gas plant (2x25000 nmenvironmentclearance.nic.in/writereaddata/eia/... · kw/day kilo watt per day...

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer

Gas Plant (2x25000 Nm3/hr) at Village : Ghughra, Tehsil : Sihora, District : Jabalpur, Madhya Pradesh

Final EIA/EMP Report

M/s. Gulf Ispat Ltd. i JM EnviroNet (P) Ltd.

INDEX

List of Abbreviations………………………………………………………………………………..…iii-iv

List of Table…………………………………………………………………………………………......v-vi

List of Figure……………………………………………………………………………………….....vii-viii

Table of Content………………………………………………………………………………...…...ix-xviii

ToR Letter……………………………………………………………………………………….…..xix-xxv

ToR Reply…………………………………………………………………….………………….xxvi-xxxvi

TITLE PAGE NO.

EXECUTIVE SUMMARY 1-4

CHAPTER TITLE PAGE NO.

I INTRODUCTION 5-13

II PROJECT DESCRIPTION 14-32

III DESCRIPTION OF THE ENVIRONMENT 33-118

IV ANTICIPATED ENVIRONMENTAL IMPACT & MITIGATION

MEASURES 119-140

V ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) 141

VI ENVIRONMENTAL MONITORING PROGRAMME 142-149

VII ADDITIONAL STUDIES 150-231

VIII PROJECT BENEFITS 232-236

IX ENVIRONMETAL COST BENEFIT ANALYSIS 237

X ENVIRONMENTAL MANAGEMENT

PLAN 238-260

XI SUMMARY AND CONCLUSION 261-266

XII DISCLOSURE OF CONSULTANTS 267-268

ANNEXURE TITLE PAGE NO.

I COAL LINKAGE DOCUMENT 269-270

II CORPORATE ENVIRONMENT POLICY 271-275

III DETAILED AAQM TABLES 276-283

IV HOURLY MICRO-METROLOGICAL DATA 284-342




M/s. Gulf Ispat Ltd. ii JM EnviroNet (P) Ltd.

V INDUSTRY QUESTIONNAIRE 343-375

VI GROUND WATER PERMISSION 376-377




M/s. Gulf Ispat Ltd. iii JM EnviroNet (P) Ltd.

ABBREVIATIONS

AAQ Ambient Air Quality GCPs Ground Control Points AAQM Ambient Air Quality Monitoring GDP Gross Domestic Product Al Aluminum GIL Gulf Ispat Ltd. Al2O3 Aluminum Oxide GPS Global Positioning System BDL Below Detection Limit GSHAP Global Seismic Hazard Assessment Program BIS Bureau of Indian Standards Hg Mercury Cd Cadmium H2 Hydrogen CG Chhattisgarh IMD India Meteorological Department CPCB Central Pollution Control Board I & M Inspection and maintenance Co Cobalt IS Indian Standards CO Carbon Monoxide JM Jharkhand Mahadev CO2 Carbon Dioxide JMEPL J.M. EnviroNet Pvt. Ltd. CSR Corporate Social Responsibility K Potassium Cr Chromium LARR Land Acquisition, Rehabilitation and Resettlement DEM Digital Elevation Model LDO Light Diesel Oil DL Detection Limit LULC Land Use Land Cover DPEP District Primary Education Program Mg Magnesium DOS Department. of Space Mn Manganese DTM Digital Terrain Model MP Madhya Pradesh E East MPPKW Co.

Ltd. Madhya Pradesh Purav Kshetra Vidyut Vitaran Co. Ltd., Jabalpur.

EAC Expert Appraisal Committee MoEF Ministry of Environment & Forest EIA Environmental Impact Assessment N North EMC Environmental Management Cell Na Sodium EMP Environment Manage Plan NAAQ National Ambient Air Quality ENE East of North East NAAQS National Ambient Air Quality Standards EPA Environment Protection Act NABET National Accreditation Board for Education &

Training ERDAS Earth Resource Data Analysis

System NABL National Accreditation Board for Testing and

Calibration Laboratories ESE East of South East NaOH Sodium Hydroxide ESP Electrostatic Precipitator NATMO National Atlas & Thematic mapping Organization ETP Effluent Treatment Plant ND Not Detected FCC False Color Composite NDIR Non Depressive Infrared Fe Iron Ni Nickel FPS Fine Particulate Sampler NNE North of North East FO Fuel Oil NNW North of North West NH National Highway SiO2 Silica NO2 Nitrogen dioxide SO2 Sulphur Dioxide NRBPT National Registration Board for

Personnel & Training SOI Survey of India

NRSA National Remote Sensing Agency SPCB State Pollution Control Board NW North West SRTM Shuttle Radar Topographic Mission PAH Polycyclic aromatic hydrocarbon SSE South of South East




M/s. Gulf Ispat Ltd. iv JM EnviroNet (P) Ltd.

Pb Lead ST Schedule Tribe PM10 Particulate Matter-10 STP Sewage Treatment Plant PM2.5 Particulate Matter-2.5 SW South West PPEs Personal Protective Equipments TCS Time Constrained Studies pH Potential of Hydrogen TDS Total Dissolve Solid PUC Pollution Under Control TPH Tonne per Hour RF Reserve Forest TG Traveling Grate R & R Rehabilitation and Resettlement ToR Term of Reference S South UP Uttar Pradesh SC Schedule Caste USEPA United State Environmental Pollution Agency Sch. Schedule VES Visual encounter survey SE South East W West SEIAA State Level Environmental Impact

Assessment Authority WSW West of South West

SH State Highway Units

dB(A) Decibel cm Centimeter ha Hector Hrs/Day Hours per Day Kg/ha Kilogram per hectare Kcal/kg Kilo calories per kilogram KL Kilo Litre KLD Kilo litre per day km Kilometer KW Kilo Watt KW/Day Kilo Watt per Day Leq Equivalent Continuous sound Pressure Level m Meter mg/L Milligram per litre ml Milliliter ms/cm milisiemens per centimeter MW Mega Watt MTPA Million Tonne Per Annum Nm3/hr

Normal cubic meter per hour µm Micrometer

µg/m3 Microgram per cubic meter oC Degree Celsius % Percentage




M/s. Gulf Ispat Ltd. v JM EnviroNet (P) Ltd.

LIST OF TABLE

Table 1: Proposed Facilities & Production Capacities ...........................................................................5

Table 2: Salient Features of the Project ..............................................................................................6

Table 3: Raw Material-Quantity, Source & Mode of Transportation .................................................. 14

Table 4: Fuel Requirement ............................................................................................................... 18

Table 5: Storage Facilities................................................................................................................. 18

Table 6: Water Requirement Breakup Details ................................................................................... 19

Table 7: Power Requirement for the Proposed Project Activity ........................................................ 21

Table 8: Energy Balance Details........................................................................................................ 21

Table 9: Manpower Requirement..................................................................................................... 22

Table 10: Land Break-Up Details ....................................................................................................... 23

Table 11: Data Generated For Winter Season (2013-2014) .................................................................. 35

Table 12: Land Use Pattern of the Core Zone .................................................................................... 40

Table 13: Land Use Pattern of the Study Area ................................................................................... 40

Table 14: Annual Rainfall .................................................................................................................. 54

Table 15: Micro-Meteorology at Site ................................................................................................. 55

Table 16: Mixing Height.................................................................................................................... 57

Table 17: AAQ Monitoring Stations ................................................................................................... 58

Table 18: Ambient Air Quality Monitoring ......................................................................................... 60

Table 19: National Ambient Air Quality Standards ............................................................................. 63

Table 20: RSPM Chemical Characterization....................................................................................... 65

Table 21: Noise Monitoring Stations ................................................................................................. 67

Table 22: Average Noise Levels ........................................................................................................ 68

Table 23: CPCB Noise Standards ....................................................................................................... 68

Table 24: Ground Water Sampling Locations .................................................................................... 71

Table 25: Ground Water Analysis Results .......................................................................................... 73

Table 26: Details of Surface Water Sampling Location ...................................................................... 78

Table 27: Surface Water Analysis ...................................................................................................... 79

Table 28: Soil Sampling Location Winter Season ............................................................................... 83

Table 29: Soil Analysis Report........................................................................................................... 84

Table 30: Standard of Soil Classification ........................................................................................... 86

Table 31: Flora of Core and Buffer Zone of project study area ........................................................... 89

Table 32: Aquatic Vegetation in Buffer zone in Study area ................................................................ 92

Table 33: Mammals Recorded in of Project Study Site ...................................................................... 95

Table 34: Amphibians and Reptiles were recorded in project study area ........................................... 96

Table 35: Arthropods were recorded in project study area ............................................................... 96

Table 36: Butterflies Species recorded in study area ......................................................................... 97




M/s. Gulf Ispat Ltd. vi JM EnviroNet (P) Ltd.

Table 37: Fish species recorded in project study area ........................................................................ 97

Table 38: Avian Diversity recorded in project study area ................................................................... 97

Table 39: Biodiversity Monitoring Plan ........................................................................................... 103

Table 40: Demographic Profile of Study Area ................................................................................. 105

Table 41: Detailed Demographic Profile of Study Area .................................................................... 106

Table 42: SC/ST Population of the Study Area ................................................................................. 108

Table 43: Literacy Level of the Study Area ...................................................................................... 109

Table 44: Work Force of the Study Area ......................................................................................... 111

Table 45: List of Industries (falling within 10 km radius area) .......................................................... 117

Table 46: Transportation of Raw Materials..................................................................................... 122

Table 47: Peak Incremental Concentration ..................................................................................... 126

Table 48: Cumulative Concentration (Baseline + Incremental*) ...................................................... 127

Table 49: Impact on Ecological Sensitive Areas- Incremental Concentration of Pollutants............... 131

Table 50: Anticipated Adverse Environmental Impacts and Mitigation............................................ 136

Table 51: Post Project Monitoring Schedule .................................................................................... 144

Table 52: Post Project Monitoring Programme ............................................................................... 144

Table 53: Location of Post Project Monitoring Stations .................................................................. 148

Table 54: Telephone no. of Police, Fire Brigade, Hospitals & Other outside Emergency Service ....... 189

Table 55 : List of Fire Extinguishers................................................................................................. 190

Table 56: List of Personal Protective Equipments ........................................................................... 191

Table 57: List of Hazardous Chemical & its Action Plan ................................................................... 193

Table 58: Arithmetic Rainfall of the Jabalpur District (IMD) 2004-2013 ............................................ 206

Table 59: Ground & Surface Water Type ......................................................................................... 211

Table 60: Summary of Ground Water Balance of Buffer Zone ......................................................... 220

Table 61: Drawdown and Recovery of Bore well ............................................................................. 222

Table 62: Available runoff at varying rainfall & utilizable working days............................................ 228

Table 63 : Land Details of the Proposed Project.............................................................................. 230

Table 64: Details of Project Affected Persons/Families ................................................................... 231

Table 65: Detailed CSR Action Plan ................................................................................................. 233

Table 66: Proposed Pollution Control Equipments ......................................................................... 241

Table 67 : Proposed Storage Facilities of materials ......................................................................... 243

Table 68: Proposed Action plan for Greenbelt Development .......................................................... 248

Table 69: Proposed Plant species to be developed in & around the project site .............................. 249

Table 70: Emission Standards for Vehicles ...................................................................................... 258

Table 71 : Vehicle Check sheet for Fitness Certificate ...................................................................... 258




M/s. Gulf Ispat Ltd. vii JM EnviroNet (P) Ltd.

LIST OF FIGURE

Figure 1: Location Map .......................................................................................................................9

Figure 2: Map Showing Environmental Setting of the Area ............................................................... 10

Figure 3: Photographs of the Proposed Project Site ......................................................................... 12

Figure 4: Flow Chart of Material Balance for Beneficiation................................................................ 16

Figure 5: Flow Chart of Material Balance for Pelletization ................................................................. 17

Figure 6: Water Balance for Pelletization Process ............................................................................. 20

Figure 7 : Water Balance for Beneficiation Process ........................................................................... 20

Figure 8: Plant Layout ...................................................................................................................... 24

Figure 9: Process Flow Sheet (Iron Ore Beneficiation) ...................................................................... 29

Figure 10 : Process Flow Sheet (Iron Ore Pelletization) ..................................................................... 30

Figure 11: Land Use/Land Cover Map of Core zone ............................................................................ 41

Figure 12: Land Use/Land Cover Map of Buffer Zone......................................................................... 42

Figure 13: Satellite Image (Core Zone) .............................................................................................. 43

Figure 14: Satellite image (Buffer Zone)............................................................................................ 44

Figure 15 : Digital Elevation Model .................................................................................................... 47

Figure 16 : Seismic Zone Map ........................................................................................................... 51

Figure 17 :Flood Hazard Map ............................................................................................................ 52

Figure 18: Wind Rose Diagram for Winter Season (Dec., 2013 to Feb.,2014) ....................................... 56

Figure 19: Key Plan showing the Air Quality & Noise Monitoring Stations.......................................... 59

Figure 20: Graph showing AAQ Monitoring Results for PM10............................................................ 61

Figure 21 :Graph showing AAQ Monitoring Results for PM 2.5 .......................................................... 61

Figure 22: Graph showing AAQ Monitoring Results for SO2 ............................................................... 62

Figure 23 : Graph showing AAQ Monitoring Results for NO2 ............................................................. 62

Figure 24: Graphs showing Noise Level at different Monitoring Station during Day Time .................. 69

Figure 25 :Graphs showing Noise Level at Different monitoring Station during Night Time ............... 69

Figure 26: Key Plan Showing the Ground water & Soil Sampling Location ......................................... 72

Figure 27: Gender Wise Demographic Details ................................................................................. 107

Figure 28: Vulnerable Group of Study Area ..................................................................................... 109

Figure 29 :Gender Wise Literacy Rate in the Study Area .................................................................. 111

Figure 30: Working Force in the Study Area .................................................................................... 112

Figure 31: Isopleths showing max. PM10 GLC.................................................................................. 128

Figure 32 :Isopleths showing max. SO2 GLC.................................................................................... 129

Figure 33: Isopleths showing max. NO2 GLC ................................................................................... 130

Figure 34: Graph showing last 10 year arithmetic rainfall of the Jabalpur district ............................. 206

Figure 35 : Ground Water Flow Status in the Study Area ................................................................. 209

Figure 36 : Depth wise contour map............................................................................................... 209




M/s. Gulf Ispat Ltd. viii JM EnviroNet (P) Ltd.

Figure 37 : Piper Diagram of Ground Water Samples....................................................................... 211

Figure 38: Durov diagram of Ground water samples ....................................................................... 212

Figure 39: Schoeller diagram of ground water samples .................................................................. 212

Figure 40: Ion Balance Diagram of Ground water samples .............................................................. 213

Figure 41: Piper diagram of Surface water samples......................................................................... 213

Figure 42: Durov Diagram of Surface water samples....................................................................... 214

Figure 43: Schoeller diagram of surface water samples .................................................................. 214

Figure 44: Drawdown & Recovery Vs Time Curve ........................................................................... 223

Figure 45: Chart showing rainfall, expected runoff available, utilization working days .................... 229




M/s. Gulf Ispat Ltd. ix JM EnviroNet (P) Ltd.

TABLE OF CONTENT

EXECUTIVE SUMMARY ...................................................................................................................... 1

CHAPTER-I: INTRODUCTION .............................................................................................................. 5

1.0 PURPOSE OF THE REPORT ...................................................................................................... 5

1.1 IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT...............................................................5

1.1.1 Identification of the Project ..............................................................................................5

1.1.2 Introduction of the Project Proponent ..............................................................................6

1.2 BRIEF DESCRIPTION OF NATURE, SIZE, LOCATION OF THE PROJECT AND ITS IMPORTANCE TO THE

COUNTRY & REGION ..........................................................................................................................6

1.2.1 Brief Description of Nature, Size & Location of Project .......................................................6

1.2.2 Location Map ...................................................................................................................9

1.2.3 Approach to the Project Site ........................................................................................... 11

1.2.4 Site Selection ................................................................................................................. 11

1.2.5 Importance to the Country & Region ............................................................................... 13

1.3 SCOPE OF STUDY .................................................................................................................. 13

CHAPTER-II: PROJECT DESCRIPTION ................................................................................................ 14

2.0 TYPE OF THE PROJECT.......................................................................................................... 14

2.1 NEED FOR THE PROJECT ........................................................................................................ 14

2.2 REQUIREMENTS FOR THE PROJECT ........................................................................................... 14

2.2.1 Raw Material Requirements ............................................................................................ 14

2.2.2 Material balance ............................................................................................................ 16

2.2.3 Fuel Requirement ........................................................................................................... 18

2.2.4 Storage Facilities ............................................................................................................ 18

2.2.5 Water Requirement ....................................................................................................... 19

2.2.5.1 Water balance Diagram .......................................................................................... 20

2.2.6 Power Requirement ....................................................................................................... 21

2.2.6.1 Energy balance ...................................................................................................... 21

2.2.7 Man Power Requirement ................................................................................................ 22

2.3 LAND DETAILS...................................................................................................................... 22

2.3.1 Plant Layout .................................................................................................................. 23




M/s. Gulf Ispat Ltd. x JM EnviroNet (P) Ltd.

2.4 MANUFACTURING PROCESS: ................................................................................................... 25

2.5 MITIGATION MEASURES ................................................................................................... 31

CHAPTER–III: DESCRIPTION OF THE ENVIRONMENT........................................................................ 33

3.0 INTRODUCTION .................................................................................................................... 33

3.1 STUDY AREA AT A GLANCE ..................................................................................................... 33

3.2 METHODOLOGY ADOPTED ...................................................................................................... 34

3.2.1 Primary Data Generation ................................................................................................ 34

3.2.2 Instruments Used for Baseline Data Collection ................................................................. 35

3.3 LAND USE / LAND COVER OF THE STUDY AREA .................................................................. 36

3.3.1 Land Use/Land Cover Details ........................................................................................... 39

3.3.1.1 Land Use/Land Cover Map (Core Zone) .................................................................. 41

3.3.1.2 Land Use/Land Cover Map (Buffer Zone) ................................................................ 42

3.3.1.3 Satellite Image (Core Zone).................................................................................... 43

3.3.1.4 Satellite Image (Buffer Zone) ................................................................................. 44

3.3.2 Digital Elevation Model ................................................................................................... 45

3.4 PHYSIOGRAPHY AND DRAINAGE PATTERN ................................................................................. 48

3.5 SEISMICITY & FLOOD HAZARD ZONATION OF THE AREA ............................................................... 49

3.5.1 Seismicity of The Area .................................................................................................... 49

3.5.2 Flood Hazard Zonation Map ............................................................................................ 52

3.6 METEOROLOGY .................................................................................................................... 53

3.6.1 Climate .......................................................................................................................... 53

3.6.2 Rainfall .......................................................................................................................... 53

3.6.3 Wind Speed / Wind direction ....................................................................................... 54

3.6.4 Micro-Meteorology at Site........................................................................................... 54

3.6.5 Mixing Height ................................................................................................................ 57

3.7 AMBIENT AIR ENVIRONMENT .................................................................................................. 58

3.7.1 RESULT .......................................................................................................................... 64

3.7.2 Chemical Characterization of RSPM ................................................................................. 65

3.8 NOISE ENVIRONMENT ...................................................................................................... 67

3.8.1 Result ............................................................................................................................ 69




M/s. Gulf Ispat Ltd. xi JM EnviroNet (P) Ltd.

3.8.2 Photographs Showing Noise Monitoring At Different Monitoring Station .......................... 70

3.9 WATER ENVIRONMENT .......................................................................................................... 71

3.9.1 Ground Water Quality .................................................................................................... 71

3.9.1.1 Result .................................................................................................................... 77

3.9.1.2 Photographs Of Ground Water Sampling ............................................................... 77

3.9.2 Surface Water Quality .................................................................................................... 78

3.9.2.1 Results................................................................................................................... 82

3.9.2.2 Photographs Showing Surface Water Sampling At Different Sampling Locations.... 82

3.10 SOIL ENVIRONMENT .............................................................................................................. 83

3.10.1 Soil Quality And Characteristics ................................................................................... 83

3.10.2 Result ........................................................................................................................ 87

3.10.3 Photographs Showing Soil Sampling At Different Sampling Locations ........................... 87

3.11 BIOLOGICAL ENVIRONMENT .................................................................................................... 88

3.11.1 Methodology ................................................................................................................. 88

3.11.1.1 Floral Study............................................................................................................ 88

3.11.1.2 Faunal Study .......................................................................................................... 88

3.11.2 Biodiversity Profile ..................................................................................................... 88

3.11.2.1 Forest Type ............................................................................................................ 88

3.11.2.2 Flora in the study area ............................................................................................ 88

3.11.2.3 Threat Status of the floristic diversity ..................................................................... 95

3.11.3 Fauna of Project Study Area ........................................................................................ 95

Source: Field Survey.............................................................................................................. 99

3.11.3.1 Photographs of the recorded Fauna in the study area: ........................................... 99

3.11.3.2 Threat Status of the faunal diversity ..................................................................... 100

3.11.4 Impact on Ecology and Biodiversity ........................................................................... 100

3.11.5 Biodiversity Impact Mitigation Measure ..................................................................... 101

3.11.6 Biodiversity Post- Monitoring Plan ............................................................................. 103

3.12 SOCIO-ECONOMIC PROFILE OF STUDY AREA ............................................................................ 103

3.12.1 Socio-Economic Environment .................................................................................... 103

3.12.2 Methodology............................................................................................................ 104




M/s. Gulf Ispat Ltd. xii JM EnviroNet (P) Ltd.

3.12.2.1 Collection of data ................................................................................................. 104

3.12.2.2 Presentation of data & Analysis ............................................................................ 104

3.12.2.3 Background Information of the Area ................................................................ 104

3.12.2.4 Baseline Data & Analysis ................................................................................... 105

3.12.2.5 Demography .................................................................................................... 106

3.12.2.6 Vulnerable Group ............................................................................................. 107

3.12.2.7 Literacy Rate........................................................................................................ 109

3.12.2.8 Economic Activities .......................................................................................... 111

3.12.2.9 Annual Income from Various Sources ............................................................... 113

3.12.2.10 Agriculture and cropping pattern ..................................................................... 113

3.12.2.11 Basic Amenities ................................................................................................ 113

3.12.2.12 Educational Facilities ........................................................................................ 114

3.12.2.13 Health Facilities ................................................................................................ 114

3.12.2.14 Other Infrastructure Facilities ........................................................................... 114

3.12.2.15 Drinking Water Facility ..................................................................................... 115

3.12.3 Potential Impacts & Mitigation Measures ................................................................... 115

3.12.3.1 Changes in social environment ............................................................................. 115

3.12.3.2 Socio-economics .............................................................................................. 116

3.12.3.3 Proposed Mitigation Measures ......................................................................... 116

3.12.4 List of Industries (falling within 10 km radius area) ..................................................... 117

3.12.5 Conclusion ............................................................................................................... 118

3.12.6 Recommendation and suggestion:............................................................................. 118

CHAPTER – IV: ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES ............... 119

4.0 IDENTIFICATION OF IMPACTS ............................................................................................. 119

4.1 IMPACT DUE TO PROJECT ACTIVITIES ...................................................................................... 119

4.1.1 Impact on Soil and Land Use Pattern ............................................................................. 119

4.1.1.1 Construction Phase .............................................................................................. 119

4.1.1.2 Operation Phase .................................................................................................. 120

4.1.2 Impact on Air Quality and Mitigation Measures .............................................................. 121

4.1.2.1 Impact during Construction Phase ....................................................................... 121




M/s. Gulf Ispat Ltd. xiii JM EnviroNet (P) Ltd.

4.1.2.2 Impact during Operation Phase ............................................................................ 122

4.1.2.3 Impact Due to Transportation of Raw Material..................................................... 122

4.1.3 Cumulative Impact through Mathematical Modelling for the Proposed Plant................... 123

4.1.3.1 Air Pollution Modelling......................................................................................... 123

4.1.3.2 Pollutants/Model Options Considered For Computations ..................................... 123

4.1.3.3 Model Options Used For Computations................................................................ 123

4.1.3.4 Modelling Procedure............................................................................................ 124

4.1.3.5 Gaussian Plume Model ......................................................................................... 124

4.1.3.6 Extrapolation of Wind Speed ............................................................................... 124

4.1.3.7 Stability Classification .......................................................................................... 124

4.1.3.8 Dispersion Parameters ......................................................................................... 125

4.1.3.9 Mixing Height ...................................................................................................... 125

4.1.3.10 Presentation of Results .................................................................................... 125

4.1.3.11 Impact of air pollutants on soil, vegetation and inhabitation ................................ 131

4.1.3.12 Mitigation Measures ............................................................................................ 131

4.1.4 Impact on Noise Level and Mitigation Measures ............................................................. 132

4.1.4.1 Impact due to Construction Phase ....................................................................... 132

4.1.4.2 Impact due to Operation Phase ............................................................................ 132

4.1.5 Impact on Water Quality and Mitigation Measures ......................................................... 133

4.1.5.1 Impact due to Construction Phase ....................................................................... 133

4.1.5.2 Impact due to Operation Phase ............................................................................ 134

4.1.6 Impact Due To Solid Waste Generation And Its Proper Management ............................... 134

4.1.7 Hazardous Waste Generation........................................................................................ 135

4.1.8 Impact on Occupational Health and Mitigation Measures ............................................... 135

4.1.9 Socio-Economic Environment ........................................................................................ 137

4.1.10 Terrestrial Ecology .................................................................................................... 138

4.2 SUMMARY OF ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION ..................................... 138

CHAPTER–V: ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) ................................................ 141

5.0 ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) .......................................................... 141

CHAPTER–VI: ENVIRONMENTAL MONITORING PROGRAMME ....................................................... 142




M/s. Gulf Ispat Ltd. xiv JM EnviroNet (P) Ltd.

6.0 INTRODUCTION .................................................................................................................. 142

6.1 FORMATION OF EMC (ENVIRONMENTAL MANAGEMENT CELL) .................................................... 142

6.1.1 Responsibilities of EMC ................................................................................................. 142

6.2 MEASUREMENT METHODOLOGIES ......................................................................................... 143

6.2.1 Instruments to be used................................................................................................. 143

6.2.2 Monitoring Programme ................................................................................................ 143

6.2.2.1 Monitoring Schedule............................................................................................ 144

6.2.3 Methodology Adopted ................................................................................................. 144

6.3 LOCATIONS OF MONITORING STATIONS .................................................................................. 148

6.4 DATA ANALYSIS.................................................................................................................. 149

6.5 DETAILED BUDGET .............................................................................................................. 149

CHAPTER–VII: ADDITIONAL STUDIES ............................................................................................. 150

7.0 ADDITINAL STUDIES ........................................................................................................... 150

7.1 PUBLIC HEARING ................................................................................................................ 150

7.1.1 Public Hearing Notice Published in the Newspaper “Swatantramat, Dainik Bhaskar,

Hindustan Times” dated 06.06.2014 ......................................................................................... 151

7.1.2 Photographs of the public Hearing ................................................................................ 153

7.1.3 Public Hearing Proceedings ........................................................................................... 155

7.1.4 English Translation of Public Hearing Proceedings .......................................................... 174

7.2 DISASTER MANAGEMENT PLAN ............................................................................................. 187

7.2.1 Identification of Hazardous Area ................................................................................... 187

7.2.2 Objective of Plan .......................................................................................................... 188

7.2.3 Emergency Control Centre ............................................................................................ 188

7.2.4 Assembly Point ............................................................................................................ 193

7.2.5 Codification of Siren ..................................................................................................... 194

7.2.6 Training and Education ................................................................................................. 194

7.2.7 Mock Rehearsal ............................................................................................................ 195

7.2.8 Updating The Plan ........................................................................................................ 195

7.2.9 Key Personnel’s Responsibility ...................................................................................... 195

7.2.9.1 Site Controller ...................................................................................................... 195




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7.2.9.2 Incident Controller ............................................................................................... 196

7.2.9.3 P & A Manager ..................................................................................................... 196

7.2.9.4 Security Officer .................................................................................................... 197

7.2.9.5 Departmental Heads ............................................................................................ 198

7.2.9.6 First-Aid Teams .................................................................................................... 198

7.2.9.7 Factory Fire Fighting Squad Personnel.................................................................. 198

7.2.9.8 Emergency Action Plan ........................................................................................ 199

7.2.9.9 Key Personnel Responsibility (On any accident or incident) .................................. 199

7.2.9.10 All General Employees except those who are in Emergency Organization on

Hearing Siren ...................................................................................................................... 202

7.2.9.11 Technical Team: Engineering Department/ Environment, Safety & Health

Department on Hearing Siren. ............................................................................................ 203

7.2.9.12 Advisory Committee (All Department Head) ..................................................... 203

7.2.9.13 Communication Committee – (P & A) ............................................................... 203

7.2.9.14 General Instructions ......................................................................................... 203

7.3 HYDRO-GEOLOGICAL STUDY & RAINWATER HARVESTING PLAN ................................................... 204

7.3.1 Investigation methodology ........................................................................................... 204

7.3.2 Coverage area .............................................................................................................. 204

7.3.3 Surface Hydrogeological & Hydrological Investigation .................................................... 204

7.3.3.1 Objective ............................................................................................................. 204

7.3.4 Regional Geology of the area ........................................................................................ 204

7.3.4.1 Geomorphology and Physiography ...................................................................... 205

7.3.4.2 Climate and Rainfall ............................................................................................. 205

7.3.5 Aquifer Type ................................................................................................................ 207

7.3.6 Specific Yield Potential ................................................................................................. 207

7.3.7 Ground Water Movement in the Study Area .................................................................. 207

7.3.8 Water Quality .............................................................................................................. 210

7.3.8.1 Ground Water ...................................................................................................... 210

7.3.8.2 Surface Water ...................................................................................................... 210

7.3.9 Ground Water Resource Evaluation ............................................................................... 215




M/s. Gulf Ispat Ltd. xvi JM EnviroNet (P) Ltd.

7.3.9.1 Dynamic Ground Water Resources ....................................................................... 215

7.3.9.2 Ground Water Resources in the Core Zone ........................................................... 215

7.3.9.3 Total Dynamic Reserves ....................................................................................... 216

7.3.9.4 Ground Water Resources in the BufferZone ......................................................... 217

7.3.9.5 Total recharge of BufferZone (rb) ........................................................................ 219

7.3.9.6 Ground Water draft of the BufferZone ................................................................. 219

7.3.9.7 Total draft of the BufferZone ............................................................................... 220

7.3.9.8 Surplus Dynamic Reserves of the BufferZone ....................................................... 220

7.3.10 Aquifer Performance Test ......................................................................................... 221

7.3.10.1 Step draw down test............................................................................................ 221

7.3.10.2 Aquifer performance test data ......................................................................... 222

7.3.10.3 Hydraulic Parameters ....................................................................................... 223

7.3.11 Artificial Ground Water Recharge .............................................................................. 224

7.3.11.1 Need for Articial Ground Water Recharge ............................................................ 224

7.3.11.2 Nature of Problem ............................................................................................... 224

7.3.11.3 Methods of rainwater harvesting system ............................................................. 225

7.3.11.4 Roof rainwater Runoff ......................................................................................... 226

7.3.11.5 Open land/Green Belt Area ................................................................................... 227

7.3.11.6 Self Percolation.................................................................................................... 227

7.3.11.7 Total Rainwater Recharge inside the Industrial Area............................................. 227

7.3.11.8 Direct Rainwater Harvesting ................................................................................ 228

7.3.12 Precautions .............................................................................................................. 229

7.3.13 Findings ................................................................................................................... 230

7.4 BRIEF NOTE ON REHABILITATION (R & R)................................................................................ 230

7.4.1 Land Identified for Proposed Project ............................................................................. 230

7.4.2 Brief details of Project Affected Persons ........................................................................ 231

CHAPTER–VIII: PROJECT BENEFITS ................................................................................................ 232

8.0 INTRODUCTION .................................................................................................................. 232

8.1 CONCLUSION ..................................................................................................................... 236

CHAPTER–IX: ENVIRONMENTAL COST BENEFIT ANALYSIS ............................................................ 237




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9.0 ENVIRONMENTAL COST BENEFIT ANALYSIS....................................................................... 237

CHAPTER–X: ENVIRONMENTAL MANAGEMENT PLAN ................................................................... 238

10.0 INTRODUCTION .................................................................................................................. 238

10.1 CORPORATE ENVIRONMENTAL POLICY .................................................................................... 239

10.2 AIR QUALITY MANAGEMENT ................................................................................................. 239

10.2.1 Gaseous & Particulate Emissions ................................................................................ 239

10.2.2 Fugitive emissions, sources and control technologies ................................................. 240

10.2.3 Storage of materials ................................................................................................. 243

10.3 NOISE MANAGEMENT .......................................................................................................... 243

10.4 WATER MANAGEMENT ........................................................................................................ 244

10.5 IMPACT ON SOIL QUALITY & MITIGATION MEASURES ................................................................ 245

10.6 SOLID WASTE MANAGEMENT ................................................................................................ 245

10.6.1 Hazardous Waste Management ................................................................................. 246

10.7 CONCEPT OF WASTE MINIMIZATION, 2R’S (REUSE AND RECYCLE TECHNIQUES), ENERGY AND NATURAL

RESOURCE CONSERVATION MEASURES .............................................................................................. 246

10.7.1 Waste Minimization - 2R’s ......................................................................................... 246

10.7.1.1 Reuse .................................................................................................................. 246

10.7.1.2 Recycle ................................................................................................................ 246

10.7.2 Energy Conservation ................................................................................................. 247

10.7.3 Natural Resource Conservation ................................................................................. 247

10.8 GREEN BELT/PLANTATION DEVELOPMENT ............................................................................... 248

10.8.1 Proposed Plantation Scheme..................................................................................... 248

10.8.2 General Guidelines for Green Belt Development .......................................................... 249

10.9 SOCIO ECONOMICS ENVIRONMENT ......................................................................................... 253

10.10 OCCUPATIONAL HEALTH AND SAFETY MEASURES.................................................................. 254

10.10.1 Safety Plan for Occupational Health Hazards: ............................................................. 254

10.10.2 Plan of pre-placement and periodical health status of workers ................................... 255

10.10.3 Occupational Health Surveillance Programme: ........................................................... 255

10.10.4 Medical Facilities ...................................................................................................... 256

10.10.5 First Aid Boxes ......................................................................................................... 256




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10.10.6 Safety Committee..................................................................................................... 257

10.11 VEHICULAR POLLUTION CONTROL .......................................................................................... 257

10.12 CONCLUSION ..................................................................................................................... 259

CHAPTER–XI: SUMMARY AND CONCLUSION ................................................................................. 261

11.0 PROJECT DESCRIPTION ...................................................................................................... 261

11.1 JUSTIFICATION FOR THE PROJECT ........................................................................................... 261

11.2 DETAILS OF THE PROJECT ..................................................................................................... 262

11.3 ENVIRONMENT MANAGEMENT PLAN ...................................................................................... 263

11.3.1 Air Pollution Control ..................................................................................................... 263

11.3.2 Noise Management ................................................................................................... 264

11.3.3 Water Management ................................................................................................. 265

11.3.4 Solid Waste Management ......................................................................................... 265

11.3.5 Hazardous Waste Generation .................................................................................... 266

11.3.6 Greenbelt Development ............................................................................................ 266

11.4 CONCLUSION ..................................................................................................................... 266

CHAPTER–XII: DISCLOSURE OF CONSULTANTS ENGAGED ............................................................. 267

12.0 DISCLOSURE OF CONSULTANTS ENGAGED......................................................................... 267

ANNEXURE-I: COAL LINKAGE DOCUMENT ..................................................................................... 269

ANNEXURE-II: CORPORATE ENVIRONMETAL POLICY...................................................................... 271

ANNEXURE-III: DETAILED AAQM TABLES ...................................................................................... 276

ANNEXURE-IV: HOURLY MICRO-METROLOGICAL DATA ................................................................. 284

ANNEXURE-V: INDUSTRY QUESTIONNAIR ..................................................................................... 343

ANNEXURE-VI: GROUND WATER PERMISSION .............................................................................. 376




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ToR LETTER




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ToR REPLY

Terms of Reference (ToR) Letter Point wise Reply

Name of the Project

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore

Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x25000

Nm3/hr) at Village : Ghughra, Tehsil : Sihora, District : Jabalpur,

Madhya Pradesh

MoEF ToR Letter No. F.No. J-11 011/256/2013-IA II (I)

ToR Point No.

ToR Points Reply

1. Executive summary of the Project Executive summary of the project has been incorporated in the Final EIA/EMP Report, page no. -1 to 4.

2. Photographs of the proposed plant area Photographs of the Proposed plant area have been incorporated in Chapter-I of the Final EIA/EMP Report, Figure no.3, Page no.12

3. Copies of Iron ore/Coal linkage documents Iron Ore is required for Beneficiation plant which will be sourced from local market as well as from GIL’s Captive mines for which Company has already applied for PL. Coal linkage document has been enclosed as Annexure-I.

4. A line diagram/flow sheet for the process & EMP. A line diagram/flow sheet for the process has been incorporated in Section no.2.4, Figure: 9 & 10, Page no. 29 & 30 respectively of Chapter-II in the Final EIA/EMP Report.

5. The earlier questionnaire for industry sector shall be submitted while EIA/EMP.

Questionnaire for Industrial Sector has been enclosed as Annexure-V along with the Final EIA/EMP Report.

6. A site location map on Indian map of 1:10,00,000 scale followed by 1:50,000/1:25,000 scale on an A3/A2 sheet with at least next 10 Kms of terrains i.e. circle of 10 kms and further 10 kms on A3/A2 sheets with proper longitude/latitude/heights with min. 100/200 m. contours should be included. 3-D view i.e. DEM (Digital Elevation Model) for the area in 10 km radius from the proposal site.

A site location map on Indian map of 1:10, 00,000 scale followed by 1:50,000/1:25,000 scale on an A3/A2 sheet with at least next 10 Kms of terrains i.e. circle of 10 kms and further 10 kms on A3 sheet with proper longitude/latitude & contours is incorporated in Chapter I of Final EIA/EMP Report, Section no.1.2.2, Figure no. 1 page no. 9. DEM (Digital Elevation Model) of the study area has been prepared & incorporated in Chapter III of the Final EIA/EMP Report; section




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no. 3.4.2, Figure no. 15 page no.47.

7. Present land use should be prepared based on satellite imagery. High-resolution satellite image data having 1m-5m spatial resolution like quickbird, Ikonos, IRS P-6 pan sharpened etc. for the 10Km radius area from proposed site. The same shall be used for land used/land-cover mapping of the area.

Present land use based on satellite imagery has been prepared. Details of the same have been incorporated in the Chapter III of the Final EIA/EMP Report, section no. 3.3; page no. 36 to 44.

8. Break up of small, medium & large farmers from whom the land is being acquired. If small farmers are involved, a detailed R & R plan.

A brief note on R & R Plan for the Proposed Project has been incorporated in Chapter VII of the Final EIA/EMP Report; section no. 7.4, page no.230. Detailed R&R Plan is under preparation and shall be submitted later.

9. Location of national parks / wildlife sanctuary / reserve forests within 10 km. radius should specifically be mentioned. A map showing land use / land cover, reserved forests, wildlife sanctuaries, national parks, tiger reserve etc in 10 km of the project site.

A map showing environment setting of 10 km study area has been incorporated in Chapter I of Final EIA/EMP Report; Figure no. 2, page no.10. The land use /land cover map of the study area has been prepared using Satellite Imagery, details of the same have been incorporated in the Chapter III of the Final EIA/EMP Report, section no. 3.3; page no. 36 to 44.

10. Project site layout plan to scale using AutoCAD showing green Belt at least 10 m wide along the periphery on all sides, raw materials, fly ash & other storage plants, bore well or water storage, aquifers (within 1 km.) Dumping, waste disposal, water bodies, rivers/drainage passing through the project site shall be included.

Project site layout plan including the aforementioned details has been incorporated in the Chapter II of the Final EIA/EMP Report, section no.2.3.1; page no 23. There is no river / drainage passing through the Plant site hence the same has not been shown in the plant layout.

11. Coordinates of the plant site as well as ash pond with topo sheet co-ordinates shall also be included.

Coordinates of the plant site has been given in Chapter I of the Final EIA/EMP Report, section no. 1.2.1, Table no. 2, page no.7.

12. Details and classification of total land (identified and acquired) should be included.

Detail of Total Land Identified are as follows:

Type of Land Area (ha)

Govt. Land (Grazing Land)

2.426

Private Land (Fallow Land)

30.27

Forest Land NIL Total Land 32.696 ha

Out of the total land 4.32 ha of land have been already acquired & rest 28.376 ha land is under process of acquisition.

13. Proposal shall be submitted to the Ministry for Total land identified for the project are 32.696




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environment clearance only after acquiring total land. Necessary documents indicating acquisition of land shall be included.

ha out of which 4.32 ha of land have been already acquired & rest 28.376 ha land is under process of acquisition.

14. Rehabilitation & Resettlement (R & R) shall be as per policy of the state Govt. and a detailed action plan shall be included.

A brief note on R & R Plan for the Proposed Project has been incorporated in Chapter VII of the Final EIA/EMP Report; section no. 7.4, page no.230. Detailed R&R Plan is under preparation and shall be submitted later.

15. Permission and approval for the use of forest land and recommendations of the State Forest Department regarding impact of proposed expansion on the surrounding reserve forests, if applicable, shall be included.

No forest land is involved for the proposed project & hence no permission and approval is required. Total area proposed for the project site is 32.696 ha. Out of which 2.426 ha will be Govt. Land (Grazing) & 30.27 ha will be Private Land (Fallow).

16. A list of industries containing name and type in 10 km radius should be incorporated.

Details of the same have been incorporated in Chapter III of the Final EIA/EMP Report, section no.-3.12.4, page no.117.

17. Residential colony shall be located in upwind direction.

Residential colony has not been proposed with this proposal. However other facilities such as Canteen, Guest house will be constructed accordingly.

18. List of raw material required and source along with mode of transportation shall be included. All the trucks for raw material and finished product transportation must be “Environmentally Compliant”.

List of raw material required, its quantity, source & mode of transportation has been mentioned in Chapter II of the Final EIA/EMP Report, section no.2.2.1, Table: 3, page no .14.All the trucks for raw material and finished product transportation will be Environmentally compliant.

19. Studies for Iron content, Tailing, slurry, sludge material & solid waste generated shall also be included, if the raw materials used has trace element and a management plan.

Details of Solid waste generated, its quantity along with its mode of disposal has been furnished in Chapter X of the Final EIA/EMP Report, section no. 10.6, page no.245.

20. Manufacturing process details for all the process units shall be included.

Manufacturing process details for all the units i.e. Iron Ore Pelletization, Beneficiation & Producer Gas Plant has been given in Chapter II of Final EIA/ EMP Report, section no. 2.4, Page no.25

21. Possibility of installation of WHRB will be explored and details included.

There is no provision of installing WHRB.

