વત્રજ્માના લર્ ુાાકાય વલસ્તાયભા ં૮ રગ રગ સ્થેથી ઓક્ટોફય ૨૦૨૦

થી રડવેમ્ફય ૨૦૨૦ દયવભમાન નમનૂા રઇને તેની ચકાવણી કયલાભા ં અલી શતી. શલાની

ગણુલત્તા નક્કી કયલા ભાટેના સ્થની વદંગી લાયળુાસ્ત્ર, CPCB ની ભાગાદવળિકા ને નજીકની

પ્રાપ્તસવુલધાઓના અધાયે નક્કી કયેર શતી. શલાની ગણુલત્તા નક્કી કયલા ભાટે ારટિકર ભેટય

(PM10& PM2.5), વલ્પય ડામોકવાઇડ (SO2),નાઇટ્રોજન ડામોકવાઇડ(NO2),CO ને VOC,

HCl ને CL૨ ની ચકાવણી કયલાભા ંઅલી શતી.

જેના રયણાભો નીચેના ટેફરભા ંદળાાવ્મા મજુફ છે.

સ્થલ કરણામ (98thસેન્ટાઇ)

PM2.5 PM10 SO2 NO2 પ્રોજેક્ટ સાઈટ ૪૪.૫૮ ૭૫.૬ ૧૭.૩૫ ૨૭.૨૬ ળાઘગઢ ૩૨.૭૫ ૬૧.૬ ૧૬.૦૬ ૨૬.૧૪ ઓટાલા ૪૫.૫૫ ૭૮.૨ ૨૦.૫ ૩૪.૪૯ બગંાળડી ૪૧.૬૩ ૭૨.૬૧ ૧૫.૫૮ ૨૪.૯૯ તીપ ર ૪૯.૭૩ ૮૧.૨૧ ૨૦.૭૨ ૩૮.૬૩ થોરયાલી ડધરી

૩૮.૯ ૭૦.૭૩ ૧૬.૪૮ ૨૯.૮૩

ખોડાીર ૩૫.૬૩ ૬૪.૮૩ ૯.૭૮ ૨૦.૯૬ દેળલીયા ૩૭.૮૩ ૬૭.૯ ૧૩.૭૧ ૩૧.૭૩

સ્ળીકાયસ મયાસદા ૬૦ µg/m3 ૧૦૦ µg/m3 ૮૦ µg/m3 ૮૦ µg/m3

નોંધ:CO: Not Detected; VOC, Hcl, Cl2: Below Detectable Limit અવાવની શલાના રયણાભ યથી તાયણ કાઢી ળકામ કે શલાની ગણુલતા નેળનર એમ્ફીમટં

એયક્લોરીટીના ધાયાધોયણ મજુફ છે.






NABET Accredited


5

શલાના પ્રદૂણનો મખુ્મ સ્ત્રોત ચીભની ભાથંી નીકતા ફ્લ ૂ ગેવ ઈત્વજૉન કે જે ફોઆરય, ટી.એપ.એચ. ને એચ.એ.જી. ભાથંી વનકતો ધભુાડો છે. આન્ડોનેવળમન કોરવો/ફામો-કોરવાનો ઈમોગ ફતણ તયીકે થળે ને સલૂચત પ્રોજેક્ટ ભાટે કુર ફતણ અલશ્મકતા ૯.૮૩ ભેરટ્રક ટન/રદલવ આન્ડોનેવળમન કોરવો થલા ૧૩.૫૨ ટન/રદલવ ફામો-કોરવો શળે. પ્રદૂકોના મોગ્મ પેરાલભાટે લચભની ની ૩૦ વભટય ની ઉંચાઇ યાખલાભા ંઅલળે. સલૂચત એકભભા ંફોઆરય, ટી.એપ.એચ. ને એચ.એ.જી દ્વાયા ઈત્વજીત પ્રદૂકો PM, SO2, NO2 શળે. જેને વનમતં્રણભા ંયાખલા ભાટે શલા પ્રદૂણ વનમતં્રણ મતં્ર તયીકે ભલ્ટી વામકરોન વેયેટય ને ફેગ રપલ્ટય ને લોટય સ્િફય રગાલલાભા ંઅલળે. ડી.જી. વેટ ાલય પેરમય લખતે લાયલાભા ંઅલળે તેભા ંફતણ તયીકે રડઝરનો ઈમોગ કયલાભા ંઅલળે, જેથી ઈત્વજીત થતા પ્રદૂકો વનમત ભાત્રા ભા ંજ યશળેે. અભ કોઇ ણ શલા પ્રદૂણ વનમતં્રણ મતં્રની જરૂય તેના ભાટે યશતેી નથી. તથા રયમક્ટય તથા ડ્રામય ભાથંી નીકતા પ્રોવેવ ગેવ ઈત્વજૉન ના વનમતં્રણ ભાટે મોગ્મ શલા પ્રદૂણ વનમતં્રણ મતં્ર યાખલાભા અલળે. ૩. જલ યાસળરણ (Water Environment):- ભગૂબા જ તેભજ જભીન યના ાણીના નમનૂાઓની ગણુલત્તા યીક્ષણ યથી તાયણ કાઢી ળકામ કે ભ્માવવત વલસ્તાય નુ ં ભગૂબા જ તેભજ જભીન યનુ ં ાણી કૃવ પ્રવવૃત્ત વરશત સ્થાવનક પ્રવવૃત્ત ભાટે મોગ્મ છે.કેટરાક સ્થોના ભગૂબા જના ાણીના નમનૂાઓભા ં ીએચ, કઠણતા, ભેગ્નેવળમભ ને ક્ષાય તેભજ જભીન યના ાણીના નમનૂાઓભા ંીએચ, કઠણતા, ભેગ્નેવળમભ ને ક્ષાય ને કુર કોલરપોભા લધ ુભાત્રાભા ંજોલા ભેર છે તે વવલામ ભગૂબા જ તેભજ જભીન યનુ ંાણી ીલારામક ાણીની ગણુલત્તાના ધાયાધોયણો (અઆ.એવ. ૧૦૫૦૦) ની મજુફ છે. ાણીની જરૂરીયાત:-

પ્રસ્તાવલત યીમોજના ભાટે કુર ચોખા ાણીનો લયાળ ૧૫૨.૯ રકરોરીટય/રદલવ યશળેે

જેભાથંી ઘયગથ્થ ુલયાળ ભાટે ૪.૫ રકરોરીટય/રદલવ જેટલુ ંાણી લયાળે જ્માયે ઓદ્યોલગક

લયાળ ભાટે ૧૩૩.૪૪ રકરોરીટય/ રદલવ જેટલુ ંાણી તેભજ ગ્રીન ફેલ્ટ ડેલરોભેન્ટ ભાટે

૧૪.૯૬ રકરોરીટય/રદલવ જેટલુ ં ાણી લયાળે.પ્રસ્તાવલત યીમોજના ભાટે જરૂયી ાણી

ફોયલેર દ્વાયા ભેલલાભા ંઅલળે.