22. Mass balance for the raw material & products shall be included.

Mass balance for the raw material and products has been given in Chapter II of the Final EIA/EMP Report, section 2.2.2, Page no .16.

23. Energy Balance data for all the components shall be incorporated.

Energy balance data for all the components of plant are given in Chapter II of the Final




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EIA/EMP Report, section 2.2.6.1, Page no. 21.

24. Site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall shall be collected.

Site-specific micro-meteorological data using temperature, relative humidity, wind speed and direction and rainfall were collected for Study period: Winter Season (Dec., 2013 to Feb.,2014).

Details of the same have been incorporated in Chapter III of the Final EIA/EMP Report, section 3.6 page no. 53.

25. Sources of secondary emissions, its control and monitoring as per the CPCB guidelines shall be included. A full chapter on fugitive emissions and control technologies shall be provided.

Sources of secondary emissions, its control

have been incorporated in Chapter X of the

Final EIA/EMP Report, section 10.2.2, page

no.203.

26. An action plan to control and monitor secondary fugitive emissions from all the sources as per the latest permissible limits issued by the Ministry vide G.S.R 414 (E) dated 30th May, 2008

The details have been incorporated in Chapter X of the Final EIA/EMP Report, section 10.2.2, page no.240.

27. Vehicular pollution control and its management plan shall be submitted

Vehicular pollution control & its management plan has been provided in Chapter X of the Final EIA/EMP Report, section 10.11, page no.257.

28. A write up on use of high calorific Hazardous wastes from all the sources in kiln and commitment regarding use of hazardous waste shall be included.

Presently there is no possibility of use of high calorific waste in the plant itself, but the opportunities shall be explored in later phases of plant operation.

29. Ambient air quality at 8 locations within the study area of 10 km, aerial coverage from project site with one AAQMS in downwind direction shall be carried out.

To assess the ambient air quality, monitoring has been carried out at 8 locations for Winter Season (Dec.2013 to Feb., 2014) within the study area of 10 km. Two AAQMS were taken in downwind direction. Details regarding the ambient air quality have been incorporated in Chapter III of Final EIA/EMP Report, section 3.7 Page no. 58 to 66.

30. The suspended particulate matter present in the ambient air must be analyzed for the presence of poly-aromatic hydrocarbons (PAH), i.e. Benzene soluble fraction. Chemical characterization of RSPM and incorporating of RSPM data.

Particulate matter found in the ambient air for all the AAQM stations were analyzed for the presence of PAH which was not detected. Details regarding chemical characterization of RSPM have been incorporated in Chapter III of Final EIA/EMP Report, section 3.7.2 Page no.65

31. Determination of atmospheric inversion level at the project site and assessment of ground level concentration of pollutants from the stack emission based on site-specific meteorological features

The incremental ground level concentration of pollutants has been predicted based on computation done through mathematical modeling.




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Details have been incorporated in Chapter IV of Final EIA/EMP Report, section no.4.1.3.10, page no. 125 to 130.

32. Air quality modeling for specific pollutants needs to be done. APCS for the control of emissions should also be included to control emissions within 50 mg/Nm3.

Air quality modeling for specific pollutants i.e. PM 10, SO2 & NO2 has been done. Details have been incorporated in Chapter IV of the Final EIA/EMP Report, section 4.1.3 page no.123 to 131. Details of the APCS for the control of emissions have been given in Chapter X of the Final EIA/EMP Report, section 10.2, Table: 66, page no.204.

33. Action plan to follow National Ambient Air Quality Emission Standards issued by the Ministry vide G.S.R. No. 826(E) dated 16th November, 2009 should be included.

Action plan to follow National Ambient Air Quality Emission Standards issued by Ministry vide G.S.R. No. 826 (E) dated 16th November,2009 has been incorporated in Chapter X of the Final EIA/EMP Report, section 10.2,page no.239.

34. Ambient air quality modelling along with cumulative impact shall be included for the day (24 hrs) for maximum GLC along with following:

Ambient Air quality modelling for the proposed project activity has been done using MoEF approved model, AERMOD ver 8.0.5 GLC for 24 hourly peak concentrations for the pollutants have been calculated for the entire study area of 10 km radius. Meteorological data collected during study period has been used for the same, details of which are incorporated in Chapter IV, section 4.1.3 of Final EIA, page no. 123 to 130. Details of pollution control equipments to be used has been detailed in Chapter X of the Final EIA/EMP Report, section 10.2,page no.239 to 243.

i. Emissions (g/second) with and without the air pollution control measures

ii Meteorological inputs (Wind speed, m/s) iii Model input options for terrain, plume rise,

deposition etc.

iv. Print-out of model input and output on hourly and daily average basis.

v. A graph of daily averaged concentration (MGLC scenario)with downwind distance at every 500 m interval covering the exact location of GLC

Vi. Details of air pollution control methods used with percentage efficiency that are used for emission rate estimation with respect to each pollutants.

vii. Applicable air quality standards as per LULC covered in the study area and % contribution of the proposed plant to the applicable Air quality standards. In case of expansion project, the contribution shall be inclusive of both existing and expanded capacity.

viii. No. I-VII are to be repeated for fugitive emissions and any other source type relevant and used for industry.

ix. Graphs of monthly average daily concentration with down-wind distance.




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x. Specify when and where the ambient air quality standards are exceeded either due to the proposed plant alone or when the plant contribution is added to the background air quality.

xi. Fugitive dust protection or dust reduction technology for workers within 30 m of the plant active areas.

Details regarding Fugitive emissions & related mitigation measures have been provided in Chapter X of the Final EIA/EMP Report, section no. 10.2.2, page no.240.

35. Impact of the transport of the raw material and end products on the surrounding environment shall be assessed and provided.

Impact of the transport of the raw materials and end products on the surrounding environment has been assessed and it is concluded that surrounding environment will not be effected due to the transportation activities as appropriate mitigation measures will be adopted for the proposed plant. Details have been incorporated in Chapter IV of Final EIA/EMP Report, section no. 4.1.2.3, page no.122 & section no. 4.1.3.12, page no.131.

36. One season data for gaseous emissions other than monsoon season is necessary.

Data for gaseous emissions (SO2, NO2, CO & PAH) for One season i.e. Winter Season (Dec.,2013 to Feb.,2014) has been monitored & the same has been incorporated in Chapter III of the Final EIA/EMP Report, section no. 3.7, page no.58

37. Presence of aquifer/aquifers within 1 km of the project boundaries and management plan for recharging the aquifer should be included

Detailed hydrogeology study of the core zone & buffer zone along with types of aquifers has been incorporated in Chapter VII, Section 7.3 page no.204 to 230.

38. Source of surface/ground water level, site (GPS), cation, anion (Ion Chromatograph), metal trace element (as above) chemical analysis for water to be used along with a Piper and Piper Duro- V diagram. If surface water is used from river, rainfall, discharge rate, quantity, drainage and distance from project site should also be included.

For the proposed project, 1500 KLD water is required, which will be sourced from Hiren river & ground water (only for Domestic purpose). Chemical analysis of the Ground water & Surface water have been incorporated in Chapter III of the Final EIA/EMP Report, section 3.9, Table no. 25 & Table no. 27 respectively, page no.73 & 79 resp. Piper & Piper Duro-V diagram has been incorporated in the detailed Hydo-geological plan given in Chapter VII of the Final EIA/EMP Report, section 7.3, page no. 204 to 230.

39. Ground water analysis with bore well data, litho-logs, drawdown and recovery tests to quantify the area and volume of aquifer and its management.

Ground water analysis has been incorporated in Chapter III of the Final EIA/EMP Report, section 3.9.1, page no. 71 to 77. Detailed Hydrogeology study has been carried out & the same has been incorporated in




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Chapter VII of the Final EIA/EMP Report, section 7.3, page no. 204 to 230.

40. Ground water modelling showing the pathways of the pollutants shall be included.

Detailed Hydrogeology study has been carried out & the same has been incorporated in Chapter VII of the Final EIA/EMP Report, section 7.3, page no.204 to 230.

41. Column leachate study for all types of stockpiles or waste disposal sites, at 200C - 500C shall be conducted and included.

Solid waste so generated will be Disposed of by proper mean & the details of the same are given in Chapter IV, section no. 4.1.6, page no. 134.

42. 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. Rain water harvesting and ground water recharge structures may also be constructed outside the plant premises in consultation with local gram Panchayat and Village Heads to augment the ground water level. Incorporation of water harvesting plan for the project is necessary, if source of water is bore well.

Detailed Hydrogeology study & the Rainwater Harvesting Plan have been incorporated in Chapter VII of the Final EIA/EMP Report, section 7.3, page no.204 to 230.

43. Permission for the drawl of water from the concerned authority and water balance data including quantity of effluent generated, recycled and reused and discharged is to be provided. Methods adopted/to be adopted for the water conservation shall be included.

About 1500 KLD of water will be required for

the Proposed Project. This requirement will be

met by Hiren river & ground water sources.

Permission for the drawl of water from the

concerned authority has been obtained & the

same has been enclosed as Annexure VI.

No effluent has been generated from the

proposed project activities. Water balance

diagram has been provided in Chapter II, of

Final EIA/EMP Report, section 2.2.5.1, page

no.20

Other details related to recycled and reused

water, water conservation measures have been

incorporated in Chapter IV of Final EIA/EMP

Report, section 4.1.5, page no. 133

44. A note on the impact of drawl of water on the nearby river during lean season.

After review of all the previous reports the concern authority has considered the request




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for drawl of water from Hiren river therefore we can say that there must not be any effect on river during lean season.

45. Surface water quality of nearby River (60 m upstream and downstream) and other surface drains at eight locations must be ascertained.

Surface water samples were collected from

Balkund Nadi (Upstream & Downstream), Hiren

River (Upstream & Downstream), Silpuri Nala,

and Barne Nadi in the Study area.

Details of Surface water quality have been mentioned in Chapter III of the Final EIA/EMP Report, section 3.9.2, page no. 78 to 82.

46. If the site is within 10 km radius of any major river, flood Hazard Zonation Mapping is required at 1:5000 to 1;10,000 scale indicating the peak and lean river discharge as well as flood occurrence frequency.

The area is not liable to flood. Flood Hazard Zonation map has been given in Chapter III of the Final EIA/EMP Report, section 3.5.2, page no .52.

47. A note on treatment of wastewater from different plants, recycle and reuse for different purposes shall be included.

No effluent will be generated from the proposed plant. Water balance diagram has been provided in Chapter II, section 2.2.5.1, page no.20

48. Provisions of traps and treatment plants are to be made, if water is getting mixed with oil, grease and cleaning agents.

The proposed project activity will work on zero

effluent discharge principle. Waste water so

generated will be recycled in the process &

thus no waste water will be mixed with oil,

grease & cleaning agents.

49. If the water is mixed with solid particulates, proposal for sediments pond before further transport shall be included. The sediments pond capacity shall be 100 times the transport shall be included. The sediment pond capacity shall be 100 times the transport capacity.

Water will not be mixed with solid particulates

at any point of process; hence no sediment

pond for further transport has been proposed.

50. The pathways for pollution via seepages, evaporation, residual remains are to be studied for surface water (drainage, rivers, ponds and lakes), sub-surface and ground water with a monitoring and management plans.

No effluent will be generated. Zero effluent discharge from the industry will be proposed. Domestic waste water so generated from office area & canteen etc. will be treated in STP & treated waste water will be reused in a Green Belt development. There is no source of seepage of effluent in the ground water. Ground water monitoring will be done as per the post project monitoring.

51. Ground water monitoring at 8 locations and near solid waste dump zone, Geological features and Geo-hydrological status of the study area are essential as also. Ecological status (Terrestrial and

Ground water monitoring has been done at 8

locations of the study area & related details

have been incorporated in Chapter III of Final




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Aquatic) is vital. EIA/EMP Report, section 3.9.1, page no.71 to 77.

Geological features and Geo-hydrological status

of the study area have been also studied &

incorporated in the Chapter VII of Final

EIA/EMP Report, section 7.3, page no 204 to

207.

Ecological Status (Terrestrial and Aquatic) of

the study area has been studied & the same has

been incorporated in Chapter III of the

FinalFinal EIA/EMP Report, section 3.11, page

no.88 to 103.

52. Action plan for solid/ Hazardous waste generation, storage, utilization and disposal. A note on the treatment, storage and disposal of all type of solid waste shall be included. End use of solid waste and its composition shall be covered.

Details regarding solid waste generation & its

mode of disposal have been incorporated in

Chapter X of the Final EIA/EMP Report, section

10.6, page no.245.

53. All stock piles will have to be on top of stable liners to avoid leaching of material to ground water.

All stock piles will be kept on top of stable liners to avoid leaching of material to ground water.

54. Details description of the flora and fauna (terrestrial and aquatic) shall be given with special reference to rare, endemic and endangered species.

Detailed Biological Study has been incorporated in Chapter III of the Final EIA/EMP Report, section 3.11, page no.88 to 103.

55. Action plan for development of green belt over 33 % of the total project area within plant premises with at 10 meter wide green belt on all sides along the periphery of the project area, in downward direction and along road sides etc.

Action plan for development of green belt i.e. 10.899 ha of the total project area has been incorporated in Chapter X of the Final EIA/EMP Report, Section 10.8, page no.248 to 252..

56. Disaster Management Plan including risk assessment and damage control needs to be addressed and included.

Disaster Management Plan and damage control has been furnished in Chapter VII of the Final EIA/EMP Report, Section 7.2, page no.187 to 203.

57. Details regarding expected Occupational & safety Hazards. Protective measures for Occupational Safety & Health hazardous so that such exposure can be kept within permissible exposure level so as to protect health of workers. Health of the workers with special reference to Occupational Health. Plan of exposure specific health status evaluation of workers; pre placement and periodical health status of workers; plan of evaluation of health of workers by pre designed format, chest x ray, Audiometry,

Details regarding the Occupational, Health & Safety along with its mitigation measure have been incorporated in Chapter no. IV of Final EIA/EMP Report, Section 4.1.8, page no.135 to 136.. Plan of evaluation of health of workers has been given on Chapter X, Section 10.10.3, page no.255.




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spirometry vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre placement and periodical examinations and plan of monthly and yearly report of the health status of workers with special reference to Occupational Health and Safety.

58. 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.

The company has well defined Environment Policy approved by Board of Directors which has been enclosed as Annexure II, page no.271 to 275.

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.

The Environmental Policy so prescribed is formed in the most Environmentally benign manner and hence there will be no infringement/deviation/violation of environment or forest norms/ conditions envisaged.

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.

The hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions has been provided in Corporate Environmental Policy enclosed as Annexure II.

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 should be detailed in the EIA report.

Yes, the company has system of reporting of non compliances/violations of environmental norms to Board of Directors of the company.

59. At least 5% of the total cost of the project should be earmarked towards the Enterprise Social Commitment (ESC) based on local needs and action plan with financial and physical breakup/details should be prepared and submitted.

The Company has allocated 5% (i.e. Rs. 32.5 crore) of the Total cost of the project for all the CSR activities. The proposed CSR Action Plan has been incorporated in Chapter VIII, Table: 65, page no. 233.

60. A note on identification and implementation of Carbon Credit project shall be included.

Carbon Credit has not yet been proposed for

the project.

61. Total capital cost and recurring cost/annum for environmental pollution control measures.

Total capital cost and recurring cost/annum for

environmental pollution control measures are

as follows:

• Capital Cost for EMP - Rs 20 Crores

• Recurring Cost for EMP- Rs 200 Lacs

/annum




M/s. Gulf Ispat Ltd. xxxvi JM EnviroNet (P) Ltd.

62. Public hearing issues raised and commitments made by the project proponent on the same should be included separately in EIA/EMP Report in the form of tabular chart with financial budget for complying with the commitments made.

Public Hearing issues raised and commitments made by the project proponent have been incorporated in the Final EIA/EMP Report in Chapter VII, Section 7.1, page no.150 to 186.

63. Any litigation pending against the project and / or any direction / order passed by any Court of Law against the project, if so, details thereof.

There is no litigation pending against the

project and / or any direction / order passed by

any Court of Law against the project.




M/s. Gulf Ispat Ltd. 1 JM EnviroNet (P) Ltd.

EXECUTIVE SUMMARY

S. NO. PARTICULARS DETAILS

A. Name of the Project The proposed project is an Iron ore Pelletization plant

(1.2 MTPA), Iron Ore Beneficiation plant (3.0 MTPA)

along with Producer Gas Plant (2x 25000 Nm3/hr).

B. Category & S.No. of the Project As per the EIA Notification dated 14.09.2006 and

amended on 01.12.09, the project falls under Category

A project S.No. 3-3 (a).

C. Location Details

1. Village Ghughra

2. Tehsil Sihora

3. District Jabalpur

4. State Madhya Pradesh

5. Latitude 23° 29’ 27.6” N to 23° 29’ 45.5” N

6. Longitude 80° 11’ 09.3” E to 80° 11’ 46.5” E

Location Map showing project site is given on page no. 9. (Figure 1)

D. Land Details

1. Total Project area



2.426


30.27

Forest Land NIL Total Land 32.696 ha

2. Greenbelt / Plantation area 10.899 ha (>33% of total project area)

E. Requirement for the Project

1. Water Total water requirement : 1500 KLD

Source: Hiren River & Ground water






2. Power

10 MW

Source: Madhya Pradesh Purav Kshetra Vidyut

Vitaran Co. Ltd., Jabalpur

3. Man Power 331 Person

F. Raw material Requirement

S.No. Proposed Facility Raw Material

Required Quantity (Lac

Tonne/Annum) Source

1. Beneficiation Plant (3.0 MTPA)

Iron Ore Fines 30 Nearby area /GIL’s Own

Mines

2. Pelletization Plant (1.20MTPA)

Iron Ore Fines/ Concentrate

14.4 Captive

Coke Breeze 0.144 Jharkhand/Chhattisgarh

Bentonite 0.144 Gujarat Limestone 0.144 Local Mines in Katni

FO/LDO in KLtr.

6000 Nearest depot of the

Petroleum companies

3.

Producer Gas Plant

(2 x 25000 m3/hr) Coal 1.44

Imported Coal/ Indian Coal

G. Cost details

1. Total Cost of the Project Rs. 650 Crore

2. Cost for Environmental Protection

Measures

Capital Cost: Rs. 20 Crore

Recurring Cost: Rs. 200 Lac/annum

H. Environmental Management Plan

1. Air Quality Management

� Gaseous emission will be control by keeping

appropriate height of the Chimneys.

� Some of the gas can be recovered & stored for

further use.

� Better maintenance and installation of proper

pollution control equipment like Bag filters/ ESP

will help in reducing Dust emissions.

� Green belt will be developed as dust preventive

barrier






2.

Noise Management

� Proper maintenance, oiling and greasing of

machines at regular intervals will be done to

reduce generation of noise.

� Properly insulated enclosures will be provided to

equipments making excessive noise.

� Green belt will be developed all along the project

boundary.

� Periodical noise monitoring will be carried out on

regular basis to keep check on noise level

3.

Water Quality Management � No effluent will be generated. Zero effluent

discharge from the industry will be proposed.

� Domestic waste water generated from office

area & canteen etc. will be treated in STP &

treated waste water will be reused in a Green

Belt development.

4.

Solid Waste & Hazardous Waste

Management

� Solid waste produced by the plant will be

Tailings, Dust & ash.

� Tailings so produced will be sold to cement plant,

Brick Manufacturer, Local filling & Abandoned

Mines.

� Dust collected by the dust collectors (Bag Filters,

ESP’s) will be automatically recycled in the Pellet

Plant along with concentrate.

� Ash from coal gas producer will be used in road

making & disposed off in abandoned mines.

5. Green Belt Development/ Plantation

� 33% of the total plant area will covered under

green belt. Local / Native species will be planted






as per CPB guidelines.

� Plantation will be done in and around the plant

premises.

� The trees will be planted at suitable grid spacing

to encourage proper growth.





CHAPTER-I: INTRODUCTION

1.0 PURPOSE OF THE REPORT

As per the New EIA Notification, 14th September 2006 and its subsequent amendments, it is

mandatory to obtain the Environment Clearance for any new industry or expansion of

the industry from Ministry of Environment & Forests (MoEF), Government of India, New

Delhi in case of “A” category projects and from or State Level Environmental Impact

Assessment Authority (SEIAA) for “B” category projects. For obtaining the Environment

Clearance for A- Category projects, a detailed Environmental Impact Assessment (EIA)

study is needed to be conducted as per the MoEF guidelines depending upon the

category in which the project is falling.

The purpose of the EIA report is to assess the possible significant impacts that may arise

due to a project activity and the measures that should be taken to avoid the severity of

the impacts to reduce them to an acceptable limit. It contains essential information for:

� The Project Proponent to implement the proposal in an environmentally and socially

responsible way;

� The responsible authority to make an informed decision on the proposal, including

the terms and conditions that must be attached to an approval or authorization; and

� The public to understand the proposal and its likely impacts on people and the

environment.

1.1 IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT

1.1.1 Identification of the Project

A. Project Proposal

M/s. Gulf Ispat Limited has proposed for an Iron Ore Pelletization plant (1.2 MTPA), Iron

Ore Beneficiation plant (3.0 MTPA) & Producer Gas Plant (2x 25000 Nm3/hr) at Village-

Ghughra, Tehsil- Sihora, District: Jabalpur, (Madhya Pradesh).

Table 1: Proposed Facilities & Production Capacities

S.No. Proposed Facility Capacity

1. Iron Ore Pelletization Plant 1.2 MTPA





2. Iron Ore Beneficiation Plant 3.0 MTPA

3. Producer Gas Plant 2 x 25000 Nm3 /hr

B. Screening Category

As per the new EIA Notification dated 14.09.2006 and its subsequent amendments the

project falls under Category ‘A’ projects, S. No. - (3) – 3 (a).

1.1.2 Introduction of the Project Proponent

� The Company ‘M/s. Gulf Ispat Limited’ was started in the year 2013.

� The company is promoted by ‘GULF PETROCHEM GROUP’ (a family owned

professionally run group).

� Its total revenue is about 1.4 billion USD and employing about 400 people across the

globe.

� The major businesses are in Refinery and Trading of Refinery Product.

� It has emerged as a leading player in oil space with interests in Oil Refining, Oil

Trading, Oil Storage, Shipping, Grease and Bunkering keeping the vision to be an

integrated multinational Oil Conglomerate.

� The company is having presence in key market of Europe, Africa, Middle East, Indian

Subcontinent, South East Asia and Far East.

1.2 BRIEF DESCRIPTION OF NATURE, SIZE, LOCATION OF THE PROJECT AND ITS IMPORTANCE TO THE

COUNTRY & REGION

1.2.1 Brief Description of Nature, Size & Location of Project

The brief description of the nature, size and location of the proposed project has been

given in Table 2.

Table 2: Salient Features of the Project


A. Nature and Size of the Project The proposed project is an Iron ore Pelletization plant,

Iron Ore Beneficiation plant along with Producer Gas

Plant.






Capacities:

Iron Ore Pelletization plant- 1.2 MTPA

Iron Ore Beneficiation Plant- 3.0 MTPA

Producer Gas Plant- 2x25000 Nm3/hr

B. Location Details:-

1. Village Ghughra

2. Tehsil Sihora



5. Latitude 23° 29’ 27.6” N to 23° 29’ 45.5” N

6 Longitude 80° 11’ 09.3” E to 80° 11’ 46.5” E

7. Location Map showing project site is given on page no. 9 (Figure 1)

C. Land Details

1. Total Project Area



2.426


30.27

Forest Land NIL

Total Land 32.696 ha

2. Proposed Green Belt Area 10.899 ha (>33% of total project area)

D. Environmental Settings (with approximate aerial distance & direction from the plant site)

1. Nearest National Highway / State

Highway

NH-7 (5.8 km in NW )

SH-51 (6.0 km in NW)

2. Nearest Railway Station Dundi Railway Station (6.5 km in NNW)

3. Nearest Airport Jabalpur Airport (75 km in SW)





4. Wild Life Sanctuaries , National Parks,

Tiger reserve, Biosphere Reserve

,Elephant corridor etc. within 10 Km

radius

No Wild Life Sanctuary, National Park, Tiger Reserve,

Biosphere Reserve, Elephant corridor etc. falling within

the 10 Km radius study area.

5. Reserved / Protected Forest etc.

within 10 km radius

• Dhamwahd RF (1.0 km in NNE)

• Hargarh RF (1.8 km in West)

• Amoch RF (9.0 km in NNW)

6. Nearest Water Body/sea coast • Hiren River (1.0 km in SSE),

• Balkund Nadi (0.5 km in SE)

• Silipuri Nala (4.0 km in ENE)

• Barne Nadi (9.0 km in SW)

7. Seismic Zone Zone – III (as per IS: 1893 {Part-1} :2002)

8. Archaeological site Important Place

within 10 km radius

None, within 10 km radius area of Project site.

9. Map showing Environmental settings of the study area is given on page no. 10 (Figure 2.)

E. Cost Details

1. Capital Cost of the Project Rs. 650 Crores

2. Environmental Protection Cost Capital Cost: Rs. 20 Crores

Recurring Cost: Rs. 200 Lacs/annum

Source: Prefeasibility & Site Visit Report




M/s. Gulf Ispat Ltd. 9 JM EnviroNet (P) Ltd

1.2.2 Location Map

Figure 1: Location Map

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x25000 Nm3/hr) at Village :

Ghughra, Tehsil : Sihora, District : Jabalpur, Madhya Pradesh


M/s. Gulf Ispat Ltd. 10 JM Environet (P) Ltd

Figure 2: Map Showing Environmental Setting of the Area




M/s. Gulf Ispat Ltd. 11 JM Environet (P) Ltd.

1.2.3 Approach to the Project Site

The site is well connected with communication facilities like telephone, fax, wireless and

telex, and as such, no constraints are envisaged in this aspect as the tehsil and district

headquarter is near to the site. The National Highways (NH)-7 is at 5.8 km in NW and

State Highway (SH) - 51 is at 6.0 km in NW direction.

The nearest railway station is Dundi Railway Station at 6.5 km in NNE direction from the

proposed Project site.

1.2.4 Site Selection

The total land required for the proposed project is 32.696 ha, out of which 2.426 ha is

Govt. Land & rest 30.27 ha is an agriculture (fallow) land. Following factors have been

considered before finalizing the proposed site for the project activities:

� Located near to the notified industrial area- Hargarh (Notified by MP government)

� Availability of infrastructure facilities such as water supply (HIREN RIVER), Power

(MPPKVV Co. Ltd.), Roads [NH-7 (5.8 km) & SH-51 (6.0 km)]; Railway Station (Dundi

Railway Station at 6.5 km).

� Abundant low grade Iron Ore deposits available within 40 Km radius.

� Proximity of market, 375 km from Raipur (CG) and 325 km from Vardha (MP) and 450

km from Varanasi (UP).

� Environmental considerations such as statutory distances from major roads and

safety distances from nearby villages, wind direction and speed etc.

� Transportation of raw materials and fuel to the site and of finished product to the

markets.

� The land sub-strata should have good load bearing capacity to minimize the

construction cost.

� Proposed site is away from high tension electricity line.

� Site is maintaining the restriction of 500 m distance from any National Highway and

Rail line.

� No Forest land involved.





� There is no National Park, Wild Life Sanctuary, Biosphere Reserve etc. within 10 km

radius of study area.

� Proximity to an established township, which would offer reasonable amenities to the

plant employees.

� The location has been selected from where delivery of final product can be done at

the most economical rate, commensurate with the capital investment of the entire

project.

From the above considerations, the proposed site has been found suitable for locating the proposed

project subject to environmental clearance. Photographs of the proposed project site are shown in

Figure below.

.

Figure 3: Photographs of the Proposed Project Site





1.2.5 Importance to the Country & Region

Steel is essential for transport, domestic appliances, machinery, infrastructure & other

construction and also required in our day to day activity. India being a developing country

is progressing at a high rate in all sectors & so as the demand of commodities for better

& comfortable life. The Indian Steel Sector has grown to be the 5th largest steel

producing country in the world. This has been achieved due to the thrust on

infrastructure and housing sectors. Contributing to the development of India’s

industrial and economic landscape for over 150 years, steel accounts for about 7

per cent of GDP and employs about 1.5 million people directly. With continued

emphasis on building infrastructure and several Greenfield projects under execution,

the growth story is likely to gather momentum in the years to come.

1.3 SCOPE OF STUDY

The disciplines covered under the study are prerequisite information of the proposed

project site, manufacturing / operation details of Iron ore Pelletization & Beneficiation

plant, production details, waste generation and its proper disposal, impacts and

management plans. This report contains ambient air monitoring data as well as water

(Ground & Surface), noise & soil analysis data & additional studies of Disaster

management plan, Hydro-geological study, Biological study & Socio-economic study.

Application (Form-I/Appendix-I and Pre-Feasibility Report) for obtaining Environmental

Clearance for Proposed Project was submitted to MOEF, New Delhi on 31.07.2013.

TOR letter has been issued by EAC (Industry), MoEF, New Delhi vide letter no J-

11015/256/2013- IA II (I) dated 13th January, 2014; & the same has been incorporated in

Final EIA/EMP Report, Page no. xviii-xxiv.

The reply / clarification of all the points suggested as per ToR letter have been

incorporated in this Final EIA/EMP Report, Page no.xxv-xxxvi





CHAPTER-II: PROJECT DESCRIPTION

2.0 TYPE OF THE PROJECT

M/s. Gulf Ispat Limited is proposing for an Iron Ore Pelletization Plant (1.2 MTPA), Iron

Ore Beneficiation plant (3.0 MTPA) along with Producer Gas Plant (2x 25000 Nm3/hr) at

Village- Ghughra, Tehsil- Sihora, District: Jabalpur, (Madhya Pradesh).

As per the New EIA Notification dated 14.09.2006 and its subsequent amendments the

project falls under Category ‘A’ projects, S. No. - (3) – 3 (a).

2.1 NEED FOR THE PROJECT

Steel is essential for transport, domestic appliances, machinery, infrastructure & other

construction and also required in our day to day activity. India being a developing country

is progressing at a high rate in all sectors & so as the demand of commodities for better

& comfortable life.

This area of MP is having lot of abundant low grade iron ore mines, out of which pellets-

for steel are made. Therefore our proposal is to beneficiate these iron ore and pelletize it

to make suitable for further steel making process through DRI or Blast furnace.

2.2 REQUIREMENTS FOR THE PROJECT

2.2.1 Raw Material Requirements

Raw Material required for Iron Ore Pelletization, Beneficiation plant & Producer Gas are

as follows:

Table 3: Raw Material-Quantity, Source & Mode of Transportation

S.No. Proposed Facility

Raw Material Required

Quantity (Lac Tonne/Annum)

Source Distance and

Mode of Transportation

1. Beneficiation

Plant (3.0 MTPA) Iron Ore

Fines 30

Nearby area /GIL’s Own Mines*

30 Km By Road

2. Pelletization

Plant (1.20MTPA)

Iron Ore Fines/

Concentrate 14.4 Captive

By Conveyor

Coke Breeze 0.144 Jharkhand/Chhattisgarh ~300 to ~500 km

By Road/Rail





Bentonite 0.144 Gujarat ~1000 to ~1200 km

By Road/Rail

Limestone 0.144 Local Mines in Katni ~100 Km By Road

FO/LDO in KLtr.

6000 Nearest depot of the

Petroleum companies 75 Km

By Road

3. Producer Gas

Plant (2 x 25000 m3/hr)

Coal 1.44 Imported Coal/ Indian

Coal By Port/Road

Source: Prefeasibility Report

*Note: The Company has applied for PL for the following areas with their respective ML areas naming

Ghughra (158.12 ha), Hriday nagar (10 ha), Hriday nagar (25.47 ha), Hriday nagar (18.17 ha), Agaria

(39.42 ha),Tala (13.26 ha).





2.2.2 Material balance

Figure 4: Flow Chart of Material Balance for Beneficiation





Figure 5: Flow Chart of Material Balance for Pelletization

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer Gas

Plant (2x25000 Nm3/hr) at Village : Ghughra, Tehsil : Sihora, District : Jabalpur, Madhya Pradesh



2.2.3 Fuel Requirement

Details regarding quantity of fuel required, their source along with distance & mode of

transportation for proposed project are given in Table – 4.

Table 4: Fuel Requirement

S.No. Fuel Required Required

Quantity (Lac

Tonne Per

Annum)

Source

Distance & Mode of Transportation

Calorific

value

(Kcal./kg

)

% Ash

% Sulphur

1. Coal 1.44

Imported

Coal/ Indian

Coal

By Road 6000 <15% <2%

Source: Pre-feasibility Report

2.2.4 Storage Facilities

The storage facilities for the Proposed Project are detailed in the table below:

Table 5: Storage Facilities

S.No. Type of material Proposed Storage Facility Storage Capacity (Tonne)

1. Iron Ore Fines Covered Shed & Open

Yard 250000

2. Coke Breeze Covered shed 1000

3. Bentonite Covered shed 1000

4. Limestone Covered shed 1000

5. Coal Covered Shed 12000

6. FO/LDO Tank 100 KL



Plant (2x25000 Nm3/hr) at Village : Ghughra, Tehsil : Sihora, District : Jabalpur, Madhya Pradesh



2.2.5 Water Requirement

The total water requirement for the proposed project is 1500 KLD which will be met

through Hiren River & Ground Water.

Table 6: Water Requirement Breakup Details

S. No. Water Consuming Points Quantity of Water

KL/day

Make-up Water

KL/day

1. Iron Ore Beneficiation Plant 5400 1000

2. Pelletizing Plant

I Mixer and Balling Disc 166.7 166.7

II Equipment Cooling 433.3 100

III Product Cooling 33.3 33.3

Total 633.3 300

3. Utilities

I Drinking soft water 16.7 16.7

II Plantation 33.3 33.3

Total 50 50

4. Other Misc./Margin - 150

Grant Total 6083.3 1500

Source: Pre Feasibility Report





2.2.5.1 Water balance Diagram

Figure 6: Water Balance for Pelletization Process

Figure 7 : Water Balance for Beneficiation Process





2.2.6 Power Requirement

The total power requirement for the proposed project is 10 MW which will be sourced

from Madhya Pradesh Purva Kshetra Vidyut Vitaran Co. Ltd., Jabalpur.

Table 7: Power Requirement for the Proposed Project Activity

S. No. Power Consuming Points Power Requirement

(MW)

1. Iron Ore Beneficiation Plant 5.5

2. Pelletizing Plant 3.5

3. Producer Plant 1.0

Total 10

2.2.6.1 Energy balance

Energy Balance for proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore

Beneficiation Plant (3.0 MTPA) & Producer Gas Plant (2x 25000 Nm3/hr) is given in table

below:

Table 8: Energy Balance Details

S.No. Plant Section

Operating

Load

(KW)

Max Operating

Period

(Hrs/Day)

Energy on Max

operating hrs

(KW/day)

1. Crusher and Screen 300 16 6000

2. Beneficiation 2300 24 50000

3. Thickener 700 24 15000

4. Concentrate

Dewatering 1000 24 21000

5. Tailing Dewatering 1000 24 21000

6. Pellet RMP 1000 24 22000





7. TG Kiln Cooler 2200 24 47000

8. Coal Gas Producer 1000 24 20000

9. Utilities 400 24 10000

10. Other Misc. 100 24 2000

TOTAL 10000 - 212000

2.2.7 Man Power Requirement

The Total Manpower required for the proposed project is 331. Out of the total direct

manpower, 206 will be permanent workers and rests are casual workers. Local Labour

will be preferred.

Table 9: Manpower Requirement

S. No. Category Permanent Casual Total

1. Top Management 02 0 02

2. Sectional Heads 05 0 05

3. Managerial Staff 05 0 05

4. Engineers 30 0 30 5. Chemist 12 0 12

6. Operation Staff 30 0 30

7. Commercial Staff 20 10 30

8. Supervisors 10 05 15

9. Securities 02 20 22

10. Skilled Workers 20 10 30 11. Semi Skilled Worker 20 30 50

12. Un Skilled Worker 50 50 100

Total 206 125 331

2.3 LAND DETAILS

Total Land required for the proposed project is 32.696 ha, out of which 10.899 ha

of land will be developed as Green Belt/plantation area.

Break-up of the Land is given below-





Table 10: Land Break-Up Details

S.No Type of Land Area (ha)

1. Govt. Land (Grazing Land) 2.426

2. Private Land (Fallow Land) 30.27

3. Forest Land NIL


2.3.1 Plant Layout

The features of the plant layout are as follows:

� Sufficient space has been provided for ease of operation and maintenance.

� Inward & outward movements of the vehicles for carrying raw materials from

customers/suppliers and dispatch of Final Products (Pellets & Beneficiated ore)

from Proposed plant are segregated and routed for internal plant traffic control

� Enough space has been provided for storage of raw material.

� Safety requirements were kept in mind while locating the workshops and

vehicular movement inside the plant.

� Location of stacks considering the upwind direction and nearby sensitive

receptors.





Figure 8: Plant Layout





2.4 MANUFACTURING PROCESS:

a) Iron Ore Beneficiation Plant

Iron Ore Beneficiation is a preparation of raw materials i.e. fine grinding of desired grade

ores meeting Pelletization process requirement. Beneficiation is done when the material

is of low grade.

The Iron Ore beneficiation plant process consists of following sections:

Grinding Section

1. Size reduction (crushing, primary/ secondary grinding for liberating valuable mineral)

2. Scrubbing process (Removal of associated gangue)- The Iron ore after grinding is

feed to the Scrubber with a conveyor belt supplied together with a proper amount of

water where agglomerates are dispersed and particle surfaces scrubbed.

3. Screening (classification at required sizes)- The scrubber discharge is pumped to a

screen and particles <0.5mm are screened off.

4. Gravity separation process - It separates the heavy & light minerals from the ore.

5. Cycloning process (classification by sorting).

Spiral Separation Section

• The spiral separation section consists of batteries of primary concentrating spirals,

cleaner concentrating spirals, scavenger concentrating spirals and ends with a Low

Intensity Magnetic Separator (LIMS) before the transfer to the High Gradient

Magnetic Separator (HGMS).

• Cyclone U/F is feed to the primary spirals together with the return flow from the

tailings of the cleaner spirals.

• The primary spirals produces 3 products, a concentrate, a middling’s and tailings.

• The primary concentrate is pumped to the cleaner spirals, the middling’s is pumped

to the scavenger spirals and the tailings, 38.24tph are pumped to the LIMS together

with the scavenger tailings.

• The cleaner spirals gives 2 products, a concentrate and tailings.

• The scavenger spirals gives 2 products, a concentrate and tailings. The scavenger

concentrate is pumped together with the primary spiral concentrate to the cleaner

spiral.





High Gradient Magnetic Separation (HGMS) Section

Magnetic separation process recovers the magnetic constituents

1. The HGMS separation section consists of a HGMS separator size 250-07-07 with two

parallel magnetic heads of 0.7 Tesla (7 k Gauss).

2. The feed 81.36tph is passing a passive matrix ahead of the HGMS to remove coarse

particles and other scrape that can block the magnetic heads and is then

distributed to the 2 parallel magnet heads on the HGMS.

3. The HGMS gives 2 products, a concentrate 36tph and a tailing 45. 36tph. The

concentrate is flushed out backwards from the separator through a vacuum system

and is pumped to the concentrate thickener. The HGMS tailings gravity flows via a

launder to the tailings thickener.

Regrinding Mill

1. The concentrate has to be further grounded to meet the required particle size

distribution of pellet feed, app. k80 45µm. The energy needed is approximate

6.5kWh/ton, which corresponds to a ball mill with a motor power of 1200 kW.

2. The mill feed, 135.84tph with 65.0% Fe and 3.3% (Al2O3+SiO2) is the combined product

from the concentrate thickener U/F and the spiral concentrate. The mill is operated in

open circuit. The mill discharge is pumped to the slurry holding tank before filtration.

Dewatering Section

• The dewatering section consists of a concentrate thickener, a tailings thickener,

slurry holding tank, a filter press and filter cake transfer conveyor.

• HGMS concentrate, 36tph is the fed to the concentrate thickener. The

concentrate thickener underflow is pumped to the regrinding mill.

• The thickener overflow is collected in a reclaim water tank for primary use as

flush water in the HGMS.

• Excess water flows to the process water tank.

• The regrind mill discharge is pumped to a slurry holding tank and from the tank

the slurry is pumped to the filter press.





• The concentrate, 135.84tph is dewatered on a filter press to final moisture of

9.5%. The filter cake is discharged onto a conveyor belt and put on a stockpile.

Filtrate water and wash water are pumped to the flush water tank.

• The tailings, 64.16tph, cyclone O/F and HGMS tailing, flows by gravity in launder

to the tailings thickener.

• Tailing thickener U/F is pumped to the tailings pond and the tailing thickener O/F

is collected in the process water tank.

b) Iron Ore Pelletization Plant

The process of Iron Ore Pelletization involves following stages:

•••• Formation of green balls (rolling of moistened ground ore mixed with additives )

•••• Drying, pre-heating, heating of green balls in TG.

•••• Induration of heated pellet in Rotary Kiln.

•••• Cooling of Indurated Balls called pellet in cooler.

C) Producer Gas Plant

• For the production of Gas the saturated air formed by mixing the low pressure steam

self-generated by furnace proper water jacket and recuperator with the blowing air

will be taken as gasification agent.

• The gasification agent enters into Gasifier via the grate from air pipe at the bottom of

furnace via passing through dry check valve, which will react with hot semi-coke

formed by raw coal fed in reverse way to generate hot gas at gasification section,

among which, about 70% will be led out via the channel within central steel tube and

circular Gasifier wall to form the bottom gas.

• The rest 30% will directly heat, dry and carbonize the soft coal at carbonization

section, and form the top gas together with carbonization gas.

• The soft coal entering the furnace will be heated by hot gas generated in gasification

zone and loses its internal and external moisture at first (90~150˚C), then it will be

gradually carbonized (150~550˚C) to release the volatile matter, the composition of

which is tar, paraffin gas, phenol and mixture of H2 , CO2 , CO, H2O, among which, the

tar and light tar will be eliminated through subsequent purification when going with





top gas, while the paraffin gases and H2 , CO2 , CO will, as carbonization gas, mix with

partial Gasifier gas generated at gasification section to form top gas.

• The purification treatment for top gas will use the advanced class-1 electric tar

catcher with an operation temperature between 90~150˚C to remove the heavy tar

(the general calorific value can reach to above 8,200Kcal/kg). The removed heavy tar

typically account for 2~5% of total charging coal, which is high quality chemical

material and fuel. The top gas that undergoes preliminary tar-removal will then enter

into the indirect cooler.

• Once the raw coal is carbonized by bottom gas at carbonization section, it will form

hot semi-tar and enter into gasification section.

• Purification treatment for bottom gas.

• The bottom gas and top gas separately enter into the top mixing & spraying tower of

indirect cooler where they are mixed, and cleaned.

• The temperature of mixed gas entering into electric light oil catcher is between

35~45˚C. The gas mainly contains light oil. The impurities in the gas will be reduced to

below 100mg/m3 after light oil removing and dedusting, then, the gas will leave the

electric light oil catcher and enter into the low pressure gas main. The light oil

production rate is 1-2%.

• The cold & clean gas arriving in low pressure main will be pressurized to around

15,000pa after passing through the gas booster, the pressurized gas will enter into

the high pressure gas main and via which being transferred to the user.





Figure 9: Process Flow Sheet (Iron Ore Beneficiation)





Figure 10 : Process Flow Sheet (Iron Ore Pelletization)


Plant (2x 25000 Nm3/hr) at Village: Ghughra, Tehsil : Sihora, District : Jabalpur, Madhya Pradesh


M/s. Gulf Ispat ltd. 31 JM EnviroNet (P) Ltd

2.5 MITIGATION MEASURES

Air Quality

Management

� Gaseous emission will be control by keeping appropriate

height of the Chimneys.

� Some of the gas can be recovered & stored for further use.

� Better maintenance and installation of proper pollution

control equipment like Bag filters/ ESP will help in reducing

Dust emissions.

� Covered conveyor belt will be used for transportation of

raw material & fuel.

� Green belt will be developed as dust preventive barrier.

� Water spraying will be provided around raw material

handling area, at the stockyard and on the haul roads for

dust suppression.

� All the roads within the plant premises will be concreted

and regular sweeping will be done.

� CPCB guidelines will be followed.

Noise Management

� Proper maintenance, oiling and greasing of machines at

regular intervals will be done to reduce generation of noise.

� Properly insulated enclosures will be provided to

equipments making excessive noise.

� Green belt will be developed all along the project boundary.

� Periodical noise monitoring will be carried out on regular

basis to keep check on noise level.

Water Quality

Management

� No effluent will be generated. Zero effluent discharge from

the industry will be proposed.

� Domestic waste water generated from office area &

canteen etc. will be treated in STP & treated waste water

will be reused in a Green Belt development.

Solid Waste &

Hazardous Waste

Management

� Solid waste produced by the plant will be Tailings, Dust &

ash.

� Tailings so produced will be sold to cement plant, Brick





Manufacturer, Local filling & Abandoned Mines.

� Dust collected by the dust collectors (Bag Filters, ESP’s) will

be automatically recycled in the Pellet Plant along with

concentrate.

� Ash from coal gas producer will be used in road making &

disposed off in abandoned mines.

Green Belt

Development/

Plantation

� 33% of the total plant area will covered under green belt.

Local / Native species will be selected.

� Plantation will be done in and around the plant premises.

� The trees will be planted at suitable grid spacing to

encourage proper growth.

� The dead plants will be replaced by fresh plants.





CHAPTER–III: DESCRIPTION OF THE ENVIRONMENT

3.0 INTRODUCTION

In order to assess the impacts of proposed project activities on existing Physical,

Biological and Social Environment, it is necessary to collect information on following

parameters:

1. Land Environment

2. Meteorology

3. Air Environment

4. Noise Environment

5. Water Environment

6. Soil Environment

7. Biological Environment

8. Socio-economic Environment

To achieve these objectives, our team monitored & surveyed the above said

environmental parameters within core and buffer zones (10 km. radial) in accordance

with the Guidelines for EIA issued by the Ministry of Environment and Forests, Govt.

of India.

For this proposed project the Baseline monitoring has been carried out during the

Winter Season i.e. Dec., 2013 to Feb., 2014.

3.1 STUDY AREA AT A GLANCE

The study area is the 10 km radius area known as buffer zone that has been measured

from the boundary of the plant in each direction.

1. Project Location:

♦ Village : Ghughra

♦ Tehsil : Sihora

♦ District. : Jabalpur

♦ State : Madhya Pradesh

♦ Geographical Co-ordinates





� Latitude : 23° 29’ 27.6” to 23° 29’ 45.5” N

� Longitude : 80° 11’ 09.3” to 80° 11’ 46.5” E

2. Demography (10 km radius of the plant site)

♦ Total Population : 77397

♦ Number of Households : 18738

♦ Scheduled Castes : 10468

♦ Scheduled Tribes : 17284

♦ Literacy Rate : 75.02 %

3. Climatology

During study period - Winter Season, 2013-2014

i) Minimum Temperature : 7.2 to 12.00 0C

ii) Maximum Temperature. : 28.8 to 31.8 0C

iii) Relative Humidity (%)

At 08:30 hrs : 52 to 96 %

At 17:30 hrs : 21 to 88 %

iv) Predominant UpWind Direction : From North

3.2 METHODOLOGY ADOPTED

For the present study the Proposed Project site is considered as core zone and the

area lying within 10 km radius from the Proposed Project site is considered as buffer

zone in which some impacts may be observed on its physical and biological

environment.

3.2.1 Primary Data Generation

The baseline data from the Core zone and Buffer zone were collected in accordance

with the requirement of guidelines. Primary data was collected to set the baseline

scenario for the study area. Monitoring was carried out during the Winter Season,

2013-2014 for the following parameters:-





Table 11: Data Generated For Winter Season (2013-2014)

S. No. Description

1. Air

Ambient air quality monitoring (24 hourly samples) at 8 locations within the

study area of 10km , twice a week during study period.

Parameters: PM10, PM2.5, SO2 , NO2 CO & PAH.

2. Meteorological parameters on hourly duration at project site.

Parameters: Wind Speed, Wind Direction, Relative humidity, Temperature,

Rainfall.

3. Noise

Once in a season at 8 locations within the study area of 10 km radius area

4. Water

Water from 4 sampling locations (Surface water samples) & 8 Sampling

locations (Ground water samples) in core and buffer zone (10 km radius)

once in the season.

Tested for physical and chemical parameters according to applicable

standards

5. Soil

Once in a season from 8 sampling locations in core and buffer zone

3.2.2 Instruments Used for Baseline Data Collection

The following instruments were used at the Core & Buffer zone for environmental

baseline data collection.

1. Fine Particulate Sampler (APM 550)

2. Respirable Dust Collector with attachment for gaseous Pollutants, Envirotech

APM 460.

3. Digital D.O. Meter Model – 831 E (CPCB Kit)

4. Metrological Station

5. Sound Level Meter Model SL – 4010

6. Micro Meteorological Station Model EnviroWm 251°

7. Water Level Indicator

8. Global Positioning System.





Apart from the Baseline monitoring as given in the in proceeding section, the data on

land use, vegetation and agricultural crops were also collected by the field team

through interaction with a large number of local inhabitants of the study area and

different Government departments/ agencies. This provided an excellent opportunity

to the members of the field team for obtaining clear scenario of the existing

environment of the study area.

3.3 LAND USE / LAND COVER OF THE STUDY AREA

Land Cover is the physical material at the surface of the earth (it includes grass,

asphalt, trees, bare ground, water, etc.) whereas Land use is the human use of land.

Land Use involves the management and modification of natural environment or

wilderness into built environment such as fields, pastures, and settlements. It has also

been defined as "the arrangements, activities and inputs people undertake in a

certain land cover type to produce, change or maintain it".

Realizing the need for an up-to-date nationwide LULC maps by several departments

in the country, as a prelude, a LULC classification system with 24 categories up to

Level-II, suitable for mapping on 1:25,000 scale, was developed by NRSA, DOS by

taking into consideration the existing land use classification adopted by NATMO,

CAZRI, Ministry of Agriculture, Revenue Department, AIS and LUS, etc. and the details

obtainable from satellite imagery.

There is no one ideal classification of land use and land cover, and it is unlikely that

one could ever be developed. There are different perspectives in the classification

process, and the process itself tends to be subjective, even when an objective

numerical approach is used.

Concepts concerning land cover and land use activity are closely related and in many

cases have been used interchangeably. The purposes for which lands are being used

commonly have associated types of cover, whether they are forest, agricultural,

residential, or industrial. Remote sensing image-forming devices do not record

activity directly. The remote sensor acquires a response which is based on many

characteristics of the land surface, including natural or artificial cover. The interpreter

uses colour, tones, textures, shapes, size, patterns, and site associations to derive

information about land use activities from what is basically information about land

cover.





To begin with, there is considerable diversity of opinion about what constitutes land

use, although present use of land is one of the characteristics that are widely

recognized as significant for planning and management purposes. A land use and land

cover classification system which can effectively employ orbital and high-altitude

remote sensor data should meet the following criteria:

� The level of interpretation accuracy in the identification of land use and land

cover categories from remote sensor data should be 60 - 85 percent.

� The accuracy of interpretation for the several categories should be about equal.

� Repeatable or repetitive results should be obtainable from one interpreter to

another and from one time of sensing to another.

� The classification system should be suitable for use with remote sensor data

obtained at different times of the year.

� Effective use of subcategories that can be obtained from ground surveys or

from the use of larger scale or enhanced remote sensor data should be

possible.

Some of these criteria should apply to land use and land cover classification in

general, but some of the criteria apply primarily to land use and land cover data

interpreted from remote sensor data. The classes in the classification system are

hierarchically organized to find its applicability in different spatial scales and

collapsible for comparison with the reported areas; adopt directly by user agencies

with refinements at their end. The classification must be scientifically defensible

presenting a logical progression of its applicability over large areas, amenable for use

with remote sensor data. The classification scheme is adopted for extracting

information for on most possible land use/land cover classes in general and all the

agricultural seasons in particular and hence enable to repeat the process at regular

time intervals.

The present Land use / Land cover map for the proposed project activity is prepared

by current vintage of satellite image. This report, therefore, helps in assessing the

impact on land use pattern in the study area due to the proposed project activity.





• DATA USED

Current vintage data of Indian Remote Sensing Satellite Resourcesat -2 (L4 FMX)

digital FCC (False Color Composite) has been used for preparation of Land use/ Land

cover thematic map of study area. Survey of India toposheet as a reference map on

1:50,000 scale has been used for preparation of base layer data like road, rail network,

village and project site and for geo-referencing of satellite image.

Technical Details

� Satellite Image - Resource sat-2 (L4 FMX)

� Satellite Data Source - NRSA, Hyderabad

� Software Used - Earth Resources Data Analysis System

(ERDAS) Imagine 9.2

• METHODOLOGY

Land use / Land cover map preparation, Base map creation; Geometric and

Radiometric correction of satellite image has been processed using ERDAS Imagine

9.2 Software.

The methodology used for present LU/LC of study area is given below:

(i) ENHANCEMENT OF SATELLITE IMAGE

Satellite data is composed of substantial noise and haze errors due to various

environmental factors, which affect the amount of reflectance (information) that can

be deciphered. Since mapping of satellite images is based on spectral signatures, it is

necessary to normalize the redundant values into near true values. This process of

deriving true reflectance values is known as normalization. This enhances

interpretability of the satellite image thereby facilitating better identification of land

features viewed on satellite imagery. Histogram equalization and radiometric

correction has been used for satellite image enhancement.

(ii) GEOREFERENCING OF SATELLITE IMAGE

Survey of India Toposheet has registered in Geographic lat/long. Satellite image has

been geo referenced by using registered SOI toposheet as a reference map taking

suitable Ground Control Points (GCPs) like intersection point of railway, road

network, landmarks and permanent feature





(iii) BASE MAP LAYER CREATION

Base map has been prepared using Survey of India Toposheet as a reference map on

1:50000 scale. In base layer linear and point feature like road, rail, canal, village

location and project site have been created in vector data format. Base map layer

information has been used for analysis of surrounding features like road, rail, village

location near Proposed Plant through superimposing on thematic map for data

integration.

(iv) INTERPRETATION OF REMOTE SENSING DATA

Satellite images are composed of array of grid, each grid has a numeric value that is

known as digital number. Smallest unit of this grid is known as a pixel that captures

reflectance of ground features represented in terms of Digital number, each

representing specific land features. Using image classification technique, the satellite

data is converted into thematic information, map based on the user’s knowledge

about the ground area. Hybrid technique has been used i.e. visual interpretation and

digital image processing for identification of different land use and vegetation cover

classes based on spectral signature of geographic feature. Spectral signature

represents various land use classes. Image interpretation keys are developed based

on image characteristics like color, tone, size, shape, texture, pattern, shadow,

association etc, which enables interpretation of satellite images for ground feature.

Training sites are then assigned based on their spectral signature and interpretation

elements. Using image classification algorithm land use map is generated.

(C) RESULTS

A hybrid technique has been used i.e. visual interpretation and digital image

processing to generate output Land use / Land cover map of 10 km study area on

1:50000 scale.

3.3.1 Land Use/Land Cover Details

Core Zone

Open scrub land (66.35%) dominates the land use pattern followed by plantation in

29.87% of the core zone. The present Land use pattern for the core area as per

satellite imagery data is given as under:





Table 12: Land Use Pattern of the Core Zone

S. No. Legend Area (in ha) % Area

1. Stony area 6.468 19.78

2. Open scrub Land 9.726 29.75

3. Plantation 16.502 50.47

Total 32.696 100.00

Source: LULC Report

Buffer Zone

The present Land use pattern for the 10 km radius study area as per satellite imagery

data is given as under:

Table 13: Land Use Pattern of the Study Area

S. No. Legend Area (in ha) % Area

1. River/Canal 281.96 0.82

2. Ponds/Reservoir 242.08 0.71

3. Stony Area 231.35 0.68

4. Open Scrub Land 1932.11 5.64

5. Forest land 534.62 1.56

6. Plantation 6039.87 17.62

7. Fallow land 23899.65 69.74

8. Crop Land 333.24 0.97

9. Human Settlement 688.42 2.01

10. Industrial Area 10.91 0.03

11. Mine Quarry 75.67 0.22

Total 34269.88 100.00

Source: LULC Report

Result shows that the study area is dominated by Fallow land with 69.74% of the total

area followed by Plantation 17.62% in the 10 km radius. Open Scrub land is 5.64%, Forest

land is 1.56%, Plantation areas are 17.62%.

Land Use/ Land Cover Map of the 10 km study area are given on the next page.

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x 25000 Nm3/hr) at Village: Ghughra, Tehsil : Sihora, District : Jabalpur, Madhya Pradesh


M/s. Gulf ispat ltd. 41 JM EnviroNet (P) Ltd

3.3.1.1 Land Use/Land Cover Map (Core Zone)

Figure 11: Land Use/Land Cover Map of Core zone




3.3.1.2 Land Use/Land Cover Map (Buffer Zone)

Figure 12: Land Use/Land Cover Map of Buffer Zone




3.3.1.3 Satellite Image (Core Zone)

Figure 13: Satellite Image (Core Zone)




3.3.1.4 Satellite Image (Buffer Zone)

Figure 14: Satellite image (Buffer Zone)




3.3.2 Digital Elevation Model

Digital Elevation Models are data files that contain the elevation of the terrain over a

specified area, usually at a fixed grid interval over the "Bare Earth". The intervals

between each grid points will always be referenced to some geographical coordinate

system. This is usually either latitude-longitude or UTM (Universal Transverse

Mercator) coordinate systems. The closer are together the grid points, more detailed

information will be in the file. The details of the peaks and valleys in the terrain will be

better modelled with small grid spacing than when the grid intervals are very large.

Elevations other than at the specific grid point locations are not contained in the file.

As a result peak points and valley points not coinciding with the grid will not be

recorded in the file. For practical purpose this "Bare Earth" DEM is generally

synonymous with a Digital Terrain Model (DTM). DEM has been prepared for the

proposed project activity of GIL for 10 km radius of the study area.

(A) DATA USED

DEM Data : Shuttle Radar Topographic Mission (SRTM) data

Software Used : ERDAS Imagine 9.2 and Arc GIS 9.2

(B) METHODOLOGY

Shuttle Radar Topographic Mission (SRTM) data has been used for creation of Digital

Elevation Model of the study area. The SRTM data has vertical accuracy of 16m and

the spatial resolution is of 90m.

1st Stage :

The first processing stage involves importing and merging the 1-degree tiles into

continuous elevation surfaces in Arc GRID format.

2nd Stage :

Re-sampling the data at 23m is done and a contour interval of 10m through the usual

process of interpolation is created.

3rd Stage:

SRTM data is converted in grid format through Arc GIS 9.2 to obtain elevation

information of study area. Contours are then generated at 10 m interval through 3D

analyst of Arc GIS and then are in0terpolated with raster data.




4th Stage :

Integration of DEM with contour map showing 3D view for analysis of surface is done.

Digital Elevation Model of the Study Area is shown below:




Figure 15 : Digital Elevation Model


Gas Plant (2x 25000 Nm3/hr) at Village: Ghughra, Tehsil : Sihora, District : Jabalpur, Madhya Pradesh



3.4 PHYSIOGRAPHY AND DRAINAGE PATTERN

Physiography

The district is part of Jabalpur Division. Jabalpur is located at 23°10′N 79°57′E / 23.17°N

79.95°E.The central point of India is located in Jabalpur district. It has an average

elevation of 411 metres (1348 ft). In the south-eastern part of Jabalpur district in

Madhya Pradesh that constitutes a part of Satpura and Bhitrigarh uplands, many old

erosional platforms at various levels, though now dissected into landscapes of

various stages are easily identified by even skylines. These wide spread uniformity is

due to the abundance of accordant summit levels at uniform altitudes in the area. The

region forms a part of the vast deccan plateau of Central India. It marks the beginning

of the plateau at the nothern boundary. The hill ranges running across the plateau

have a subdued topography of old peneplains.

The major rivers that flow through this region are the Narmada, Hiren and Vanganga.

Narmada is the largest river of all which has many tributaries as well. Narmada

flowing through the marble rocks attracts tourists from all over the world. The main

water reservoirs of Kahdari along with Pariyat are located in the northeast of this

region. The topography of Jabalpur is truly admirable. The hills contain deposits of

minerals and ancient remains, hence making them subjects of much interest for

geologists and archaeologists. The hills here are rocky with innumerable barren

hillocks. The study area near Ghughra village Hiren River flowing 1km SE direction.

This river is main source of water in industries.

Drainage Pattern-

The peculiar topography of the Jabalpur district provides an excellent natural

drainage pattern. The central ridge, that is just parallel to the railway horse shoe

which begins from the dwarf hills in the east and runs to the west. The drainage of

the city is divided into two distinct parts i.e. northern portion and the southern

portion. The northern plain gradually slopes from east to north-west while the

southern part of the town slopes towards the south. The storm water of the central

city is channelised through Moti nala and Omti nala which passes through the city and

ultimately discharges into Pariat River, which ultimately merges with Hiren River, a

tributary of river Narmada at the down-stream of river. The southern side is drained

off by Khandhari nallah which discharges into River Narmada towards south-west.





Tehsil Sihora falls in Narmada basin. The Hiren is the main river, draining in this area.

The Slope of the river bed is about 1 in 1000 & it mostly flows through alluvium

deposits. Besides these there are number of streams flowing nearby the Sihora town

some of the important ones are Barne Nalla, Bafhela Nala, Magni Nala & Mabbaria

Nala which are all tributaries of Hiren river.

Geology-

Madhya Pradesh State hosts the country's 90% diamond, 63% diaspore, 61% laterite,

56% pyrophyllite, 41% molybdenum, 29% dolomite, 17% each of rock phosphate &

fireclay resources. The submetamorphic rocks of the central and north-eastern part of

the Jabalpur district from a part of the narrow elongated and discontinues belt of the

sub metamorphic series occurring in the Narmada, son and Ganges valleys (Pandey

1970). The central and north-eastern parts of the Jabalpur district are occupied by a

belt of sub-metamorphic rocks which is approximately 30 miles wide. There exists a

great spared of the Vindhyan sandstones and the Decan trap respectively towards

the north and south of this belt. The sub metamorphic series includes a great variety

of rocks and stretches and eastwards into the son valley.

The Siroha area S-shaped outcrop pattern of the sub metamorphic rocks of the area.

Jabalpur formations ranging in age from lower proterozoic to pliestocene,

structurally very complex and thus considered a "Home of Geology". The rocks of

Jabalpur area are mainly Upper Carboniferous to lower Cretaceous period. Important

associated mineral deposits occurrences in the entire district like calcite, china clay,

Iron ore, coal, Limestone etc. The project site area Iron ore deposit exposed.

Pratapgarh area hematite and magnetite mineral associated with iron ore deposits.

3.5 SEISMICITY & FLOOD HAZARD ZONATION OF THE AREA

3.5.1 Seismicity of The Area

In peninsula India the state of Madhya Pradesh, along with Gujarat and Maharashtra,

has suffered from frequent earthquakes, both deadly and damaging, although not

located on or near any plate boundaries. All the earthquakes here, as in all of

peninsula India, are intraplate events. Most of the activity is confined to the Narmada-

Son fault zone which runs across the state. Several faults have been identified in this

region out of which many show evidence of movement during the Holocene epoch.





Among them and the most prominent is the Narmada-Son South Fault zone that runs

from near Khargaon in western Madhya Pradesh in an east-northeasterly direction

right upto the Rihand reservoir in southern Jharkhand in the east.

According to GSHAP data, the state of Madhya Pradesh falls in a region of low to

moderate seismic hazard. As per the 2002 Bureau of Indian Standards (BIS) map,

Madhya Pradesh also falls in Zones II & III. Historically, parts of this state have

experienced seismic activity in the M5.0-6.0 range.

The study area lies in the seismic Zone III under area of moderate damage risk zone as

per the National Standards.





Figure 16 : Seismic Zone Map

Proposed Project Site

Seismic Zone- III





3.5.2 Flood Hazard Zonation Map

Force Report, C.W.C., GOI” the project site does not fall under “area liable to flood”.

As per the “Vulnerability Atlas – 2nd Addition; Peer Group, MoH & UPA; based on

digitized data of SOI, GOI; Flood Atlas, Task

Figure 17 :Flood Hazard Map

Proposed

Project Site





3.6 METEOROLOGY

Meteorology plays a vital role in determining the transport and diffusion pattern of

air pollutants released into atmosphere. The principal variables include horizontal

connective transport (average wind speed and direction), vertical connective

transport (atmospheric stability) and topography of the area.

Meteorological characteristics of an area are very much important in deciding the

project installation, assessing possible environmental impacts and in preparing

environmental management plan.

Since meteorological factors show wide fluctuations with time, meaningful

interpretation can be drawn only from long-term reliable data. Such source of data is

the Indian Meteorological Department (IMD), which maintains a network of

meteorological stations at several important locations.

The nearest IMD station to the Proposed Project is located in Jabalpur. The

Meteorological data i.e. temperature, relative humidity, rainfall, wind speed, and wind

direction, recorded at two synoptic hours i.e. 08:30 and 17:30 for Winter Season

(December, 2013 to February,2014) was obtained from this station to study

meteorology of the study area.

3.6.1 Climate

The climate of Jabalpur can be divided into three distinct seasons, viz.

• Monsoon lasting from mid-June to September.

• Winter from November to February; and

• Summer from March to mid-June.

The month of October witnesses the transition from monsoon to winter. The city

experiences hot summers and cold winters, with temperatures ranging from an

average low of around 9.8O Celsius to an average high of about 41.7O Celsius.

Temperature during the peak summer month of May can soar to 47 degrees Celsius,

while the lowest temperature recorded was 00 Celsius on 2nd December 1905.

3.6.2 Rainfall

The monsoons arrive in July and depart by September. The city witnesses torrential

rainfall during the monsoons which lend an air of pleasantness to the climate.





According to IMD out of 10 years records highest rain fall occurs in 2005 the area

(table 13). The average annual rainfall in the district is 1322 mm.

Table 14: Annual Rainfall

Year Rainfall Normal (mm)

2004 1208.7

2005 1806.2

2006 999.1

2007 1033.4

2008 1201.1

2009 1122

2010 1398.4

2011 1372.9

2012 1283.7

2013 1794.2

Source: IMD Jabalpur District

3.6.3 Wind Speed / Wind direction

Wind speed and wind direction data recorded during the study period has enabled

identifying the influence of meteorology on the air quality of the area. Based on the

collected meteorological data, relative percentage frequencies of different wind

directions were calculated and plotted as wind roses for twenty four hour duration.

Maximum and minimum temperatures including percentage relative humidity were

also recorded simultaneously.

The observed wind pattern during the study period is described below and is plotted

for the study period. The predominant direction over all wind patterns for the study

period (Winter season’2013-14) is from North direction. Wind speed during this period

varies from 1.2 to 6.2 m/sec. Wind rose diagram is shown in Figure- 15.

3.6.4 Micro-Meteorology at Site

Meteorological station was set-up at site to record surface meteorological parameter

during study period Winter Season 2013-2014.





The wind recorded during the survey period at the site is more or less according to

the trend indicated in wind rose diagram.

Table 15: Micro-Meteorology at Site Winter Season, 2013-2014

Month Temperature

(°C)

Relative Humidity

(%)

Avg. Wind Speed

(m/sec)

Predominant

Wind

Direction Max. Min At

08:30

At

17:30

At

08:30

At

17:30

Decemeber,2013 28.8 8.8 49-90 33-88 0-1.6 0-1.1

North January,2014 31.8 7.2 52-83 23-55 0-2.22 0-2.22

Feburary,2014 31.8 12.00 52-96 21-79 0-2.78 0-3.34

Source: Field Monitoring





Figure 18: Wind Rose Diagram for Winter Season (Dec., 2013 to Feb.,2014)





3.6.5 Mixing Height

Mixing height is the height to which dispersion of pollutants occurs within the

atmosphere. Mixing height depends on basic meteorological parameters, surface

turbulent fluxes and physical parameters, and follows a diurnal cycle.

Inversion may be defined as the “departure from the usual increase or decrease of

atmospheric conditions with altitude.” It usually refers to an increase in temperature

with increasing altitude, which is in contrast to usual decrease of temperature with

height.

In the absence of onsite data, IMD publication, “Atlas of Hourly Mixing Height and

Assimilative Capacity of Atmosphere in India”, for the study area has been used.

Table 16: Mixing Height

Winter Season, 2013-2014

Time (Hours) Mixing Height (m)

07:00 76

08:00 150

09:00 194

10:00 250

11:00 350

12:00 400

13:00 450

14:00 380

15:00 276

16:00 200

17:00 176

18:00 76

19:00 76

Source: IMD publication, “Atlas of Hourly Mixing Height and Assimilative Capacity of

Atmosphere in India”





3.7 AMBIENT AIR ENVIRONMENT

To determine the effect of the proposed project on the ambient air environment of

the area, Ambient Air Quality (AAQ) monitoring was carried out in the study area of 10

km radius around the proposed project site. For this the ambient air quality

monitoring stations were set up during the period of Winter Season (Dec.’ 2013 to

Febuary’2014) at the following stations shown in table & Key Plan below along with

their direction and distance from the project site.

Table 17: AAQ Monitoring Stations

Code of

Monitoring

Station

Monitoring Station Direction

from

Project

Site

Aerial distance in

km.

Selection Criteria

SA1 Project site - - • Core Zone

SA2 Dhanwahi Village ENE ~ 1.0 km • Near Dhamwahd RF

SA3 Keolari Village South ~ 1.8 km • Falls in downwind of Pre-

dominant wind direction

SA4 Hargarh Village SW ~ 3.9 km • Near Hargarh RF

SA5 Dhakarwah Village South ~ 4.9 km • Falls in downwind of Pre-


SA6 Sihora WSW ~ 8.0 km • Densely populated area

SA7 Dhangawan Village NNW ~ 7.5 km • Falls in upwind of Pre-


• Near National Highway

(NH-7)

SA8 Mihaganwan village NNE ~ 8.0 km • Near Dundi Railway

Station

It can be observed from the Wind rose diagram (shown above) that the predominant wind

direction during the study period was North. Locations have been selected in the downwind

direction as well as in the upwind direction for AAQ monitoring for the proposed project.

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x 25000 Nm3/hr) at Village: Ghughra, Tehsil : Sihora, District : Jabalpur,Madhya Pradesh



Figure 19: Key Plan showing the Air Quality & Noise Monitoring Stations

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x 25000 Nm3/hr) at Village: Ghughra, Tehsil : Sihora, District : Jabalpur,Madhya Pradesh



Table 18: Ambient Air Quality Monitoring


(Unit in µg/m3)

Code of

Monitoring

Station

Monitoring

Station

PM 10 PM 2.5 SO2 NO2 CO

(mg/m3)

PAH

Poly Aromatic Hydrocarbons

(ng/m3)

Max. Min Max. Min Max. Min. Max. Min.

SA1 Project site 52.23 43.79 27.54 20.41 8.06 6.85 15.23 11.65

<0.50 ND

SA2 Dhanwahi Village

53.75 45.39 26.08 23.87 7.58 6.44 15.19 12.91 <0.50 ND

SA3 Keolari Village 51.35 42.58 25.07 20.11 8.27 7.03 14.17 11.24

<0.50 ND

SA4 Hargarh Village 56.59 45.10 26.81 21.59 8.31 7.06 16.78 12.66

<0.50 ND

SA5 Dhakarwah Village

56.29 44.75 25.25 20.91 8.86 7.53 15.10 12.08 <0.50 ND

SA6 Sihora 80.41 69.45 32.29 25.95 9.18 7.80 19.79 16.82

<0.50 ND

SA7 Dhangawan Village

69.38 57.47 28.30 24.11 8.69 7.39 16.67 15.87 <0.50 ND

SA8 Mihaganwan village

68.12 59.75 29.58 24.29 9.04 7.69 17.58 15.19 <0.50 ND

*ND-Not Detected

Source: Ambient Air Quality Monitoring Test Report

Detailed Ambient air Quality monitoring Tables have been enclosed as Annexure III




Figure 20: Graph showing AAQ Monitoring Results for PM10

Figure 21 :Graph showing AAQ Monitoring Results for PM 2.5

0

20

40

60

80

100

120

Project site Dhanwahi Village

Keolari Village Hargarh Village

Dhakarwah Village

Sihora Dhangawan Village

Mihaganwan Village

Co

nce

ntr

ati

on

(µg

/m3 )

Monitoring Stations

PM10 Max. value PM10 Min. value NAAQs

0

10

20

30

40

50

60

70

Project Site Dhanwahi

Village

Keolari

Village

Hargarh

Village

Dhakarwah

Village

Sihora Dhangawan

Village

Mihaganwan

Village

Co

nce

ntr

ati

on

(µ

g/m

3 )

Monitoring Stations

PM2.5 Max. value PM2.5 Min. value NAAQs




Figure 22: Graph showing AAQ Monitoring Results for SO2

Figure 23 : Graph showing AAQ Monitoring Results for NO2

0

10

20

30

40

50

60

70

80

90


Village

Keolari

Village

Hargarh

Village

Dhakarwah

Village

Sihora Dhangawan

Village

Mihaganwan

Village

Co

nce

ntr

ati

on

(µg

/m3 )

Monitoring Stations

So2 Max.value So2 Min.value NAAQs

0

10

20

30

40

50

60

70

80

90


Village

Keolari

Village

Hargarh

Village

Dhakarwah

Village

Sihora Dhangawan

Village

Mihaganwan

Village

Co

nce

nta

rtio

n (

µg

/m3 )

Monitoring Stations

No2 Max.value No2 Min.value NAAQs




Table 19: National Ambient Air Quality Standards

S.

No.

Pollutant Time

Weighted

Average

Concentration in Ambient Air Method of Measurement

Industrial Area,

Residential

Rural and Other

Areas

Ecologically

Sensitive Area

(Notified by

Central Govt.)

(1) (2) (3) (4) (5) (6)

1 Sulphur Dioxide

(SO2), µg/m3

Annual

Average *

24 hours

**

50

80

20

80

1. Improved West and Gacke Method.

2. Ultraviolet fluorescence

2 Oxides of

Nitrogen as NO2,

µg/m3

Annual

Average *

24 hours

**

40

80

30

80

1. Modified Jacob and Hochheiser (Na-Arsenite) Method

2. Chemiluminescence (Gas phase)

3 Particulate

Matter (size less

than 10µm) or

PM10, µg/m3

Annual

Average *

24 Hours

**

60

100

60

100

1. Gravimetric, 2. TOEM,

3. Beta attenuation.

4 Particulate

Matter (size less

than 2.5µm) or

PM2.5, µg/m3

Annual

Average*

24 Hours

**

40

60

40

60

1. Gravimetric, 2. TOEM, 3. Beta attenuation.

5 Ozone (O3),

µg/m3

8 Hours **

1 Hours *

100

180

100

180

1. UV Photometric, 2. Chemilminescence, 3. Chemical Method.

6 Lead (Pb), µg/m3 Annual

Average *

24 Hours

**

0.50

1.0

0.50

1.0

1. AAS/ICP Method after

sampling on EPM 2000 or equivalent filter paper.

2. ED-XRF using Teflon filter

7 Carbon

Monoxide (CO),

mg/m3

8 Hours**

1 Hours

02

04

02

04

Non Depressive Infrared

(NDIR) Spectroscopy




8 Ammonia (NH3),

µg/m3

Annual

Average*

24 hours

**

100

400

100

400

1. Chemiluminescence (Gas phase)

2. Indophenol blue method

9 Benzene (C6H6),

µg/m3

Annual

Average*

05 05 1. Gas Chromatography based continuous analyzer,

2. Adsorption and Desorption followed by GC analysis.

10 Benzo(α) Pyrene

(BaP) –

Particulate Phase

only, ng/m3

Annual

Average*

01 01 Solvent extraction

followed by HPLC’GC

analysis

11 Arsenic (As),

ng/m3

Annual

Average*

06 06 AAS/ICP Method after

sampling on EPM 2000 or

equivalent filter paper.

12 Nickel (Ni), ng/m3 Annual

Average*

20 20 AAS/ICP Method after

sampling on EPM 2000 or

equivalent filter paper.

* Annual Arithmetic mean of minimum 104 measurements in a year taken twice a week 24

hourly at uniform interval.

** 24 hourly / 8 hourly values should be net 98% of the time in a year. However 2% of the time, it

may exceed but not on two consecutive days.

3.7.1 RESULT

The concentration of PM10 & PM2.5 for all the 8 AAQM stations ranges between 42.58

to 80.41 µg/m3 & 20.11 to 32.29 µg/m3 respectively.

As far as the gaseous pollutants SO2 and NO2 are concerned, the promulgated CPCB

limit of 80 µg/m3 has never been surpassed at any station. The SO2 concentrations are

in the range of 6.44 to 9.18 µg/m3 and the NO2 concentration in the range of 11.24 to

19.79 µg/m3 for all the 8 AAQM stations.

The concentration of Carbon Monoxide detected are <0.50 mg/m3 at all monitoring

stations whereas Poly Aromatic Hydrocarbons concentration (PAH) Not Detected

(ND) at all Monitoring Stations.




3.7.2 Chemical Characterization of RSPM

RSPM is “defined as the component of inhaled respirable dust small enough to reach

the pulmonary or alveolar region of the lung”.

Classification of RSPM

Classification Type of particles Size of the particles

PM10 Inhalable particles ≤ 10µm

PM2.5 Fine particles ≤ 2.5µm

The mineralogical composition of RSPM / PM10 will include major (Fe, ca, Mg, Na, K &

Al) and minor (Cd, Cu, Hg, Co, Ni, Cr, Zn, Pb, Mn) constituent elements including the

free silica (around 2.05%).

Table 20: RSPM Chemical Characterization

S.No. IONS Quantity (µg/m3)

1. Calcium (Ca) 13.6

2. Magnesium (Mg) 8.3

3. Iron (Fe) 4.6

4. Aluminium (Al) 3.2

5. Sodium (Na) 3.7

6. Potassium (K) 2.8

7. Manganese (Mn) 3.8

8. Chromium (Cr) 0.5

9. Nickel (Ni) 0.02

10. Zinc (Zn) 1.9

11. Copper (Cu) 0.9

12. Cobalt (Co) 0.4

13. Lead (Pb) 0.65

14. Mercury (Hg) BDL

15. Cadmium (Cd) BDL

16. Silica (SiO2) 2.05 (%)

Source: Ambient Air Quality Monitoring Test Report




3.7.3 Photographs Showing Air Monitoring at Different Stations




3.8 NOISE ENVIRONMENT

Noise often defined as unwanted sound, interferes with speech communication,

causes annoyance, distracts from work, disturb sleep, thus deteriorating quality of

human environment. Therefore Noise Pollution monitoring has been carried out.

Noise levels were measured near highways, residential areas and other settlements

located within 10 km radius around the Proposed Project site.

In order to know the baseline noise levels in and around the Proposed Project site,

noise levels were measured at the project site and also at the villages in the study

area. Table–below shows the locations of the noise monitoring stations of the study

area.

Table 21: Noise Monitoring Stations

Winter Season, 2013 -2014

Code of Monitoring Station

Monitoring Station

Direction from Plant Site

Aerial distance in km.

Selection Criteria

SN1 Project site - - Core Zone

SN2 Dhanwahi Village ENE ~ 1.0 km • Near Dhamwahd RF

SN3 Keolari Village South ~ 1.8 km • Falls in downwind of Pre-


SN4 Hargarh Village SW ~ 3.9 km • Near Hargarh RF

SN5 Dhakarwah Village

South ~ 4.9 km • Falls in downwind of Pre-


SN6 Sihora WSW ~ 8.0 km • Densely populated area

SN7 Dhangawan Village

NNW ~ 7.5 km • Falls in upwind of Pre-


• Near National Highway (NH-7)

SN8 Mihaganwan village

NNE ~ 8.0 km • Near Dundi Railway Station

There are several sources in the 10 km radius of study area, which contributes to the local noise

level of the area. . Traffic, industrial activities etc. add to the ambient noise level of the area.

Noise monitoring data along with relevant standards are given in following table-below.




Table 22: Average Noise Levels


Code of

Monitoring

Station

Monitoring Station

NOISE LEVEL Leq. dB (A)

Day Time

(6:00 a.m. to 10:00

p.m.)

Night Time

(10:00 p.m. to 6:00

a.m.)

SN1 Project site 46.45 40.22

SN2 Dhanwahi Village 54.08 44.08

SN3 Keolari Village 48.02 40.07

SN4 Hargarh Village 53.52 45.37

SN5 Dhakarwah Villages 48.41 39.02

SN6 Sihora 62.10 49.96

SN7 Dhangawan Village 48.17 39.21

SN8 Mihaganwan village 51.24 44.31

Source: Ambient Noise Quality Monitoring Test Report

Table 23: CPCB Noise Standards

Category of Zones Leq in dB(A)

Day Night

Industrial 75 70

Commercial 65 55

Residential 55 45

Silence Zone 50 40

1. Day Time is from 6:.00 AM to 10:00 PM

2. Night Time is reckoned between 10:00 PM to 6:00 AM

3. Silence Zone is defined as an area up to 100m around premises of Hospitals, Educational

Institutions and Courts. Use of vehicle horn, loudspeaker and bursting of crackers is banned in these zones.

Note: Mixed categories of areas be declared as one of the four above mentioned categories by the competent Authority and the corresponding standards shall apply




Figure 24: Graphs showing Noise Level at different Monitoring Station during Day Time

Figure 25 :Graphs showing Noise Level at Different monitoring Station during Night Time

3.8.1 Result

0

10

20

30

40

50

60

70

80

Project site Sihora Dhanwahi

Village

Keolari Village Hargarh

Village

Dhakarwah

Village

Dhangawan

Village

Mihaganwan

Village

Leq

dB

(A)

Monitoring Stations

Night time Leq.dB(A) CPCB std for residential area

CPCB std for Industrial area CPCB std for Commercial area

0

10

20

30

40

50

60

70

80

Project site Sihora Dhanwahi Village

Keolari Village

Hargarh Village

Dhakarwah Village

Dhangawan Village

Mihaganwan Village

Leq

DB

(A)

Monitoring Stations

Day time Leq.dB(A) CPCB std for residential area

CPCB std for Industrial area CPCB std for Commercial area




Ambient noise levels were measured at 8 locations within the 10 km radius area from

the project site. Noise levels varies from 46.45 to 62.10 Leq dB(A) during day time

and during night time noise levels ranges from 39.02 to 49.96 Leq dB(A). Thus noise

levels at all locations were observed to be within the prescribed limits.

From the above study and discussions it can be concluded that noise levels in the

study area are well within the prescribed limits as prescribed by the CPCB and State

Pollution Control Board.

3.8.2 Photographs Showing Noise Monitoring At Different Monitoring Station




3.9 WATER ENVIRONMENT

3.9.1 Ground Water Quality

The source of potable water in the area is ground water. Samples were collected

from the available water resources around the plant area. The samples were collected

and tested from different sites. Standard procedures were followed for the sampling

and analysis of physico – chemical parameters of water.

The quality of ground water around the area was studied by collecting ground water

samples from 8 different Sampling locations shown below:

Table 24: Ground Water Sampling Locations


Location

Code

Sampling Location Direction from

Project Site

Aerial distance in km.

SGW1 Project site - -

SGW2 Dhanwahi Village ENE ~1.00 km

SGW3 Pararia Village SE ~3.00 km

SGW4 Keolari Village South ~1.8 km

SGW5 Ghughri Village ESE ~5.2 km

SGW6 Sihora Village WSW ~8.00 km

SGW7 Dhangawan Village NNW ~7.5 km

SGW8 Mihganwan Village NNE ~8.00 km




Figure 26: Key Plan Showing the Ground water & Soil Sampling Location




Table 25: Ground Water Analysis Results


S. No Parameters

Sampling Locations Limits of IS:10500-2012

Project

Site

Dhanwahi

Village

Pararia

Village

Keolari

Village

Ghughri

Village

Sihora Dhangawan

Village

Mihganwan

Village

Desirable

limit (Max.)

Permissible

limit in the

Absence of

Alternate

Source (Max.)