NABET Accredited


6

ગદંાાણીનો ઉદભળ અને ગદંાાણીનો નનકા:-

પ્રસ્તાવલત યીમોજના ભાથંી ૧૯૫.૦૬ રકરોરીટય/રદલવ જેટલુ ંગદું ાણી ઈદબલળે. અ ૈકી

ઘયગથ્થ ુગદંા ાણીનો વનકાર વોક્ીટ વીસ્ટભ દ્વાયા કયલાભા ંઅલળે.

પ્રસ્તાવલત યીમોજનાભા ં ઓદ્યોલગક ગદું ાણી ફોઇરય બ્રોડાઈન, કુરીંગ ટાલય જૉ,

અય.ઓ. રયજેક્ટ, ઈત્ાદન પ્રકીમા ને લોળીંગ જેલી પ્રરકમાઓ ભાથંી વનકળે.

ઈત્ાદન પ્રકીમા ને લોળીંગ ભાથંી નીકતા ગદંા ાણીને એકઠું કયી તેભાથંી ઓઆર ને

ગ્રીવ દૂય કયલાભા ંઅલળે ત્માય ફાદ તેને ન્યટુ્રરાઇઝેળન થમા ફાદ વેટલરિંગ ટેન્ક ભાથંી વાય

કયલાભા ંઅલળે ને અંતે શોલલ્ડિંગ ટેન્ક ભા ંકવત્રત કયલાભા ંઅલળે. ફોઇરય બ્રોડાઈન,

કુરીંગ ટાલય જૉ, અય.ઓ. રયજેક્ટ જેલા ઓદ્યોલગક ગદંા ાણીને રગથી એકઠું કયી, તેનુ ં

ન્યટુ્રરાઇઝેળન કયલાભા ંઅલળે. ત્માય ફાદ તેને વેટલરિંગ ટેન્ક ભાથંી વાય કયલાભા ંઅલળે

ને અંતે અયઓ ટ્રીટભેન્ટ અલાભા ંઅલળે. અયઓ યવભએટ નો નુઃ લયાળ કયલાભા ં

અલળે તથા રયજેક્ટ ને શોલલ્ડિંગ ટેન્ક ભા ંકવત્રત કયલાભા ંઅલળે. અંતભા ંઅ ગદંા ાણીન ે

ઇલોયેટયભા ં ભોકરલાભા ંઅલળે ને કન્ડેન્વય દ્વાયા રયકલય કયલાભા ંઅલળે. જેથી એકભ

ઝીયો ડીસ્ચાજૉ યશળેે.

૪. જમીન યાસળરણ

કાભગીયી તફક્કા દયમ્માન શલા, ાણી, ઘનકચયાના પ્રદૂણથી જભીન ય વીધી થલા

અડકતયી વયો થામ છે.

શલાના પ્રદૂણને યોકલા ભાટે જરૂયી ફધાજ ગરા રેલાભા ંઅલળે જેથી જભીન ય કોઇ જ

અડવય થળે નરશિં. પ્રાન્ટના કાભગીયી તફક્કા દયમ્માન જભીનની વાટી ય શલાના

વલવલધ પ્રદૂકોની ભાત્રા(Ground Level Concentration)યીણાભોની ચકાવણી યથી કશી

ળકામ કે જભીન ય કોઇ નોંધનીમ અડવય થળે નરશિં.






NABET Accredited


7

તે્ર નોંધનીમ છે કે ગદું ાણી જભીન ય છોડલાભા ં અલર્ુ ં નથી જેથી જભીન ય કોઇ

અડવય થળે નરશિં.

ઘન કચયાને વબંાલા, વગં્રશ કયલા ને તેના વનકાર ભાટેના દયેક વનમતં્રીત ગરાઓ

રેલાભા ંઅલળે જેથી ઘન કચયાને કાયણે જભીન ય કોઇ અડવય થળે નરશિં.

૫.ધ્ળનન યાસળરણ :-

ભ્માવવત કે્ષત્રભા ંપ્રલતાભાન ધ્લવનનુ ંભાદંડ કાઢલા ભાટે ૮ રગ- રગ સ્થે ઘોંઘાટની

ચકાવણીના કયલાભા ંઅલી શતી. જેના યીણાભો નીચે પ્રભાણે છે.

ક્રમાકં સ્થલ

ઘોંઘાટન સ્તર (Leq) in dBA (કદળસ દરમ્યાન)

ઘોંઘાટન સ્તર(Leq) in dBA (રાિી દરમ્યાન)

માન સ્ળીકાયસ મયાસદા માન સ્ળીકાયસ મયાસદા

૧ પ્રોજેક્ટ સાઈટ ૪૮.૯ ૭૫ ૪૨.૫ ૭૦ ૨ ઓટાલા ૬૦.૭ ૬૫ ૪૫.૪ ૫૫ ૩ દેળલીયા ૫૧.૮ ૫૫ ૪૩.૨ ૪૫ ૪ બગંાળડી ૪૪.૬ ૫૦ ૩૫.૯ ૪૦ ૫ કટિંબડી ૪૭.૮ ૫૫ ૩૮.૨ ૪૫ ૬ ખાખરા ૪૯.૫ ૫૫ ૪૦.૩ ૪૫

૭ થોરયાલી ડધરી

૪૩.૯ ૫૦ ૩૨.૮ ૪૦

૮ ખોડાીર ૫૯.૩ ૬૫ ૫૦.૫ ૫૫

ભ્માવીત વલસ્તાયના ઘોંઘાટના રયણાભો દળાાલે છે કે રદલવ ને યાવત્રના વભમે ઘોંઘાટનુ ં

સ્તય તેની સ્લીકામા ભમાાદાભા ંજ જોલા ભેર છે.






NABET Accredited


8

૬. સામાજીક-આનથિક યાસળરણ:-

વાભાજીક થાવ્મવ્સ્થાનો ભ્માવએ માાલયણ વયઅકાયણી ભ્માવ ભાટેની ખફૂજ

ભશત્લની વલગત છે. અ કાયણવય ભ્માવવત ક્ષેત્રભા ંવાભાજીક થાવ્મવ્સ્થાની ભારશતી જેલી કે

લસ્તીનુ ંપ્રભાણ, કાભગીયીનો પ્રકાય લગેયે જીલ્રા લસ્તીગણતયી સુ્સ્તકા ભાથંી ભેલેર છે.

પ્રસ્તાવલત યીમોજનાને કાયણે કુર ૬૦ જેટરા કુળ ને લફન-કુળકાયીગયોને વીધી યીત ેયોજગાયી પ્રાપ્ત થળે. પ્રસ્તાવલત યીમોજનાને કાયણે અડકતયી યીતે જેલીકે લાશનવ્્લશાય, દુકાનોભા ંલગેયેભા ંયોજગાયીની તકો ઈબી થળે.

અ પ્રાન્ટની કાભગીયી ભાટે જરૂય રાગે ત્મા ં સ્થાવનક રોકોની તેભની કુળતાના અધાયે

વદંગી કયલાભા ં અલળે. અજુફાજુના વલસ્તાયભા ં ધધંાની ઈજ્જ્લ તકોને કાયણે ત્માનંા

સ્થાવનક રોકોની અવથિક રયસ્સ્થતી સધુયળે ને તેથી એકભને કાયણે શકાયાત્ભક વય થળે.

અજુફાજુના વલસ્તાયભા ંવાક્ષયતા, અયોગ્મ ને યશણેીકયણીભા ંસધુાયો થળે.

૭. જૈળ કરસ્સ્થતી અને જૈળ નળનળધતા ાસ્ત્ર:-

જૈલ રયસ્સ્થતી ને જૈલ વલવલધતા ભ્માવભા ં ભેવવા ગજાનન ઓગાવનક્વ એરએરી ના

ફપય ઝોનભાથંી કુર 130 લનસ્વત પ્રજાવતઓ, 7 શેટોપોના, 38 ક્ષીઓ ને વસ્તન

પ્રાણીઓની 6 પ્રજાવતઓ શલેાર અપ્મો છે. જો કે, ભ્માવ વલસ્તાયના મખુ્મ ને ફપય

ઝોનભાથંી ઈચ્ચ ઘનતા થલા વમદૃ્ધતા વાથે કોઇ ણ લપુ્ત થલાના ને અયે શોમ એવલ જૈલ

વલવલધતા જોલા ભી નથી.

૩ વળડયરુ 1 પ્રજાવતઓ (બાયતીમ ીપૌર, વળકયા ને ાઇડ શયેીમય) ફપય વલસ્તાયભા ંભી

અલી શતી કે તેથી વયંક્ષણ ભાટે શરેેથી જ પ્રાન તૈમાય કયેર છે. અ ઈયાતં, પ્રોજેક્ટ

વાઇટના ાચં રકરોભીટય યેડીમવ ની નજીક ના વલસ્તાય ભા ંકોઇ રગ પ્રકાયના લન જોલા

ભેર નથી. પ્રોજેક્ટ સ્થાન યના ઈત્ાદનને કાયણે કોઇ વીધી થલા અડકતયી વયઓની






NABET Accredited


9

થલાની વબંાલના નથી. ાવથિલ આકોવવસ્ટભ, પ્રોજેક્ટ વફંવંધત વયોથી મકુ્ત છે કાયણ કે

પ્રોજેક્ટ વાથે વકંામેર પ્રવવૃત્તઓને કોઇ લધાયાની જભીનની જરૂય નથી.

૮. સોીડ ળેસ્ટ મેનેજમેન્ટ :-

મખુ્મ શઝેાડાવ લેસ્ટભા ં ઇટીી કચયો & ઇલેોયેળન યેવીડય,ુ વોરડમભ શામોક્રોયાઆડ

વોલ્યવુન (૨૦%), સ્ેંટ શ્ડ્રોક્રોરયક ઍવવડ (૨૫%), એલ્યવુભવનમભ ક્રોયાઆડ વોલ્યવુન, સ્ેંટ

કાફાન, સ્ેંટ વોલ્લેંટ, લયામેલુ ંઓઇર ને નકાભી થેરીઓ ને ડ્રમ્વનો વભાલેળ થામ છે.

ઇટીી કચયાનો & ઇલેોયેળન યેવીડયનુો ભજુંય થમેર TSDF Siteભા ંવનકાર કયલાભા ંઅલળે.

વોરડમભ શામોક્રોયાઆડ વોલ્યવુન (૨૦%), સ્ેંટ શ્ડ્રોક્રોરયક ઍવવડ (૨૫%), એલ્યવુભવનમભ

ક્રોયાઆડ વોલ્યવુન ને ભજુંય થમેર રૂર ૯ લેંડય ને અલાભા ંઅલળે. સ્ેંટ કાફાન ને ભજુંય

થમેર CHWIF Site ભા ં વનકાર કયલાભા ંઅલળે. સ્ેંટ વોલ્લેંટ ને નુઃ ઈત્ાદન પ્રકીમા ભા ં

લાયલાભા ં અલળે તથા લયામેલુ ં ઓઇર લ્યબુ્રીકેન્ટ તયીકે નુઃ લયાળે થલા

યીવાઇકરયને લેચાળે, નકાભી થેરીઓ ને ડ્રભ ભજૂંય થમેર લેન્ડય ને લેચાળે.

એકભ શઝેાડાવ લેસ્ટના વગં્રશ ભાટે છત ધયાલતી રગથી જગ્મા પાલળે જેભા ંરીચેટથી થતા

જભીનના પ્રદૂણને ટકાલલા ભાટે ક્કા ફ્રોયીંગ કયલાભા ંઅલળે, અ રીચેટને કરેક્ટ કયી

તેના શધુ્ધ્ધકયણ ભાટે તેને ઇટીીભા ં ભોકરલાભા ં અલળે. સલૂચત યીમોજના પ્રાયંબ છી

એકભ દ્વાયા TSDF વાઇટનુ ંવભ્મદ ભેલલાભા ંઅલળે.

અથી એકભ દ્વાયા ામેરી શઝેાડાવ લેસ્ટ ભેનેજભેન્ટ દ્ધવત યૂતી શળે ને શઝાડાવ લેસ્ટ

ભેનેજભેન્ટના રીધે માાલયણ ય કોઇ અડવય થળેનશી.

૯. યાસળરણીય વ્યળસ્થાન યોજના:-

માાલયણ ય થતી અડવયોને યોકલા/નાથલા ભાટે માાલયણીમ વ્મલસ્થાન મોજના

ફનાલલાભા ં અલેર છે. અ માાલયણીમ વ્મલસ્થાન મોજનાભા ં માાલયણને મથાલત

જાલલા ભાટે ને પ્રદૂકોને વનમતં્રીત ભાત્રાભા ં યાખલા ભાટે જરૂયી ને મોગ્મ ગરાઓં






NABET Accredited


10

જેલાકે ગ્રીન ફેલ્ટ ડેલર કયલો ને તેનુ ં જતન કયવુ,ં કાભદાયોની મોગ્મ

વરાભતી,માાલયણીમ ઘટકોની ચકાવણી મોજનાનો ભર કયલો, લયવાદના ાણીનો વગં્રશ

કયલો, અગ ન રાગે તેલા તકેદાયીના ગરા રેલા ને અગ નાથલાના વાધનો યાખલા

લગેયેનો વભાલેળ કયલાભા ંઅલે છે.

અ માાલયણીમ વ્મવ્સ્થાન મોજનાના વયકાયક ભરીકયણ ભાટે માાલયણીમ વ્મવ્સ્થાન

એકભની યચના કયલાભા ંઅલળે.

૧૦. યાસળરણીય ચકાસણી યોજના:-

માાલયણીમ રયફોની ચકાવણી વલવલધ સ્થોએ માાલયણીમ વયો તથા તેના પેયપાયો

ઓખલા ભાટે ભદદરૂ થળે.

અ શરે્થુી માાલયણીમ વ્મલસ્થાન મોજનાના ારન ભાટે અવાવની શલાની ગણુલત્તાની

ચકાવણી, ચીભનીભાથંી વનકતા પ્રદૂકો તથા ાણીનુ ં માાલયણની ચકાવણી તેભજ ધ્લવન

ભાદંડની ચકાવણી કામદાભા ંજણાવ્મા મજુફ કયલાભા ંઅલળે.