1 pH (at 25 0C) 6.96 6.82 7.02 7.03 7.02 6.90 7.01 7.08 6.5 to 8.5 No Relaxation

2 Colour (Hazen

Unit)

BDL BDL BDL BDL BDL BDL BDL BDL 5 15

3 Turbidity

(NTU)

BDL BDL BDL BDL BDL BDL BDL BDL 1 5

4 Odour Agreeabl

e

Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable

5 Taste Agreeabl

e

Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable

6 Total

Hardness as

CaCO3 (mg/l)

167.80 226.24 351.48 440.36 492.88 468.64 581.76 399.96 200 600

7 Calcium as Ca

(mg/l)

38.10 55.05 77.72 103.63 97.15 129.54 142.49 110.11 75 200




8 Alkalinity as

CaCO3, (mg/l)

144.75 173.04 297.68 262.52 286.15 149.98 319.93 270.48 200 600

9 Chloride as Cl

(mg/l)

19.68 23.14 18.68 65.57 50.14 185.13 113.78 48.21 250 1000

10 Residual free

Chlorine

(mg/l)

BDL BDL BDL BDL BDL BDL BDL BDL 0.2 1.0

11 Cyanide as CN

(mg/l)

BDL BDL BDL BDL BDL BDL BDL BDL 0.05 No Relaxation

12 Magnesium

as Mg (mg/l) 17.68 21.60 38.29 44.18 60.87 35.34 54.98 30.43 30 100

13 Total

Dissolved

Solids (mg/l)

201.00 272.00 386.00 478.00 476.00 528 608.00 436.00 500 2000

14. Sulphate as

SO4 (mg/l)

4.56 11.79 2.18 20.90 11.15 14.49

36.92 8.08 200 400

15 Fluoride as F

(mg/l)

0.26 0.18 0.24 0.14 0.72 0.28 0.20 0.20 1.0 1.5

16 Nitrate as

NO3 (mg/l) 0.37

2.47 0.38 1.47 1.66 1.79 4.08 0.15 45 No Relaxation

17 Iron as Fe

(mg/l) 0.21

0.18 0.12 0.10 0.23 0.24 0.07 0.19 0.3 No Relaxation




18 Aluminium as

Al (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL

0.03 0.20

19 Boron as B

(mg/l) BDL 0.25 BDL 0.57 0.61 BDL 0.61 0.25

0.50 1.0

20 Phenolic

Compound

(mg/l)

BDL BDL BDL BDL BDL BDL BDL BDL

0.001 0.002

21 Anionic

Detergents as

MBAS (mg/l)


22 Hexa

Chromium as

Cr+6 (mg/l)

BDL BDL BDL BDL BDL BDL BDL BDL - -

23 Zinc as Zn

(mg/l)

1.33 1.88 0.164 1.076 0.13 1.26 0.11 0.12 5 15

24 Copper as Cu

(mg/l)

BDL 0.33 BDL BDL BDL BDL BDL BDL 0.05 1.5

25 Manganese

as Mn (mg/l)


26 Cadmium as

Cd (mg/l)


27 Lead as Pb

(mg/l)





28 Selenium as

Se (mg/l)


29 Arsenic as As

(mg/l)


30 Mercury as

Hg (mg/l)


31 Total

Colioform

(CFU/100 ml)

Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent

32 E.Coil

(CFU/100 ml)

Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent

33 Sodium as Na

(mg/l)

10.1 15.20 14.60 21.20 17.60 29.60 38.20 18.20 - -

34 Potassium as

K (mg/l)

0.90 0.80 0.40 1.20 0.40 1.20 1.90 0.90 - -

Source: Water Analysis Report

* Note- BDL-Below Detection Limit , DL-Detection Limit, ND-Not Detectable




3.9.1.1 Result

A review of the above chemical analysis reveals that there is not much variation in

chemical composition of water tapped from Hand pump. The ground water from all

sources remains suitable for drinking purposes as all the constituents are within the

limits prescribed by drinking water standards promulgated by Indian Standards IS:

10500-2012.

Analysis results of ground water reveal the following: -

� pH varies from 6.82 to 7.08

� Total hardness varies from 167.80 mg/l to 581.76 mg/l.

� Total Dissolved solids vary from 201 mg/l to 608 mg/l.

All parameter values in ground water sources are within the permissible limits laid by

IS:10500: 2012, for potable water.

3.9.1.2 Photographs Of Ground Water Sampling




3.9.2 Surface Water Quality

Water samples were collected from 4 different sampling locations (Details of Surface

water sampling locations is given in Table no. 25) to know the surface water quality in

the area. Details of the quality analysis of all the samples are given in the Table no.:

26.

Table 26: Details of Surface Water Sampling Location

Location

Code Sampling Location

Direction from

Project Site Aerial distance in km.

SSW1

Balkund Nadi

(Upstream &

Downstream)

SE ~ 0.5 km

SSW2

Hiren River

(Upstream &

Downstream)

SSE ~ 0.1 km

SSW3 Silpuri Nala ENE ~ 4.0 km

SSW4 Barne Nadi SW ~ 9.0 km

*Only Barne Nadi is seasonal, rest water bodies are Perennial in nature.




Table 27: Surface Water Analysis

Winter Season’2013-2014

S. No. Parameter

Sampling Locations

Balkund Nadi

(Upstream)

Balkund Nadi

(Downstream)

Hiren River

(Upstream)

Hiren River

(Downstream)

Silpuri Nala Barne Nadi

1. pH (at 25 °C) 7.32 7.43 7.36 7.41 7.18 7.38

2. Color (Hazen Unit) 7.0 7.0 7.0 7.0 6.0 7.0

3. Turbidity (NTU) 3.0 3.0 3.0 3.0 3.0 5.0

4. Odour Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable

5. Taste Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable

6. Total Hardness as CaCo3 (mg/l) 218.16 222.20 254.52 250.48 262.60 210.08

7. Calcium as Ca (mg/l) 48.58 50.20 56.67 55.05 58.29 46.96

8. Alkalinity as CaCo3 (mg/l) 174.34 174.66 206.82 205.03 211.69 161.83

9. Chloride as Cl (mg/l) 8.68 7.71 8.68 9.64 10.61 11.57

10. Residual free Chlorine (mg/l) BDL BDL BDL BDL BDL BDL

11. Cyanide as CN (mg/l) BDL BDL BDL BDL BDL BDL




12. Magnesium as Mg (mg/l) 23.56 23.56 27.49 27.49 28.47 22.58

13. Total Dissolved Solids (mg/l) 242.00 243.00 260.00 259.00 270.00 246.00

14. Sulphate as SO4 (mg/l) 1.03 1.28 1.41 1.03 BDL 5.77

15. Fluoride as F (mg/l) 0.37 0.38 0.40 0.42 0.80 0.32

16. Nitrate as NO3-N (mg/l) 0.52 0.62 1.37 1.04 0.24 0.40

17. Iron as Fe (mg/l) 0.28 0.26 0.05 0.05 0.10 0.22

18. Aluminum as Al (mg/l) BDL BDL BDL BDL BDL BDL

19. Boron(mg/l) 1.48 1.30 1.11 1.50 1.07 0.46

20. Phenolic Compounds (mg/l) BDL BDL BDL BDL BDL BDL

21. Anionic Detergents as MBAS

(mg/l) BDL BDL BDL BDL BDL BDL

22. Hexa Chromium as Cr+6 (mg/l) BDL BDL BDL BDL BDL BDL

23. Zinc as Zn(mg/l) BDL BDL BDL BDL BDL BDL

24. Copper as Cu(mg/l) BDL BDL BDL BDL BDL BDL

25. Manganese as Mn (mg/l) BDL BDL BDL BDL BDL BDL

26. Lead as Pb (mg/l) BDL BDL BDL BDL BDL BDL




Source: Surface Water Analysis Report

* Note- BDL-Below Detection Limit , DL-Detection Limit, ND-Not Detectable

27. Selenium as Se (mg/l) BDL BDL BDL BDL BDL BDL

28. Arsenic as As(mg/l) BDL BDL BDL BDL BDL BDL

29. Mercury as Hg(mg/l) BDL BDL BDL BDL BDL BDL

30. Sodium as Na(mg/l) 11.20 10.10 10.10 10.10 10.20 12.5

31. Potassium as K(mg/l) 0.40 0.40 0.3 0.3 0.40 0.3

32. Conductivity (μs/cm) 384.00 386.00 445.00 434.00 402.00 370

33. Nickel(mg/l) BDL BDL BDL BDL BDL BDL

34. Chemical Oxygen Demand 12.10 12.10 6.42 6.42 9.88 26.92

35. Biochemical Oxygen Demand 3.20 3.20 2.1 2.1 3.10 7.10

36. Total Suspended solid(mg/l) 24.80 25.60 15.20 14.00 3.20 58.40

37. Phosphate as PO4 0.03 0.03 BDL BDL BDL BDL

38. Dissolve Oxygen(mg/l) 5.26 5.40 6.80 6.75 5.73 5.13




3.9.2.1 Results

The above mentioned chemical analysis of surface water samples reveals that there is

not much variation in chemical composition of water samples taken from Various

Nadi, Nala & River.

Analysis results of surface water reveal the following: -

• pH varies from 7.18 to 7.43

• Total hardness value ranges between 210.08 t0 262.60 mg/l

• Total dissolved solids ranges between 242.00 to 270.00 mg/l

• Alkalinity as CaCo3 varies from 161.83 to 211.69 mg/l

3.9.2.2 Photographs Showing Surface Water Sampling At Different Sampling Locations




3.10 SOIL ENVIRONMENT

3.10.1 Soil Quality And Characteristics

The information on soils has been collected from various secondary sources and also

through primary soil sampling analysis which is described in this section.

For studying the soil profile of the region, 8 locations were selected to assess the

existing soil conditions in and around the proposed project area representing various

land use conditions. The concentrations of physical and chemical parameters were

determined. In addition to the above, information on the availability of water sources

at sampling locations were also collected.

The sampling locations have been finalized with the following objectives:

� To determine the baseline soil characteristics of the study area; and

� To determine the impact of industrialization on soil characteristics.

Quality of the soil in the area is showing a marked diversity in nature depending upon

the parent rock and climatic conditions prevailing in different parts of the district. The

analysis results of the soil samples collected are given in table below.

Table 28: Soil Sampling Location Winter Season


Location

Code Sampling Location

Direction from

Project Site Aerial distance in km.

SS1 Project site - -

SS2 Dhanwahi Village ENE ~1.00 km

SS3 Pararia Village SE ~3.00 km

SS4 Keolari Village South ~1.8 km

SS5 Ghughri Village ESE ~5.2 km

SS6 Sihora Village WSW ~8.00 km

SS7 Dhangawan Village NNW ~7.5 km

SS8 Mihganwan Village NNE ~8.00 km




Table 29: Soil Analysis Report

Winter Season’ 2013-2014

S.

No.

Parameter Project

Site

Dhanwahi

Village Pararia Village

Keolari

Village

Ghughri

Village Sihora

Dhangawan

Village

Mihganwan

Village

1 pH 7.41 6.76 6.76 6.96 7.43 6.96 7.32 6.68

2 Conductivity (ms/cm) 0.34 0.32 0.32 0.29 0.31 0.31 0.28 0.34

3 Soil Texture Silty Clay Silty Clay Silty Clay Silty Clay Silty Clay Silty Clay Silty Clay Silty Clay

4 Colour Reddish

Brown

Blackish

Brown

Blackish

Brown

Greyish

Black

Blackish

Brown

Greyish Black Greyish Black Yellowish

Brown

5 Water Holding

Capacity (%)

48.29 49.08 47.10 50.26 48.89 48.27 48.49 43.93

6 Bulk Density, gm/cc 137 1.24 1.28 1.35 1.32 1.39 1.39 1.31

7 Chloride as Cl (mg/kg) 207.06 99.01 182.22 184.00 133.25 174.82 246.63 246.89

8 Calcium as Ca (mg/kg) 264.53 520.24 952.30 1155.11 352.70 176.35 414.43 246.89

9 Sodium as Na (mg/kg) 56.46 92.42 60.53 94.15 128.64 57.51 96.19 62.71

10 Potassium as K (kg/Ha) 208.32 316.20 357.87 424.07 1320.12 232.76 305.81 346.80

11 Organic Matter (%) 1.13 0.99 0.96 1.13 0.96 1.06 0.91 0.86




S.

No.

Parameter Project

Site

Dhanwahi

Village Pararia

Village

Keolari Village

Ghughri Village

Sihora Dhangawan

Village

Mihganwan

Village

12 Magnesium as Mg

(mg/kg)

42.80 117.71 26.75 37.45 26.75 53.50 80.26 74.91

13 Available Nitrogen as N

(kg/ha)

265.46 239.91 250.46 252.54 255.55 229.80 260.68 246.61

14 Available Phosphorus

as P (kg/Ha)

29.46 84.70 28.96 27.04 22.09 30.99 197.28 79.25

15 Zinc as Zn (mg/kg) 32.14 55.34 73.82 21.99 45.83 83.03 30.16 49.70

16 Manganese as Mn

(mg/kg)

325.35 377.47 522.44 303.65 397.22 383.03 464.98 376.63

17 Chromium as

Cr(mg/kg)

23.85 43.18 42.32 51.58 37.70 48.00 36.21 42.28

18 Lead as Pb (mg/kg) 29.34 8.20 2.07 2.07 3.17 1.20 3.17 8.12

19 Cadmium as Cd

(mg/kg)

0.10 3.46 1.87 1.78 0.10 0.10 0.10 0.79

20 Copper as Cu (mg/kg) 23.95 40.32 71.26 39.35 40.48 36.63 27.58 42.67

Source: Soil Analysis Test Report

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x 25000 Nm3/hr) at Village: Ghughra, Tehsil : Sihora, D istrict : Jabalpur, Madhya Pradesh



Table 30: Standard of Soil Classification

S. No. Parameters Classification

1. pH <4.5 extremely acidic

4.51 – 5.0 very strong acidic

5.01 – 5.5 strongly acidic

5.51-6.0 moderately acidic

6.1 – 6.5 slightly acidic

6.51-7.3 Neutral

7.31-7.8 slightly alkaline

7.81-8.5 moderately alkaline

8.51 – 9.0 strongly alkaline

>9.0 Very strongly alkaline

2. Salinity Electrical Conductivity

(mSiemens/cm)

1 mSiemens/cm /cm = 640 ppm

Up to 1.0 average

1-2 harmful to germination

2-3 harmful to crops

3. Nitrogen (kg/ha) Up to 50 very less

51-100 less

110-150 good

151-300 better

>300 sufficient

4. Phosphorus (kg/ha) Up to 15 very less

15 – 30 less

31-50 medium

51-65 on average sufficient

66-80 sufficient

>80 more than sufficient

5. Potassium (kg/ha) 0-120 very less

120-180 less

180-240 medium

241-300 average

301-360 better

>360 more than sufficient




3.10.2 Result

Soil is the media for supplying the nutrients for plant growth. Nutrients are

available to plants at certain pH and pH of soils can reflect by addition of

pollutants in it either by air, or by water or by solid waste or by all of these. In

order to establish the baseline status of soil characteristics, soil samples were

collected at 6 sampling locations.

The analysis results show that soil is neutral to slightly alkaline as pH value

ranging from 6.68 to 7.43 with organic matter from 0.86% to 1.13 %. Soil texture is

Silty Clay. Electrical conductivity ranges between 0.28 to 0.34 (ms/cm), hence

this type of soil is average. Total nitrogen ranges from 239.91 to 265.46 kg/ha,

indicates that N is in a better state in this soil. Total Phosphorus ranges from

22.09 to 197.28 kg/ha, indicates that less to more than sufficient amount of

Phosphorus is present in the soil. Range of Potassium varies from 208.32 to

1320.12 kg/ha which indicates that medium to more than sufficient amount of

Potassium is present in the soil.

3.10.3 Photographs Showing Soil Sampling At Different Sampling Locations




3.11 BIOLOGICAL ENVIRONMENT

3.11.1 Methodology

3.11.1.1 Floral Study

The floral survey of project area is based on extensive field survey of the area.

The seasonal study has been conducted in winter season. The plant species were

identified with the help of available literature, concern with forest department

and local people of study area.

3.11.1.2 Faunal Study

Ground survey were carried out by trekking the impact zone for identification of

important animal group such as butterflies (Insect), birds, mammals and reptiles

etc inhibiting the area. The fauna were identified by using standard monograph

of birds, butterflies, reptiles, Mammals etc.

Survey techniques: The visual encounter survey (VES) technique was used. The

VES technique involves walking through the study site systematically searching

for animals during a given time period. No Time Constrained Studies (TCS) were

utilized and hence a varied amount of time was spent at the sites based on

species diversity. Micro-habitats studied included terrestrial, arboreal and

aquatic during the study.

Given the elusive nature of animals, VES techniques are very effective to

estimate the species richness. However, species counts of animals are very

difficult, given the terrain and nocturnal habits of many species.

Equipment used: Torches for night searches, measuring tape and vernier

calipers for measurements and a Nikon Camera of 25 X Zoom for photography

and binocular for assessment of animal to safe distance.

3.11.2 Biodiversity Profile

3.11.2.1 Forest Type

The vegetation comprises Dry Teak Forest, Tropical Dry Deciduous Forests, and

Tropical Thorn Forest in the project study area.

3.11.2.2 Flora in the study area

Given below are the list of plant species recorded in core & buffer zone of the




study area.

Table 31: Flora of Core and Buffer Zone of project study area

S.

No

Scientific Name Common Name Family Core Area

Buffer area

Reserve/

Protect forest

1. Azadirachta indica Neem Meliaceae - + +

2. Albizzia procera Sirish(pandra) Mimosoideae + + -

3. Aegle marmelous Bel Rutaceae - + +

4. Anogeissus latifolia - Combretaceae - + +

5. Adina cardifolia Haldu Rubiaceae - + +

6. Achyranthus aspera - Amaranthaceae + + +

7. Argemone

mexicana Pivla dhotra Papaveraceae

- + +

8. Adhatoda vasica Adusa Acanthaceae - + +

9. Acacia catechu Khair Mimosoideae + + +

10. Acacia nilotica Babul Mimosoideae - + +

11. Butea monosperma Palas Papilionoideae + + +

12. Butea superb Palas vel Papilionoideae - + +

13. Bauhinia racemosa Apta Ceasalpinoideae + + +

14. Bombax ceiba Samal Malvaceae - + +

15. Boswellia serrata Salai Burseraceae - + +

16. Cassia fistula Bahawa Ceasalpinoideae - + -

17. Cassia siamea Kashid Mimosoideae - + -

18. Cassia tora Tarota Ceasalpinoideae - + +

19. Calotropis procera Aak Asclepiadaceae + + +

20. Cissus

quadrangularis

Hadjod Vitaceae - + +

21. Cleome viscose Pivili tilwan Rananculaceae + + +

22. Dalbergia sisso Sisam Papilionoideae - + -

23. Datura wrightii Datura Solanaceae - + +

24. Datura metel Datura Solanaceae + + +

25. Diospyros

Melanoxylon

Tendu Ebenaceae - + +




S.

No


Buffer area

Reserve/

Protect forest

26. Euphorbia

neriifolia

Dandathor Euphorbiaceae - + +

27. Euphorbia tirucalli sher-kandvel Euphorbiaceae - + +

28. Eucalyptus

tereticornis

Nilgiri Myrtaceae - + +

29. Ficus benghalensis Wad Moraceae - + +

30. Ficus glomerata Umber Moraceae - + +

31. Ficus religiosa Pipal Moraceae - + +

32. Holoptelea

integrifolia

Papdi Ulmaceae - + +

33. Indigofera linifolia Pandharphali Fabaceae - + +

34. Ipomoea eriocarpa - Convolvulaceae - + +

35. Ipomoea carnea - Convolvulaceae - + +

36. Jatropha

gossypifolia

- Euphorbiaceae - + +

37. Limonia acidissima Kaith Rutaceae - + +

38. Randia dumetorum Mainaphal Rubiaceae - + +

39. Gardenia gummifera Dekamali Rubiaceae - + +

40. Grevillea robusta Silver oak Proteaceae - + -

41. Grewia hirsuta Kakarundah Tiliaceae - + +

42. Indigofera pulchella Hakna Leguminosae - + +

43. Woodfordia

fruticosa

Dhawai Lythraceae - + +

44. Lantana camara - Verbenaceae + + +

45. Mitragyna parvifolia Kadam Rubiaceae - + +

46. Vallaris solanacea Dudhi ki bel Apocynaceae - + +

47. Musa acuminata Banana Plant Musaceae - + -

48. Bougainvillea Sp. - - - + -

49. Mangifera indica Aam Anacardiaceae - + +

50. Madhuca longifolia Mahua Sapotaceae - + +

51. Ocimum sanctum Tulsi Lamiaceae - + +

52. Opuntia vulgaris Nagphani Cactaceae - + +




S.

No


Buffer area

Reserve/

Protect forest

53. Phoenix sylvestris Khajoor Arecaceae - + +

54. Plumeria alba Champa Apocynaceae - + -

55. Pongamia pinnata Karanj Fabaceae - + +

56. Prosopis juliflora Bilayati Babool Fabaceae - + +

57. Punica granatum Anar Puniacaceae - + -

58. Ricinus communis Arandi Euphorbiaceae - + +

59. Syzygium cumini Jamun Myrtaceae - + +

60. Sterculia urens Kulu Sterculiaceae - + +

61. Sida cordifolia - Malvaceae + + +

62. Schleichera oleosa Kusum Sapindaceae - + +

63. Tamarindus indica Imli Fabaceae - + +

64. Terminalia arjuna Arjun Combretaceae + + +

65. Tectona grandis Sagwan Verbenaceae + + +

66. Ziziphus mauritiana Ber Rhamnaceae + + +

67. Zizphus glaberrima Ghoti Rhamnaceae + + +

68. Terminalia bellerica Bahada Combretaceae - + +

69. Terminalia chebula - Combretaceae - + +

70. Tinospora cordifolia - Menispermaceae - + +

71. Argemone

mexicana

Pivla dhotra Papaveraceae + + +

72. Hibiscus rosa-

sinensis

Gudhal Malvaceae - + -

73. Chloris barbata Gondvel Poaceae - + -

74. Carica papaya Papaya Caricaceae - + -

75. Dendrocalmus

strictus

Bamboo Graminae - + +

76. Cynodon dactylon Durva/haialli/do

ob

Cyperaceae + + +

77. Poa cynosuroides Kusha Poaceae + + +

78. Eragrostis tenella Bharbhusi Poaceae - + +

79. Bothriochloa

pertusa

Indian

couch grass

Poaceae - + +




S.

No


Buffer area

Reserve/

Protect forest

80. Parthanium sp. Congress grass Asteraceae + + +

81. Grewia hirsuta Kukurbicha Tiliaceae - + +

82. Orchid sp. - Orchidaceae - + +

83. Adiantum incisum - Pteridophytes - + +

84. Adiantum

philippense

- Pteridophytes - + +

Source: Field Survey

Table 32: Aquatic Vegetation in Buffer zone in Study area

S. No Scientific Name Common Name Core Area Buffer area

1 Typha angustifolia Era - +

2 Trapa bispinosa Water nut - +

3 Cyperus rotundus Nutgrass, Coco - +

4 Scirpus cernuus - - +

5 Vitex negundo Five-leaved chaste

tree

- +

6 Polygonum coccineum knotgrass - +

7 Portulaca oleracea Pigweed - +

8 Ranunculus sceleratus Buttercup - +

9 Parthenium argentatum Congress grass - +

10 Colocasia sp. Elephant Ear - +


Where, (-) = absent, (+) = Present

Photographs of the recorded plant species in the study area:




Madhuca longifolia Ficus benghalensis

Carica papaya Bougainvillea Sp.

Lantana camara




Scirpus cernuus & Adiantum incisum Plumeria alba

Aegle marmelous Dendrocalmus strictus

Polygonum coccineum Opuntia vulgaris

Euphorbia tirucalli Colocasia sp.




3.11.2.3 Threat Status of the floristic diversity

Flora recorded from the study sites during the survey when compared with the

available literature revealed that none of the species recorded from the region

fall under any category of threat status.

3.11.3 Fauna of Project Study Area

During the study in the field and concern with local stakeholder following

animal’s species recorded on project study area.

Table 33: Mammals Recorded in of Project Study Site

S.No Scientific Name Common Name

Status

according

to IWPA

Core Area

Buffer area

Orchid sp. Adiantum incisum

Grevillea robusta Tectona grandis




1972

1. Rattus rattus House Rat Sch.V + +

2. Suncus murinus Asian house shrew Sch.V - +

3. Herpestes

edwardsii

Common

Mongoose Sch.II

- +

4. Canis aureus

indicus

Jackal Sch.II

+ +

5. Presbytis entellus Common Langur Sch.II - +

6. Lepus nigricollis Indian hare Sch. IV + +

7. Axis axis Chital Sch.III - +

8. Mus booduga Little Indian Field

Mouse Sch.V

+ +

Table 34: Amphibians and Reptiles were recorded in project study area

S.No Scientific Name Common Name Status Core Area

Buffer Area

1 Rana hexadactyla Indian Pond Frog Sch.IV + +

2 Rana tigerinus Indian Bull Frog Sch. IV - +

3 Hemidactylus

flaviviridis

House Gecko/Chhipkali -

- +

4 Calotes versicolor Common Garden

Lizard/Girgit -

+ +

5 Mabuya carinata Brahminy Skink/ Bahmani - + +

6 Ptyas mucosa Indian Rat Snake Sch.II - +

7 Naja naja Cobra Sch.II - +

8 Eryx johnii Sand Boa snake/Chitti Sch.VI - +

Table 35: Arthropods were recorded in project study area

S.No Scientific Name Common Name Status Core

Area

Buffer Area

1. Buthus sp. Scorpion - - +

2. Periplaneta

amercana

Cockroach - + -

3. Artema atlenta Spider - + +

4. Apis dorsata Badi Madhumakkhi - - +

5. Apis indica Choti Madhumakkhi - - +




Table 36: Butterflies Species recorded in study area

S.No. Scientific Name Common Name Status according

to IWPA-1972

Core Area

Buffer Area

1. Cyrestis

thyodamas

Common Map - + +

2. Acraea terpsicore Tawny coster - - +

3. Ixias marianne White Orange Tip - + +

4. Papilio polytes Common Mormon - + +

5. Euploea core Common Crow - - +

6. Papilio demoleus Lime butterfly - - +

Table 37: Fish species recorded in project study area

S.No Scientific Name Common Name Core Area

Buffer Area

1 Gambusia affinis Mosquito fish - +

2 Tor khudree Mahseer - +

3 Catla catla Katla - +

4 Labeo rohita Rohu - +

5 Labeo calbasu Calbasu - +

6 Cirrhinus mrigala Naren - +

7 Mystus cavasius Cat fish - +

Table 38: Avian Diversity recorded in project study area

S.No

. Scientific Name Common Name

Status according

to IWPA-1972

Core Area

Buffer Area

1 Psittacula krameri Rose-ringed

parakeet

IV - +

2 Ardea intermedia Intermediate Egret IV - +

3 Vanellus cinereus Red-wattled

lapwing

IV - +

4 Mycteria leucocephala Painted Stork IV - +

5 Pseudibis papillosa Black Ibis IV - +

6 Cercomela fusca

Brown Rock Chat

IV - +




S.No


Status according

to IWPA-1972

Core Area

Buffer Area

7 Columba livia Rock pigeon - + +

8 Centropus bengalensis Lesser coucal IV - +

9 Francolinus

pondicerianus

Grey francolin IV + +

10 Passer domesticus House Sparrow - + +

11 Nectarinia asiatica Purple Sunbird IV + +

12 Turoides striatus Jungle Babbler IV + +

13 Acridotheres tristis Common myna IV + +

14 Upupa epops Common Hoopoe - - +

15 Pavo cristatus Indian peafowl I - +

16 Apus affinis House swift - - +

17 Merops orientalis Green bee-eater - + +

18 Sterna aurantia River Tern IV - +

19 Ardeola grayii Pond Heron IV - +

20 Ardea cinerea Grey Heron IV - +

21 Halcyon smyrnensis White-throated

kingfisher

IV - +

22 Coracias benghalensis Indian roller IV + +

23 Saxicoloides fulicata Indian robin - - +

24 Copsychus saularis Oriental Magpie-

Robin

- + +

25 Corvus splendens House crow V - +

26 Egretta garzetta Little egret IV - +

27 Bubulcus ibis Cattle egret IV - +

28 Saxicola caprata Pied Bush chat IV + +

29 Dicrurus macrocercus Black drongo IV - +

30 Microcarbo niger Little cormorant IV - +

31 Pycnonotus cafer Red-vented bulbul IV + +

32 Sturnus pagodarum Brahminy starling IV - +

33 Himantopus

himantopus

Black wing Still IV - +

34 Motacilla White-browed - - +




S.No


Status according

to IWPA-1972

Core Area

Buffer Area

maderaspatensis wagtail


3.11.3.1 Photographs of the recorded Fauna in the study area:

Presbytis entellus Acridotheres tristis

Cercomela fusca Microcarbo niger

Mycteria leucocephala Bubulcus ibis




3.11.3.2 Threat Status of the faunal diversity

During survey of biodiversity assessment and consultation with forest

department and local people revealed that one species Aves Peafowl (Pavo

cristatus) was found under Schedule.1 according to Wildlife Protection Act 1972.

3.11.4 Impact on Ecology and Biodiversity

Core area of proposed project has covered dense vegetation type of Dry teak

forest, Dry Deciduous forest and Thorn Forest. In this forest type vegetation has

population of Peacock (Pavo cristatus) and other animals. The movement of

animals will be affected though proposed project activities.

The plants species will be cut down for construction of building and accessories

road for proposed project. Several reserved and protected forest are pertaining

Pseudibis papillosa Ardea intermedia

Ardeola grayii




within study area. In which some forests are pertaining close vicinity with

proposed project. The habitation of wild animals and corridors of wildlife may be

affected through proposed project activities like noise, gaseous emission, dust

emission, light beam and vehicles movement.

The perennial river is flowing nearby proposed site of project that aquatic flora

and fauna may be affected through proposed project activities. The fugitive and

gases emissions are expected to be generated that may be affected aquatic

ecosystem of river. Aquatic and terrestrial ecosystem of surrounding proposed

project site may be affected if Waste Water and solid waste does not treat in

proper manner.

During construction and operation phase, the various vehicles movement,

machinery activities would be create excessive noise that may be force to

moving away of wild animal from nearby forest patches. During the biodiversity

assessment and concern with local stakeholder revealed that the project study

area does not fall in migration route of migratory Birds.

The study area does not form part of any National park, Wild life Sanctuary, and

ecological sensitive area.

3.11.5 Biodiversity Impact Mitigation Measure

During construction and operation phase would be followed mitigation measure

for reduce impact on surrounding ecology and biodiversity -

• The preferred rout of wild animal movement would be maintained in

ecological manner.

• Ensure silence zone on around wild life habitation and forest patches of

nearby proposed project site.

• Speed of vehicle would not increase more than 20 km/hr in nearby forest

area and habitation of wild animals.

• Paved road would be use for transportation to minimize fugitive emission.

• Transported material and store of mineral would also be well covered.




• Water sprinkler would be used on connecting road for transportation of

material to control fugitive emission in surrounding environment.

• Transport vehicles and machinery would be properly maintained and

periodically check pollution level to reduce noise level and gases emission

surrounding environment.

• Transportation of raw material and construction material should be

preferred in day time.

• The removal or picking of any protected or unprotected plants shall not be

permitted.

• Water pollution and Air pollution would be control at source as per guideline

of Central Pollution control Board, New Delhi.

• The three tier greenbelt would be developed on periphery of mine pit,

around water bodies, village with in mine lease. The plant specifies selection

for greenbelt would be according to guideline of CPCB. These species should

be drought resistance and can be control gaseous emission and fugitive

emission. The green belt is also beneficial for controlling noise pollution of

surrounding environment.

• Riparian vegetation would be developed on the water edge of river crossing

nearby proposed project to maintain healthy aquatic ecosystem and reduce

the negative impact on plankton diversity of river aquatic ecosystem.

• Create water holes and check dams for drinking purpose to wildlife with in

reserve and protected forest with the corporation of forest department.

• The degraded forest patches would be restoration as ecological manner

with corporation of forest department.

• In the event that animals are present that may pose a risk to human safety, a

suitable animal handler must be requested to removed the animal in an

environmentally responsible manner. This is specifically refers to snake.

• Create a live hedge of sturdy woody shrubs along the road on either side

that would restrict the wildlife to cross road connected to project site.




• Undertaken an educational and awareness drive in labor camps and vehicle

drivers to ensure that traps are not laid by the labors for trapping small

animals.

3.11.6 Biodiversity Post- Monitoring Plan

During opening and operation phase, it would be necessary to monitor the

mitigation measures compliance scenario to ensure that the concern for

minimizing the impacts on biodiversity. For monitoring purposes, a monitoring

cell should be established and a compliance officer should be appointed.

Table 39: Biodiversity Monitoring Plan

Key Indicator

Responsibility

Sub Indicator Monitoring

Frequency

Afforestation Area brought under plantation Six Month

Number of tree planted, survived and established

Soil erosion Run off measurement/ Storage structures

Six Month

Bird nesting Prepare a baseline along project study and monitor the

increase/decrease in nesting

Three months

3.12 SOCIO-ECONOMIC PROFILE OF STUDY AREA

3.12.1 Socio-Economic Environment

An essential part of environmental study is socio-economic environment

incorporating various facts related to socio-economic conditions in the area,

which deals with the total environment.

Socio economic study includes demographic structure of the area, provision of

basic amenities viz., housing, education, health and medical services,

occupation, water supply, sanitation, communication, transportation, prevailing

diseases pattern as well as feature of aesthetic significance such as temples,

historical monuments etc. at the baseline level. This would help in visualizing and

predicting the possible impact depending upon the nature and magnitude of the

project.

Socio-economic study of an area provides a good opportunity to assess the

socio-economic conditions of an area. This study will possibly make a change in




living and social standards of the particular area benefitted due to the Project.

The gross economic production of the area will be increased substantially due to

the existence of this project. It can undoubtedly be said that this plant will

provide direct and indirect employment and improve the infrastructural facilities

and standards of living of the area.

3.12.2 Methodology

3.12.2.1 Collection of data

Data for this project were collected from secondary source (i.e. Government

department, maps, literature research etc) and from the site location map on

Indian map, with the help of satellite image location of Surface water bodies

likes ponds, canals, and Rivers are analyze, topography of the land and Existing

land use pattern (agriculture, non-agriculture, forest), Climatic Data from IMD

(Indian Metrological Department). All the information regarding this project has

been collected from secondary data sources.

3.12.2.2 Presentation of data & Analysis

The data collected were presented in a suitable, concise form for further

analysis. The collected data were presented in the form of tabular or

diagrammatic or graphic form. These tabulated data were interpreted and

analyzed with the help of various qualitative techniques and ideographic

approaches.

3.12.2.3 Background Information of the Area

The company is planning to setup an Iron ore Pelletization and Beneficiation

Plant at Village- Ghughra, Tehsil Sihora, District Jabalpur (M.P.). The proposed

site is located on 230 29’ 27.6 to 23° 29’ 45.5’’ N latitude and 80° 11'9.3’’ to 80011’

46.5E longitude. This area falls in Jabalpur district (MP). Jabalpur is bordered

by Katni to the north, Umaria to the north-east, Dindorito the east, Mandla to

the south-east, Seoni to the south, Narsimhapur to the south-west

and Damoh to the north-west. The total area of the district is 10,160 sq km

which resides 411 meters above the sea level. The Jabalpur region is having very

rich source of minerals like low grade Iron ore and Blue dust.

As of 2011 India census, Jabalpur District had a population of 2,463,289. Males




constitute 51.08% of the population and females 48.92%. Sirohi has an

average literacy rate of 81.07%, better than the State & national average Literacy

rate.

Table 40: Demographic Profile of Study Area

Particular

Madhya Pradesh

State Jabalpur

Study

Area

Area (in sq. kms.) 308,252 10,160 --

No. of Households 15093256 539060 18738

Population 72626809 2463289 77397

Male 37612306 1277278 39535

Female 35014503 1186011 37862

Scheduled Tribes 15316784 375231 17284

Scheduled Castes 11342320 348029 10468

Literacy 69.32% 81.07% 75.02%

Sex Ratio (Females per 1000

Males) 931 929 958

Source: Census of India, 2011

3.12.2.4 Baseline Data & Analysis

The socio economic study has been conducted on the basis of questionnaires

prepared including Demographic, Educational, Medical & Health, Occupational,

Agriculture & Cropping pattern, Basic Amenities and Religious Rituals details.

The primary study was conducted within 10 km radius study area from the

project site. The study area was categorized on the basis of the distance of the

village from project site. First zone was indentified from 0-3 km radius area,

Second zone in 3-5 km and Outer zone is 5-10 km radius area from the project

site. Information was collected from Gram Panchayat, Sarpanch, Secretary,

School Headmaster, Doctor, GNM and present villagers of the area. To ensure




the accuracy of the primary data collected from the study areas, all villages

information were cross checked from census 2011 of Jabalpur (Madhya Pradesh)

and information collected from various government departments like health

department, agriculture department, IMD etc.

3.12.2.5 Demography

Study area (buffer zone) is the area within 10 km radius of the project site. It

covers 100 villages in the Tehsil- Sihora; district Jabalpur (Madhya Pradesh). The

total population of the proposed area (10 km radius from the project site) is

77397. We have provided the details of about 80% of the villages. As per census

total household in the Primary zone 1755 Secondary zones 3886 and 13097

within outer zone. Sex ratio (See Figure 24) within primary zone was found 931

females per 1000 males, 979 and 955 within secondary zone and outer zone

respectively. See the table no. 40 depicting sex ratio in the study area much

better than district and state sex ratio.

Table 41: Detailed Demographic Profile of Study Area

Zone Name of

the Villages

Total

Households

Total

Population

Total Male

Population

Total Female

Population

Sex

ratio

Primary Zone

(0-3 Km)

Junwani 156 685 355 330 930

Darauli

Khurd 88 355 185 170 919

Ghughara 175 693 347 346 997

Kiwlari 265 939 483 456 944

Darauli

Kalan 202 733 381 352 924

Paraswara 132 516 269 247 918

Dhanwahi 130 568 293 275 939

Mangeli 332 1462 799 663 830

Marha

Patha 152 691 342 349 1020




Parasiya 123 621 308 313 1016

Total 1755 7263 3762 3501 931

Secondary -zone (3-5 Km) 3886 16253 8213 8040 979

Outer- zone (5-10 Km) 13097 53881 27560 26321 955

Grand Total 18738 77397 39535 37862 958

Source: Census of India-2011

Figure 27: Gender Wise Demographic Details

As per the primary data & secondary data we found that the distribution of

population varies from place to place. In the study area some villages are

densely populated (See table no 40) such as Hargarh, Mangeli, Badkhera, Kumhi

etc. But on the other hand some are very less populated i.e. Darauli khurd,

Sarda, Pipariya, Mahgawan etc.

3.12.2.6 Vulnerable Group

While developing an Action Plan, it is very important to identify the population

which falls under the marginalized and vulnerable groups and special attention

has to be given towards these groups while making action plans. Special

0

10

20

30

40

50

60

70

Primary Zone (0-3 Km)

Secondry Zone (3-5 Km)

Outer Zone (5-10 Km)

51.80 50.53 51.1548.20 49.47 48.85

Ma

le/F

ema

le P

op

ula

tio

n (

%)

Study-Area

Total Male Population




provisions should be made for them. As per key-plan in the proposed area

villages schedule caste (SC) and Schedule Tribe (ST) population is 13.53% and

22.33% respectively of the total population in the study area (See Table no-41)

Table 42: SC/ST Population of the Study Area

Zone Name of the

Villages

SC

Population

ST

Population

No. of

others

Primary Zone

(0-3 Km)

Junwani 99 68 518

Darauli Khurd 0 112 243

Ghughara 126 350 217

Kiwlari 184 14 741

Darauli Kalan 77 126 530

Paraswara 184 92 240

Dhanwahi 90 333 145

Mangeli 143 349 970

Marha Patha 42 596 53

Parasiya 0 617 4

Total 945 2657 3661

secondary -zone (3-5 Km) 2250 3430 10573

outer- zone (5-10 Km) 7273 11197 35411

Grand Total 10468 17284 49645





Figure 28: Vulnerable Group of Study Area

Figure no. 25 show that the vulnerable group (i.e. Schedule Caste & Tribes) in

primary zone (0-3km) is 49.59%, in secondary zone (3-5km) is 34.95 % and in

outer zone(5-10km) is 34.28%.

3.12.2.7 Literacy Rate

Literacy is Key for socio-economic progress, Literacy Rate is the amount of

people in a country with the ability to read and write. The analysis of the literacy

levels as per Key- plan is done in the proposed area. The 10 km radius area

demonstrates a literacy rate of 75.02%, which is more than state level (66.11%) but

less than district literacy rate (81.07%). The male literacy rate in the study area

works out to be 85.44 % whereas the female literacy rate, which is an important

indicator for social change, is observed to be 64.13 % in the study area and 35.56%

observed as illiterates. This indicates that the literacy rate is good in the proposed

project area. The distribution of literates in the villages is given in Table-42.

Table 43: Literacy Level of the Study Area

Zone Village Name literacy Rate Male Literacy Female Literacy Illiteracy

Primary Junwani 80.81 94.10 66.78 29.93

0

5

10

15

20

25

30

35

40




13.01 13.84 13.50

36.58

21.10 20.78

ST/S

C P

op

ula

tio

n (

%)

Study-Area

SC Population ST Population




Zone (0-3

Km)

Darauli Khurd 69.03 76.25 61.33 39.72

Ghughara 75.63 90.73 60.27 34.63

Kiwlari 77.22 89.50 64.12 33.23

Darauli Kalan 75.55 88.39 61.07 34.65

Paraswara 75.11 84.58 64.93 36.24

Dhanwahi 76.96 87.40 65.64 35.92

Mangeli 71.71 79.75 61.91 35.16

Marha Patha 74.16 80.15 68.60 39.36

Parasiya 59.39 70.00 49.63 50.08

Total 73.74 84.30 62.43 36.35

Secondary -zone (3-5 Km) 73.65 83.65 63.41 37.32

Outer- zone (5-10 Km) 65.07 74.16 55.56 34.93

Grand Total 75.02 85.44 64.13 35.56

Source

s:

Census

of

India-

2011

0

20

40

60

80

100




84.30 83.6574.16

62.43 63.4155.56

Lit

erac

y R

ate

(%

)

Study-AreaMale. Litracy Rate Female Litracy Rate




Figure 29 :Gender Wise Literacy Rate in the Study Area

A number of schemes are being carried out to improve the status of education

in the area: Shiksha Aapke Dwar (Education at your door), District Primary

Education Program (DPEP), Ghummakad Vidyalaya Shiksha Mitra Yojna. In this

area, the literacy rate is good. Male and Female literacy rate of villages are

varying place to place. Although Female literacy rate in the region is coming out

low as compared to male. Due to high literacy, educated manpower is easily

available in the local area.

3.12.2.8 Economic Activities

The economy of an area is defined by the occupational pattern and income level

of the people. The occupational structure of residents in the study area is

studied with reference to work category. The population is divided occupation

wise into three categories, viz., main workers, marginal workers and non-

workers. The workers include cultivators, agricultural laborers, those engaged in

household industry and other services.

The marginal workers are those workers engaged in some work for a period of

less than 180 days during the reference year. The non-workers include those

engaged in unpaid household duties, students, retired persons, dependents,

beggars, vagrants etc. besides institutional inmates or all other non-workers

who do not fall under the above categories.

Table 44: Work Force of the Study Area

Zone Name of the

Villages

Total

Worker

Main

worker

Marginal

Worker

Non-

Worker

Primary Zone

(0-3 Km)

Junwani 418 222 196 267

Darauli Khurd 214 44 170 141

Ghughara 370 143 227 323

Kiwlari 561 360 201 378




Darauli Kalan 309 94 215 424

Paraswara 306 11 295 210

Dhanwahi 298 260 38 270

Mangeli 419 354 65 1043

Marha Patha 308 212 96 383

Parasiya 350 311 39 271

Total 3553 2011 1542 3710

secondary -zone (3-5 Km) 7648 4803 2845 8605

outer- zone (5-10 Km) 25124 17032 8092 28757

Grand Total 36325 23846 12479 41072


Figure 30: Working Force in the Study Area

The above table shows that the percentage of total working population and non

working population is 46.93% and 53.07% respectively of whole population of

observed villages. As per the analysis all the villages have a big amount of non-

working population in outer - zone where non-working population in more than

working population.