૧૧. જોખમનીઆકારણી:-

જોખભ અકાયણીનો ભ્માવ જોખભી યવામણો ભાટે કયલાભા ં અલેર છે. ફધા જ જોખભી

યવામણોનો વગં્રશણ ને વનમતં્રણ MSDS ની ભાગાદવળિકા શઠે કયલાભા ંઅલળે. વ્મસ્ક્તગત

યક્ષાત્ભક વાધનો કાયીગયો ને અલાભા ંઅલળે. તથા કેભીકર શેંડ્રીંગ કયલા ભાટે જરૂરયમાત

મજુફ ની ટે્રઇનીંગ અલાભા ંઅલળે.

જોખભ અકાયણીનો ભ્માવ દ્વાયા એકભભા ંકાભ કયતા રોકો ભાટે નીચે મજુફના સયુક્ષાત્ભક

ગરા ંરેલાભા ંઅલળે. વ્મસ્ક્તગત યક્ષાત્ભક વાધનો (વાનર પ્રોટેક્ટીલ ઇક્લીભેન્ટ) જેલા કે

ઇય પ્રગ (જ્મા ં ધ્લની પ્રદૂણ ૮૦ dB(A) થી લધ ુશોમ),વેફ્ટી સઝૂ,વેફ્ટી ગ્રવ્વ, શલે્ભેટ

લગેયે ની સવુલધા યૂી ાડલાભા ંઅલળે. કાયીગયો ભાટે વનમભીત સ્લાસ્થ્મ ચેક-, ામાની

જરૂયીમાતો જેભકે ીલાનુ ં ાણી, ળૌચારમ, પ્રાથવભક વાયલાય અલાભા ં અલળે. વાનર






NABET Accredited


11

પ્રોટેક્ટીલ ઇક્લીભેન્ટનો ઈમોગ ઇટીી, જોખભી કચયાના વનકાર તથા કેભીકર શેંડ્રીંગભા ં

કયાલલાભા ંઅલળે

૧૨.ગ્રીન બેલ્ટ ડેળમેન્ટ :-

અળયે કુર ૭૮૮૧ ચો.ભી.(૩૪.૭૮%) જેટરો ગ્રીન ફેલ્ટ વલસ્તાય પ્રોજેક્ટ વાઇટની અંદય

ડેલરો કયલાભા ં અલળે. અ ગ્રીન ફેલ્ટભા ં ભ્માવીત કે્ષત્ર ભા ં ભી અલતી સ્થાવનક

લનસ્વત પ્રજાતીઓ ઈગાડલાભા ંઅલળે કે જે શલા પ્રદૂણ ને વશન કયી ળકળ ેને ધ્લવન

પ્રદૂણ ને ળોી ળકળે. ગ્રીન ફેલ્ટ જૈલ રયસ્સ્થતને રગતી વભસ્માનુ ંળભન કયલાની વાથે

એકભની સુદંયતાભા ંલધાયો કયળે તથા ક્ષીઓ, નાના વસ્તન પ્રાણી, જરં્ઓુ લગેયેને અકીત

કયીને જૈલ રયસ્સ્થતીનુ ંવરં્રુન જાલલાભા ંણ ભદદરૂ થળે.

૧૩. પ્રોજેક્ટ થી થતા ાભો:-

સલૂચત પ્રોજેક્ટ અવાવના વલસ્તાયના વમદુામના થલા ભાખાકીમ વલકાવ, વાભાજીક વલકાવ, યોજગાય ને ન્મ કામદાઓની રલષ્ટ્ટએ રાબદામી ફનળે.

સલૂચત પ્રોજેક્ટ કુળ, ધાકુળ ને લફનકુળ કાયીગયોને ફાધંકાભ તફક્કા ને કાભગીયી તફક્કા દયવભમાન યોજગાયી અલાની ક્ષભતા ધયાલે છે. કુર ૬૦ જેટરા વ્મસ્ક્તઓને સલૂચત પ્રોજેક્ટ દ્વાયા યોજગાય ભી ળકે છે.અ પ્રોજેકટ તેના કરૂ મડૂી યોકાણના ૨.0% જેટરો ખચા અજુ ફાજુના ગાભોભા ંવાભાજીક તેભજ અવથિક વલકાવ (CER) ભાટે કયાળે.

૧૪. ઉસહંાર :-

અ માાલયણ વય થૃ્થકયણ ભ્માવ યથી કશી ળકામ કે... શલાની ગણુલત્તા ય નજીલી વય થામ છે. જો કે શલા પ્રદૂણ વનમતં્રણ ભાટેના

તભાભ ગરા રેલાભા ંઅલળે. કોઇ ઇકોરોજીકર નકુળાન થળે નરશ. જ માાલયણ ય કોઇ પ્રવતકૂ વય થળે નરશ. સ્થાવનક યોજગાયીની તકો લધળે.






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12

વલવલધ માાલયણીમ રયભાણો જેલા કે જગંર, યાષ્ટ્ટ્રીમ ફગીચા, ભ્માયણ્મ ને ધાભીકતથા ઐતીશાવવક સ્થો ય કોઇ પ્રવતકરૂ વય થળે નરશ.

માાલયણીમ વ્મલસ્થાન મોજના ફધા પ્રદૂણ રયભાણોને વનમવંત્રત કયલા ભાટે ઘડલાભા ં અલી છે. ને અ રયણાભો વફંવધત વત્તાવધકાયો દ્વાયા સ્થામેર ધાયાધોયણ કયતા લધી ના જામ એ ભાટેમાાલયણ વ્મવ્સ્થાન એકભ દ્વાયા સવુનવિત કયલાભા ંઅલળે.

માાલયણ વ્મવ્સ્થાન એકભ સલૂચત પ્રોજેકટની ળરૂઅત છી પ્રદૂણ વનમતં્રણના ંગરા ંરેળે.

અથી નભુાન કયી ળકામ કે ફાધંકાભ ને કાભગીયી તફક્કા દયવભમાન મકૂલાભા ંઅલેર માાલયણીમ વ્મવ્સ્થાન મોજના ન ેળભનના ગરાનંા શકાયાત્ભક ભરીકયણથી માાલયણ ય થતી વયોને ઘટાડી ળકાળે.

CHAPTER – 1

INTRODUCTION





Chapter - 1: Introduction 1.1

CHAPTER - 1 INTRODUCTION

1.1 Preamble

MM//ss.. GGaajjaannaann OOrrggaanniiccss LLLLPP is an proposed unit located at Survey no. 292/5 p1, 292/6 p1,

292/7 p1, 292/8 p1, Latipar-Tankara road, Village:Bangavadi, Taluka:Tankara & District :

Morbi, Gujarat for manufacturing of different types of pigments. Proposed production of

pigments will be of 210 MT/Month. Production details are given below.

Table 1.1 Proposed Product Details

Sr. No. Name of the Product

Production

Capacity

(MT/Month)

CI Number

1. Pigment Phthalocyanine Green 7 200 1328-53-6

Group 1 2. Pigment Orange 13

10

3520-72-7 3. Pigment Orange 34 15793-73-4 4. Pigment Red 2 6041-94-7

5. Pigment Red 3 2425-85-6 6. Pigment Red 4 2814-77-9 7. Pigment Red 48:2 7023-61-2 8. Pigment Red 49 1103-39-5 9. Pigment Red 53:1 5160-02-1 10. Pigment Red 57:1 5281-04-9 11. Pigment Red 63:1 6417-83-0 12. Pigment Red 112 6535-46-2 13. Pigment Yellow 1 2512-29-0 14. Pigment Yellow 12 6358-85-6 15. Pigment Yellow 13 5102-83-0

16. Pigment Yellow 83 5567-15-7

Total Production Capacity 210 --

1.2 Purpose of the EIA Report

Development of industry in India has increased economic growth and improved living

standards of people. The economic growths are achieved through industrialization,

infrastructure development. Industrialization has played a major role in country development.

Industrialization has many other advantages. Although the development of industry leads to

rapid consumption of natural resources, fuel etc. in day-to-day operational activity. These will

deteriorate resources and increase emissions of waste in terms of solid, liquid and gas. To

control the environment pollution from industrial activity, the Government has framed






regulations which are governed by MOEF&CC in India.

It may be noted that the proposed products (Different types of pigments) namely Pigment

Phthalocyanine Green 7, Pigment Orange, Red, and Yellow series (being synthetic organic

chemicals) falls under Category 5(f) as stated in Environment Impact Assessment Notification

Published on 14th September 2006 and not fall into Small Industrial Unit criteria as per the

Notification dated 25th June 2014. Further, the proposed project location is outside the notified

industrial estate. So, project proponent has to obtain the Environmental Clearance from the

Ministry of Environment & Forests & Climate Change, New Delhi.

As per requirements of the notification, an application was submitted to MoEF&CC on 5th March,

2021 along with Form-1, PFR and draft TOR. Subsequently the Committee has issued the

Standard TOR wide letter No. IA-J-11011/84/2021-IA-II(I) dated 12th March 2021. Based on the

TOR points issued by MoEF&CC, an Environmental Impact Assessment (EIA) report has been

prepared covering all aspects of the TOR points.

The purpose of the preparation of Environment Impact Assessment (EIA) report is to obtain

Environment Clearance from Ministry of Environment & Forests & Climate Change, Govt. of

India, New Delhi and to understand the present environment of the project site along with its

surroundings and to provide Environment Protection measures to the likely impacts during

construction of the project and after commissioning of the project.

1.3 Promoters and their background [Ans to TOR no.2 (II)]

Table 1.2 Promoters and their background

Sr. No.

Name of Partners

Mobile number Background

1. Mr. Mehul Kachrola

7818877777

Education: Graduation complete

Experience: Six month

Field: Marketing

2. Mr. Jagdish Dalsaniya

7818877777

Education: Graduation complete

Experience: Six month

Field: Marketing






1.4 Need of the Project & Its Importance to the Country. [Ans. to TOR no.2 (III)]

The cost of proposed project is approximately Rs. 11 Crore. Proposed project will manufacture

synthetic organic chemicals (Pigments) with total production of 210 MT/Month for sale

purposes.

Pigments address coloring needs of a wide range of end-use industries, ranging from paints and

coatings to construction. Increasing globalization and restructuring have been a key trend

shaping the pigments industry over the past several years, with production base shifting to cost-

effective Asian markets.

The market for pigments responds to the coloring needs of a wide range of end-use industries,

ranging from coatings to construction. With robust demand in key markets of coatings, plastics,

paper and printing inks, the pigments market is forecast to register steady growth in the coming

years. Aided by a choice for brighter aesthetics and higher pigment concentration, the pigments

industry is expected to propel ahead at a steady rate. The industry is witnessing a fundamental

shift in the form of greater preference for organic pigments and away from solvent-based raw

materials.

After a brief decline in volume and values in 2008 and 2009, which was a result of the global

economic downturn, the future for global pigments market appears to be bright. Global market

for pigments began to show signs of recovery in 2009 and registered positive growth in 2010,

albeit by a small margin. The market, however, is expected to post significant growth in terms of

volume as well as value, in the coming years. Surge in 11 the coming years would be fuelled by

growth in the inks, coatings and construction industries. Growing demand for high-quality value-

added pigments is one of the key factors expected to result in a spurt in growth. Further, the

market, although mature, would also receive a boost as companies increasingly feel the need to

evolve and design their products in sync with changing requirements for new and emerging

technologies. Higher rates of capacity utilization are expected to further drive prices upwards.

Asia-Pacific represents the largest and the fastest-growing regional market for pigments

worldwide, as stated by the new market research report. A key trend witnessed in the recent past

is the migration of manufacturing capacity from the West to low-cost countries in the Asia Pacific

region, driven mainly by stringent environmental compliance issues. China would continue to be

the single-largest and fastest-growing market. Over the years, China has emerged as the leading

global manufacturer, trader, as well as consumer of pigments. Gradually maturing production

technology and presence of strong downstream customer base within the country have been

propelling demand for pigments in the country over the recent years. India is expected to be the

second-largest market in terms of demand for organic pigments.

In addition, the industry witnessed export opportunities, subsequent to the shutting-down of

several facilities in the United States and Europe, following the enforcement of strict pollution

control regulations. Europe trails behind Asia-Pacific, while the United States constitutes the

next-largest market.






The proposed unit will contribute revenue to the State & Central exchequer in the form of GST for

inter-state movement, corporate taxes etc. Indirect contribution to the Central & State exchequer

will be there due to Income by way of registration of trucks, income tax from individual as well as

taxes from associated units. Thus, the proposed unit will help the Government by paying different

taxes from time to time, which is a part of revenue and thus, will help to develop the area. In the

foreign market demand of the products is also significant, which will boost the export potential of

the company as well as the country. Export oriented units plays vital role in economy

development and local physical infrastructure for further boosting of industrial development

with sustainable approach as the industries need to maintain good environment & safety

condition to get better foreign market.

Pigments Industry in India

World demand for organic pigments is expected to grow 5.0 percent per year to $6.5 billion in

2019. Rising consumer spending will drive increased demand for organic colorants in textiles and

plastics, while strong growth in global construction activity will boost demand in paints and

coatings. Increase in value demand will reflect the growing importance of expensive,

higher value pigments that meet increasingly stringent performance standards and preferences

for more environmentally friendly products.

Expansion of the middle class, particularly in the Asia-Pacific, Africa and Middle-East regions, will

help drive an acceleration in global consumer spending that will benefit important organic

pigment markets such as textiles and plastic products. Rising textile production - the textile

market accounted for over half of world organic pigment demand in 2014 - will be the primary

contributor to increased demand going forward, while growing Plastic output will expand

demand for organic pigments. According to analysts, “Dye and organic pigment consumption will

remain concentrated in the Asia-Pacific region, where the majority of world textile and

consumer plastic product production occurs”.

While China will remain the dominant global consumer of dyes and organic pigments,

rapid growth will also be experienced in smaller Asian markets such as Bangladesh, India

and Vietnam as textile and plastic producers continue to move production to countries with the

lowest labour costs. Additionally, consumer preferences for new, unusual textile colours- that do

not fade and yet are environmentally friendly-will boost growth in value demand as textile

producers increasingly turn to these newer, higher value products.