0

10

20

30

40

50

60

70




48.92 47.06 46.6351.08 52.94 53.37

Wo

rkfo

rce

(%)

Study-AreaTotal Worker Non-Worker




3.12.2.9 Annual Income from Various Sources

The Income & Expenditures of an area is defined by the occupational pattern

and income level of the people in the area. Bidi making is the main source of

income and mostly rural population depends upon this as well as agriculture

activities also for their livelihood. But the majority of people are engaged in

small scale industries i.e. activities like Bidi making, basket making, private

services, government services, labor etc.

3.12.2.10 Agriculture and cropping pattern

Agriculture is the main occupation in the proposed area. Almost 73 % of the

families depend on agriculture practices for their livelihood. As per secondary

survey we find that the areas have mostly land is good fertile land. Balkund Nadi

(0.5 km in SE), Hiren River (1.0 km in SSE), Silpuri Nala (4.0 km in ENE), Hagni

Nala (7.0 km in South), Bhagela Nala (7.5 km in SSW) and Barne Nadi (9.0 km in

SW) are located surrounding from project site, which is used for irrigation

purpose. The district gets moderate rainfall of 889 mm during July-September

due to SW- Monsoon, it is very useful for agriculture. Apart from agricultural

activities they also involve in Bidi making, basket making etc, for income. In this

area cropping pattern are wheat, rice, pulses, oilseeds, and maize based on the

season crops. Mostly villagers (70%) start their agriculture activities in rainy

season due to availability of rain water. The villages where irrigation facilities are

available mainly wheat are cultivated. The inhabitants are financially well to do

and have to spend money to draw water by electronic motor from well, tube

well & canal which also passes through some of the villages. Sprinkling system

and manual method are also adopted for irrigation.

3.12.2.11 Basic Amenities

These are basic facilities which are available in proposed area. In all villages’

basic facilities as road, school, drinking water, electricity etc are available except

some villages. Like nearest Populated area is Sihora Tehsil about 8.0 km away

from the proposed project site in WSW direction. Depending upon population

there are schools, dispensaries, small hospitals, Drinking water, Market, Post

Office Petrol Pump, and Administrative Office, places of worship etc are

available in nearby area of the project site. Most of the villages are electrified.




Bank, Cooperative Society facility is also available, and Villagers are using this

facility.

3.12.2.12 Educational Facilities

Education plays a vital role in our life. We know that development in any area

mostly depends upon regional education system. Government has provided

educational facilities in each village. According to secondary surveyed of villages

Primary schools are available in every villages and Middle, Secondary and Senior

Secondary School (depend on population size) are available in some of the

villages children have access to Primary School and Middle school. As per census

data Female Literacy level is low in the proposed area which indicates that there

is need of good educational facilities.

After cross check of literacy rate from census data we found that some of the

village’s female literacy rate is not satisfactory like Parasiya, Manjauli, and Bar

etc. It has been found 49.63, 41.02 and 47.03 respectively in those villages.

3.12.2.13 Health Facilities

Good medical facilities are provided by Government such as Sub-Health center,

health center, aaganbari, etc but in the proposed area its provided services are

very poor. The people residing in the villages forced to depend on nearby larger

town like Jabalpur for better health care. Primary health care is poor in the

villages. People are not benefited by various government health schemes such

as Janani Surakhsa Yojana, Nationa Rural Health Mission.

3.12.2.14 Other Infrastructure Facilities

a) Transport Facilities

The proposed area is served by road transport. . The National Highways NH-7 is

at 5.2 km in NW and State Highway - 51 is 5.5 in NW direction from the project.

Most of the villages are well connected with major-district roads, village roads.

The nearest railway station is Central Railway Mainline at approximate distance

of 2.7 km in NW direction & Dundi Railway Station is 6.5 km in NNE direction

from the proposed site.

b) Post and Telegraphs




The proposed area has good service of post. The site is well connected with

communication facilities like telephone, fax, wireless and telex. There are few

Post Offices in the proposed area. The proposed area is served by adequate

telephone and mobile network.

c) Electrification in the area

Most of the villages have electricity. Electricity is available for domestic,

commercial, industrial, agricultural and public lighting purposes. It is provided by

state electric board.

3.12.2.15 Drinking Water Facility

Drinking water is being fulfilled by hand pumps, dug wells, ponds and other

small water bodies. Hand pump facility is provided by Government, it is available

in every village and some villages have Government Scheme, Janta Jal Yogan

and Nal Yojana. In some villages, villagers made small water harvesting tanks in

their houses for drinking purpose. The existing water supply condition in the

villages is average. The number of individuals connection in the villages is

minimum, majority of the people are dependent on the community taps, in

addition to the drinking water the people are dependent on hand pumps. In the

summer season villagers are face water crises. Villagers travel in nearby villages

for drinking water. Water for irrigation purpose is used from bore wells and dug

wells. Villagers use local water bodies for washing cloth, cattle, irrigation and

many other purposes.

3.12.3 Potential Impacts & Mitigation Measures

3.12.3.1 Changes in social environment

In this section, an attempt has been made to describe the social effects of Iron

ore Pelletization and Beneficiation plant.

Social effects are a hybrid form of environmental, social and economic factors.

However, it should be emphasized that quantifying the socio-economic effects is

a difficult task.

• The proposed Iron ore Pelletization and Beneficiation plant project activities

will provide employment to person of different skills and trades.




• The employment potential will ameliorate economic conditions of these

families directly and provide employment to many other families indirectly

who are involved in business.

• The employment of local people in primary and secondary sectors of project

shall upgrade the prosperity of the region. This in-turn will improve the

socio-economic conditions of the area.

• The trend of out migration for employment, if any, is likely to be reduced

due to better economic opportunities available in the area.

• Proposed plant will result in considerable growth of stimulating the

industrial and commercial activities in the state. Small and medium scale

industries may be further developed.

3.12.3.2 Socio-economics

The project activities shall have good as well as adverse impacts on any of the

common property resources of the village communities.

Movement of heavy vehicles sometimes cause problems to agricultural land,

human habitations, air, noise, water and movement of public and also cause

traffic hazards. Air pollution is likely to be caused at various stages such as

excavation, loading, transportation and screening of material. . Most of the dust

will be generated from loading, screening and transportation operations.

3.12.3.3 Proposed Mitigation Measures

Air Environment:

The major pollutants released from the proposed plant will be Gaseous & Dust

emission.

• Gaseous emission will be control by keeping appropriate height of the

Chimneys

• Fugitive dust emission will be due to raw materials handling, loading and

unloading of raw materials.

• Regular spraying of water by water sprinkling system over haulage

roads.

Noise Environment:

• By selecting low noise generating equipment.




• Proper maintenance, oiling and greasing of machines at regular intervals

will be done to reduce generation of noise.

• All moving parts of machine will be properly lubricated.

Water Environment:

• The total water requirement for the proposed project is 1500 KLD. The

proposed water requirement will be met from Hiren River & Ground

Water.

• No effluent will be generated. Zero discharge from the industry will be

proposed

Solid Waste Management:

• Solid waste produced by the plant will be Tailings, Dust, Tar & ash.

• Tailings so produced will be sold to cement plant, Brick Manufacturer,

Local filling & Abandoned Mines.

3.12.4 List of Industries (falling within 10 km radius area)

The project site falls near the Notified Industrial area (MP AKVN), which consists

most of the industries falling in the study area. Following are the list of

Industries (which falls within the 10 km radius area) along with distance &

direction from the proposed project site.

Table 45: List of Industries (falling within 10 km radius area)

S.No Name of the Industry Distance (in km) & direction

from the proposed project site

1. Euro bond Industries ~ 3.62 km in WSW direction

2. Euro Pratik Ispat Ltd. ~2.70 km in SW direction

3. Archana Hitac ~2.20 km in West direction

4. Silver paper mills ~2.93 km in West direction

5. Radhika Industries ~3.76 km in WSW direction)

6. Super Mineral Industries ~3.77 km in WSW direction

7. Eurasian mines & Minerals (P)

Ltd.

~2.57 km in SW direction

Source- Field Data Survey




3.12.5 Conclusion

Company has committed to implement all the pollution control measures to

protect the surrounding environment. The project can definitely improve the

regional, state & national economy. Industrial growth is an indication of socio

economic development. On the basis of secondary data the socio economic

study of the proposed area have been observed that villages gives clear picture

of its population, average household size, literacy rate, sex ratio etc, therefore

the literacy rate in the proposed area is (75.02%). It has schedule tribe and

schedule castes. A part of population is suffering from the lack of permanent job

to run their day to day life and get basic facility. The proposed project is

expected to bring significant socio-economic and environmental benefits both

at local and global level.

As per secondary data the facilities available in other parts of the districts is lacks

of higher level of amenities like higher education, health, drinking water and

communication network. The proposed area needs more medical facilities. The

area is well connected with road transport and communication facilities.

3.12.6 Recommendation and suggestion:

• Social awareness programmed will further improve by the local authority

such as sanitation and hygiene, HIV Prevention Program.

• Through this project, adult education and female education will be provided

to the illiterate adults and backward females of the villages in the project

surrounding area.

• The project will create opportunities for direct and indirect employment.

• Recruitment for the unskilled and semiskilled workers for the proposed

project will be from the nearby villages.

• The construction of new roads /strengthening of roads in the project area

will enhance the transportation facilities. With improved transportation

facilities there is always a scope for development.

• The implementation of this project will definite improve the physical and

social infrastructure of the surrounding area.





CHAPTER – IV: ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

4.0 IDENTIFICATION OF IMPACTS

The anticipated environmental impacts of the proposed Iron Ore Pelletization Plant &

Beneficiation Plant will be due to both constructional as well as operational activities.

These activities can disturb the environment in various ways, such as change in air,

water and soil quality of the area. While for the purpose of development and

economic upliftment of people, there is need for establishment of industries, but

these have to be environmental friendly. Therefore, it is essential to assess the

impacts of proposed industries on different environmental parameters, so that

abatement measures could be planned in advance for eco-friendly operation in the

area.

The increasing awareness among the people about ecological imbalance and

environmental degradation has raised many apprehensions. The major impacts on

different environmental parameters due to the proposed proposal are as given

below.

4.1 IMPACT DUE TO PROJECT ACTIVITIES

The main impact of the proposed project will be due to both constructional as well as

operational activities. During construction phase mainly involves site clearing,

excavation of soil, machinery installation, construction of internal road etc. Sources of

pollution for such activities will be temporary & doesn’t last for too long.

Activities involves during operation phase will mainly involve working of machineries,

combustion of fuel, transportation of man & material etc. Pollution phase shall be

continuous and will lead to varying impacts on the environment in terms of soil, air,

noise, water etc.

4.1.1 Impact on Soil and Land Use Pattern

4.1.1.1 Construction Phase

(A) Impact on Soil

The soil at the project site is silty clay (as per the sample analysis report from

laboratory) in nature which usually doesn’t support cultivation but is good for

plantation purpose. However the construction activities will lead to loss of plantation





within plant site due to pre-constructional clearing of site which will further lead to

removal of topsoil to some extent. Apart from such Temporary & localized

construction impacts, no adverse impacts on soil in the surrounding area are

anticipated.

(B) Impact on Topography & Land Use

Topography of the proposed site is generally flat. Some level of cutting and filling will

need to be done to maintain an even topography within the plant area. No major

change in topography of the site is envisaged due to proposed plant erection.

The results of present land use of the proposed project site indicates that Open scrub

Land dominates the Core Zone with 66.35% of the total land area. These will be

converted to industrial land use after the project execution. There are no major

human settlements in the project area.

Apart from the change in land use pattern and temporary change in soil profile within

the project site there will not be any adverse impact on the surrounding land use

during the construction period.

4.1.1.2 Operation Phase

(A) Impact on Soil

The soil of the area will get affected due to operational activities, if proper care will

not be taken.

i) Changes in soil texture due to settling of air borne dust or due to wash off of

solid particulates by surface water. This will lead to change in porosity,

permeability and other physical characteristics of soil of the area.

ii) Changes in soil chemistry due to addition of foreign material from polluted air

and water due to plant activities in the area.

But proper mitigative measures like use of efficient pollution control systems, proper

stack height, and use of top soil in plantation results in no significant impact on soil of

the core zone. There will be no impact on soil of the study area located beyond the

working area of the proposed project. Soil samples will be collected and tested at

regular intervals from the nearby areas. This will help in mitigation of any harmful

impact on soil due to the project activity, if any.





(B) Land Use Pattern and Cropping Pattern

Since the project is a Greenfield project the land use pattern of the area will

converted to Industrial Land.

The overall indirect impact on the cropping pattern is considered as positive due to

adoption of latest methods of sowing and irrigation as there is likelihood of increase

in purchasing power of local habitats, which could be attributed to the improvement

in income. There is likely to be no change in the cropping pattern in the close vicinity

of the plant, from the prevalent cropping pattern in the surrounding areas:

There will be no major impact on the cropping pattern of the area as:

� The Proposed Plant will be working on the principle of “Zero Effluent

Discharge” & no industrial waste water will be generated during the operation

phase.

� Solid waste so generated will be disposed off in designated mean.

� Adequate Green Belt will be developed all around the Plant boundary to

attenuate the pollutants emitted by the plant.

� Proper maintenance of vehicles will be done to reduce gaseous emissions &

only those vehicles will be used which are meeting PUC Std.

� ESP’s/ Bag filters will be installed in order to maintain the stack emission within

the limits prescribed by MoEF/ CPCB/SPCB.

Therefore, the impacts of Proposed Plant on the land use pattern will be insignificant.

4.1.2 Impact on Air Quality and Mitigation Measures

4.1.2.1 Impact during Construction Phase

The main sources of emission during the construction period will include site clearing,

the movement of construction equipment at site and dust emitted during the leveling

grading, earthwork and foundation works. Exhaust emissions from vehicles and

equipment to be deployed during the phase.

These activities will likely to result in marginal increase in the levels of Particulate

Matter, SO2, NO2 and CO. This will be mainly confined within the project boundary

due to the machinery use and to some extend outside the plant boundaries due to

transportation activities. The impact will, however, be marginal temporary and





manageable in nature. Proper maintenance of vehicles and construction equipment

will help in controlling the gaseous emissions. Vehicle meeting PUC norms will be

used to further control the gaseous emission. Water sprinkling on roads and

construction site will prevent fugitive dust.

4.1.2.2 Impact during Operation Phase

The operational phase of the project comprises of various activities each of which will

have an impact Air Quality. Both Dust & Gaseous emissions are likely to be emitted.

The key emissions from the proposed Project are emissions due to Particulate Matter,

Sulphur dioxide (SO2), Nitrogen dioxide (NO2) & CO.

Better maintenance and installation of proper pollution control equipment like

ESPs/Bag filters help in reducing such emissions.

Hence, the overall quality of the ambient air shall be within the limit prescribed by

CPCB/SPCB after the commencement of Proposed Project.

4.1.2.3 Impact Due to Transportation of Raw Material

There will be some impact on the ambient air quality of the area due to the raw

material transportation as the majority of raw material transportation will be done via

road but this impact can be minimised by keeping proper maintenance of the vehicles

to be used & also allowing only those vehicles which are meeting PUC norms. The

details of the raw material transportation and its source are given in the table 44:

Table 46: Transportation of Raw Materials

S.No. Proposed Facility

Raw

Material

Required

Quantity (Lac

Tonne/Annum) Source

Distance and

Mode of

Transportation

1. Beneficiation

Plant (3.0 MTPA)

Iron Ore

Fines 30

Nearby area /GIL’s Own

Mines* By Road

2. Pelletization

(1.20MTPA)

Iron Ore

Fines/

Concentrate

14.4 Captive By Conveyor

Coke Breeze 0.144 Jharkhand/Chhattisgarh By Road/Rail

Bentonite 0.144 Gujarat By Road/Rail





Limestone 0.144 Local Mines in Katni By Road

FO/LDO

in KLtr. 6000

Nearest depot of the

Petroleum companies By Road

3.

Producer Gas

Plant

(2 x 25000 m3/hr)

Coal 1.44 Imported Coal/ Indian

Coal By Road


*Note: The Company has applied for PL for the following areas with their respective ML areas

naming Ghughra (158.12 ha), Hriday nagar (10 ha), Hriday nagar (25.47 ha), Hriday nagar (18.17 ha),

Agaria (39.42 ha),Tala (13.26 ha).

4.1.3 Cumulative Impact through Mathematical Modelling for the Proposed Plant

4.1.3.1 Air Pollution Modelling

Prediction of impacts on air environment has been carried out employing

mathematical model based on a steady state Gaussian plume dispersion model

designed for multiple point sources for short term. In the present case, AERMOD

version 8.0.5 dispersion model based on steady state gaussian plume dispersion,

designed for multiple point sources and developed by United States Environmental

Protection Agency [USEPA] has been used for simulations from Industrial sources.

4.1.3.2 Pollutants/Model Options Considered For Computations

The model simulations deal with major pollutant Particulate Matter emitted from the

proposed enhancement.

4.1.3.3 Model Options Used For Computations

The options used for short-term computations are:

� The plume rise is estimated by Briggs formulae, but the final rise is always

limited to that of the mixing layer;

� Stack tip down-wash is not considered;

� Buoyancy Induced Dispersion is used to describe the increase in plume

dispersion during the ascension phase;

� Calms processing routine is used by default;





� Wind profile exponents is used by default, 'Irwin';

� Flat terrain is used for computations;

� It is assumed that the pollutants do not undergo any physico-chemical

transformation and that there is no pollutant removal by dry deposition;

� Washout by rain is not considered;

� Cartesian co-ordinate system has been used for computations; and

� The model computations have been done for 20 km with 500-m interval.

4.1.3.4 Modelling Procedure

Prediction of ground level concentrations (GLC’s) due to enhancement project has been

made by AERMOD version 8.0.5 as per CPCB guidelines. It is US-EPA approved model to

predict the air quality. The model uses rural dispersion and regulatory defaults options as

per guidelines on air quality models (PROBES/70/1997-1998). For this study uniform polar

receptors on flat terrain have been assumed.

Meteorological inputs required are hourly wind speed and direction, ambient

temperature, stability class, and mixing height. The model details are as follows.

4.1.3.5 Gaussian Plume Model

The AERMOD version 8.0.5 model is based on a numerical integration over the area in

the upwind and cross wind directions of Gaussian plume formula. This can be applied to

the Point, Area, Line, Volume sources (and other forms of area sources) simultaneously

and their resultant incremental concentration of the pollutant can be predicted.

4.1.3.6 Extrapolation of Wind Speed

Wind speed at stack level is calculated by power law as given below.

Ustack = U10 (Stack height/10)p

Where U10 is the wind speed at 10 meter level and p is the power law coefficient (0.07,

0.07, 0.10, 0.15, 0.35 and 0.55 for stability classes A,B,C,D,E and F respectively) as per

Irwin for rural areas (USEPA, 1987).

4.1.3.7 Stability Classification

Hourly stability is determined by wind direction fluctuation method as suggested by

Slade(1965)and recommended by CPCB (PROBES/70/1997-1998).

σa = Wdr/6





σa, is standard deviation of wind direction fluctuation, Wdr is the overall wind direction

fluctuation or width of the wind direction in degrees. The table for stability classes is

given as under.

Stability Class σa (degree)

A > 22.5

B 22.4 – 17.5

C 17.4 – 12.5

D 12.4 – 7.5

E 7.4 – 3.5

F < 3.5

4.1.3.8 Dispersion Parameters

Dispersion parameters σy and σz for open country conditions (Briggs, 1974) are used as

the project is almost flat/ slightly undulating land Atmospheric dispersion coefficients

vary with downwind distance (x) from emission sources for different atmospheric

stability conditions. (CPCB – PROBES/70/1997-98)

Rural Conditions

Stability Class σy σaz

A 0.22x(1+0.0001x)-.5 0.20x

B 0.16x(1+0.0001x)-.5 0.12x

C 0.11x(1+0.0001x)-.5 0.08x(1+0.0002x).5

D 0.08x(1+0.0001x)-.5 0.06(1+0.0015x).5

E 0.06x(1+0.0001x)-.5 0.03x(1+0.0003x)-1

F 0.04x(1+0.0001x)-.5 0.16x(1+0.0003x)-1

4.1.3.9 Mixing Height

Mixing height in Winter Season, 2013-2014 of the study area has been provided in

Chapter III, Section 3.6.5, and Table no. 15.

4.1.3.10 Presentation of Results

The peak incremental concentrations have been predicted in South direction about

600 m from plant site for all the parameters. Dominant wind direction for the study

period is from North and higher concentrations are observed in South (downwind





direction).

Table 47: Peak Incremental Concentration

Stack Attached

to

Incremental Concentration of Pollutants in ug/m3

PM10 SO2 NO2

Pellet Plant 0.277 0.833 0.55

Peak GLC for NO2 with is found to be 0.55 ug/m3. The maximum impact shall be

limited to distance of 600 m in South direction of project site. Peak GLC for SO2 with

is found to be 0.833 ug/m3. The impact shall be limited to distance of 1 km in South

direction of project site which itself is not significant enough to have any negative

impact.

Peak GLC for PM10 with is found to be less than o.50 ug/m3 (0.277 ug/m3). This

insignificant impact is seen upto to distance of 600 m in S direction of project site.

The significant incremental concentration of pollutants is limited to 600 m in S. Contours

of less than o.50 ug/m3 concentrations have not been shown in the Isopleths. The

maximum incremental GLCs of PM10, SO2 & NO2 due to the proposed project are

superimposed on the maximum baseline concentrations recorded at the monitoring

locations during the study period. The resultant cumulative concentrations after

implementation of the proposed project are within the prescribed NAAQ standards. The

impact on the ambient air quality on these villages shall be very insignificant (<0.50

ug/m3). Maximum Impact due to the project activity shall be limited to 600 m in South

from plant boundary.





Table 48: Cumulative Concentration (Baseline + Incremental*)

Station Sampling

Location

Direction from

Plant Site

Aerial distance

from Plant site

Monitored Maximum

concentrations in ug/m3

Predicted incremental

Maximum


Resultant Maximum


PM10 SO2 NO2 PM10 SO2 NO2 PM10 SO2 NO2

SS1 Project site - - 52.23 8.06 15.23 <0.50 0.83 0.55

52.23 8.89 15.78

SS2 Dhanwahi Village ENE ~ 1.0 km 53.75 7.58 15.19 <0.50 <0.50 <0.50 53.75 7.58 15.19

SS3 Keolari Village South ~ 1.8 km 51.35 8.27 14.17 <0.50 <0.50 <0.50

51.35 8.27 14.17

SS4 Hargarh Village SW ~ 3.9 km 56.59 8.31 16.78 <0.50 <0.50 <0.50

56.59 8.31 16.78

SS5 Dhakarwah

Village

South ~ 4.9 km 56.29 8.86 15.10

<0.50 <0.50 <0.50 56.29 8.86 15.10

SS6 Sihora WSW ~ 8.0 km 80.41 9.18 19.79 <0.50 <0.50 <0.50

80.41 9.18 19.79

SS7 Dhangawan

Village

North ~ 7.5 km 69.38 8.69 16.67

<0.50 <0.50 <0.50 69.38 8.69 16.67

SS8 Mihaganwan village

NNE ~ 8.0 km 68.12 9.04 17.58 <0.50

<0.50 <0.50 68.12 9.04 17.58

*Incremental – Maximum concentration for the pollutant for any of the two scenarios has been considered.





Figure 31: Isopleths showing max. PM10 GLC





Figure 32 :Isopleths showing max. SO2 GLC





Figure 33: Isopleths showing max. NO2 GLC





Apart from the monitoring locations, sensitive receptors in the study area include

Reserve Forests in falling in the study area. Incremental concentration of PM10, SO2 & NO2

is mentioned in the table below. It can be observed that there shall be no significant

incremental concentration for PM10, SO2 and NO2 pollutants.

Table 49: Impact on Ecological Sensitive Areas- Incremental Concentration of

Pollutants

S. No. Name of

Forests

Distance Direction Incremental Concentration of

Pollutants (ug/m3)

PM10 SO2 NO2

1. Dhamwahd RF 1.0 km NNE <0.50 <0.50 <0.50

2. Hargarh RF 1.8 km W <0.50 <0.50 <0.50

3. Amoch RF 9.0 km NNW <0.50 <0.50 <0.50

4.1.3.11 Impact of air pollutants on soil, vegetation and inhabitation

From the emissions that are likely to be emitted are Particulate Matter, NO2, So2 &

CO. Better maintenance and installation of proper pollution control equipments like

ESP’s/ Bag Filters help in reducing such emissions.

Periodic monitoring of Ambient Air Quality will be done and the overall quality of the

ambient air quality will be maintained within the limits prescribed by CPCB/SPCB.

Therefore, impact of the proposed plant will be anticipated to be insignificant on soil,

vegetation and inhabitation within the study area. Out of the total plant area i.e.

32.696 ha, 10.899 ha (~ 33%) will be developed under Green belt/Plantation

development.

4.1.3.12 Mitigation Measures

The Pollutants releases from the proposed plant will be Gaseous as well as Dust

emission and to control the level of emission following measures will be adopted:

� Pollution control equipments (ESP / Bag filter) will be installed wherever required

& maintained properly.





� Stack with adequate height will be provided & its emissions will be regularly

monitored. Sampling ports, opacity monitor and analyzers shall be provided in the

stacks as per the CPCB guidelines.

� Some of the gases can be recovered & can be used further for energy generation.

� Covered conveyor belt will be used for transportation of raw material & fuel.

� Maintenance of vehicles will be done on regular basis.

� Water spraying will be provided around raw material handling area, at the

stockyard and on the haul roads for dust suppression.

� All the roads within the plant premises will be concreted and regular sweeping

will be done.


� Only those vehicles will be allowed which will be following PUC norms.

� Personal protective equipments like dust mask, ear plugs, helmets etc, will be

provided to the employees/workers.

� Adequate Green belt/plantation will be developed all around the boundary &

within the plant premises so as to attenuate the gaseous emission impact.

� Regular ambient air monitoring around the plant & nearby villages will be done.

� CPCB Guidelines will be followed.

4.1.4 Impact on Noise Level and Mitigation Measures

4.1.4.1 Impact due to Construction Phase

During construction phase noise will mainly be due to civil work activities, construction

of internal road, installation of machineries etc. Other activities which will contribute

to ambient noise level will be movement of vehicles for transportation of

construction material, equipment & also for to & fro of manpower. But this will be

temporary in nature & will not last for too long.

4.1.4.2 Impact due to Operation Phase

During Operation Phase the sources of noise are running equipments viz. exhaust

fans, crushers, compressors etc. It may be due to poor lubrication, worn out parts,





loosened nuts/ bolts, improper foundation and its mountings, flattened springs

support etc. The noise can also be generated due to other ancillary activities and

movements of vehicles on roads, highways etc.

The Noise Level near the machinery will be maintained below 85 dB (A) and the

expected noise levels at the project boundary will be maintained below 75 dB (A)

during day time & 70 dB (A) during night time.

Proper noise abatement measures will be taken and persons working just close to

machine and machine operators will be provided with personal protective equipment

viz. Ear plugs / Ear muffs etc. for further protection.

Apart from the above following actions will be taken:

� Various measures proposed to reduce noise pollution include reduction of noise

at source, provision of acoustic lagging for the equipment & suction side

silencers, selection of low noise equipments.

� Proper maintenance, oiling and greasing of machines at regular intervals will be

done to reduce generation of noise.

� Walls and ceilings of the concerned buildings will be lined with sound absorbing

materials.

� Improved silencers will be provided in the machineries generating high noise.

� Green belt/plantation will be developed all along the project boundary.

� Regular monitoring of noise level is carried out and corrective measures in

concerned machinery will be adopted accordingly.

4.1.5 Impact on Water Quality and Mitigation Measures

4.1.5.1 Impact due to Construction Phase

No waste water will be generated during construction phase; hence no negative

impact has been envisaged on water quality due to the proposed project.

Surface water runoff problem will be the sole impact which can affect the water

quality through washing off excavated soil or soil erosion. Adequate drainage system

for runoff water will be provided to overcome such problem.





4.1.5.2 Impact due to Operation Phase

The total water requirement for the proposed project is 1500 KLD which will be

sourced from Hiren River & ground water.

There will not be any effluent generation outside the plant as the plant will work on

Zero discharge principle & hence there will not be any adverse impact on the water

quality.

Following mitigation measures will be followed:

� Domestic waste water generated from office area & canteen will be treated in

STP.

� Treated water will be reused for Green Belt Development.

� All the water collected from process of filter press will be recycled in the

process.

� Rain Water Harvesting system will be provided for storm water drains &

rooftops.

4.1.6 Impact Due To Solid Waste Generation And Its Proper Management

� Main waste from the Proposed plant will be as follows:

Beneficiation Plant

Solid Waste Lac Tonne/Annum Disposal

Tailing 15.0 Supply to Cement plant, Brick Manufacturer

and balance of tailings if any will be filled in

abandoned mines (certified) with permission of competent authority.

� Also the sludge from the proposed STP will be reused in Green Belt

Pelletization Plant


Fines collected from

ESP/Bag Filters

0.03 Will be used in pellet Plant along with concentrate

Ash from Coal Gas Producer

0.03 Will be used in brick and road

making





development & for the plantation purpose.

� No other solid waste will be generated from the Proposed Plant.

4.1.7 Hazardous Waste Generation

Used oil will be generated as and when lubricating oil will be changed from the

various gearboxes. It will be mainly disposed off as per the following:

� Reuse in lubrication of other equipment exposed to dust/raw material where

the used oil gets consumed.

� Transaction with those waste oil reprocessing units which are registered with

the Ministry of Environment and Forests and have further authorization from

the State Pollution Control Board under Hazardous Waste (Management and

Handling) Rules for using waste oil for manufacturing lubrication oil.

4.1.8 Impact on Occupational Health and Mitigation Measures

This industry is labour intensive and uses large scale and potentially hazardous

manufacturing processes. The industry experiences accident rates that are high

compared with some other manufacturing industries. The industries experience risk

of a number of hazards inherent to its production process. Some examples of such

hazards are:

� Exposure to dust

� Exposure to High temperatures;

� Noise exposure.

� Physical Hazards

� Chemical hazards and other industrial hygiene issues

� Others

These mainly impact on those working within the plant, although health hazards can

also impact on local communities.

Exposure to Dust

Exposure to fine particulates is associated with work in most of the dust-generating

stages of the Unit, but most notably from, raw material handling, and Beneficiation





Plant. Workers with long term exposure to fine particulate dust are at risk of

pneumoconiosis, emphysema, bronchitis, and fibrosis.

Methods to prevent and control exposure to dust include the following:

� Control of dust through implementation of good housekeeping and

maintenance;

� Use of air–conditioned, closed cabins;

� Use of dust extraction and recycling systems to remove dust from work areas,

especially in Beneficiation Unit;

� Use of air pollution control equipments like Bag filters/ESP’s

� Use of PPEs , as appropriate (e.g. masks and respirators) to address residual

exposures following adoption of the above-referenced process and engineering

controls;

Exposure to High temperatures

The principal exposures to heat in this sector occur during Handling of hot material

and operation and maintenance of hot equipment. Recommended prevention and

control techniques include the following:

� Shielding surfaces where workers proximity and close contact with hot

equipment is expected, using Personal Protective Equipments (PPEs), as

needed (e.g. insulated gloves and shoes);

� Minimizing the work time required in high temperature environments by

implementing shorter shifts at these locations;

Noise and Vibration Exposure

Exhaust fans and crushers, compressors motors are the main sources of noise and

vibrations from the working of equipments. Control of noise emissions will include

the use of silencers for ID fans, room enclosures for unit operators, noise barriers,

and, if noise cannot be reduced to acceptable levels, personal hearing protection (ear

plugs/muffs).

Physical hazards

Injuries during Project operation are typically related to slips, trips, and falls; contact

with falling / moving objects; and lifting / over-exertion. Other injuries may occur due





to contact with, or capture in, moving machinery. Activities related to maintenance of

equipment, including belt conveyors, represent a significant source of exposure to

physical hazards. Such hazards may include the following:

� Falling / impact with objects;

� Hot surface burns; and

� Transportation.

� Contact with allergic substances; and

Following management measures are being/will be implemented to prevent the

physical hazards in the proposed plant:

� Any person working on equipment with moving parts personally ensures the

equipment is de-energized, isolated and locked/tagged out.

� Any person working from a position with the potential risk for a fall from height

use fall protection.

� Prescribed PPEs will be provided to all workers exposed to open processes or

systems.

� In case of any accident, immediate and proper medical care will be provided at

the site.

High Risk Categories: Prevention:

Contractors Contractor Safety Management

Young/Temporary Employees Special Safety Induction

Direct Causes

Traffic and Mobile Plant Driver Training

Falls from Heights, Objects falling from

Heights

Safety Procedures for Work at Heights,

Overhead Protection

Caught in Starting/Moving Equipment Plant Isolation Procedures

4.1.9 Socio-Economic Environment

The project activity and the management will support the local administration and

also provides other form of assistance for the development of public amenities in this

region.





The management support for basic amenities to nearby villagers for maintenance of

schools, hospitals, etc. and programmes for up-gradation of literacy level. Plantation

will be developed at plant site. So the project helps in improving the overall status of

the area.

Management will provide employment to the local people as per their eligibility and

requirement. The local economy will receive a boost due to employee spending and

services generated. The overall effect will be improved buying power of employees

and thus a higher standard of living viz. better education, improved health and

sanitation facilities housing and acquisition of consumer durable.

4.1.10 Terrestrial Ecology

During the operation phase terrestrial ecology of the area will not be affected in any

way. However, the overall impact on the terrestrial ecology will be considered

positive as green belt of appropriate width will be developed and maintained.

4.2 SUMMARY OF ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION

The environmental impact evaluation of possible effects as a result of proposed

project activities and its operation on various environmental parameters is primarily

based on careful study of Unit operations, surrounding environment etc. For the

proposed activities effective ‘Control Technology’ will be suggested with a view to

mitigate the adverse impact of Unit operation on environmental parameters. The

summary of anticipated adverse environmental impacts and its mitigation measures

are given in table below.





Table 50: Anticipated Adverse Environmental Impacts and Mitigation

Discipline Probable

Source

Impacts Mitigation

Measures

Remarks

Construction Phase

Soil Quality Clearing of vegetation,

Excavation of Soil.

Removal of Top fertile soil,

Change in Soil texture & soil

chemistry of the area.

Sprinkling of water in the

construction area and on unpaved

roads.

The impact will be temporary

& localized.

Air Quality

Leveling activity and

Heavy vehicular

movement

Increase in PM, NO2, So2 & CO

concentration.

Sprinkling of water in the

construction area and on unpaved

roads.

Proper maintenance of vehicles will

be done. Use of vehicles meeting

PUC norms.

-

Noise Movement of

Construction Equipments

& vehicles, Installation of

machineries etc.

Increase in ambient noise level Equipment will be kept in good

condition to keep the noise level

within the norms.

Workers will be provided

with necessary protective

equipments e.g. ear plug,

earmuffs.

Water Quality Loose soil at construction

site

Increase in suspended solids due

to soil run-off during heavy

precipitation.

Adequate drainage system for runoff

water during construction phase.

-

Land Use Site Clearing, installation

of machineries

Current Land Use pattern of the

area( core zone) will change to

industrial land.

- The effect will be localized

Operational Phase





Soil Quality Settling of air borne dust

or wash off of solid

particulates.

Addition of foreign

material from polluted air

& water due to various

Plant activities.

Change in Soil texture & soil

chemistry of the area.

Use of efficient pollution control

system & proper stack height.

Soil testing of samples from

nearby area will be on regular

interval to keep a check on

soil quality.

Land Use &

Cropping

Pattern

Set up of plant &

emissions from the

working of various units.

Current Land use of the core

zone will change from agriculture

land to industrial land.

No major impact on cropping

pattern has been envisaged as

adequate measures will be taken.

Following major will be followed:

The plant will work on Zero Effluent

Discharge.

Solid waste so generated will be

disposed off by adequate mean.

Adequate Green Belt will be

developed all around the Plant

boundary.

Proper maintenance of vehicles will

be done.

ESP’s/Bag Filters will be installed in

order to maintain the stack emission

within limits.

-

Air Quality

Stack emissions &

vehicular movements

inside the plant premises

Increase in PM concentration and

gaseous emission.

Adequate pollution Control

equipment such as ESPs/Bag filters

will be installed to control the

emission from the Proposed project.

The resultant air quality will

conform to the stipulated.

Standards. Particulate

emission from stack will be

kept below 50 mg/Nm3.





Noise Equipments in the plant

and auxiliaries

Increase in noise levels in the

plant area

Equipments will be designed to

conform to occupational noise levels

prescribed by regulatory agencies.

Proper maintenance, oiling &

greasing of machines at regular

intervals will be done to reduce

generation of noise.

Acoustic Enclosures will be provided

to required machineries.

Provision of green belt and

plantation would further help in

attenuating noise.

Employees working in high

noise areas would be

provided with earplugs/

earmuffs as protective

device.

Water Quality From different

processing units , filter

press, domestic waste

etc.

There will not be any industrial

effluent generation from the

plant as the plant will work on

Zero discharge principle & hence

there will not be any adverse

impact on the water quality.

The domestic waste water generated

from office area & canteen will be

treated in STP.

All the water collected from process

of filter press will be recycled in the

process.

Treated water will be reused for

Green Belt Development.

Rain water harvesting system will be

provided for storm water drains &

roof tops.

-

Solid waste Fines collected from

ESP/Bag Filters.

Tailing from Beneficiation

Solid waste so produce will be

disposed off by proper mean &

its impact to the environment

Fines so produced will be used in

Pellet Plant.

-





Plant.

Ash & Tar from Coal Gas

Producer.

Sludge from the

proposed STP.

will be negligible. Ash from Coal Gas producer will be

used in brick & road making.

Tailing so generated will be supply to

cement plant, brick manufacturer &

balance of tailing (if any) will be filled

in abandoned mines (certified) with

permission of competent authority.

Sludge from the proposed STP will be

reused in Green Belt development &

for the plantation purpose.

Hazardous

waste

Used oil generated while

lubricating various

machineries.

Used oil so generated will be

properly disposed off &

therefore no impact on the

environment.

Reuse in lubrication of other

equipment.

Transaction with those waste oil

reprocessing units which are

registered with MoEF.

-

Terrestrial

Ecology

- - - The overall impact will be

positive as > 33% (i.e. 10.899

ha) of the total project

i.e.32.696 ha will be

developed under Green belt

& appropriate width will be

developed & maintained.

Aquatic - - - Aquatic Ecology will not be





Ecology affected as the Proposed

plant will work on the zero

effluent discharge outside

the premises.

Demography

and Socio-

economics

Corporate social

responsibility

Development of the area in

respect of the infrastructure

development, educational

growth, health facilities etc.

- Overall socio-economic

status of the area is expected

to improve due to the

proposed project.

Considering all above, it can be said that the proposed project will cause no harm to the environment & will bring about

economical as well as social help to the environment.





CHAPTER–V: ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE)

5.0 ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE)

As per the New EIA Notification 14th September 2006 and its subsequent

amendments, this Chapter on the ‘Analysis of Alternatives (Technology and Site)’ is

applicable only in case the scoping exercise results in need for the alternatives.

However, as per the ToR points issued by MoEF, Delhi vide letter no. J-11011/256/2013-

IA-II (I) dated 13th January, 2014 analysis of alternatives is not desired for the proposed

project and hence has not been analyzed.





CHAPTER–VI: ENVIRONMENTAL MONITORING PROGRAMME

6.0 INTRODUCTION

Post Project Monitoring is an essential part to check the impact of any project

activities once the project got commissioned. Hence monitoring of various

environmental parameters will be carried out on a regular basis to ascertain the

following:

� Status of Pollution within the project site and in its vicinity.

� Generate data for predictive or corrective purpose in respect of pollution.

� Examine the efficiency of pollution control systems adopted at the site.

� To assess environmental impacts.

Monitoring will be carried out at the site as per the norms of CPCB/SPCB.

The various environmental components and pollution sources, which would be

monitored under environmental monitoring programme are stack emissions, ambient

air & Noise quality, water & soil quality. Details of the Environmental Monitoring

programme, which would be undertaken for various environmental components, are

furnished below.

6.1 FORMATION OF EMC (ENVIRONMENTAL MANAGEMENT CELL)

In order to maintain the environmental quality within the standards, regular

monitoring of various environmental components is necessary. GIL will establish a

full-fledged Environmental Management Cell (EMC) reporting directly to Unit

Manager for environmental monitoring and control. The EMC team takes care of

pollution monitoring aspects and implementation of control measures.

A group of efficient engineers and technicians will be deputed for maintenance, up

keeping and monitoring the pollution control equipments, to keep them in working at

the best of their efficiencies.

6.1.1 Responsibilities of EMC

EMC will be having following responsibilities:

i . Environmental monitoring of the surrounding area.

ii. Commissioning of pollution control equipments.





iii. Specification and regulation of maintenance schedules for pollution control

equipments.

iv. Ensuring that standards of housekeeping in the Plant are maintained.

v. Developing the green belt.

vi. Ensuring water use is minimized.

vii. Implementing Environmental Management Plan.

viii. Organizing meetings of the Environmental Management Committee

ix. System and statutory compliance.

6.2 MEASUREMENT METHODOLOGIES

6.2.1 Instruments to be used

THE FOLLOWING INSTRUMENTS WILL BE USED FOR DATA COLLECTION:

9. Respirable Dust Collector with attachment for gaseous Pollutants

10. Fine Particulate Sampler (FPS)

11. Sound Level Meter

12. Water Level Indicator

13. Micro Meteorological Station

14. GPS

6.2.2 Monitoring Programme

The Post Project Monitoring includes details of any major/ minor impact in the core

zone and area within buffer zone for the following parameters: -

� Micro-Meteorology

� Ambient Air Quality

� Ambient Noise Level

� Land Use Pattern Within Core Zone And Buffer Zone Including The Cropping

Pattern

� Monitoring Of Agricultural Crops Of The Area (On Yearly Basis)

� Demography And Socio-Economic Analysis Based On Last Available Census Data

For Entire Study Area





� Medical Check-Up

6.2.2.1 Monitoring Schedule

Details of the Environmental Monitoring that will be undertaken for various

environmental components are detailed below:

Table 51: Post Project Monitoring Schedule

S. No. DESCRIPTION FREQUENCY OF MONITORING

1. Meteorological Data Daily

2. Ambient Air Quality Quarterly/ Half Yearly

3. Stack Monitoring Quarterly/ Half Yearly

4. Noise Level Monitoring Quarterly/ Half Yearly

5. Water Quality Quarterly/ Half Yearly

6. Soil Quality Half Yearly/yearly

7. Monitoring of Agricultural Crops Yearly

8. Socio – Economic Status of Nearby Area Yearly

6.2.3 Methodology Adopted

On the basis of the environmental conditions at the proposed site & the nature of

adjoining area, the project site is considered as core zone and the area lying within 10

km radius from the proposed project site is considered to be the buffer zone. In the

buffer zone slight impact may be observed and that too is occasional.