Trends in Dyes and Pigments Production (2008-13)

(Source: Chemicals and Petrochemicals Statistics: 2014)

The main end user of pigments in India are printing inks, plastics, rubber, paints and coatings.

The worldwide pigments industry produces hundreds of colorant, extender and functional

pigments for a wide spectrum of industrial and consumer markets.

According to pigment class, 50–55% of the world value share is azo pigments;

Phthalocyanine (blue and green) have a 20% share. High- performance and other pigments






account for the remaining 25–30%. The classic azo and Phthalocyanine pigment groups are

characterized by lower profit margins as a result of rising competition from lower-priced

imports.

The migration of the pigments business to Asia, particularly China and India, continues. Since

the mid-1990s, production in China and India has rapidly increased; China is now the world's

largest organic colour pigment producer, especially for commodity-type pigments. Additional

medium-tier to higher-value organic pigments may also migrate to China and India- from

North America, Europe and Japan. Production in Europe, the United States and Japan

continues on a downward trend as the market has become globalize and gross margins have

been squeezed, leading to plant shutdowns and restructurings. The volume of unfinished

pigments imported to North America, Western Europe and Japan for finishing continues to

decrease as more finished pigment is imported from China and India. The demand for

indigenous product is expected to increase with the restriction for import of products

from China.

Demand Supply Gap

The following pie chart shows world consumption of organic color pigments:

Globally, printing inks account for 55–60% of demand, coatings about 20%, plastics about 15%

and other industries such as textiles for the remainder. The printing market for publication

of newsprint and periodicals has fallen as a result of competition from the internet, but

demand for printing inks for packaging remains strong. The next-largest market is coatings for

automotive production. After bottoming out in 2009, global vehicle production started to rise

again in 2010 and increased at a rate of about 4% annually during 2010–14. It is expected that

global consumption for organic pigments will increase by 5% per year from 2014 to 2019.

Overall growth in the United States and Europe is expected to be around 1–2% per year on

average between 2014 and 2019, as the long-term trend in using inks for newspapers and






publications continues downward owing to competition from electronic media and devices.

However, consumption of organic pigments for coloured inks is expected to grow somewhat as a

result of greater production of advertising leaflets and catalogue, and for packaging. Use in

automotive and other coatings is expected to show above-average growth. In Japan, growth is

expected to remain flat, while growth in China and India will be about 5% per year due to

increasing demand for inks and coatings.

China is the principal global supplier of red and yellow azo-based pigments and their

intermediates. India is the principal global supplier of blue and green Phthalocyanine-based

pigments and their intermediates.

The ink industries in North America and Europe have become largely dependent on Asian

supplies of raw materials and pigments. In recent years, there have been supply disruptions of

certain pigments leading to sharply rising prices for some pigments.

The proposed project is necessitated because of the following reasons:

• To make the facility more resource efficient.

• Reduce operational costs and increase productivity.

• Development of the infrastructure of the facility.

• Entry into new product segments.

• Its importance to the country can be accounted by

• Add to foreign exchange generated by Exports.

• Ensure continued employment to workforce without affecting work conditions and hence

supporting their families.

• Lead to generation of direct and indirect employment opportunities.

• Reduce dependence on Imports hence reducing Forex risks.

Export Possibility & Domestic Export market

Aromatic and aliphatic solvents, which are used as fuel in various industries, and used in the

pesticide, Paint, ink industries. As these are widespread industries, it has a lot of demand in the

market.

1.5 Location of the Proposed Project & Siting Criteria Ans. to TOR no.4 (III) & (IV)

The proposed project site is located at Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1,







Fig. 1.1 Location of the Project site

Source: Satellite Image (Google Earth)

Boundary Point Geo Co-ordinates

A Latitude: 22°36'28.35"N

Longitude: 70°35'55.57"E

B Latitude: 22°36'28.44"N


C Latitude: 22°36'22.64"N


D Latitude: 22°36'21.77"N


E Latitude: 22°36'20.53"N


F Latitude: 22°36'20.82"N


G Latitude: 22°36'22.75"N


H Latitude: 22°36'23.61"N


N






Bounded Latitude & Longitude:

From To

Bounded Latitudes (North) 22.60580278° 22.60790000°

Bounded Longitudes (East) 70.59888889° 70.60000000°

The proposed project site falls in the Morbi District of Gujarat State and Project proponent is

very well familiar with the surrounding environment & manufacturing of pigments products;

therefore, it becomes easy for the project to set up the proposed project on the above said

location. The proposed project, apart from direct and indirect employment generation and

various business opportunities will bring an overall up-liftment of the area and will ultimately

result in complete socio-economic and infrastructure development. The other features are

briefly summarized hereunder:

Total availability of adequate land is 22,662 m2.

All basic facilities like infrastructure, communication, transportation, medical facilities,

fuel, power, water, unskilled, raw materials, skilled manpower and road network etc.

Market is nearby.

Nearest city Dhrol 18.7 km away from the project site and well connected with other parts

of the state by road & rail.

Raw materials, consumer centers and infrastructure facilities like power, water,

communication facilities are nearby.

Rehabilitation & Resettlement will not be required.

No national park or wildlife Habitats falls within 10 km radial distance from project site.

But Rampara wildlife sanctuary is 33.2 km away in ESE direction.

The location of project is best suited to start the proposed activities of manufacturing pigments.

Hence no alternative for site is analyzed.

The sitting criteria of the project as per the guidelines are given in the Table 1.3;






Table 1.3 Sitting Criteria

Details Requirement Compliance

Forest No forest land shall be converted into non-forest activity for the sustenance of the industry (Ref: Forest Conservation Act, 1980).

Forest land is not involved in the proposed project site and details of environmental sensitive receptor given in section 2.4 of chapter 2.

Agricultural land No prime agricultural land shall be converted into industrial site.

Proposed project site is utilizing for manufacturing of pigments. NA permission is obtained and is attached as Annexure – 2.

Layout Enough space should be provided for storage area, plant area, greenbelt area, Utilities, Raw material storage, Fly ash, other storage like solid wastes so that these could be available for possible reuse.

The total acquired land is 22,662 m2. There will be provision of enough space according to the requirement. Area can be verified from the plant lay-out given in Chapter-2.

Major settlements (3,00,000 population):

At the time of siting of the industry, if the notified limit of any major settlement is found to be within 50 km from the project boundary, the spatial direction of growth of the settlement for at least a decade must be assessed.

Nearest Major habitation is Morbi which is about 30.5 km away from the project site in NW direction. Morbi population is 1.95 Lakhs.

Ecologically / Sensitive zones

Preferably 5 km depending on the geo-climatic conditions the requisite distance may be decided appropriately by the Environmental agency.

None within 10 km radius. Rampara wildlife sanctuary is 33.2 km away in ESE direction.

Transport/ Communication System

Preferably 0.5 km. away from highway and railway line.

National highway 947 – 19 km away in WSW direction from proposed project site. State highway 22 – 0.01 km away in S direction from proposed project site. Padadhari Railway station 19.53 km SSE direction from the project site.

Coastal areas Preferably ½ km away from high tide line (HTL).

There is no coastal area within 10 km radius from the project site

Flood plain of the river line system

Preferably ½ km away from flood plain or modified flood plain affected by dam in upstream or flood control system.

Bangavadi reservoir 1.5 km NE direction. Aji river 2.8 km away in NW direction






1.6 Scope of the EIA Study

The scope of the EIA study is based on the guideline provided by Ministry of Environment,

Forests & Climate Change (MoEF & CC), Government of India for structure of environmental

impact assessment document. The scope of the study broadly includes:

Field sampling of environmental attributes at various representative locations in the

study area to establish the baseline status.

Collect, compile & assess secondary data including socioeconomic data.

Identification, assessment and evaluation of the beneficial and adverse impacts on

surrounding environment due to proposed project activities considering the existing

baseline status along with compilation of other information.

Analysis of project proposal and data analysis.

Assessment of pollution potential due to proposed project.

Predict the incremental levels of pollutants in the study area due to the proposed project.

Evaluate the predicted impacts on the various environmental attributes by using

scientifically developed and widely accepted models.

Identification and assessment of risks associated with the proposed project and their

appropriate management through proper Risk Assessment (RA) and Disaster

Management Plan (DMP).

Prepare an Environmental Management Plan (EMP) to mitigate the predicted impacts.

Identify critical environmental attributes required to be monitored during the project

execution and to suggest post project monitoring.

As per the guidelines, the Generic structure of EIA given in EIA notification dated 14th

September, 2006 and subsequent amendments are maintained. The scope of baseline

environment study based on MoEF&CC / CPCB guidelines is tabulated below;

Table 1.4 Scope of the Study

Environmental

Attributes No. of

Locations Observations

Meteorology 1

Hourly observations for Temperature, Relative Humidity, Wind direction, wind speed & Rain fall during 3 month study period using Automatic Weather Station nearby project site.

AAQ 8 AAQ parameters PM10, PM2.5, SO2, NO2, Hcl, Cl2, CO and VOC have been monitored at 8 locations within 10 km radius of the project site.

Water 8 (GW) &

8 (SW)

Surface water samples were collected from 8 locations like Bangavadi Reservior, Timbdi Pond, Rasnal Pond, Aji River, Lalpur Pond, Tributory river near Thoriyali, Ajidam Near Modpar and Dam near Khodapipar. Ground water samples were collected from 8 locations like Nearby project site, Otala, Timbdi, Rasnal, Bangavadi, Khakhra, Thoriyali and Khoda Pipar. Samples have been






analyzed for Parameters as per IS: 10500:2012, Water Quality Criteria prescribed by CPCB.

Noise 8 Day time and night time noise levels were measured once at each location

Soil 8 Soil samples were taken from all the 8 locations and have been analyzed for pH, EC & other parameters

Ecology Flora-Fauna &

Ecosystem

Major flora was enumerated and the possibility habitation for important species in the site. Fauna was listed based on the primary & secondary information.

Socio-economic data

Demography & Occupational

details

Primary data was collected within 5 km study area during baseline monitoring. Secondary data for demography, Occupation, literacy and amenities have been considered for villages covered in the 10 km radius study area from the project site and the secondary data has been taken from Census 2011.

1.7 Regulatory Frame work The proposed project is of synthetic organic chemical manufacturing unit; so the regulatory

framework related with the hazardous or toxic chemicals as well as regulatory provision of risk,

emergency & safety management are applicable to the proposed project. The regulatory

provision related to the hazardous chemical handling, manufacturing, storage & transportation

are also applicable to the proposed project. The project will have potential of pollution and also

attracts the provisions of EIA notifications 2006 - SO 1533 (as amended). So, the proposed

project may be required to comply with many regulatory provisions.

The project proponent shall follow the regulatory frame work as listed below and additional

applicable provision shall also be referred timely as cited as mandatory provision for proposed

unit. In any case, proponent shall comply with the regulatory provision as directed through

particular regulatory provision. The major regulatory provisions applicable to the proposed

project are shown here:

Table 1.5 Regulatory Frame Work

Sr. No. Legal Instrument (Type, Ref., Year)

Concern Authority or Bodies Applicability

1 Air (Prevention and Control of Pollution) Act, 1981 and its subsequent amendments

CPCB and SPCB Air emission from stack attached to Boiler, TFH, HAG attach with Spin Flash Dryer & D G set. The project proponent will obtain CC& A after obtaining EC from concern authority.

2 Water (Prevention and Control of Pollution) Act, 1974 and its subsequent amendments

CPCB and SPCB Wastewater generation from industrial activities and from domestic activities. The project proponent will obtain CC& A after obtaining EC from concern authority.








4 The Environment (Protection) Act, 1986 & Environmental (Protection) Rules, 1986 and their subsequent amendments

Ministry of Environment and Forests, & Climate Change (MoEF&CC), CPCB and SPCB.

Production of Synthetic Organic Chemicals (Different types of pigments). The project proponent will obtain CC& A after obtaining EC from concern authority.

5 Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016

MoEF&CC, CPCB, SPCB, DGFT, Port Authority and Customs Authority

Generation of Solid & Hazardous Wastes from industrial activities.

6 Manufacture Storage and Import of Hazardous Chemicals Rules, 1989 amended 2000

MoEF&CC, Chief Controller of Imports and Exports, CPCB, SPCB, Chief Inspector of Factories, Chief Inspector of Dock Safety, Chief Inspector of Mines, AERB, Chief Controller of Explosives, District Collector or District Emergency Authority, CEES under DRDO

Unit will take safety precautions for storage of hazardous chemicals identified under MSIHC Rules 1989. And the safety aspects are considered during Plant layout. It can be seen in Plant layout shown in Chapter 2.

7 Chemical Accidents (Emergency Planning, Preparedness and Response) Rules, 1996

Ministry of Environment & Forests & Climate Change, Chief Controller of Imports and Exports, CPCB, SPCB/UTPCC, Chief Inspector of Factories, Chief Inspector of Dock Safety, Chief Inspector of Mines, AERB, Chief Controller of Explosives, District Collector or District Emergency Authority, CEES under DRDO.

Storage of hazardous chemicals within the project premises.

8 EIA Notification, 2006 and its subsequent amendments

MoEF&CC, SPCB Production of Synthetic Organic Chemicals (Different types of pigments)

9 Public Liability Insurance Act, 1991 amended 1992 & Public Liability Insurance Rules, 1991 and its subsequent amendments

MoEF&CC, District Collector Industrial unit will manufacture chemical products and employment of 60 workers

10 The Factories Act, 1948 Ministry of Labor, DGFASLI and Directorate of Industrial Safety and Health/Factories Inspectorate

Industrial unit will apply to DISH (Director industrial Safety and Health), Gujarat after getting Environmental Clearance.

11 The Explosive Act ,1884 Ministry of Commerce and Industry (Department of Explosives)

Not Applicable








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

CPCB and SPCB Noise may be generated due to industrial activities

T. R. Associates – NABET Accredited Consultant was appointed by M/s. Gajanan Organics

LLP to carry out the Environmental Impact Assessment study for their proposed project.