The following table is showing details of Post Project Monitoring programme:

Table 52: Post Project Monitoring Programme

Attributes Sampling Measurement

Method

Test Procedure

A. Air

Environment

Network Frequency

Meteorological

• Wind speed

• Wind

direction

Minimum One site

in the project

impact area

Regularly in

one season

by Weather

Mechanical/automatic

weather station

-





• Dry bulb

temperature

• Wet bulb

temperature

• Relative

humidity

• Rainfall

Monitoring

Station

Pollutants

• PM10

4 to 6 locations in

the project impact

area

(2 locations in

downwind

direction of the

predominant wind

direction)

Revised

National

Ambient

Air Quality

Standards

(NAAQS)

vide MoEF

circular,

dated

16.11.2009

Gravimetric method

-

• PM2.5 Gravimetric method -

• SO2 EPA Modified West

and Geake method

Absorption in

Potassium Tetra

Chloromercurate

followed by

Colorimetric

estimation using

P-Rosaniline

hydrochloride

and

Formaldehyde

(IS: 5182 Part -

II).

• NO2 Arsenite modified

Jacob and Hochheiser

Absorption in dill

NaOH and then

estimated

colorimetrically

with





sulphanilamide

and N (I-

Nepthyle)

Ethylene

diamine

Dihydrochloride

and Hydrogen

Peroxide (CPCB

Method).

• CO Non Dispersive Infra

Red (NDIR)

Spectroscopy

-

B. Water Environment

pH, Turbidity,

Colour, Odour,

Taste,

TDS, Total

Hardness, Calcium

hardness,

Magnesium

hardness,

Chloride, Fluoride,

Sulphate, Nitrates,

Alkalinity,

Iron, Copper,

Manganese,

Mercury,

Cadmium,

Selenium, Arsenic,

Cyanide, Lead,

Zinc, Chromium,

Set of grab

samples

during pre

and post-

monsoon

for ground

and surface

water for 10

km distance

Diurnal and

Season

wise

As per IS 10500-2012 Samples for water

quality should be

collected and

analyzed as per :

IS : 2488 (Part 1-5)

methods for

sampling and

testing of

Industrial

effluents

Standard

methods for

examination of

water and

wastewater

analysis published

by American

Public Health





Aluminum, Boron,

Phenolic

compounds

Association.

C. Noise

Noise levels at

Day and night

time -Leq dB (A)

Project

Boundary,

High noise

generating

areas within

the core zone

Quarterly /

Half yearly

As per CPCB norms

As per CPCB

norms

D. Soil

pH, Bulk Density,

Soil texture,

Nitrogen,

Available

Phosphorus,

Potassium,

Calcium,

Magnesium,

Sodium, Electrical

Conductivity,

Organic Matter,

Chloride

4 to 6

locations in

the project

impact area

Yearly/half

yearly

As per USDA Method As per USDA

Method

E. Socioeconomic

Status

Network Frequency Measurement Method Test Procedure

• Demographic

structure

• Infrastructure

resource base

Socio-

economic

survey is

based on

proportionate,

Minimum

for two

phases of

the

project

Primary data collection

through questionnaire

Secondary data

from census

records, statistical

hard books, topo

sheets, health





• Economic

resource base

• Health status:

Morbidity

pattern

• Cultural and

aesthetic

attributes

• Education

stratified and

random

sampling

method

records and

relevant official

records available

with Govt.

agencies

6.3 LOCATIONS OF MONITORING STATIONS

The location of the monitoring stations will be selected on the basis of prevailing

micro – meteorological conditions of the area like Wind direction and wind speed,

Relative Humidity, Temperature, 4 to 6 AAQM stations will be selected (more sites in

downwind side / impact zone) to assess ambient air quality of the area. Noise level

monitoring will be carried out on boundary of the project site and in high noise

generating area within the Plant. Water and soil monitoring locations will be decided

on the basis of general slope of the area and drainage pattern. Locations for the Post

Project Monitoring shall be as under:

Table 53: Location of Post Project Monitoring Stations

S. No. Description Location

1. Ambient Air Quality Plant Site, Villages in downwind direction from

the plant site

2. Stack emissions Plant Site

3. Meteorological data Plant Site

4. Noise Level Monitoring Plant Boundary, High noise generating areas

within the Plant boundary

5. Water Level and Quality Nearby Surface and Ground water sources

6. Health Check-up Health Centre

7. Monitoring of

Agricultural crops

In the nearby area (on yearly basis)

8. Socio – economic status In the nearby area (on yearly basis)





6.4 DATA ANALYSIS

Monitoring data analysis will be done as per the CPCB guidelines by EPA approved

laboratory. The company will have to regularly submit the report to the concern

authority.

6.5 DETAILED BUDGET

Gulf Ispat Ltd. has proposed for an Iron Ore Pelletization Plant (1.2 MTPA), Iron

Beneficiation Plant (3.0 MTPA) & Producer Gas Plant at village- Ghughra, Tehsil-

Sihora, District – Jabalpur (Madhya Pradesh).

The budget Details are as follows:

� Capital Cost of the project: Rs. 650 Crores

� Environmental Protection Cost:

� Capital Cost : Rs. 20 Crores

� Recurring Cost: Rs. 200 Lacs/annum





CHAPTER–VII: ADDITIONAL STUDIES

7.0 ADDITINAL STUDIES

As per the EIA Notification, 14th September, 2006 and its subsequent amendments, the

First Technical Presentation (for ToR approval) for the proposed project was held on

18th November, 2013. The Expert Appraisal Committee (EAC) has suggested various

additional Terms of References (ToR) for the preparation of Environmental Impact

Assessment (EIA) Report and Environmental Management Plan (EMP) vide letter no.

J-11011/256/2013- IA II (I) dated 13th January, 2014. The following Additional Studies are

prescribed in reference to the Terms of References:

1. Public Hearing

2. Hydro-geological Study & Rainwater Harvesting Plan

3. Biological Study

4. Risk Assessment & Disaster Management Plan

7.1 PUBLIC HEARING

The Public Hearing for the proposed project of Iron Ore Beneficiation Plant (3.0

MTPA) And Producer Gas Plant (2 X 2500 Nm3/Hr),Village Ghugra, Tehsil –Sihora

,District –Jabalpur, Madhya Pradesh by M/s. Gulf Ispat Ltd. was conducted on

07.07.2014 at 11.00 AM at Project site (M/s. Gulf Ispat Ltd.)

Details of the Public Hearing Proceedings are appended herewith the Final EIA/EMP

Report.

Proposed Iron Ore Pelletization Plant (1.2 MTPA), Iron Ore Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x25000 Nm3/hr) at Village : Ghughra, Tehsil :

Sihora, District : Jabalpur, Madhya Pradesh



7.1.1 Public Hearing Notice Published in the Newspaper “Swatantramat, Dainik Bhaskar, Hindustan Times” dated 06.06.2014





Public hearing notice published in Hindustan Times Newspaper





7.1.2 Photographs of the public Hearing





7.1.3 Public Hearing Proceedings





7.1.4 English Translation of Public Hearing Proceedings

PROCEEDING DETAILS

PUBLIC HEARING IN ACCORDANCE WITH ENVIRONMENT CLEARANCE OF

Proposed Iron Ore Pelletization Plant(1.2 MTPA),IRON Ore Beneficiation Plant (3.0

MTPA) And Producer Gas Plant (2x2500 Nm3/Hr) At Village –Ghughra, Tehsil –Sihora,

District-Jabalpur, Madhya Pradesh

VENUE: At Project Site, M/s Gulf Ispat

Ltd.

DATE : 07.07.2014

As per the Environmental Impact Assessment Notification no. S.O 1533, dated

14.09.2006, Government of India, Ministry Of Environment And Forests, New Delhi

and its subsequent amendments the proposed project of Gulf Ispat Limited, Iron Ore

Beneficiation Plant (3.0 MTPA) And Producer Gas Plant (2 X 2500 Nm3/Hr),Village

Ghugra, Tehsil –Sihora ,District –Jabalpur, Madhya Pradesh has been presented

before the Ministry Of Environment And Forests for obtaining the environment

Clearance.

As per the ToR Letter no. 256 dated 13.01.2014 issued for the proposed project by the

Ministry of Environment and Forests, New Delhi, the Public hearing has to be

conducted as mentioned in the ToR Letter. In context to the conduction of Public

hearing, the proposed proposal was submitted in Madhya Pradesh Pollution control

Board. To finalize the date of public hearing a letter from MPPCB no. 659 dated

02.06.2014 was issued to the Collector of Jabalpur. The date of the public hearing was

finalized as 07.07.2014 by the collector of Jabalpur vide letter no. 659 dated

04.06.2014.

As per the provisions of the Environment Impact Assessment Notification the

publication of the notice was done 30 days prior to public hearing in general

newspapers: Swatantramat, Dainik Bhaskar, Hindustan Times on 06.06.2014.





The cutting of the newspaper advertisements and the EIA report of the project and

the executive summary in both Hindi and English was submitted to the following

authorities:

1. Member Secretary, MPPCB, E-5, Arera Colony, Bhopal.

2. Additional Principal Chief conservator, Ministry of Environment and Forests,

Central Pollution Control Board ,Link road no. 3, Near Rajyog Bhawan, E-5 , Arera

colony, Bhopal

3. Collector Office, Jabalpur

4. General Manager , Zila business and Industry Centre, Jabalpur

5. Chief Compliance Officer, Zila panchayat, Jabalpur

6. Secretary , Gram Panchayat ,Village-kiwlari, Tehsil-Siroha, District –Jabalpur ,

Madhya Pradesh

7. Regional office, MPPCB, Jabalpur

In addition to the above the information regarding public hearing has also been made

available on the website www.mppcb.nic.in.

For the maximum participation of the people in the public hearing the banners were

put up in the nearby villages on 05.07.2014 and also the announcement was made

with the help of loudspeakers.

The public hearing was held on 07.07.2014 under the chairmanship of Chote singh,

A.D.M, Jabalpur in the presence of Shri M.L Patel, Regional Officer, MP Pollution

Control Board, Jabalpur and other members of the board. The project Proponent,

Shri Ayush Goyal, Director (M/s. Gulf Ispat Ltd.) and other project concerned persons,

their Environmental Consultant and villagers from the nearby villages were also

present in the public hearing whose attendance has been marked in the attendance

sheet.

DETAILS OF PUBLIC HEARING PROCEEDINGS

First of all, the people present in the Public Hearing were welcomed by Dr. S.K Khare,

Scientist, Madhya Pradesh Pollution Control Board, Jabalpur.





Shri M. L. Patel, Regional officer, MPPCB, Jabalpur gave brief information to the

people present in the public hearing about the process of Public Hearing conduction

under the provision of EIA Notifications and about the EIA Notification 14th

September, 2006 and its subsequent amendment.

Thereafter, the following information about the proposed project and the

Environmental Impact Assessment Report was given to the people present in the

Public Hearing in the regional language (Hindi) by the representative of their

Environmental Consultant:-

• M/s. Gulf Ispat Ltd. has proposed for Iron Ore Pelletization plant (1.2 MTPA), Iron

Ore Beneficiation Plant (3.0 MTPA) and Producer Gas Plant (2x25000 Nm3/Hr) at

Village-Ghughra, Tehsil- Sihora , District –Jabalpur (Madhya Pradesh).

• As per the EIA Notification, 14th September 2006, the proposed project falls under

Category- “A” or S. No. “3(b)”.

• The First Technical Presentation of the proposed project was held on 18th

November, 2013 in front of the Expert Appraisal Committee (EAC). The Ministry of

Environment and Forests, New Delhi has issued the ToR Letter vide letter no. J-

11011/256/2013-1A-11(1) dated 13th January, 2014 for preparing the EIA/EMP Report.

• Land details for the proposed project :

The total project area Type of land Area (Hectares )

Government land 2.426

Private land 30.27

Forest Land -

The total project area 32.696

Greenbelt/plantation area 10.899 ha (33 % of total project area )

• The details of the amount of the Coal required, its source, and the mode of

transportation for the proposed project is as given below::

S. No.

Fuel

Required

Quantity (LTPA)

Source

Distance and

mode of transportation

Calorific value

Ash Sulphur

1 Coal 1.44 Imported

Coal /Indian coal

by road 6000 (Kcal

kg) <15% <2%





• Other Basic Requirements for the proposed project are as follows:

S.No. Particular Quantity Source

1. Water (KLD) 1500 Heran River and Ground

Water

2. Power (MW) 10

Madhya Pradesh Purav

Kshetra Vidyut Vitaran Co. Ltd

, Jabalpur

3. Manpower 331 persons -

• Process Description:

A) IRON ORE BENEFICIATION:

Iron ore Beneficiation is a preparation of raw materials i.e. fine grinding of desired

grade ores meeting pelletization process requirement.

� Size reduction (crushing, primary/secondary grinding for liberating valuable

mineral)

� Scrubbing process (Removal of associated gangue )

� Screening (classification at required gangue)

� Gravity separation process (separation of heavy and light minerals )

� Cycloning process (Classification by sorting )

� Magnetic separation process (recovery of magnetic constituents )

� Flotation (Physico – chemical process for treating micron and sub micron particles

using surface properties of the minerals)

� Mechanical Dewatering of the products (removal of water for easy handling and

storages )

B) IRON ORE PELLETIZATION:

The process of iron ore pelletization involves following stages:

� Formation of green balls through pelletizer after proportioning and mixing of

moistened concentrate iron ore with additives.

� Drying, pre-heating, heating of green balls in TG.

� Indurations of heated pellet in Rotary Kiln.





� Cooling of Indurated balls called pellet in cooler.

C) PRODUCER GAS

� Gasification agent enters into Gasifier & generates Top gas & Bottom Gas.

� Purification of Top Gas.

� Cooling & purification of Bottom Gas.

� Mixing gas cooling.

� Light oil removing from mixed gas.

� Gas boosting.

• AIR QUALITY MANAGEMENT

The major pollutants of air from the Proposed Plant will be the SO2, NO2 &

Particulate matter from the stacks and fugitive emissions due to material

handling.

Mitigative measure to Control Gaseous & Particulate emissions:

� Pollution control equipments (ESP / Bag filter) will be installed wherever required

& maintained properly.









� Adequate Green belt/plantation will be developed all around the boundary &

within the plant premises so as to attenuate the gaseous emission impact.


Mitigative measures to Control Fugitive emissions:

� Water will be sprayed during unloading of materials.

� Bag filters will be provided at all the transfer point as per the requirement.

� All the Roads inside the premises will be concreted.





� Fines collected from air pollution control equipment will totally be used in the

pellet plant.

• WATER MANAGEMENT

� Domestic waste water generated from office area & canteen will be treated in

STP.


� All the water collected from process of filter press will be recycled in the process.

� Rain water harvesting system will be provided for storm water drains and

rooftop.

• NOISE LEVEL MANAGEMENT

� Various measures proposed to reduce noise pollution likewise reduction of noise

at source, provision of acoustic lagging for the equipment & suction side silencers,

selection of low noise equipments.




materials.



� Regular monitoring of noise level will be carried out and corrective measures in


• SOLID AND HAZARDOUS WASTE MANAGEMENT

Beneficiation Plant

Solid Waste Lac Ton/ Annum Disposal

Tailing

15.0

Supply to Cement plant, Brick Manufacturer


abandoned mines (certified) with permission

of competent authority.

Pelletization Plant

Fines collected from 0.03 Will be used in pellet Plant along with





ESP/ Bag Filters concentrate

Ash from Coal Gas

Producer

0.03

Will be used in brick and road making

� Domestic waste will be treated in the Sewage Treatment Plant and the sludge

from STP will be used for green belt development.

� No other solid waste will be generated from the proposed project.

• GREEN BELT DEVELOPMENT / PLANTATION

� Out of the total project area i.e. 32.696 ha, 10.899 ha area (33% of the total plant

area) will be developed as green belt/plantation all around the plant boundary,

roadside, office , building & stretches open are within the premises.

� Local plant species will be preferred as per the CPCB guidelines in consultation

with Local Forest Department.

� Green belt developed along the plant boundary will help in attenuating the noise

level, dust control and overall improvement in the surrounding environment.

Thereafter, the people who were present in the public hearing were asked to give

their suggestions/objections/comments in relation to the environmental issues of the

proposed project. The following statements were demanded by the public:-

1) Local people should be given priority in employment on Merit basis.

2) Contribution in the development of nearby villages and the surrounding area.

3) Facilities should be provided for the necessary training to be given to the

educated people.

4) Insurance should be given to the factory workers.

During the public hearing, only 06 objections/suggestions/comments were recorded

in the written form, the details of the same have been enclosed with this document.

Later, Shri M. L. Patel, Regional Officer, M.P. Pollution Control Board, Jabalpur asked

the project management to give answers to the objections/suggestions/comments of

the public.

The answers to the objections of people present in the public hearing were given in

the oral as well as written form by the project proponent and representative of their





environment consultant. The details of the same have been incorporated in this

document.

After the statements of objections, queries and suggestions of the public and their

respective answers presented by the project proponent and representative of their

environmental consultant, the public hearing procedure was announced to end by

the A.D.M, Jabalpur. At the end of the public hearing, Dr. S.K.Khare, Scientist

expressed the gratitude and thanks to A.D.M Jabalpur, Shri M. L. Patel, Regional

Officer, M. P. Pollution Control Board, Local Public and the project proponent for

their participation and successful completion of the public hearing.

Dr. S. K. Khare, M. L. Patel Chote singh

Scientist Regional Officer A. D. M.

M. P. Pollution Control Board M. P. Pollution Control Board Jabalpur





Statement of the issues raised by the public during public hearing on 07.07.2014 and comments of the application

S. No.

Name & Address Raised Issues Comments of the Applicant

1. Sone lal Patel Jwalamukhi Road, Sihora Ward No. 2,

District Jabalpur

Local people will get employment for the establishment of plant and the area will be developed.

Preference will be given to local people in employment

and assistance will be provided for the development of

the area

2. Sheel Kumar and Others Grant

– Ghughara and Keloari Tehsil Sihora, District JBP

People will face problem of pollution from establishment of

plant, the agriculture and transport will be affected and the daily routine of villagers will be affected hence environment

clearance should not be granted.

All environmental norms will be followed in proposed

plant so that there will not be any problem in the area.

3. Manish Kulshrestra H.No. 681,

Patrakar Sadan, Hatithal Colony, Jabalpur (M.P.)

1. Animal living in the area will leave the area due to

pollution and will get accident. This will be serious

offence agreement Act 1972 EC does not allow to reduce

the affect of this act. If in future any animal like Dear,

Snake, Peacock etc. found dead then action will be taken

against Mr. Ashok Goel and Mr. Sudhir Goel.

2. Due to charnoi land takeover by company, pet animal

will not get their food and will done due to starvation of

food. Then action will be taken against Mr. Ashok Goel

and Mr. Sudhir Goel under pet animal cruelty act 1960.

3. Since this area is outside of industrial area, Shri Ashok

Goel and Shri Sudhir Goel will be responsible for noise

pollution act of M.P. Pollution Control Board.

4. SC/ST land were taken over by false information and Mr.

Ashok Goel and Mr. Sudhir Goel will be prosecuted

against the act of SC/ST act.

5. Without transfer of land and diversion, company saying

1. Animal of area will not enter in our plant because

it will be surrounded by a boundary wall. If case of any damage lawwill work as it permit. Since

project proponent is proposing to keep all type of pollution below norms as permitted, there will

not be any harm to animal. 2. As per M.P. Govt. Rule 2% land shall be left as

Charnoi land in Gram Panchyat. If charnoi land is not available than govt. will no allot land to us or

we will give land to Govt. in lieu for Charnoi land in same panchyat against Govt. land allotted to

us. 3. All standards of CPCB and MPPCB will be followed

strictly. 4. Company has not taken any land with false

promise and full payment was done.

5. Not a single wrong information is given to EAC. 6. Pollution of land, air water and sound will be kept

below the norms of CPCB and MPPCB. No





that it is their land, EIA and ToR has been taken by

company. So, Goel brother will be prosecuted for wrong

information of act 420.

6. Due to crushing of Iron Ore there will be pollution of

sound, air, water and soil. Due to 30 lakh MT

requirement there will be serious pollution of air and

land. To fulfill this requirement people will do the illegal

mining from near by hillock, forest and mines

department is already facing this problem.

7. Crusher will produce air and sound pollution and it will

harm the area.

8. Iron ore, Limestone, Coal, Bentonite and Coke Breeze

transportation vehicle will produce serious sound and air

pollution also there will be pollution due to grease and

diesel of vehicle.

9. 1.2 MT Pellet plant conveyor belt will produce lot of dust

and plant will produce gas and bad material will be

stored in the area. Filling in pit is forgery.

10. Due to burning of coal, ash will be generated making of

bricks by this ash is very costly and cost is Rs. 12.00 per

brick. Nobody will purchase so costly bricks, its strength

is poor. Since ash has the moisture it cannot be sold to

cement plant. This ash will pollute the land, water, forest

and air.

11. Water approval is not taken from water resource

department for drawl of water from Hiren River.

material will be taken/purchased by company without mines department royalty slip.

7. Air pollution and sound pollution will be kept below norms of CPCB and MPPCB.

8. All type of pollution will be kept below norms of CPCB and MPPCB.

9. Dust emission will be protected with suitable equipment company is proposing to follow all

rules and regulation of CPCB and MPPCB. Company proposes to fill solid waste in Abandoned Mines.

10. Bricks will be made for self use and will be sold

with subsidy. If found excess then will be filled in abandoned mines. These will not be any pollution

from Gas producer plant as this fully enclosed and gas will be used in pellet plant.

11. Approval is already received, copy attached. 12. Survey done by J.M. EnviroNet does not indicate

such things. Since pollution will be kept under norms, will not affect human being as projected.

13. Sound and soil pollution will be kept under norms of CPCB and MPPCB. It will not affect as said.

14. A garlanding drain is proposed to collect water. Zero disposal of water is proposed. All the water will be re-used in the plant.

15. Only 300 Cum is proposed from ground. To reduce the affect of ground water depletion,

ground water recharging is proposed. River has sufficient water, and then only sanction is

granted.





12. Plant will produce lot of sound and soil pollution and it

will affect the human being of area with T.B. and

Asthma.

13. Machines used in plant will produce serious sound and

soil pollution and it will affect the human being and

flora/fauna.

14. Polluted water produced by thickner will harm the

agriculture land of area.

15. Total water requirement is 1500 KLD. It taken from

ground, local people will face water scarcity for

domestic and agriculture use River water level will

reduce will affect pet animal, water animal.

16. Ground water quality is shown as 6.82 to 7.08 which is

alkaline. This type of water will produce wasteful land

and tree and bushes will not grow and harm the tree,

bushes and crops.

17. M/s Gulf Ispat Ltd. has not taken NOC from Forest

department. It shows that serious pollution will be

there.

18. Plants found in the area as Teak, Saal, Shajha, Beeja,

Haldu, Amaltas, Karanj, Babool, Kher will be affected by

chest and ash produced by plant. Ultimately forest will

get dry and Sarada, Hargarh forest will finish.

19. Forest animal and birds like snake, fox, hare, jakal, deer

etc. will die due to sound pollution and animal will leave

area due to blasting & ultimately they will die.

16. This measurement is before putting the plant. We have observed that trees, bushes and crops are

growing in the area since we proposes zero discharge, water quality will not change.

17. We have already applied for NOC from Forest Department. We hope that it will be received

soon. 18. Since it is proposed to keep pollution below

norms. So forest will not be affected. 19. Company proposes to keep pollution below

norms of CPCB and MPPCB. So, no harm will be to animal and birds.

20. Green belt area is 33% of total land. It is as per rules.

21. Any panchyat shall have main 2% land as Charnoi. If this criteria is not met, then new land

(Purchased) will be given to Panchyat in lieu of Govt. land allotment.

22. All trees will not be cut but only trees coming in core project area will be cut. Company has

proposed for plantation of much more tree than cut.

23. All pollution will be kept below norms of CPCB and MPPCB, so there will not be any harm to any one.

24. Water allotment is done by water resource department after considering all the situation and

water availability. 25. It is proposed to use low ash coal. So, it is low

sulphur coal production of ash will be very less





20. Green belt proposal is very less. Protection of snake,

guhera and other animal shall be taken on priority and

clearance shall not be given to project.

21. Due to allotment of Charnoi land to company. There will

be serious company for pet animal and farmers will be

affected due to this.

22. Poor villagers are using various items like ahua, Chirongi,

Amla, Harra, Baheda, Tendupatta and by selling they are

alive. Due to setup of plant, trees will be cut then local

people will harm other forest area.

23. Plant area 32.696 ha will produce heavy water pollution

and due to this affect water animal will die also it will

affect seriously to human and pet animal and they will

fall ill.

24. Due to drawl of water from Hiren/Belkund river water

level will come down and river will get dry. This will

affect the farmer and water animal.

25. Due to burning of coal CO2, NO2, SO2 and ash will be

generated. SO2 and NO2 will be produce acid after

reaction with rain water. It will increase skin disease,

breathe disease and land will be usher. Ash will fall on

agriculture land and reduce the concentration of land.

26. After beneficiation of Iron Ore, lot of solid waste will be

generated. It will be harmful for crops and forest.

Spraying of water is not practical.

27. Population of 77397 will be affected by factory. CSR is

and SO2. It will be utilized or dispose off properly so, it would not affect the area. Since SO2 and

NO2 will be kept under norms acid rain in not possible.

26. All disposal of the solid waste is proposed. Now a days technology is so development that

mechanized arrangement of water spray is proposed.

27. As per norms 5% is proposed for CSR activity and project proponent are committed for the same.

28. Gas producer plant gas is sent to kiln by full

enclosed gas pipe. Producer gas not harmful.

29. No blasting is proposed in project or operation of plant.

30. In mines, mining rules are followed. No mining is proposed.

31. Pollution norms will be kept as per CPCB and MPPCB norms, so it will not affect forest or

animals. 32. 2% Charnoi land standard will be followed

strictly. As per M.P. Govt. rule minimum 2% Charnoi

land shall be available as charnoi.





fraud. Plant producing high pollution is managed by

giving bribery to officer of Pollution Control Board.

Affected is poor people and fall sick.

28. Gas producer plant will produce dangerous gases which

will be harmful for human being. It will be repition of

Bhopal Gas crisis.

29. By blasting 18738 houses will have crack, land may also

crack.

30. In mines pit forest animal like cow, ox, goat and human

being can fall and die.

31. Project is only 250 mtr away from forest, so pollution will

affect forest and animals.

32. Hargarh and Sarda forest does not allow pet animal and

due to use of Charnoi land by plant, pet animal will face

starvation.

4 Jagat singh, Param Singh S/o

Kodu Singh, Gram – Ghughara, Tehsil Sihora, District Jabalpu7r

Inspection for sale of khasara no. 82 Dated 05/10/2013 Not related to the project.

5 Prahla singh and others Gram

Ghughara, Tehsil Sihora, District Jabalpur

1. Land purchase at low price and more price is shown on

registration. 2. Amount of sale land is not provided fully at the time of

registry and later also not given.

3. It is told that price of sale land will be paid by Mr. Sone Pal Patel, Sihora and not given by Sone Lal Pate. He

threatened the people.

Not related to the project. Complaint is not about

specific khasara number.

6 Indrawati Singh W/o Ram Singh, Gram Ghughara, Tehsil Sihora, District Jabalpur

Inspection for sale of Khasara No. 82 dated 05/10/2013. Not related to the project.





7.2 DISASTER MANAGEMENT PLAN

This Disaster Management Plan (DMP) explains the code of conduct of all personnel

in the plant along with the actions to be carried out in case of an Emergency. This

plan gives the guidelines for employees, contractors, transporters, etc. It not only

defines responsibilities but also informs about prompt rescue operations,

evacuations, rehabilitation, co-ordination and communication.

EMERGENCY:

An Emergency is a situation, which may lead to or cause large-scale damage or

destruction of life, property or environment within or outside the Factory. Such an

unexpected situation may be too difficult to handle for the normal work force within

the plant.

NATURE OF EMERGENCY:

The emergency specified in the DMP refers to occurrence of one or more of the

following events: -

a. Fire/Explosion.

b. Major accident such as structural or building collapse, overturning of road tanker

containing flammable substances.

c. Natural calamities like storm, flood, earthquake, etc.

d. Sabotage, act of terrorism, civil commotion, air raid etc.

7.2.1 Identification of Hazardous Area

HAZARD AREA PROBABLE CAUSE OF THE

ACCIDENT

Explosion Furnace, Oil Tank /

Transformers / Receivers

for the Air compressors.

Fire/ Malfunctioning of the

Safety Valve

Flammable Petroleum Product Storage Tank /

Drum Storage area

External fire causing pressure

built up in the tanks / barrels





Fire H.S.D. / FO Storage Area Flammable vapour / air mixture

and source of ignition.

Flammable Petroleum

Product Storage Tank /

Drum Storage Shed /

Production Area

Formation on pool in the dyke

wall and source of ignition.

External fire →→→→ Built up of

internal pressure →→→→ Failure of

the top cover →→→→ Tank on Fire

Spillage Acid / Alkali Storage Area Spillage of Acid / Alkali due to

rupture of the pipe line,

collapse of the storage tank

7.2.2 Objective of Plan

a) To control the emergency, localize it and try to eliminate it if possible.

b) To avoid confusion, panic and to handle the emergency with clear cut actions.

c) To minimize loss of life and property to the plant as well as to the neighborhood.

d) To make head count and carry out rescue operations.

e) To treat the injured persons.

f) To preserve records and to take steps to prevent recurrence.

g) To restore normalcy.

7.2.3 Emergency Control Centre

For the purpose of handling emergency, the following Emergency Control Centers

has been identified.

• During normal working hours - The Administrative Office

• During other times - The Security Office.

All communications to and from will originate at this Control Centre. The Emergency

Control Center will have the following: -

A) A copy of Disaster Management Plan.





B) List of important telephone numbers such as Police, Fire Brigade,

hospitals, and other outside Emergency Services, etc.

Table 54: Telephone no. of Police, Fire Brigade, Hospitals & Other outside Emergency Service

DISTRICT MEGISTRATE JABALPUR 0761-26241400, FAX-2624200

CMO JABALPUR 0761-262 2202

S.D.M. SIHORA 07624-230415

TEHSILDAR, SIHORA 07624-230412

POLICE DEPT-

S.P. 0761-2676110

SDOP SIHORA 07624-230470

THANA INCHARGE, SIHORA 9479994094 MR. SHUKLA

POLICE THANA SIHORA 07624-230610

POLICE CHOWKI KHITOLA 07624-230634

FIRE BRIGADE

FIRE TENDER SIHORA 07624-231400 - 9425158403 PRADEEP

PANDEY

FIRE TENDER JABALPUR 101& 0761-2610917

M.P.E.B. OFFICE: - 07624-230419

07624-230449

GRAMPANCHAYAT OFFICE GHUGHARA :-

DEVKI BAI SARPANCH 9575050181

HOSPITALS :-

ASATI HOSPITAL SIHORA 9425157962 Dr. Prakash Asati





GOVT. HOSPITAL SIHORA

9425465611 Dr R.K.Jain

9009443500 Dr R.K.Jain

METRO HOSPITAL JABALPUR 0761-2642661

MEDICAL COLLEGE HOSPITAL JBP. 0761-237 1251

MOTILAL NEHRU HOSPATAL JBP. 0761-262 2458

GOVT. RAILWAY HOSPITAL JBP. 0761-262 0851

VICTORIA HOSPITAL JBP. 0761-262 1052

MILITARY HOSPITAL JBP. 0761-260 3372

C) List of key Personnel with addresses and telephone numbers.

D) List of Fire and Rescue Squad Members Refer.

E) Fire hydrant system

F) Fire Extinguisher

Table 55 : List of Fire Extinguishers

S.No. Location Type of Fire Extinguisher Capacity

1 Furnace Oil storage Area DCP 50 KG

2 Electric Sub Station DCP 5 KG

3 Electric Sub-Station DCP 5 KG

4 Furnace Oil Storage Area FOAM 50 Lit

5 Do DCP 10 KG

6 Do DCP 10 KG

7 Electric-Sub Station DCP 5 KG

8 Electric Control Room DCP 5 KG







11 Furnace Oil Storage Area FOAM 9 Lit



14 Furnace FOAM 50 Lit

15 Technical office DCP 5 KG

16 Furnace oil Storage Area CO2 4.5 KG

17 Technical office DCP 5 KG

18 Furnace Oil Storage Area CO2 4.5 KG

19 Stores DCP 10 KG

20 Electric-Sub Station CO2 3.0KG

21 Electric Control Room CO2 3.0 KG

22 Tech. Office ABC 5 KG

23 Tech. Office ABC 10 KG

24 Stores ABC 10Kg

25 Stores DCP 5 KG

26 Time-Office ABC 10Kg

27 Tech. Office CO2 6.5 KG

f) Personal Protective Equipments

Table 56: List of Personal Protective Equipments

ITEM NOS.

Safety Helmet 500 (compulsory for all employee)

Safety Goggles 15 pair

Safety Shoes 15 pair

Fire Proof apron 2 set





PVC Apron 5 set

Leather Hand Gloves 25 pair

Cotton hand gloves 115 pair

Eye Wash Fountain 5 nos.

Gum Boots 15 pairs

Cloth Mask 10 nos.

Safety Belt 50 nos.

g) First Aid box –

The company will provide “First –AID” boxes at security office and in all other

departments. Following will be the contents of First aid.

1. Tincture iodine.

2. Eye wash solution.

3. Burnol

4. Soframycin (ointment)

5. Sterilized cotton wool.

6.Band-aid.

7. Antiseptic Solution (Dettol)

8.Bandage.

9.Paracetamol tablets.

10. Iodex.

11. Pair of scissor.

The company will have its own Ambulance facilities to take the injured to the

hospital. The nearest hospitals are Asati Hospital, Sihora & Govt. Hospital Sihora.

h) List of hazardous chemicals and its action plan





Table 57: List of Hazardous Chemical & its Action Plan

S.No Chemicals Hazard Action to be taken

1.

Sodium Hydroxide May causes burn to the

eyes, skin, respiratory

and gastrointestinal

tract.

Follow fire action in

case of fire.

Immediately flush with

large amount of

water.

i) Emergency Organization Chart –Given below is the chart showing

Emergency organization structure.

Fire fighting

Squad

First aid

Squad

P & .A. Dept Engineering Security Dept.

Shift In charge

7.2.4 Assembly Point

In case of an Emergency the employees should assemble near the defined Assembly

Points, as indicated below: -

• Fire Fighters - Area near Security office Main Gate.

• First Aids - Area near Security office Main Gate.

• Others – Assembly Area near weigh bridge office.

Site controller

Incident Controller





Wind direction to be determined by the WIND SOCKS installed on top of the

Engineering Building. The Employees should run perpendicular to the wind direction

and not against / along the wind direction.

7.2.5 Codification of Siren

The codification of siren is as follows:

S.No. SIRENS INDICATES AUTHORITY

1. 30 Second

Continuous

On Site

Emergency (Alert)

Incident Controller

2. 1 Minute

Continuous

Emergency

Controlled

(All Clear)

Site Controller

7.2.6 Training and Education

Experience with on site –emergency planning has proved the need of training and

rehearsal. Major emergency procedure should be laid down clearly and convincingly

to everyone on site particularly Key Personnel and Essential workers.

It is obvious that in house or outdoor training is essential. The duties and

responsibilities of each person and the emergency procedure to be followed by him

should be very clear.

a. Seminar/refresher guidance On Site Emergency Plan.

b. Emergency instruction Booklet.

Seminar is conducted in house/. Site controller will explain the plan to all associated

concerned employees.

Expert from outside will explain the plan to all associated concerned employees.

Expert from outside also may be invited to impart training.

Emergency instruction Booklet:

Emergency instruction Booklet contains all detailed emergency duties. The booklet

contains –





� Emergency duties,

� Reporting relationship.

Thus everyone is conscious about his role in the Emergency Plan.

7.2.7 Mock Rehearsal

� Inform all the employees about mock drill.

� Fix the date for mock drill.

� Observers will not be involved in the exercise. They will monitor the Mock drill.

� Emergency Siren / alarm will be raised.

� After hearing the Siren / alarm, Emergency procedure will be followed as

mentioned in the OEP.

� Observers will note down the activities with respect to the time.

7.2.8 Updating The Plan

As and when required the On Site Emergency Management plan will be updated.

After each drill the plan will be thoroughly received to take account of shortcoming

and accordingly plan will be updated.

7.2.9 Key Personnel’s Responsibility

7.2.9.1 Site Controller

He will retain overall responsibility for the factory and its personnel. As soon as he is

informed of the emergency he shall proceed to the control room and call the P&A.

Manager/Factory Manager. His duties shall be:

i) Assess the magnitude of the situation and decide if staff needs to be evacuated

from their assembly points.

ii) Exercise direct operational control over areas other than those affected.

iii) Maintain a continuous review of possible development and assess in consultation

with Incident Controller and other Key personnel as to whether shutting down of

the plant or any section of the plant and evacuation of persons is required.

iv) Liaison with Senior Officials of Police, Fire Brigade, Directorate of Industrial

Safety, provide advice on possible effects on areas outside the factory premises.





v) Control rehabilitation of affected areas on discontinuation of emergency.

vi) Ensure that evidence is preserved for inquiries to be conducted by statutory

authorities.

7.2.9.2 Incident Controller

On hearing of an emergency siren he will rush to the scene of the occurrence and

take overall charge and report to Site Controller. On arrival he will assess the scale of

emergency and decide if major emergency exists or is likely and inform the

Communication Officer accordingly.

1) Direct all operations within the affected areas with the priorities for safety of

personnel, minimise damage to the plant, property and minimise loss of

materials.

2) Pending arrival of Site Controller, assumes the duties of his post and, in particular.

(a) Directs the shutting down and evacuation of plant and areas likely to be

adversely affected by the emergency.

(b) Ensures that all Key personnel and outside help are called in.

3) Provide advice and information to the Fire squad & Security Officer and the local

fire service as and when they arrive.

4) Ensures that all non-essential workers/staff of the areas affected are evacuated to

the appropriate assembly points, and the areas are searched for casualties.

5) In the event of failure of electric supply and internal telephones, sets up

communication point and establishs contact with Emergency Control Centre.

6) Reports on all significant developments to the P. & A manager/Factory Manager.

7) Have regard to the need for preservation of evidence so as to facilitate any inquiry

into the causes and circumstances, which caused or escalated the emergency.

7.2.9.3 P & A Manager

He will also work as liaison Officer and will be stationed at the Main Entrance

(Security Office near Main Gate) during the emergency. He will under the direction of

the Site Controller handle police, press and other inquiries, receive reports from roll-





call leaders from assembly points and pass on the absentee information to the

Incident Controller. His responsibilities shall include -

a) To ensure that casualties receive adequate attention, to arrange additional help if

required and inform the relatives.

b) To control traffic movements into the factory and ensuring that alternative

transport is available when need arises.

c) When emergency is prolonged, arrange for the relief of personnel and organize

refreshments / catering facility.

d) From information received, advise the Site Controller of the situation,

recommending (if necessary) evacuation of staff from assembly points.

e) Recruit suitable staff to act as runners between the Incident Controller and

himself if the telephone and other system of communication fail due to

whatsoever reasons.

f) Maintain prior agreed inventory in the control centre.

g) In case of prolonged emergency involving risk to outside areas by wind-blown

materials, contact local Meteorological Office to receive early notification of

changes in weather conditions.

7.2.9.4 Security Officer

On hearing alarm advice fire squad and security staff in the factory of the incident

zone and cancel the alarm. He will also announce through telephone or messengers

to the P&A Manager, Incident Controller and Site Controller that incident has

occurred in such and such zone. He will open the gates nearest to the incident and

stand by to direct the emergency service. If told of a large escape of gas he shall

inform the Incident Controller by telephone and stand-by the telephone to receive

further messages.

On hearing the emergency alarm, he will immediately contact Site Controller and on

his advice call the local fire brigade. In case fire is discovered but no alarm is sounding

he shall receive information about location from the person discovering the fire and

thereafter immediately consult the Site Incident Controller and make announcement

on telephone telling the staff location of the incident and to evacuate to their





assembly points. He will continue to operate the switchboard advising the calls

connected with the incident to the Communications Officer.

7.2.9.5 Departmental Heads

The Departmental head wherein the incident has taken place will report to Incident

Controller/ P&A Manager and provide assistance as required. They will decide which

members of their staff they require at the scene.

7.2.9.6 First-Aid Teams

The Personnel Manager shall keep in security the roll call lists for the fire and first-aid

teams on duty. Each Departmental Head for his shift-team appoints roll call leaders

and first aiders. Roll call leaders shall check their rolls as members of the services

report for emergency duty. Names of any unaccounted for absentees will be

informed to the Security Officer.

Members of first-aid Teams will report to the Incident Controller on hearing of the

alarm in day time. The Emergency vehicle driver, if safe to do so, shall collect the

emergency vehicle and park nearest to the scene of the incident. First aider shall

inform the incident controller that the Emergency Vehicle is leaving the site, giving

the name of the patient and destination i.e. hospital or doctor’s room and request the

Incident Controller to inform the destination (hospital, etc.) advising them about the

casualties reaching there.

7.2.9.7 Factory Fire Fighting Squad Personnel

The duty Fire fighting Squad under the command of the Security Officer shall be

responsible for fire fighting and rescue. On hearing the alarm, they shall proceed to

the place of incident. The men at security gate shall find out the location of the

emergency and proceed to the site of the occurrence. At the incident scene, the team

members detailed for this purpose will check squad members against roll-call sheet.

At the site, all the squad members will respond to the advice and information given

by the Incident Controller On arrival of the local fire brigade, they will also assist in

fire-fighting work with the advice of the Incident Controller.





7.2.9.8 Emergency Action Plan

Anyone noticing emergency situation like fire, explosion etc. must do following &

should avoid the following:

DO’s

• Attract the nearby person/employee by shouting “FIRE – FIRE – FIRE. “

• Seek help from the persons working nearby.

• Try to control the incident at its initial stage with available means/sources

quickly.

• Inform Shift In-charge / Duty Officer (In Night Shift) about the Incident.

DON’Ts

• Do not be panicky.

• Do not run – Walk fast.

7.2.9.9 Key Personnel Responsibility (On any accident or incident)

1. Incident Controller

DO’s

A. If Fire/Other Incidents are controllable

• Approach the emergency site immediately taking note of wind direction.

• Assess the situation.

• Inform Security Officer, Tell – NAME, TYPE OF INCIDENT, ACTION TAKEN, HELP

NEEDED And Order Security Officer/Guard to inform all KEY persons.

• Take lead in controlling emergency until such time concerned Section Manager

takes over the charge.

DON’Ts


• Do not lose temperament

B. If Fire/Other Incidents are not controllable

In Addition to Above (A)

• Order to blow emergency `ALERT’ Siren (30 second continuous).