CHAPTER – 2

PROJECT DESCRIPTION





Chapter - 2 : Project Description 2.1

CHAPTER - 2

PROJECT DESCRIPTION

22..11 Preamble [Ans. to TOR no.3 (II)] MM//ss.. GGaajjaannaann OOrrggaanniiccss LLLLPP is proposed unit which intends to manufacture different types of

pigments at Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1, Latipar-Tankara road,

Village:Bangavadi, Taluka:Tankara & District : Morbi, Gujarat. Pigments will be manufactured for

sale purpose. Proposed production of pigments will be of 210 MT/Month.

The proposed unit proposes to manufacture products covered under Category 5(f) ‘A’ as per the

EIA Notification of Ministry of Environment & Forest & Climate Change (MoEF & CC) dated

14/09/2006 & their amendment.

22..22 Site History The land was earlier used for agriculture purpose however, since December 2020, the land is

lying vacant and a barren land & not used for any purpose. NA was already obtained for this

project site. Land documents like Land Deed, partnership deed with NA permission are attached

as Annexure – 2.

2.3 Project Location Ans. to TOR no.4 (I)

Proposed project site is located at Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1, Latipar-

Tankara road, Village: Bangavadi, Taluka: Tankara & District: Morbi, Gujarat. GPS coordinates of

the site is Latitude: 22°36'26.06"N


Bounded Latitude & Longitude :

From To

Bounded Latitudes (North) 22.60580278° 22.60790000°

Bounded Longitudes (East) 70.59888889° 70.60000000°

Nearest major city is Dhrol which is about 18.7 km far from the project site in WSW direction.

National highway 947 – 19 km away in WSW direction from proposed project site. State highway

22 – 0.01 km away in S direction from proposed project site.

The index map is given in Figure 2.1. Google map showing surrounding area in 10 km, 5 km, 1

km & 0.5 km radius from project site is given in Figure 2.2. Google map showing proposed






project site is shown in Figure 2.3. Topomap showing proposed project site is given as Figure

2.4.

Figure 2.1: Index Map

India Map Gujarat State Map

Morvi District Map Google Image showing project site






Figure 2.2: Google Image showing surrounding 0.5,1,5,10 Km radius area from the

Proposed Project Site

Ans. to TOR no.4 (V)

Source: Satellite Image (Google Earth)

Note: Red Color indicates 0.5 km Circle, Green color indicates 1 km circle, Blue Color indicates 5 km Circle and yellow

Color indicates 10 km Circle






Figure 2.3: Google Image showing proposed project site Ans. to TOR no.4 (V)

Boundary Point Geo Co-ordinates

A Latitude: 22°36'28.35"N


B Latitude: 22°36'28.44"N


C Latitude: 22°36'22.64"N


D Latitude: 22°36'21.77"N


E Latitude: 22°36'20.53"N


F Latitude: 22°36'20.82"N


G Latitude: 22°36'22.75"N


H Latitude: 22°36'23.61"N







Figure 2.4 Topomap showing Proposed Project Site

Ans. to TOR no.4 (II)

Project Site






2.3.1 Photographs of Proposed Project Site Ans. to TOR no.4 (VII)

Latitude: 22°36'26.06"N


Fig. 2.5 Photograph of site visit

2.3.2 Justification of Site Selection Ans. to TOR no.4 (I)

Proposed project is to be located at Bangavadi Village in Morbi Taluka and site selection was

guided by many factors like infrastructure, availability of land, water sources, fuel,

transportation, power availability etc. Criteria for specific site selection for the proposed project

are given below;

The project site is highly developed with all basic infrastructure facilities such as proximity to

man power, electricity, water supply, transportation, telecommunication systems etc. as well

many different types of industries in area.

Proposed project site is 19 km away from National highway 947 which is well connected to

Morbi, Tankara and rest of India & State highway 22 – 0.01 km away in S direction from

proposed project site.

The project site will be used for the industrial purpose and project proponent has obtained

NA permission for the proposed site. Thus no displacement of population will take place.

There is no protected area notified under the Wild Life (Protection) Act (1972) & Eco-






sensitive area notified under Section 3 of the Environment (Protection) Act- 1986 exists

within 10 km radius areas from the project site.

Rampara wildlife sanctuary is 33.2 km away in ESE direction from proposed project site.

There is availability of trained and skilled manpower from the nearby villages because of the

proximity to various industrial areas, villages & city.

Nearby industries are shown here.

Table 2.0 List of Major Industries near Project Site Ans. to TOR no.4 (IX)

Sr. No.

Name Of The Industry Manufacturing

Activity

Distance (Km) from the project

site Direction

1 Sardar Cotton Industries Cotton 6.83 ESE 2 Oscar industries Crane, wire, rope 7.46 E 3 Vishwas Cotton industries Cotton 6.17 SE

4 Radheshyam cotton

industry Cotton 7.64 E

5 Apple Oil Industry Cotton Seed oil 9.01 SE 6 Ojas Agro Industries Agriproduct 8.69 ENE

2.4. Salient features of the Proposed Project Site

Salient features in the surroundings area of the proposed site as well as infrastructure

availability with approximate aerial distance and direction are shown below. Google image

showing nearby facilities and amenities is shown in Figure 2.6 & 2.7.

Table 2.1 Salient Features of the Proposed Project Site

Sr.

No. Important Features Description

1 Location of Proposed Project Survey no. 292/5 p1, 292/6 p1, 292/7 p1, 292/8 p1,

Latipar-Tankara road, Village: Bangavadi, Taluka:

Tankara & District: Morbi, Gujarat.

2 Mean Sea Level 45 m

3 Temperature range 20.9˚C to 34.1˚C1

4 Annual Rain fall (30 yrs. Avg.) 596 mm (average)

Dependable Rain fall 590 mm

5 Nearest Railway station Padadhari Railway station 19.53 km SSE direction

6 Nearest Air Port Rajkot airport 37.8 km SE direction

7 Nearest Sea Port Jodiya Port – 34.7 km in WNW direction

8 Nearest Town Dhrol 18.7 km WSW direction

9 Nearest Village Bangavadi 2.1 km in NNE direction

10 Nearest National Highway NH 947 – 19 km WSW direction

11 Nearest State Highway SH 22 – 0.01 km in S direction






Sr.

No. Important Features Description

12 Nearest Surface water Body Bangavadi reservoir 1.5 km NE direction Aji river 2.8 km NW direction

13 Nearest Reserved Forest None within 10 km radius.

14 Nearest National Parks /

Sanctuary

None within 10 km radius. Nearest Sanctuary Rampara

wildlife sanctuary 33.2 km away in ESE direction.

15 Nearest school Sardar Patel Vidhyalaya is approx. 1.20 km away in NNE

direction from project site.

16 Nearest Hospital Savdi Government Hospital is 6.54 km away from

project site

17 Nearest historical place None within 10 km radius. Nearest historical place Mani

mandir is at Morbi, which is 33.8 km away from the

project site in NE direction and Julto Pul Hanging Bridge

is 34.1 km away from the project site in NE direction.

18 Nearest place of worship Nearest temple is Bahuchraji Temple which is 1.20 km

away in NE direction from the project site.

19 Nearest Fire station Morbi fire station near RTO is 33.2 km away from the

project site in NE direction. 1 Climatological Normals (1981 – 2010)

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UID No.: TRA/EIA/D19/2020/SOC-5(f)/EA5 DRAFT EIA REPORT

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