• Organize Fire fighting / rescue team members to control the Incident.

• Take stock of situation if required shut down the plant / process in affected area.

• Call Fire Brigade if situation demands.

• Evacuate affected area.





• Organize head count of the plant.

• Act as INCIDENT CONTROLLER till such time senior person takes charges as

indicated in Emergency organization.

2. Security Officer

DO’s

• Do not allow any vehicle to come inside the factory.

• Do not entertain any outside call except for emergency purpose.

• Do not allow visitors to move around.

• Inform all key persons about location and type of emergency.

• Follow this sequence – Inform concerned HOD/Section Head, Main Site Controller,

Main Incident Controller & Factory Manager and other KEY persons.

• Inform Main Site Controller about Government visitors, if any.

DON’Ts

• Do not entertain any outside call except for emergency purpose.

• Do not allow visitor to move around, from reception.

3. Security Guard

DO’s

• Immediately report at Security Gate in shortest possible time.

• Follow instructions of Officer In-charge.

• Assist in controlling emergency.

• Assist in controlling contractors, vehicle movement and mob.

• Assist in cordoning off the area.

• Take note of wind direction while approaching emergency site.

• Render all possible help for controlling overall situation.

DON’Ts

• Do not leave the site unless asked to do so.

4. Emergency Vehicle Driver

DO’s

• Immediately start vehicle and reach rescue squad assembly point (near security

gate).





• Rescue squad members to emergency site.

• Take vehicle near to emergency site as directed.

• Take note of wind direction.

• Reverse the emergency vehicle for quick transports of injured, if any.

• Keep vehicle engine running.

• Always be on Driver’s seat of the vehicle.

• Take the injured to the hospital as directed.

DON’Ts

• Do not leave the vehicle.

• Do not take the vehicle very near to the site.

5. Site Controller

DO’s

• Will approach emergency site immediately / assess the situation.

• Consult Incident Controller.

• Consult advising Committee Members.

• Instruct Main Incident Controller.

• Communicate to higher ups and Govt. authorities, if required.

• Decide upon need for evacuation and blow `Disaster Siren’.

• After getting satisfied with the situation, give instruction to blow ALL CLEAR Siren.

DON’Ts

• Do not instruct to blow ALL CLEAR siren unless the situation is fully under control.

• Don’t evacuate the entire plant unless the situation demands.

6. Fire Fighting Squad on Hearing Siren

DO’s

• Inform fellow employees/Officers.

• Report to Fire Squad Assembly point.

• Find out emergency location.

• Approach emergency site immediately.

• Take quick action as per the instructions from Incident controller.

• Bring emergency under control as early as possible.

DON’Ts





• Do not leave process/equipment in UNSAFE CONDITION.

• Do not leave emergency site unless ALL CLEAR siren blown.

• Do not use improper fire extinguisher.


7. Rescue Squad

DO’s

• Report to assembly point near Gate.

• Get in touch with security about location and type of emergency.

• Approach emergency site quickly with Breathing Apparatus set and First Aid box.

• Get in touch with incident controller.

• Follow instructions of Incident controller.

• Render first aid to the injured, hospitalize, if required.

• Accompany him to hospital and assist Doctor / Nurse.

• Search for missing person in that area, if required.

• Help in head count.

7.2.9.10 All General Employees except those who are in Emergency Organization on Hearing

Siren

DO’s

• Be alert and be available if required.

• Wait for further instructions.

• Bring down the process/plant/equipment in SAFE CONDITION in case of DISASTER

siren as per instructions from Incident Controller.

• Approach respective safe assembling points route as taking note of wind

direction.

• Help in taking roll call.

• After hearing ALL CLEAR, go back to the departments.

• Start the work again after getting instructions from Incident controller.

DON’Ts

• Do not be panicky. Do not run.

• Do not approach emergency site unless asked for.

• Do not engage telephone except for emergency purpose. Keep lines free.





7.2.9.11 Technical Team: Engineering Department/ Environment, Safety & Health

Department on Hearing Siren.

DO’s

• Be available in Engineering Department at respective location for any help.

• Approach emergency site with required tools and equipments and should work on

instructions of Incident controller.

• Help Incident Controller to provide technical assistance.

• Isolate lines, process equipments, if required by Incident Controller.

• Provide emergency equipments like Fire Extinguisher, Hoses, etc., if asked by

Incident Controller.

• Provide stop gap arrangements as per the requirement of Incident Controller.

• Carry out electrical isolation of area as per instructions from Incident Controller.

7.2.9.12 Advisory Committee (All Department Head)

DO’s

• Approach emergency site as early as possible.

• Render advise to Main Incident Controller and Main Site Controller to control

emergency.

7.2.9.13 Communication Committee – (P & A)

DO’s

• Consult Main Site Controller

• Give necessary instructions to security / Telephone Operator.

• Give instruction to Security to control traffic / crowd.

7.2.9.14 General Instructions

DO’S

• Stop work at height. / Stop all hot works.

• Stop all vessel entry.

• Take note of wind direction.

• On hearing Disaster Siren evacuates as per evacuation route without running and

panicky and assembles at respective safe Assembly Points.

DON’Ts

• Do not use telephone except for emergency purpose.





• Do not start work at height, vessel entry, hot work unless permit conditions are

verified.

• Do not allow unauthorized person to approach emergency site.

7.3 HYDRO-GEOLOGICAL STUDY & RAINWATER HARVESTING PLAN

7.3.1 Investigation methodology

a) Surface Hydro geological studies for Plant and Colony area (Core Zone).

b) Surface Hydro geological studies for Buffer zone (10 Km radius).

c) Estimation of ground water Recharge and Discharge factors for both core and

Buffer zone.

d) Water Geochemical analysis.

e) Recognition of nature of problem for rainwater harvesting.

f) Selection site and Design of rainwater harvesting methods.

7.3.2 Coverage area

(a) 0.32696Sq.Km of Plant and colony area (Core Zone)

(b) 343.06964Sq. Km (10 Km radius) of study area (Buffer Zone)

7.3.3 Surface Hydrogeological & Hydrological Investigation

7.3.3.1 Objective

a) Hydrological & Hydro-geological studies of the core and buffer zone for plant area.

b) To assess groundwater resources of Core and buffer zone.

c) Water Geochemistry.

d) Water resources assessment and water management

7.3.4 Regional Geology of the area

Madhya Pradesh State hosts the country's 90% diamond, 63% diaspore, 61% laterite,

56% pyrophyllite, 41% molybdenum, 29% dolomite, 17% each of rock phosphate &

fireclay resources. The submetamorphic rocks of the central and north-eastern part of

the Jabalpur district from a part of the narrow elongated and discontinues belt of the

sub metamorphic series occurring in the Narmada, son and Ganges valleys (Pandey

1970). The central and north-eastern parts of the Jabalpur district are occupied by a

belt of sub-metamorphic rocks which is approximately 30 miles wide. There exists a

great spared of the Vindhyan sandstones and the Decan trap respectively towards





the north and south of this belt. The sub metamorphic series includes a great variety

of rocks and stretches and eastwards into the son valley.

The Sihora area S-shaped outcrop pattern of the sub metamorphic rocks of the area.

Jabalpur formations ranging in age from lower proterozoic to pliestocene,

structurally very complex and thus considered a "Home of Geology". The rocks of

Jabalpur area are mainly Upper Carboniferous to lower Cretaceous period. Important

associated mineral deposits occurrences in the entire district like calcite, china clay,

Iron ore, coal, Limestone etc. The project site area Iron ore deposit exposed.

Pratapgarh area hematite and magnetite mineral associated with iron ore deposits.

7.3.4.1 Geomorphology and Physiography

The district is part of Jabalpur Division. Jabalpur is located at 23°10′N 79°57′E / 23.17°N

79.95°E.The central point of India is located in Jabalpur district. It has an average

elevation of 411 metres (1348 ft). In the south-eastern part of Jabalpur district in

Madhya Pradesh that constitutes a part of Satpura and Bhitrigarh uplands, many old

erosional platforms at various levels, though now dissected into landscapes of

various stages are easily identified by even skylines. These wide spread uniformity is

due to the abundance of accordant summit levels at uniform altitudes in the area. The

region forms a part of the vast deccan plateau of Central India. It marks the beginning

of the plateau at the nothern boundary. The hill ranges running across the plateau

have a subdued topography of old peneplains.

The major rivers that flow through this region are the Narmada, Hiren and Vanganga.

Narmada is the largest river of all which has many tributaries as well. Narmada

flowing through the marble rocks attracts tourists from all over the world. The main

water reservoirs of Kahdari along with Pariyat are located in the northeast of this

region. The topography of Jabalpur is truly admirable. The hills contain deposits of

minerals and ancient remains, hence making them subjects of much interest for

geologists and archaeologists. The hills here are rocky with innumerable barren

hillocks. The study area near Ghughra village Hiren River flowing 1km SE direction.

This river is main source of water in industries.

7.3.4.2 Climate and Rainfall

The climate of Jabalpur can be divided into three distinct seasons, viz.

• Monsoon lasting from mid-June to September.




• Winter from November to February; and

• Summer from March to mid-June.

The month of October witnesses the transition from monsoon to winter. The city

experiences hot summers and cold winters, with temperatures ranging from an

average low of around 9.8O Celsius to an average high of about 41.7O Celsius.

Temperature during the peak summer month of May can soar to 47 degrees Celsius,

while the lowest temperature recorded was 00 Celsius on 2nd December 1905.

The monsoons arrive in July and depart by September. The city witnesses torrential

rainfall during the monsoons which lend an air of pleasantness to the climate. As per

the IMD records of past 10 years, highest rain fall occurs in 2005 in the area (table: 57

& Fig 31). The average annual rainfall in the district is 1322.0mm.

Table 58: Arithmetic Rainfall of the Jabalpur District (IMD) 2004-2013

Figure 34: Graph showing last 10 year arithmetic rainfall of the Jabalpur district

S.No Year Rainfall (mm)

1 2004 1208.7

2 2005 1806.2

3 2006 999.1

4 2007 1033.4

5 2008 1201.1

6 2009 1122 7 2010 1398.4

8 2011 1372.9

9 2012 1283.7

10 2013 1794.2





7.3.5 Aquifer Type

Depth to open wells tapping this aquifer ranges from 5- 20m. Ground water generally

occur in unconfining conditions and is transmitted through the fractures, joints and

foliation planes of granites, gneisses, Phyllite and schist. These rocks are impervious

in nature and do not have primary porosity. These rocks have the secondary porosity

due to presence of fracture zone and weathering. The secondary porosity decreases

with depth due to overlying weight of the rocks. Hence maximum hydraulic

conductivity is observed at shallow depth generally less than 100m. The Gondwanas

are sedimentary formations rich in granular zones and form good aquifers. They

support both dug wells and tube wells capable of yielding 100-500 m3/d for draw

downs of 6-10 m. Iron ore of the area is thick bedded, well jointed and therefore is

expected to have adequate fracture porosity and hydraulic conductivity. Most of the

rain falling on the top of the limestone hills is likely to percolate down through the

bedding planes and form a ground water basin in the foothill area. Area also has the

alluvium as the major aquifer these aquifers mostly present along the river and canal.

It comprises of unconsolidated gravel, sand, silt, clay in various proportions and has

primary inter granular porosity and permeability. Hence it is the most promising

formation for ground water development.

7.3.6 Specific Yield Potential

Gondawanas support both dug wells and tube wells capable of yielding 100-500 m3/d

for draw downs of 6-10m. The specific capacity ranges between 75-250lpm/m of

drawdown, hydraulic conductivity lies between 10- 25 m/d and specific yield is from

10-15%. The thickness of alluvium varies from 10-318m with aquifer thickness from 10-

160m. The depth to water ranges from 5-30mbgl. The yields vary from 30-50 m3/hr for

shallow wells and 30-200 m3/hr for deep wells. In the Narmada basin the yields are of

the order of 15-30 m3/hr in the phreatic zone and 70-200 m3/hr in the deeper zone.

The yield of such hand pumps is not much and is just sufficient to meet the drinking

water requirement. Open wells are generally 7 to 20m deep and are operated by

diesel engines and do not sustain pumping.

7.3.7 Ground Water Movement in the Study Area

The investigated area ground water movement are governed by mainly secondary

fractures as pegmatite and gneisses are impervious in nature and do not possess





primary porosity. The alluvial thickness is very low and remains unsaturated during

major part of the year.

The general land slope and drainage in the area is towards west and is approx 1 km

and to south east about 9 km. The ground water also follows the topography and

surface water moves in south easterly direction in surrounding area. The plant site

area ground water depth varies between 11-18m shown in figure 33.

Vector map information, direction and magnitude, can be derived from one grid. The

arrow symbol points in the "downhill" direction and the length of the arrow depends

on the magnitude, or steepness, of the slope. A vector is drawn at each grid node

unless some nodes are skipped by changing the Frequency setting on the symbol

page in the vector map properties dialog. For example, consider a grid containing

elevation information. If water were poured over the surface, the direction arrows

would point in the direction water flows from high elevation to low elevation.

Magnitude is indicated by arrow length. In the water flow example, the steeper

slopes would have longer arrows. In the study area ground water flow is in South-

Eastern direction (figure 32). A contour map is a two-dimensional representation of

three-dimensional data shown in figure 33.





Figure 35 : Ground Water Flow Status in the Study Area

Figure 36 : Depth wise contour map





7.3.8 Water Quality

In the present study, water quality data is presented through statistical distribution

diagram such as Piper, Durov, Scholler, Ion Balance plots. The Piper diagram

conveniently reveals similarities and differences among surface and groundwater

samples because those with similar qualities will tend to plot together as groups. The

Durov plot shows variation of total cation vs. total anion concentrations; along with

TDS (mg/L) and pH data to allow further comparisons. Whereas Schoeller plots are

semi-logarithmic diagrams that represent major ion analyses in meq/L to demonstrate

different hydro geochemical water types on the same diagram. Actual parameter

concentrations of a number of analyses are plotted at one time, hence it benefits the

comparison processes.

7.3.8.1 Ground Water

Ground water geochemical data analysis indicates that these samples have lower

sulfate and higher bicarbonate amount with dominance of calcium ions. The pH varies

from all locations 6.8 to 7.08. All pH values within permissible limits so this is

indicating ground water quality is good. The Piper plot for these samples shows that

ground water belongs to three type facies. Project Site and Ghughra village Mg-HCO3

type facies. Village Dhanwahi, Pararia, Keolari, Dhangawan and Mihganwan Ca-HCO3

type water present. The Sihora area ground water belong to the Ca-Cl type (Figure

34,35 ,36). Hence mixing of three types of waters is present in the areas. Maximum

TDS values 608mg/L observe in Dhangawan village ground water. Schoeller plots

were also plotted for all ground water samples as indicated in figure 36.

7.3.8.2 Surface Water

Surface water geochemical data analysis indicates that these samples have lower

sulfate and higher bicarbonate amount with dominance of chloride ions. The pH

varies from all locations 7.18 to 7.43. All pH values within permissible limits so this is

indicating water quality is good. The Piper plot for these samples shows that surface

water belongs to Ca-HCO3 type facies (Figure 38, 39, 40). All surface water samples

belong to same type facies.

In geochemical analysis of other heavy metals As, F, Fe, Cu, Mn, Hg, Cd, Pb, Se, Cr, Zn, B,

Ni etc. concentration is not more than permissible limits (Table 24 & 24 in chapter III) .

The ground water from all sources remains suitable for drinking purposes as all the





constituents are within the limits prescribed by drinking water standards

promulgated by Indian Standards BIS world health organization.

Table 59: Ground & Surface Water Type

Ground Water Type

S.No. Locations Water Type Anions Cation Balance (%

Difference)

1 Project Site Mg-HCO3 28.317

2 DhanwahiVillage Ca-HCO3 19.226

3 Pararia Village Ca-HCO3 19.041

4 Keolari Village Ca-HCO3 18.764

5 Ghughra Village Mg-HCO3 24.723

6 Sihora Ca-Cl 14.935

7 Dhangawan Village Ca-HCO3 17.657

8 Mihganwan Village Ca-HCO3 18.115

Surface Water Type 1 Balkund Nadi (Upstream) Ca-HCO3 17.358

2 Balkund Nadi (Downstream) Ca-HCO3 16.927

3 Hiren River (Upstream) Ca-HCO3 15.34

4 Hiren River (Downstream) Ca-HCO3 14.419

5 Silpuri Nala Ca-HCO3 17.388

6 Barne Nadi Ca-HCO3 16.434

Figure 37 : Piper Diagram of Ground Water Samples





Figure 38: Durov diagram of Ground water samples

Figure 39: Schoeller diagram of ground water samples





Figure 40: Ion Balance Diagram of Ground water samples

Figure 41: Piper diagram of Surface water samples





Figure 42: Durov Diagram of Surface water samples

Figure 43: Schoeller diagram of surface water samples





7.3.9 Ground Water Resource Evaluation

Protecting the Nation's ground water has become a major goal of the U.S.

Environmental Protection Agency (EPA), Ministry of Environment and other

Environmental Agencies. Under the clean Water Act and its subsequent amendments

are required to undertake an assessment of the quality and quantity of their ground

water resources. Ground water resources of an area can be distinguished under two

categories:

1. Dynamic ground water resources

2. Static ground water resources

7.3.9.1 Dynamic Ground Water Resources

Dynamic ground water is that amount of water, which is found in the natural zone of

fluctuation in an aquifer due to ground water recharge. Total ground water recharge

(RT) of the area can be estimated by assessing the various components of the

following equation:-

RT = Rr+ Rs+ RI+ Sr+ Rc

Where,

Rr = Recharge from Rainfall.

Rs = Recharge from Irrigation due to surface water.

RI = Recharge from Irrigation due to ground water.

SI = Recharge through surface water bodies.

Rc = Recharge to confined aquifers.

7.3.9.2 Ground Water Resources in the Core Zone

The investigated industrial area covers 0.32696Sq.km. The main source of ground

water recharge is recharge due to rainfall by direct percolation and different rain

water harvesting systems.

1. Recharge due to rainfall (Rrm)

(A) By Groundwater Table Fluctuation Method:

Recharge due to rainfall is computed by specific yield water table fluctuation method

as below:

RrmL = A × S.F ×Sy





Where,

RrmL = Recharge due to rainfall in the investigated area.

A = Rechargeable area = 0.32696Sq. Km

S.F. = Seasonal fluctuation in water level = 1.4m Sedimentary/Limestone

Sy = Specific yield = 3% Sedimentary aquifers

Therefore,

RrmL = 0.32696× 106 x 1.4× 0.03

= 0.014mcm/annum ………………(I)

(B) By Rainfall Infiltration Factor Method:

In areas where groundwater level monitoring is not adequate in space and time,

rainfall infiltration may be adopted. The ground water estimation committee, Govt. of

India (1997) has suggested norms of recharge from rainfall under various hydro

geological conditions. The committee has suggested 3 to 10% as the rainfall infiltration

factor for limestone areas. An infiltration factor of 8% has been adopted for limestone,

due to steely dipping, thin bedded, jointed, and highly fractured. An attempt can be made

to find out if it matches with the ground water recharge calculated by seasonal

fluctuation method.

Rr2mL = area x normal rainfall x R.I. factor

= 0.32696 x106 x 1.3 x 0.08

= 0.034mcm/annum………………. (II)

7.3.9.3 Total Dynamic Reserves

Considering all above recharge components, total dynamic reserves in the

investigated area will be:

RTS= 0.034 mcm/annum

RrmL ≈ 0.014 mcm/annum






7.3.9.4 Ground Water Resources in the BufferZone

The area of Buffer zone (343.3966Sq.km – 0.32696 sq.km = 343.06964sq.km.) lies in

Village- Ghughra, Tehsil- Sihora, District: Jabalpur. This buffer zone has alluvium in

western part and crystalline metamorphic like iron ore, and mica schist in eastern

part. The entire area of buffer zone is irrigated by open wells only and tube well. Main

recharging factor in the area will be recharge due to rainfall and recharge due to

return flow from the applied irrigation. The ground water fluctuation of water table

during pre and post monsoon periods were recorded for the year 2011-12 from 35 key

wells as per the guidelines of the Ministry of Environment & Forest and taking specific

yield values of 10% for alluvium and 1.5% for crystalline metamorphic.

1. Recharge due to rainfall (Rrb)

(A) Groundwater table fluctuation method:

Ground water recharge from rainfall for the year 2011, which was above average

rainfall for the area, has been calculated by measuring the rise of water level in key

wells of the 343.06964sq.km area of the buffer zone.

The rise of water level indicates the quantity of water percolated to zone of

saturation due to recharge from rainfall. The rise has been varying from 0.5m to

0.65m in alluvium and 0.8 to 2.6m in gneisses and schist. Such a high value of rise in

water level in crystalline metamorphic is due to low fracture porosity of rocks. The

average rise has been found to be 0.55m in alluvium and 1.6m in metamorphic rocks.

Specific yield value of 10% for alluvium and 1.5% for metamorphic will be taken. Out of

total area of buffer zone about 107.6134sq km falls under crop, open land (alluvium).

Recharge due to rainfall in the buffer zone is computed by specific yield water table

fluctuation method as below:

Rr1 = A × S.F ×Sy

For Alluvium = 107.6134 x 0.55 x 0.1

= 5.92mcm/annum

For metamorphic = 235.46 x 1.6 x 0.015

= 5.65 mcm/annum.






Rr1 = 5.92 + 5.65

= 11.57 mcm/annum…………………..(I)

(B) Rainfall infiltration factor method:

The ground water recharge can also roughly estimated by rainfall infiltration

method. The ground water estimation committee, Govt. of India (1997) has

suggested norms of recharge from rainfall under various hydro geological

conditions. The committee has suggested 3 to 10% as the rainfall infiltration factor

for hard rock areas having weathered and fractured granitic gneiss and 10 to 15% for

alluvial areas having sandy soils. At an average level infiltration factor for the area

can be taken as 8%.

Rr2 = area x mean annual rainfall x R.I. factor

= 343.06964 x 1.3 x 0.08

= 35.68mcm/annum……………………… (II)

Ground water recharge calculated by fluctuation method matches well with the rainfall

infiltration method.

2. Recharge due to Applied Irrigation (RIB)

Ground water recharge from the return flow of irrigation water in sandy area is

normally taken as 30% of the total water applied for irrigation as suggested by the

committee. Ground water recharge from above factor is as under.

Alluvium area =3.02 x 0.3=0.91 mcm/annum

and

Metamorphic area =2.71 x 0.3=0.81 mcm/annum

RIB = 0.91+0.81= 1.72mcm/annum......(A)

3. Recharge due to Surface water bodies (SIB)

As per the land use pattern of the buffer zone total area under surface water bodies

work out to be 6.6768Sq.km. As per the GWEC ground water recharge through

surface water bodies can be taken as 40% of the total spread area. Hence Ground

water recharge from the above factors is as under:





6.6768 x 0.4= mcm/annum

SIB = 2.67 mcm/annum……………….(B)

7.3.9.5 Total recharge of BufferZone (rb)

=II+A+B

= 35.68 +1.72+ 2.67

= 40.07 mcm/annum

7.3.9.6 Ground Water draft of the BufferZone

1. Draft due to applied irrigation (DIB)

The ground water draft in the buffer zone takes place mainly by dug well used for

irrigation. There are about 210 dug wells tapping alluvium and 625wells in

metamorphic in buffer zone. These wells are being operated by the cultivators for

irrigation and are operated by diesel engines of 8/5 H.P. for 2 to 4 hours a day

depending on the capacity of well to sustain the pumping. Out of 625 wells of

metamorphic about 565 are being operated by pumps and rest without pump. As

stated earlier discharge of wells in alluvium area is about 120cum/day. Wells of

metamorphic have relative less discharge about 40cum/day for pump-operated wells

and about 20 cum/day for without pump operated wells. The annual draft has been

calculated after considering that these structures will operate only for 120 days in a

year. The annual ground water withdrawal from these wells is as under:

210 x 120 x 120 = 3.02 mcm/annum

565 x 40 x 120 = 2.71 mcm/annum

60 x 20 x 120 = 1.4 mcm/annum

DiB = 3.02 + 2.71 + 1.4

= 7.13 mcm/annum

2. Draft due to domestic use (DIB)

Study area (buffer zone) is the area within 10 km radius of the project site. It

covers 44 v illages of Tehsil- Sihora, District Jabalpur. The total population of the

study area is 77397 (As per the Census of INDIA 2011). Considering 100 litres (0.1 m3)

as domestic consumption in rural and semi urban area (as per GERC Report 1997), the

total water withdrawal for domestic use will be:





DdB = 77397 x 0.1 x 365

= 2.82 mcm/annum

Cattle consumption is assumed to be 10% of the projected domestic consumption; it

comes out to be 0.28 mcm/annum.

7.3.9.7 Total draft of the BufferZone

DTB = DiB+ DdB+ DinB + DcB

=7.13+2.82+0.28

= 10.23 mcm/annum

7.3.9.8 Surplus Dynamic Reserves of the BufferZone

Surplus ground water reserves are those reserves, which are available for utilization

and are expected to recharge every year. These reserves calculations are based on

the rainfall of 2013. Therefore, surplus reserves (Rw) are computed as follows:

RWB = Total Dynamic Reserves - Total ground water draft

RWB = RTB - DTB

RWB = 40.07 – 10.23

RWB= 29.84mcm/annum

At the study year rainfall, total ground water recharge is 40.07 mcm/annum. Total

ground water pumpage is 10.23 mcm, indicating that present stage of ground water

development is approximately 25% of the long term ground water recharge.

Table 60: Summary of Ground Water Balance of Buffer Zone

(in mcm/Year)

A Ground water recharge in 10 km radius area 40.07

1. Recharge from rainfall 35.68

2. Recharge from other source

a. Return flow from Ground water applied for Irrigation 1.72

b. Recharge due to surface water bodies 2.67

Gross recharge 40.07

Net annual ground water availability 40.07

B Ground water Draft 10.23

1. Domestic consumption for the study year 2.82

2. Cattle consumption (10%of domestic Consumption) 0.28





3. Agricultural Requirement (Based on no of tube wells

statistics)

7.13

4. Industrial use NIL

Total ground water draft 10.23

C. Net annual ground water available (A-B) 29.84

D. Percentage of ground water development 25%

E Category of the area for ground water development Non Critical

7.3.10 Aquifer Performance Test

Ground water is a replenish able resource, the quantification of which is of great

importance for drawing up plans for utilization and forms an important aspect in

judging the potentiality of an area in the line of total water requirement. A judicious

exploitation of ground water resources cannot be planned without the basic

knowledge of ground water hydraulics which is used in evaluating aquifer parameters

for predicating total water resources.

Hydraulic parameters of aquifer system are determined by conducting aquifer

performance test at optimum extraction rate on representative tube wells.

Observation during aquifer performance test includes measurement of water levels

and discharge rate. Water levels were measured with the help of water level indicator

and the yield was measured with the help of water meter installed at the outlet

delivery pipe. The effect of pumping was measured in both pumping well at standard

interval for 300min. data collected during the test were subject to analysis by Jacob’s

method to calculate hydraulic parameters of aquifer.

7.3.10.1 Step draw down test

A step draw down test is one in which the discharge rate is changed in controlled

stages. The discharge rate is maintained at a constant value within the stage. The test

is generally carried out in three steps. Drawdown measurements are taken

throughout the test with each step and maximum drawdown of the well is recorded.

The data obtained from the test are utilized in working out long duration pumping

rate based on the characteristics determined as a result of test. The pumping well

was subjected to step drawdown test in 2 stages of 200 min. each with the help of





multistage 12.5 Hp submersible pump and control valve. The data recorded during

step drawdown test gave constant rate as 250m3/day.

7.3.10.2 Aquifer performance test data

Depth of tube well = 120m.

Diameter of tube well = 200mm

Static water level = 18.9m.

Yield = 12,000 Lit/hr.

Table 61: Drawdown and Recovery of Bore well

S.

No.

Pumping Period Recovery Period

Time since

pumping

started (min)

Water

level

(m)

Draw

Down

(m)

Time

Water

level

(m)

Time

1 1 18.9 0 301 27.5 8.6

2 2 19 0.1 305 27 8.1

3 3 19.5 0.6 310 26.2 7.3 4 4 19.8 0.9 315 25 6.1

5 5 20 1.1 320 24.2 5.3 6 6 22.2 3.3 325 23 4.1

7 7 22.5 3.6 330 22.1 3.2 8 8 22.8 3.9 360 21.3 2.4

9 9 23 4.1 380 20 1.1 10 10 23.4 4.5 400 19.5 0.6 11 15 23.9 5 420 19.3 0.4 12 20 24.4 5.5 460 19.2 0.3 13 30 24.8 5.9 480 19 0.1 14 40 25.1 6.2 500 18.9 0

15 50 25.4 6.5 16 60 25.8 6.9 17 70 26.2 7.3 18 80 26.4 7.5 19 90 26.6 7.7 20 100 26.9 8 21 150 27.2 8.3 22 200 27.3 8.4 23 250 27.4 8.5 24 300 27.5 8.6




Figure 44: Drawdown & Recovery Vs Time Curve

7.3.10.3 Hydraulic Parameters

1. Transmissivity

Transmissivity of the aquifer is determined based on Jacob’s straight line method,

which present good empirical technique to arrive at most useful hydraulic parameter

for the aquifer using second segment of time residual drawdown curve spread over

one log cycle.

T = 2.3 Q/ 4πΔs

Where,

T = Transmissivity of aquifer in m2/day

Q= optimum yield at which test was carried out = 250 m3/day

S= residual drawdown intercept for one log cycle = 5.9m

= (2.3 x 250)/ (4 x3.14 x 5.9)

= 7.7 m2/day





2. Hydraulic Conductivity

This parameter is defined as rate of flow of water through one meter thickness of

aquifer from unit cross sectional area. It is determined by the formula:

K = T/b

Where,

T= Transmissivity of the aquifer = 7.7 m2/day

b= saturated thickness of the tested well = 8m (As per drilling)

K = 7.7/8

= 0.96 m/day

K = 0.96 m/day

7.3.11 Artificial Ground Water Recharge

7.3.11.1 Need for Articial Ground Water Recharge

To minimize the effect on ground water status, it is necessary that ground water

storage of the area must be augmented by rainwater harvesting so that the existence

of industry does not adversely affect the ultimate ground water status.

7.3.11.2 Nature of Problem

Rainfall is only source of water in the area; rainfall and evapotranspiration are two

major factors controlling the quantum of rainwater available for recharge. This area

receives about 85% of the total rainfall from south-west monsoon. The south west

monsoon extends from the middle of June to end of September. The district receives

50% of the rainfall during July and August month of the year. Thus, not only the total

rainfall but also its availability is confined to some percentage during which entire

water resources planning has to be done.

The other important factors controlling the natural recharge to ground water are

rainfall intensity, hydrogeology & depth of water level. It is observed that majority of

rainfall occurs in 3-5 major storms lasting only a few hours. Natural recharge to

ground water is further restricted due to impervious hard strata. Some of water,

which infiltrates during rainy period, is entrapped in the soil due to siltation resulting

slow percolation rate for recharging the ground water level. This water is ultimately

lost due to potential evapo-transpiration. Thus, any artificial recharge by indirect





techniques should be such that most of the water stored on surface is put to ground

water within the shortest possible time to avoid losses.

As indicated earlier, hydro-geologically the area is composed of sandy, clay and for

artificial ground water recharge; open wells will be most feasible recharge

techniques. This will help in augmenting the groundwater storage around the tube

wells and open wells so that they can sustain in long term.

7.3.11.3 Methods of rainwater harvesting system

Following methods shall carry out for the rainwater harvesting:

1. Indirect rainwater Harvesting

Rainwater runoff available from the rooftop, paved and open land shall be used for

direct recharge to groundwater aquifer by constructing Recharge wells with desilting

and filter pits.

2. Direct rainwater Harvesting

Available Rainwater runoff shall be used for industrial purpose.

(A) Rooftop rainwater runoff: -

The industrial roofs are of RCC finished with cement sand mortar. Most of the water

can be collected with roof drains hence 85% rainwater can be available. About 15% of

water is lost in evaporation etc. The water is collected through rainwater drains from

rooftop. The roof should be finished to avoid percolation and should be cleaned every

year before rains. The roof top rainwater & surface runoff rainwater shall be collected

through existing rainwater drains

(B)Surface Runoff of Rainwater

The subsurface reservoirs are technically feasible alternative for storing surplus

monsoon runoff. Wide spectrums of techniques are in vogue to recharge ground

water reservoir. The artificial recharge techniques vary widely depending upon hydro

geological studies of the area. The detailed hydro geological studies were carried out

and it was found that water table of area is approximately 5.1-8.4m during study

period.

The maximum rate at which water can enter the soil at particular point depends upon

infiltration capacity. The infiltration capacity depends upon soil type, moisture

content, organic matter, vegetative cover, season, air entrapment, etc. The





infiltration and percolation capacity are closely related. The infiltration takes place

due to gravity but capillary forces divert gravity water.

The infiltration capacity of land formation is not suitable for surface percolation

system hence for recharge of ground water reservoir through injection well system is

proposed. This system will improve both quality & quantity of water.

Runoff coefficient for gently sloping open land area of Jaitarancan is taken as 15%.

Similarly for cemented area it has been taken as 70% and for Rooftop area it can be

taken as 85%.

Average runoff coefficient taken for the area is as under:

1. Average runoff coefficient for rooftop = 85%

2. Average runoff coefficient for Paved area = 70%

3. Average runoff coefficient for open land = 15%

7.3.11.4 Roof rainwater Runoff

The Industry has setup a cement plant and residential area for the staff. This area has

different buildings with RCC and V-shaped roof. To collect water from flat RCC roof,

drain pipes has been proposed. These drain pipes are proposed to connect to main

rainwater collection pipes, provided with collection chambers. In case of V-shaped

roof, rainwater is collected through gutters attached at the end of the roof and these

gutters are connected to rainwater pipes.

Average Rooftop Rainwater Runoff Available:

= A x Rf x Av Rc

Where,

A = Roof top area = 78000 Sq. m

Rf = Rainfall = 1.3mm (average)

Av Rc = Average runoff coefficient = 85%

Average rainwater runoff available

= 78000 x 1.3 x 0.85





= 86190 Cum. ----------------- (I)

7.3.11.5 Open land/Green Belt Area

The total plant area is 127960Sq. m open land is road and cemented area. Taking 15%

as runoff coefficient; the availability of water has been worked out as under:

Average Rainwater Runoff Available from open area:

= A x Rf x Av Rc

Where,

A = Open area = 127960Sq. m

Rf = Rainfall = 1.3 mm (average)

Av Rc = Average runoff coefficient = 15%

Average rainwater runoff available

= 127960 x 1.3 x 0.15

= 24952.2Cum. ----------------- (II)

7.3.11.6 Self Percolation

The Plant is using about 1500 KLD of water; out of which 150 KLD of water is utilized

for the green belt development / plantation. It is known that in normal condition,

about 30% of this water adds to the ground water through self-percolation. Hence,

ground water recharge through self-percolation is as under:

Average water available through self-percolation

= 150 x 0.3 x 300

= 13500Cum. ----------------- (III)

7.3.11.7 Total Rainwater Recharge inside the Industrial Area

= (I) + (II) + (III)

= 86190+24952.2+13500

= 124642.2Cum.





7.3.11.8 Direct Rainwater Harvesting

1. Rooftop,Paved & Green belt area of Plant Premises

124642.2Cum of rainwater runoff will be expected to available at an average rainfall.

Looking into total water requirement (1500Cum/day) required by the industry, it

appears that by doing direct rainwater harvesting by collecting the runoff in surface

reservoir, industry can fulfill its water requirement of 83 days.

2. Available runoff at varing rainfall & utilization working days

Rainwater runoff availability will depend upon the every year rainfall. Looking into

last ten years rainfall data it is evident that area has a maximum rainfall of 1322mm.

For ease of the management available rainwater runoff at varying rainfall has been

calculated and given below:

Table 62: Available runoff at varying rainfall & utilizable working days

S. No. Rainfall

(mm)

Expected available

runoff

Expected Utilizable

days

1. 100 9587 6

2. 200 19174 12

3. 300 28761 19

4. 400 38348 25

5. 500 47935 31

6. 600 57522 38

7. 700 67109 44

8. 800 76696 51

9. 900 86283 57

10. 1000 95870 63

11. 1100 105457 70

12. 1200 115044 76

13. 1300 124631 83

14. 1400 134218 89




Figure 45: Chart showing rainfall, expected runoff available, utilization working days

7.3.12 Precautions

� While carrying out roof top rainwater harvesting & surface runoff utilization works,

following precautions must be taken so that maximum benefits are derived.

� The roof tops of the buildings to be used for collecting rainwater must be cleaned

before the onset of first rainfall so that any dust, leaves, pollutants do not enter the

filtration tank. Grating must be used to trap debris or tree leaves before rainwater

enters the drainpipes.

� A steel wire mesh may be enveloped around the slotted pipe of injection well to

minimize the clogging of slots.

� The filter material must be washed with water before putting in the filtration tank as

these may be covered with silt or clay. Every year, before the onset of first monsoon,

the filter material must be taken out and washed and then put back in the filtration

tank and other recharge structures so that silt/clay deposited during the filtration

process of preceding year is removed and original filtration rate is achieved.





7.3.13 Findings

� Water level in the investigated area ranges between 5.9m to 20.4m in the study area.

. Ground water generally occurs in unconfining conditions and is transmitted through

the fractures, joints and foliation planes.

� The average annual rainfall in the district is 1322.0mm. dug wells and tube wells

capable of yielding 100-500 m3/d for draw downs of 6-10 m.

� The general land slope and drainage in the area is towards west and is approx 1 km

and to south east about 9 km.

� Ground water belongs to three type facies Mg-HCO3, Ca-HCO3 and Ca-Cl. All surface

water is Ca-HCO3. type

� For Core zone total recharge due to rainfall at study year rainfall works out to be

0.034 mcm/annum.

� For buffer zone (10 km radius) total recharge due to rainfall & irrigation return flow at

study year rainfall works out to be 40.07 mcm/annum. Total discharge works out to

be 10.23 mcm/annum & stage of development is 25%. Category of the area for ground

water development non critical.

• Total ground water recharge due to rainwater plane through rooftop and green belt and

Land area, has been to the tune of 124642.2Cum. Industry can full fill its water

requirement of 83days.

7.4 BRIEF NOTE ON REHABILITATION (R & R)

7.4.1 Land Identified for Proposed Project

Gulf Ispat Limited requires land for proposing Integrated Project that is 32.696

hectares. Out of total 2.426 ha is Government Land & rest 30.27 ha is agriculture land.

Project proponent has already acquired 13.09 % of total required land and remaining

86.91% hectare is to be acquired. Private land comes under villages Ghughra (Table no-

63).

Table 63 : Land Details of the Proposed Project

Village Name

Government Land (Ha)

Private Land (Ha) Total Land

(Ha) Acquired Land (Ha)

To be Acquired (Ha)

Ghughra 2.426 4.28 25.99 32.696





7.4.2 Brief details of Project Affected Persons

After demarcating the areas required for proposed plant, Gulf Ispat Limited

conducted census to identify each Khasras, land owners and acreage of land. Details

regarding exact boundaries, rightful owners, and exact acreage were ascertained

from Revenue Department, Sihora Tehsil, Jabalpur by obtaining certified copies of

R.T.C. (Record of Rights in Lands, Tenancy and Crop Particulars). Whole of the private

land (30.27 ha) was identified within the limits of Ghughra village. Identification of

rightful owners and exact acreage was thus completed.

Table 64: Details of Project Affected Persons/Families

Village Name

Private Land (Ha)

Project Affected Persons Project affected

Families Total APs Female APs Widow SC/ST

Ghughra

30.27 18 2 0 14 18

As per census survey the cumulative impacts associated with the land acquisition of 30.27

Ha in the villages of Ghughra will result in affecting about 18 titleholders who are the

owners of the land proposed for the project. Out of the 18 titleholders, 2 of titleholders

are female and 14 PAPs are belonging to vulnerable group (SC/STs). Detail socio-

economic condition & R & R plan is under preparation and will be submitted later.





CHAPTER–VIII: PROJECT BENEFITS

8.0 INTRODUCTION

M/s. Gulf Ispat Ltd. has proposed for the Iron Ore Pelletization Plant (1.2 MTPA) &

Beneficiation Plant (3.0 MTPA) at Village: Ghughra, Tehsil : Sihora, District : Jabalpur,

State : Madhya Pradesh.

As per the New EIA Notification dated 14.09.2006 and its subsequent amendments

the proposed project falls under Category ‘A’ projects, S. No. - (3) – 3 (a).

The company believes in the philosophy of “Serving the society” & ensures to do so for

the proposed project. Development work in the nearby area will be focus mainly on the

following areas:

For the above focus areas, the Company has allocated Rs. 32.5 crore separate budget

for all the CSR activities for the proposed project. The proposed CSR Action Plan &

details of CSR activities to be performed by the company has given below.

Focus Areas

Livilihood

EducationWomen

Enpowerment

Medical Facilities

Social Infrastructu

re





Table 65: Detailed CSR Action Plan

a) Year Wise Financial Budgeting for Focus Apreas

S. No.

Focus Areas Yearwise Funds Proposed (Rs. In Lacs)

Total Amount (Rs. In crore)

2015-16 16-17 17-18 18-19 19-20 20-21 21-22 22-23 23-24 24-25

1. Livelihood Development 40.0

40.0 40.0 30.0 30.0 30.0 30.0 20.0 20.0 20.0 3.0

2. Women Empowerment 80.0

65.0 65.0 50.0 50.0 45.0 35.0 20.0 20.0 20.0 4.50

3. Education 75.0 65.0 65.0 55.0 50.0 45.0 35.0 20.0 20.0 20.0 4.50

4. Medical Facilities 90.0

80.0 70.0 70.0 70.0 50.0 50.0 40.0

40.0 40.0 6.00

5. Social Infrastructures facilities on Community based Development:- Women & Girls (Toiletry)

35.0

25.0

20.0 15.0 15.0 10.0 10.0 10.0 5.0 5.0 1.5

Drinking Water 20.0 20.0 20.0 15.0 15.0 15.0 15.0 10.0 10.0 10.0

1.50

Solar Lights 50.0 40.0 35.0 25.0 25.0 25.0 20.0 10.0 10.0 10.0 2.50

Cleanliness of House & village 30.0 20.0 20.0 20.0 10.0 10.0 10.0 10.0 10.0 10.0

1.50

Village Road Development

30.0 25.0 25.0 20.0 20.0 20.0 20.0 20.0 10.0 10.0 2.0

Development of Community Hall

40.0 40.0 35.0 25.0 25.0 25.0 25.0 15.0 10.0 10.0 2.50

Computer Training for Local Youth

10.0 10.0 5.0 5.0 5.0 5.0 3.0 3.0 2.0 2.0

0.50

Sports & Cultural activities 25.0 20.0 20.0 15.0 15.0 15.0 15.0 10.0 10.0 10.0 1.50





Rain Harvesting for Conservation of Water & Judicious use of water

20.0 10.0

10.0 10.0 10.0 10.0 10.0 10.0 5.0 5.0 1.0

Total 545 460 430 355 340 305 263 198 172 172 32.5

b) Detail CSR Activities in Focus Areas

S. No.

Focus Areas and CSR Activities proposed Total Amount (Rs. In crore)

1. Livelihood Development:-

• Facilitate for self-earning generation of the local people by giving opportunity to local people to render their services as “Service Providers” to the Company for supplying different recurring materials required in the Company including transportation services.

• Skill Development Programme shall be arranged for both local male & female in different fields for job opportunity with lump sum stipend per month.

3.0

2. WOMEN EMPOWERMENT:-

• Vocational training for Literacy up gradation, sewing, and home made hand crafts for self earning & self dependence for sustainable development.

• Providing sewing machines and other hand craft making equipment & accessories.

• Computer learning courses shall be arranged for professional experiences for exploring job opportunity and self sufficiency with self dependence.

4.50

3. Education:- Support shall be extended -

• To provide Copy, Pen & Pencil, Books, Foot balls, Sport Materials & Computer to Schools.

• To provide desk & chairs to Schools.

• Facilitate to Repair & Maintenance of School Buildings.

• Facilitate to arrange Annual Sports & Exhibitions in School.

• Scholarship to meritorious Students.

4.50





4. Medical Facilities: - Mainly Awareness Programme.

• Health check-up camp shall be arranged to School Students & Villagers at regular intervals.

• Eye camp shall be arranged at regular intervals.

• Mother-Child Care & Nutrition Programme camp shall be arranged at regular intervals.

• Family Planning Programme shall be arranged at regular intervals.

6.00

5. Social Infrastructures facilities on Community based Development:- Women & Girls (Toiletry):-

• Toiletry shall be provided in the villages for women and for girls in the school. 1.5

Drinking Water:-

• Bore hole/Tube well shall be installed in the village & school for safe drinking water supply.

1.50 Solar Lights:-

• Solar lights shall be installed in the village community hall and on the roads in the villages.

2.50

Cleanliness of House & village:-

• Cleanliness drive shall be arranged with spraying disinfectants and mosquito smoke spraying at regular intervals.

• Cleanliness Awareness Programme camp shall be arranged to educate the people.

1.50 Village Road Development:- Support to repair & develop Village Internal Roads with Murom / PCC and drain.

2.0 Development of Community Hall:-

• Facilitate to build Community hall by fabricated Steel structure with shed in the private land of willing land owners

• Facilities & environment shall be created at Community hall by providing chairs, caram board, TV set etc.

• Support to develop the existing Play ground for the local people.

2.50

Computer Training for Local Youth:- Computer aided Programme shall be arranged for learners for skill development in Computer application.

0.50

Sports & Cultural activities:-





• Support for organizing Sports, Foot ball matches, Volley ball matches, Badminton matches, Kabbadi Matches, Cricket matches between the different villages.

• Support for Sports to encourage the local youth.

• Support to renovate temple, mosque, church, Gurudwara and organize Pujas & Cultural function to maintain ethical values of the area.

1.50

Rain Harvesting for Conservation of Water & Judicious use of water:-

• Awareness programme shall be conducted for Rain Harvesting & Judicious uses of water.

• Rain Harvesting and water shed development Plan shall be prepared for implementation.

1.0

Total 32.5

8.1 CONCLUSION

GIL is conscious for the overall socio-economic development of the area and is committed to raise the quality of life and

social well being of communities where it operates. Its CSR activities will be prioritized on local needs, which focus on Health,

Education, Infrastructure Development and Environment Conservation. The company proposed 5% of the total project cost (650

Crores) for the upliftment of the area & for the people living nearby. This initiative will definitely bring prosperity among the

resident of the villages where the project will be coming & also in the nearby area.





CHAPTER–IX: ENVIRONMENTAL COST BENEFIT ANALYSIS

9.0 ENVIRONMENTAL COST BENEFIT ANALYSIS

As per New EIA Notification 2006 & its subsequent amendments, this Chapter on the

‘Environmental Cost Benefit Analysis’ is applicable only if is recommended at the Scoping

stage.

However, as per the ToR points issued by MoEF, Delhi vide letter no. J-11011/256/2013-IA-II

(I) dated 13th January, 2014 Environmental Cost Benefit analysis is not desired for the

proposed project and hence has not been prepared.





CHAPTER–X: ENVIRONMENTAL MANAGEMENT PLAN

10.0 INTRODUCTION

Gulf Ispat Ltd. will be committed to comprehensive Environment Management Plan for

environmental protection and conservation for the proposed project.

Based on the evaluation of impacts and baseline conditions, an Environmental

Management Plan (EMP) has been delineated to mitigate the adverse impacts on

environment of the area.

The environmental management plan consists of the set of waste minimization, impact

mitigation, management, monitoring and institutional measures to be taken during

implementation and operation to eliminate adverse environmental impacts or reduce

them to acceptable levels. The present environmental management plan addresses, the

components of environment affected during construction of the project and by the

different operations in the Iron Ore Pelletization, Beneficiation Plant and producer gas

plant.

The objectives of EMP are:

� Overall conservation of environment.

� Minimization of waste generation and pollution.

� Judicious use of natural resources and water.

� Safety, welfare and good health of the work force and populace.

� Ensure effective operation of all control measures.

� Vigilance against probable disasters and accidents.

� Monitoring of cumulative and long time impacts.

� Ensure effective operation of all control measures.

Environmental Management Plan which will be implemented is detailed under the

following heads:

� Air Pollution Management

� Noise Pollution Management





� Water Pollution Management

� Soil Quality Management

� Solid Waste Management

� Energy Conservation

� Greenbelt Development and Plantation Programme

� Socio Economics Environment

� Occupational Health and Safety Measures

10.1 CORPORATE ENVIRONMENTAL POLICY

Gulf Ispat Limited has a well defined Corporate Environmental policy by which the

company is committed to conduct business with strong environmental conscience

towards community, customer & employees. The Corporate Environmental Policy is

enclosed as Annexure II of the draft EIA/EMP Report.

10.2 AIR QUALITY MANAGEMENT

The major pollutants of air from the Proposed Plant will be the Particular matter, SO2 &

NO2 from the stacks and fugitive emissions due to material handling.

10.2.1 Gaseous & Particulate Emissions

There will be generation of Gaseous emissions due to burning of fuel in Pelletization

plant, producer gas plant & due to moving of vehicles for the transportation of Raw

material & to or fro of employees.

Particulate Emissions will be generated from both Pelletization & Beneficiation plant.

In Pelletization Plant, particulate emissions will mainly be generated from kiln, screening

& handling activities whereas in Beneficiation plant PM emissions will mainly be

generated from size reduction (grinding) activities, scrubbing process screening process

etc.

Adequate measures will be taken to reduce the impact & these are as follows:

• Pollution control equipments (ESP / Bag filter) will be installed wherever required &

maintained properly.





• Stack with adequate height will be provided & its emissions will be regularly



• Some of the gases can be recovered & can be used further for energy generation.

• Maintenance of vehicles will be done on regular basis.

• Only those vehicles will be allowed which will be following PUC norms.

• Personal protective equipments like dust mask, ear plugs, helmets etc, will be


• Adequate Green belt/plantation will be developed all around the boundary & within

the plant premises so as to attenuate the gaseous emission impact.

• Regular ambient air monitoring around the plant & nearby villages will be done.

• CPCB Guidelines will be followed.

10.2.2 Fugitive emissions, sources and control technologies

A) Fugitive Emissions

Fugitive emissions are the air pollutants released in the air other than those from stacks

or vents; any chemical or mixture of chemicals, in any physical form, which represents an

unanticipated or spurious leak from anywhere on an industrial site.

Factors that influence emissions

Factors affecting emissions that are common to most operations include the following:

� Moisture content of the material

� Type of material processed

� Type of equipment

� Operating practices employed

B) Fugitive Emissions in proposed plant and its Mitigation Measures

1) Transfer Points :





At the discharge point, dust is emitted due to free fall of product and wind carry

over. To control the dust emission from dropping/transfer points covered belt

conveyors will be provided for raw material transfer to avoid the dust emission.

2) Storage of raw materials

Dust will be generated here due to carryover by wind. However to avoid this,

material will be kept under covered shed. Proper water sprinkling will be done for

dust suppression in open yards & haul roads.

3) Transportation

Movement of heavy trucks/vehicles on the un-metalled road generates substantial

quantity of dust emission. This is due to the presence of dust over the road, which

is carried away by wind. To control the generation of dust, all the roads inside the

premises will be concreted. Regular sweeping of all the roads and floors will be

done by vacuum sweeper & it will be continued in doing so. Water spray through

tankers will be done on bare lands and haul roads. Green belt development along

the road side will trap and minimize the fugitive emission generate from the unit

operation.

4) Material Transfer Points:

Dust generates from all transfer points of conveyors. This will be controlled by

providing bag filters at all transfer points.

Detailed Pollution Control Equipments for Proposed Plant are given in Table no. 62.

Table 66: Proposed Pollution Control Equipments

S. No. Area Proposed

Equipment Quantity/No.

Pelletization Plant

1. Additive Grinding Mill

Bag Filters 1

2. Additive Hoppers Bag Filter 2

3. Mixer Bag Filter 2





4. Main Exaust ESP 2

5. Kiln Inlet Elevator Bag Filter 2

6. Pellet Discharge Bag Filter 2

7. Pellet Transport Bag Filter 2

Beneficiation Plant

1. Ground Hopper Water Spray 2

2. Crushers Bag Filter 2

3. Screens Bag Filter 2

4. Transfer Point Bag Filter 2

5. Day Bins Bag Filter 2

6. Tailing Dewatering Filter Press 7

7. Concentrate Dewatering

Ceramic Disc Filter

7

Source: Pre-feasibility Report

Following measures will be implemented in the plant to control the generation of

fugitive emissions:

a) Enclosures will be provided for unloading operations.

b) Water will be sprayed during unloading of materials.

c) Covered conveyer belt will be used for material transportation.

d) All transfer point locations will be fully enclosed.

e) Bag filters will be provided at all the transfer points as per the requirement.

f) Maintenance of Bag filters:

• Maintenance of the Bag Filter includes replacement of bags, checking the

performance of the Bag Filter, maintenance of ID fans etc.

g) The information on performance of Bag Filter in relation to the process/ production

conditions will be collected to optimize the efficiency of Bag Filters.





H) All the roads inside the premises will be concreted.

i) Regular cleaning of roads and Unit area by vacuum cleaning machine will be done.

j) Fines collected from air pollution control equipment will totally be used in the

pellet plant.

k) Dense green belt within the premises and along the roads to control the fugitive

emission from vehicular movement.

10.2.3 Storage of materials

Proper storage facilities will be established for Raw material Storage in the Plant. These

are as given in table below.

Table 67 : Proposed Storage Facilities of materials

S.No. Type of material Proposed Storage Facility Storage Capacity (Tonne))

1. Iron Ore Fines Covered Shed & Open

Yard 250000

2. Coke Breeze Covered shed 1000

3. Bentonite Covered shed 1000

4. Limestone Covered shed 1000

5. Coal Covered Shed 12000

6. FO/LDO in K Ltr. Tank 100 KL


10.3 NOISE MANAGEMENT

Noise in the plant will be generated from various sources mainly due to running

equipments like ID-fans, crushers, compressors, Ball mill etc. Other than this noise can be

generated from other ancillary activities and movements of vehicles on roads, highways

etc.

Exposure to such high noise level to workers for long duration may lead to certain

occupational diseases. To control the high noise level, following steps will be adopted.





� Proper noise abatement measures will be taken and persons working just close to

machine and machine operators will be provided with personal protective

equipment viz. Ear plugs / Ear muffs etc. for further protection.

� Various measures proposed to reduce noise pollution likewise reduction of noise at

source, provision of acoustic lagging for the equipment & suction side silencers,




� Properly insulated enclosures will be provided to equipments making excessive

noise.


materials.

� Improved silencers are provided in the machineries generating high noise.


� Regular monitoring of noise level will be carried out and corrective measures in


10.4 WATER MANAGEMENT

Water requirement for the existing Unit is 1500 KLD which will be sourced from Hiren

River & ground water.

There will not be any effluent generation outside the plant as the plant will work on Zero

discharge principle & hence there will not be any adverse impact on the water quality.


� Domestic waste water generated from office area & canteen will be treated in STP.



� Rain water harvesting system will be provided for storm water drains and rooftop.





10.5 IMPACT ON SOIL QUALITY & MITIGATION MEASURES

During construction phase there will be some temporary & localized changes in the soil

due to removal of topsoil to some extent.

During operational phase following changes will occur if proper care is not taken:

i) Changes in soil texture due to settling of air borne dust or due to wash off of solid

particulates by surface water. This will lead to change in porosity, permeability & other

physical characteristic of soil of the area.

ii) Changes in soil chemistry due to addition of foreign material from polluted air &

water due to plant activities in the area & also due to disposal of solid waste (Sludge,

Ash, tar etc.)


• Pollution control equipments (ESP / Bag filter) will be installed wherever required &


• Stack with adequate height will be provided & its emissions will be regularly



• Domestic waste water generated from office area & canteen will be treated in STP.

• Solid Waste from different units will be disposed off by proper mean.

10.6 SOLID WASTE MANAGEMENT


Beneficiation Plant




abandoned mines (certified) with

permission of competent authority.





� Also the sludge from the proposed STP will be reused in Green Belt development &



10.6.1 Hazardous Waste Management

Used oil will be generated as and when lubricating oil will be changed from the various

gearboxes. It will be mainly disposed off as per the following:

� Reuse in lubrication of other equipment exposed to dust/raw material where the

used oil gets consumed.

� Transaction with those waste oil reprocessing units which are registered with the

Ministry of Environment and Forests and have further authorization from the State

Pollution Control Board under Hazardous Waste (Management and Handling) Rules

for using waste oil for manufacturing lubrication oil.

10.7 CONCEPT OF WASTE MINIMIZATION, 2R’S (REUSE AND RECYCLE TECHNIQUES), ENERGY AND

NATURAL RESOURCE CONSERVATION MEASURES

10.7.1 Waste Minimization - 2R’s

10.7.1.1 Reuse

Waste generated from construction activity will be utilized in leveling of land.

10.7.1.2 Recycle

Fines collected in Dust control equipments (ESP’s/Bag filter) will be recycled back in

pellet plant.

Pelletization Plant


Fines collected from

ESP/Bag Filters

0.03 Will be used in pellet Plant

along with concentrate

Ash from Coal Gas

Producer

0.03 Will be used in brick and road

making





Sludge from the STP will be recycled in Green Belt Development & for plantation

purpose.

10.7.2 Energy Conservation

Manufacturing of Pellets & Beneficiation process is an energy-intensive process.

The following measures will be followed by GIL for reduction in specific energy

consumption:

� Installation of energy efficient lightings & energy saving light fittings

� Installing low watt tube lights

� Procurement of energy efficient machineries

� Minimizing idle running of vehicle , machines and electrical appliances

� Optimizing loads and periodic preventive maintenance and lubrication

� Prevention of leakages of compressed air

� Periodic energy audits

� Training, awareness and motivational programmes.

10.7.3 Natural Resource Conservation

� Rain water harvesting system will be installed to conserve water and to replenish

ground water resources of the area for long term sustenance of the industry.

� Iron Ore beneficiation and resource conservation by setting up of the project itself

� Reuse of Dust collected by the dust collectors (Bag Filters, ESP’s) in the Pellet Plant

along with concentrate.

� Reclamation of abandoned mines – abandoned mines in the vicinity shall be

explored and suitable waste can be diposed in the same. These mines will be

reclaimed in the later stages which will ultimately help with waste disposal and land

reclamation purposes; in addition to adding to the green cover of the area.





10.8 GREEN BELT/PLANTATION DEVELOPMENT

Out of the total project area i.e. 32.696 ha,10.899 ha area (33% of the total plant area)will

be developed as green belt/plantation all around the plant boundary, roadside, office ,

building & stretches open are within the premises.

Local plant species will be preferred as per the CPCB guidelines in consultation with Local

Forest Department.

A green belt of tree plantation around the project site of Gulf Ispat Ltd. will helps to

arrest the particulate matter & control the noise emissions in the area and hence

attenuate the pollution to a great extent.

The following characteristics will be taken into consideration while selecting plant

species for green belt development and tree plantation.

I. They should be fast growing and tall trees.

II. They should be perennial and evergreen.

III. They should have thick canopy cover.

IV. The planting should be in appropriate alternate rows around the site to prevent

lateral pollution dispersion.

V. The trees should maintain regional ecological balance and conform to soil and

hydrological conditions. Indigenous species should be preferred.

10.8.1 Proposed Plantation Scheme

Out of the total area i.e. 32.696 ha, the Company will be developing green belt/plantation

in an area of around 10.899 ha (~33 %). Given Below are the Action plan for the proposed

Green belt development & details of Proposed Plant species that will be grown at the

site.

Table 68: Proposed Action plan for Greenbelt Development

Financial Year No. of Saplings

Proposed To be Planted

Greenbelt Area To Be

Developed (in ha)

1. 1st Year 4,850 2.850





2. 2nd Year 4,500 2.485

3. 3rd Year 4,100 2.023

4. 4th Year 4,100 2.023

5. 5th Year 2,550 1.518

Total Plantation/Greenbelt Development Area 10.899

Plantations shall be done with 2000 trees per ha.

Table 69: Proposed Plant species to be developed in & around the project site

S. No. Plant Species Botanical Name

1. Sagaun (Teak) Tectona grandis

2. Peepal Ficus religiosa

3. Banyan Ficus benghalensis

4. Ashok Polyalthia longifolia

5. Kadamb Neolamarckia cadamba

6. Aam Mangifera indica

7. Sheesam Dalbergia sissoo

8. Semal Salmalia malabarica

9. Neem Azadirachta indica

10. Palas Butea frondosa

11. Mohua Madhnea lati folia

12. Arjun Terminalia arjuna

13. Amla Phyllanthus emblica

10.8.2 General Guidelines for Green Belt Development

Following guidelines will be followed for the Green Belt Development Plan in the

proposed plant.

1) All the barren areas will be vegetated. Soil and other environment are very

encouraging and the expected growth rate would be more than 90%. Saplings will





be purchased from the local Forest Department and plantation preparations will be

taken up before every monsoon. Suitable people having track record in such a field

are entrusted with the nursery job and plantation after care as well.

2) Trees growing to a height of 5m or more would be planted.

3) Plantation of trees should be undertaken in around the area in alternating rows to

prevent horizontal pollution dispersion.

4) Trees would be planted along roadsides, to arrest auto-exhaust and noise pollution,

and in such a way that there is no direct line of sight to the installation when

viewed from a point outside the foliage perimeter.

5) Since tree trunks are normally devoid of foliage (upto 3 m), it should be appropriate

to have shrubbery in form of such trees to give coverage to this portion.

6) Fast growing trees with thick perennial foliage would be grown, as it will take many

years for trees to grow to their full height.

In order to facilitate proper growth of vegetation, proper measures involving preparation

of seedbed with suitable amount of fertilizers and treatment with mulches will be taken.

Vegetation covers in and around the plant workings generally helps in:

� Stabilizing erodible slopes to minimize pollution.

� Control of dust.

� Enhancement of aesthetic value.

� Maximizing evapo -transpiration, which helps minimizing run off.

� Reducing noise.

Characters of plants considered necessary for effecting absorption of pollutants gases &

removal of dust particles are as follows:

For absorption of gases:

1. Tolerance towards pollutants.

2. Longer duration of foliage

3. Freely exposed foliage, through





a. Adequate height of crown

b. Openness of foliage in canopy

c. Big leaves (long & broad laminar surfaces)

d. Large number of stomatal apertures

e. Stomata well-exposed (in level with the general epidermal surface)

Plantation to absorb Sulphur dioxide (SO2 Emissions)

It is found that about, 500-m2 greenery detoxifies the 70% of the SO2; from the

atmosphere, which acts as a pollutant. The following plants are suggested for

plantation to absorb SO2 in the air:

� Alstonia scholaris

� Mimusops elengi

� Albizia lebbeck

� Ficus religiosa

� Poloyalthia longifolia

� Terminalia arjuna

� Azadirachta indica

� Melia azedarach

For removal of suspended particulate matter:

1. Height & spread of crown

2. Leaves supported on firm petioles

3. Abundance of surface on bark & foliage, through

a. Roughness of bark

b. Epidermal outgrowths on petioles

c. Abundance of axillary hairs

d. Hairs or scales on laminar surfaces

e. Stomata protected

The following species are suggested to arrest the dust pollution:






� Cassia fistula

� Bauhinia purpurea

� Cassia siamea

� Polyalthia longifolia

� Ficus religiosea

� Butea monosperma

� Tamarindus indica

� Melia azedarach


COMPARISON OF DUST COLLECTION CAPACITIES OF VARIOUS SPECIES

S. No. Name of the Trees Dust Collected gram/m' of Leaf Surface

1. Tectona grandis 5.35

2. Shorea robusta 4.50

3. Terminalia arjuna 4.49

4. Bauhinia purpurea 3.90

5. Butea monosperma 3.05

6. Azadirachta indica 2.92

7. Cassia fistula 2.24

8. Tamarindus indica 2.08

9. Ficus religiosa 1.45

Plantation to Reduce Noise Pollution

Trees having thick and fleshy leaves with petioles flexible and capacity to withstand

vibration are suitable. Heavier branches and trunk of the trees also deflect or refract the

sound waves. The density, height and width are critical factors in designing an adequate

noise screen plantation. Combination of trees and shrubs together with suitable

landforms and design appears to be the best system for combating noise pollution. In

general, more than 65 decibels noise produced from factory is unhealthy to living world.

The following species are suggested to reduce noise pollution:






� Azadirachta indica

� Melia azedarach

� Butea monosperma

� Grevillea ptehdifolia

� Grevillea robusta

� Tamarindus indica


Plantation along Roads and Housing Sites


� Lagerstroemia flosreginae

� Mimusops elengi

� Cassia fistula

� Bauhinia purpurea

� Grevillea ptehdifolia

� Pongamia pinnata

� Polyalthia longifolia

� Peltoferrum ferrugineum

� Cassia siamea

� Melia azedarach

� Delonix regia

� Anthocephalus cadamba

� Michelia champaca

� Cassia siamea

� Others (Ornamental plants)

10.9 SOCIO ECONOMICS ENVIRONMENT

M/s. Gulf Ispat Ltd. will undertaking the social upliftment practices in the area around the

project site & they will achieve the same through community development in various

ways as under:





� Livilihood

� Education Promotion Programmes

� Women Empowerment

� Medical Facilities

� Social Infrastructures Development

� Other Social Services

The company has proposed Rs 32.5 crores for the various CSR activities.

10.10 OCCUPATIONAL HEALTH AND SAFETY MEASURES

The Company is fully conscious of Health & safety of its employees & of persons in

surrounding localities.

They will take Safety, Health & Environment into account in all business decisions &

activities.

10.10.1 Safety Plan for Occupational Health Hazards:

The health of workers can be protected by adopting the following measures:

� Proper designing of building & work area.

� Good Housekeeping practices.

� Well engineered ventilation & exhaust system.

� Enclosure/ isolation of specific areas.

� Enforcement of usage of Personal Protective Devices.

� Regular Work Environment Monitoring.

� Signboard will be provided at unsafe area.

� Statistical Monitoring.

� Working hours & job rotation of employees in specific areas to avoid continuous

exposure.

� Occupational health awareness program by the medical officer/safety officer/

environment officer of the company for Employees and Contract Workmen.

� Risk assessment & imparting occupational health training.





10.10.2 Plan of pre-placement and periodical health status of workers

Pre employment check up will be made mandatory and following tests will be conducted:

� Plan of evaluation of health of workers.

� Chest x rays.

� Audiometry.

� Spirometry.

� Vision testing (Far & Near vision, color vision and any other ocular defect).

� ECG.

� Haemogram (examination of the blood).

� Urine (Routine and Microscopic).

� Complete physical examination.

� Medical records of each employee will be maintained separately and will be

updated as per finding during monitoring.

� Medical records of the employee at the end of his / her term will be updated.

10.10.3 Occupational Health Surveillance Programme:

Routine investigation Special investigation Frequency

Physical checkup, Blood

and Urine etc.

X-Ray

Audiometry

Spirometry

Vision Test

Sputum Analysis

Auto Analyzer

• Occupational Health Survey of the

employees will be carried out at

regular intervals

• Medical records of each employee

will be maintained separately and

will be updated from time to time

The occupational health surveillance of the employee will be done on a regular basis and

records of the same will be maintained as per the Factories Act, 1948. The occupational

health surveillance programme will include lung function; sputum analysis and





audiometric analysis on regular basis to observe any contraction due to exposure to dust

and noise and corrective measures will be taken accordingly.

Vocational training programmes will also be conducted. Under vocational training the

workers will be given training related to all safety and health aspects pertaining to their

vocation and thereafter every quarter special training courses/ Awareness programme

for Malaria eradication, HIV and health effects on exposure to dust, noise and chemicals

will be organized for employed person.

10.10.4 Medical Facilities

Necessary care will be taken to provide medical aids to the workers and villagers around

the project site. Necessary first aid facilities will be made available at plant and will also

be extended to the surrounding communities.

10.10.5 First Aid Boxes

First aid boxes will be provided at prominent places with following items:

� Small size sterilized dressing.

� Medium size sterilized dressing.

� Large size sterilized dressing.

� Burnol Ointment.

� Packets of sterilized cotton wool.

� Bottle (120 ml) of cetramide solution (1%) or suitable antiseptic solution.

� Mercurochrome solution (in 2% water).

� Scissors.

� Adhesive plaster (2cm x 1 m).

� Sterilized eye pads in separate sealed packets.

� Aspirin tablets.

� Potassium Permanganate crystals.

First aid boxes will be kept in every department for emergency. Re-filling will be

responsibility of concern head of department to keep first aid box usable. First aid

training will be organized for the employees.





10.10.6 Safety Committee

A safety committee will be formed and manned by equal participation from management

and workers with the following functions:

a) Accident prevention and control including ensuring the use of safety appliances and

PPE.

b) Publicity, propaganda, education and training related to safety and health.

c) Assisting and cooperating with the management in achieving the aims and objectives

outlined in the “Health and Safety Policy” of the occupier.

d) Carrying out safety surveys for identifying unsafe working condition/practices, which

can cause accident.

10.11 VEHICULAR POLLUTION CONTROL

Vehicle emissions are responsible for 70% of the country’s air pollution. Various laws in

this regard have been laid out by the government. Air pollution from vehicle exhaust and

industry is a worsening problem for India. Exhaust from vehicles has increased eight-fold

over levels of twenty years ago; industrial pollution has risen four times over the same

period. The economy has grown two and a half times over the past two decades but

pollution control.

GIL will take care of all the measures to take up the vehicular pollution control in addition

to the pollution from the plant processes. All the vehicles shall be kept environmentally

compliant. The details are as below:

Vehicular pollution control measures:

1. Inspection and maintainance (I&M) programme for vehicles: The first and most

important step towards emission control for the large in-use fleet of vehicles is the

formulation of an inspection and maintenance system. It is possible to reduce 30-

40% pollution loads generated by vehicles through proper periodical inspections

and maintenance of vehicles. It should include testing of various elements of

safety, road worthiness and compliance to pollution norms. Renewal of permits

and registration.





2. Emission norms: emission norms for all categories of petrol and diesel vehicles

should be followed. Bharat stage emission standards are emission standards

instituted by Government of India to regulate the output of air pollutants from

internal combustion engine equipments, including motor vehicles. The standards

and the timeline for implementation are set by the Central Pollution Control Board

under the MoEF. Following guidelines shall be followed.

Table 70: Emission Standards for Vehicles

Emission norms for Heavy Diesel vehicles

Norms CO( g/kmhr) HC (g/kmhr) NOx (g/kmhr) PM(g/kwhr)

Bharat Stage-III 2.1 1.6 5.0 0.10

Emission Norms for 2/3 wheeler

Norms CO( g/km) HC+ NOx)(g/km)

Bharat stage-II 1.6 1.5

Bharat Stage-III 1.0 1.0

Source: CPCB

3. Appropriate Fuel

� Diesel with lower sulphur content should be used.

� Pre-mixed fuels (petrol and oil mixture) for use of two stroke vehicles.

4. Periodical Checking of Vehicles

Vehicles shall be check internally or outsourced for the safety check as per the

guidelines and the below mentioned checklist. Corrective measures shall be taken

for the ‘Unfit vehicles’.

Table 71 : Vehicle Check sheet for Fitness Certificate

S.

No.

Particular Checks

1. Tyres Cut, deformation, thread ease wear

2. Steering Gear backlash, kingpin, stub axle, steering freeplay

3. Engine Noise level 85 dB





4. Suspension Leafspring position, clamping, shock absorber,

bushes,shackle, centre bolt

5. Horn Electrical, bulb, pressure horn

6. Brake Total brake effort > 45%, stopping distance at 30 kmph < 13

mtrs, parking brake,

brake oil leakage

7. Lamps/signals Headlamps, parking, turn signal, top lights, reflectors

8. Embossing of

chassis

Chassis & engine no. identification plate, month & year of

mfg.

9. Speedometer Functioning, speed governors

10. Painting As per Act and rules

11. Wiper Wiper fitment & functioning

12. Body Seating, mudguard, emergency gate, window size, glasses,

floor, etc.

13. Electrical Insulations, switches, doom light, spark arrester

14. Finishing Riveting, welding, bonnet, crankcase cover, etc.

15. Road Test Clutch, transmission, axels & performance

16. Others As per specifications

5. Management Measures

� Traffic shall be minimized inside & outside the premises

• Adequate inspection & maintenance facilities

• Older vehicles shall be timely replaced

• Keep a check on adulteration of fuel

• Proper traffic management system

• Concretization of roads

• Development of Green belt and plantation around roads & plant periphery as a

mitigative measure.

• Awareness programmes in the plant and nearby villages.

10.12 CONCLUSION

From the aforesaid discussion it is safe to say that the proposed project will not likely to

cause any significant impact on the ecology of the area, as adequate preventive





measures will be adopted to contain the various pollutants within permissible limits.

Adequate Green belt/plantation will be developed around the plant boundary & also

within the plant premises so as to attenuate the pollutants that will be released from the

project activities.





CHAPTER–XI: SUMMARY AND CONCLUSION

11.0 PROJECT DESCRIPTION

M/s. Gulf Ispat Limited has proposed for an Iron Ore Pelletization plant (1.2 MTPA) Iron

Ore Beneficiation plant (3.0 MTPA) & Producer Gas Plant (2 x 25000 Nm3/hr) at Village-

Ghughra, Tehsil- Sihora, District: Jabalpur, (Madhya Pradesh).

As per the New EIA Notification dated 14th September 2006 and its subsequent

amendments the proposed project falls under Category “A” Project & S.No. 3 -3(a).

11.1 JUSTIFICATION FOR THE PROJECT

The following points show the justification for the implementation of the proposed

project:

� Emissions from the proposed project will be maintained (<50 mg/Nm3), as per

guidelines.

� CPCB guidelines for fugitive emissions will be followed.

� No forest land is involved.

� No court case/ litigation are pending against the project.

� There is no Wild life Sanctuaries, National Parks, Tiger Reserve and Biosphere

Reserve within 10 km radius area.

� No National Park, Biosphere Reserve, Wild Life Sanctuary, Reserve Forest within

the study area (10 km radius ).

� There will not be any kind of major pollution due to the project activity, as the

project will be implemented with environment friendly technology.

� No industrial effluent will be generated from the plant premises.

� Solid waste so generated will be disposed off via proper mean.

� Better maintenance and installation of proper pollution control equipment like

ESP/Bag filters/ will be installed which will help in reducing gaseous as well as dust

emissions.





� Proper sound-proof enclosures for equipments and earmuffs/earplugs for

operators will be provided.

� Income generation programmes and educational facilities will be provided to build

better and sustainable way of life.

� GIL will render its support to the women empowerment by providing many

occupational training to them for their upliftment & will continuing to do so.

11.2 DETAILS OF THE PROJECT

S. No. PARTICULARS DETAILS

A. Nature and Size of the Project Proposed Iron Ore Pelletization Plant (1.2 MTPA)

Iron Ore Beneficiation Plant (3.0 MTPA) &

Producer Gas Plant (2 x 25000 Nm3/hr) at village:

Ghughra, Tehsil: Sihora, District: Jabalpur, State:

Madhya Pradesh.

B. Location Details

1. Village Ghughra

2. Tehsil Sihora



5. Latitude 23° 29’ 27.6” N to 23° 29’ 45.5” N

Longitude 80° 11’ 09.3” E to 80° 11’ 46.5” E

C. Land Details

1.

Total Project Area


Govt. Land

(Grazing Land)

2.426

Private Land

(Fallow Land)

30.27

Forest Land NIL


2. Green Belt Area

10.899 ha

D. Environmental Settings

1. Nearest National Highway / State

Highway

NH-7 (5.8 km in NW )

SH-51 (6.0 km in NW)

2. Nearest Railway Station Dundi Railway Station (6.5 km in NNW)





3. Nearest City Panagar city (29.68 km in SW)

4. Nearest Airport Jabalpur Airport (75 km in SW)

5. Wild Life Sanctuaries , National Parks,

Tiger reserve, Biosphere Reserve

,Elephant corridor etc. within 10 Km

radius

No Wild Life Sanctuary, National Park, Tiger

Reserve, Biosphere Reserve, Elephant corridor

etc. falling within the 10 Km radius study area.

6. Reserved / Protected Forest etc.

within 10 km radius

• Dhamwahd RF (1.0 km in NNE)

• Hargarh RF (1.8 km in West)

• Amoch RF (9.0 km in NNW)

7. Nearest Water Body/sea coast • Heran River at (1.0 km in SSE),

• Balkund Nadi (0.5 km in SE),

• Silipuri Nala (4.0 km in ENE)

• Barne Nadi at (9.0 km in SW)

8. Seismic Zone Zone – III (as per IS: 1893 {Part-1} :2002)

9. Archaeological site Important Place

within 10 km radius

None, within 10 km radius area of Project site.

E. Cost Details

1. Project Cost Rs. 650 Crores

2. Environmental Protection Cost Capital Cost: Rs. 20 Crores

Recurring Cost: Rs. 200 Lacs/annum

Source: Prefeasibility & Site Visit Report

11.3 ENVIRONMENT MANAGEMENT PLAN

11.3.1 Air Pollution Control

The Pollutants releases from the proposed plant will be Gaseous as well as Dust emission

and to control the level of emission following measures will be adopted:

� Pollution control equipments (ESP / Bag filter) will be installed wherever required &






� Covered conveyor belt will be used for transportation of raw material & fuel.






� Water spraying will be provided around raw material handling area, at the stockyard

and on the haul roads for dust suppression.

� All the roads within the plant premises will be concreted and regular sweeping will be

done.





� Adequate Green belt/plantation will be developed all around the boundary & within

the plant premises so as to attenuate the gaseous emission impact.


� CPCB Guidelines will be followed.

11.3.2 Noise Management

To maintain the noise level well within the prescribed limit inside the plant (85 dB (A))

and at the plant boundary (day time 75 dB (A) and Night Time 70 dB (A)) the following

measures will be taken:-

Apart from the above following actions will be taken:

� Various measures proposed to reduce noise pollution include reduction of noise at

source, provision of acoustic lagging for the equipment & suction side silencers,


� Proper maintenance, oiling & greasing of machines is being done at regular

intervals to reduce generation of noise.


materials.







� Regular monitoring of noise level is carried out and corrective measures in


11.3.3 Water Management

There will not be any effluent generation outside the plant as the plant will work on Zero

discharge principle & hence there will not be any adverse impact on the water quality.


� Domestic waste water generated from office area & canteen will be treated in STP.



� Rain water harvesting system will be provided for storm water drains & rooftops.

11.3.4 Solid Waste Management


Beneficiation Plant



and balance of tailings if any will be filled in abandoned mines (certified) with permission of competent authority.

� Also the sludge from the proposed STP will be reused in Green Belt development &



Pelletization Plant


Fines collected from ESP/Bag Filters

0.03 Will be used in pellet Plant along with concentrate

Ash from Coal Gas Producer

0.03 Will be used in brick and road making





11.3.5 Hazardous Waste Generation

Used oil will be generated as and when lubricating oil will be changed from the various

gearboxes. It will be mainly disposed off as per the following:

� Reuse in lubrication of other equipment exposed to dust/raw material where the

used oil gets consumed.

� Transaction with those waste oil reprocessing units which are registered with the

Ministry of Environment and Forests and have further authorization from the State

Pollution Control Board under Hazardous Waste (Management and Handling) Rules

for using waste oil for manufacturing lubrication oil.

11.3.6 Greenbelt Development

� Out of the total project area i.e. 32.696 ha,10.899 ha area (33% of the total plant

area)will be developed as green belt/plantation all around the plant boundary,

roadside, office , building & stretches open are within the premises.

� Plantation will be done all along the plant boundary & along the internal road.

� A thick greenbelt all along the roads, colony and plant will be developed under

afforestation programme.

� 80% survival rates will be maintained with all possible efforts.

� The trees will be planted at suitable grid spacing to encourage proper growth.

� The dead plants will be replaced by fresh plant.

11.4 CONCLUSION

From the EIA study conducted it is safe to say that the proposed project will not likely to

have any significant negative impact on the environment of the area since all adequate

measures have been taken to mitigate the impacts. Instead the company will bring about

the development in the society by providing livelihood to the surrounding area.





CHAPTER–XII: DISCLOSURE OF CONSULTANTS ENGAGED

12.0 DISCLOSURE OF CONSULTANTS ENGAGED

J.M. EnviroNet Pvt. Ltd. (JMEPL), one of the companies of JM Group, was established in

the year 1993. ‘JM’ in the name of the Company is derived from the name of ‘Lord Shiva’ -

the Temple of ‘Jharkhand Mahadev’ (JM). The Temple is located at Queens Road, Vaishali

Nagar, Jaipur.

The Registered office of JMEPL is at 7-CH-10, Jawahar Nagar, Jaipur. Its Delhi-NCR

Corporate office is at SCO-16, Sector 10A, Gurgaon (Haryana).

J.M. EnviroNet Pvt. Ltd. is accredited with ISO-9001: 2008 for EIA Division. EIA Division is

also approved by National Accreditation Board for Education & Training (NABET)

formerly NRBPT (Quality Council of India), Certificate no. NABET/EIA/1013/002 dated 17th

May 2010.

J.M. EnviroNet Pvt. Ltd. is listed at serial no. “84” of the List of Accredited EIA Consultant

Organization displayed on MoEF website

(http://www.qcin.org/nabet/EIA/documents/Accredited%20consultants.pdf), updated as

on 5th May, 2014.

JMEPL is offering Environmental Consultancy Services in various sectors viz Industrial

Projects / Chemical Industries / Cement Plants / Thermal Power Plants / Mining. Projects/

Coal Washery Project/ Real Estate Projects / Distilleries / Steel Plants/Chemical

Fertilizers/Mineral Beneficiation etc.

In the Mining sector, JMEPL is covering mines of minerals viz. Limestone, Bauxite,

Chromite, Coal, Zinc, Copper, Gypsum, Soapstone, Iron & Manganese ore, Clay, Silica

Sand, Feldspar, Quartz etc.

JMEPL has a highly qualified team of Subject Experts. As Faculty Heads of the EIA

Division, we have Retd. General Managers of the Reputed Cement Companies, Ex-Head

EIA Division of big Business Group, STP & ETP Designing Experts, Retd. Mining & Geology

Experts with vast experience in their respective fields.





JM Group’s business is spread over 22 States viz.:- Andhra Pradesh, Kerala, Gujarat,

Maharashtra, Orissa, Tamil Nadu, Goa, Jammu & Kashmir, Himachal Pradesh, Punjab,

Haryana, Delhi, Rajasthan, Uttar Pradesh, Madhya Pradesh, Chhattisgarh, Assam, West

Bengal, Karnataka, Jharkhand, Bihar & Uttarakhand.

The JM Group has its own Environmental Laboratory at Gurgaon (Haryana) & Raipur

(Chhattisgarh) approved under EPA (Environment Protection Act) from the Ministry of

Environment & Forests, Govt. of India, New Delhi and by the National Accreditation

Board for Testing and Calibration Laboratories, Govt. of India (NABL).

Besides this, its MoEF and NABL approved Environmental Laboratory of JM Group is also

providing Analytical Laboratory Services of various elements and environmental

parameters.

Annual monitoring as per MoEF / CPCB / SPCB guidelines, Risk Assessment and Disaster

Management Plan, consultancy for Rain Water Harvesting Plan, detailed Hydro-

geological Study, preparation of Environmental Statement Reports (Environmental

Clearance Compliance Conditions) etc. are amongst the various other consultancy

services offered by the Company.





ANNEXURE-I: COAL LINKAGE DOCUMENT





ANNEXURE-II: CORPORATE ENVIRONMETAL POLICY





ANNEXURE-III: DETAILED AAQM TABLES

AMBIENT AIR QUALITY STUDY PERIOD- WINTER SEASON (DEC’ 2013 TO FEB 2014)

LOCATION: SA1 PROJECT SITE (Unitµg/m3)

DATE

CLOCK HOURS

00 – 08 08 – 16 16 – 24 24 HOURS

PM10

24 HOURS

PM2.5 SO2 NO2 SO2 NO2 SO2 NO2

01.12.2013 6.86 11.67 8.05 15.07 7.45 13.26 50.80 21.42

02.12.2013 6.89 11.77 8.01 14.97 7.50 13.07 44.89 24.44

08.12.2013 6.94 11.78 8.00 14.88 7.56 13.02 46.90 20.41

09.12.2013 6.90 11.65 7.59 14.98 7.14 13.10 50.95 23.46

15.12.2013 6.93 11.82 7.48 15.11 7.16 13.61 43.79 25.56

16.12.2013 6.97 12.59 7.21 14.95 7.07 13.13 51.99 24.59

22.12.2013 6.95 11.95 7.69 14.57 7.26 12.88 47.94 26.70

23.12.2013 6.85 12.13 7.89 14.88 7.39 13.42 50.01 24.03

05.01.2014 6.89 12.40 7.93 14.89 7.20 13.30 47.16 26.59

06.01.2014 7.00 11.90 7.95 15.14 7.50 13.82 48.19 27.07

12.01.2014 7.04 12.32 8.01 15.09 7.46 13.81 45.23 24.26

13.01.2014 7.06 12.28 8.06 14.59 7.39 13.20 46.69 24.25

19.01.2014 7.19 12.50 8.03 14.88 7.54 13.25 48.65 23.89

20.01.2014 7.00 12.18 7.94 15.23 7.53 13.90 45.66 24.69

26.01.204 7.16 11.90 7.90 15.12 7.65 13.04 50.96 26.23

27.01.2014 7.13 11.96 7.83 14.98 7.55 13.33 49.08 26.97

02.02.2014 7.05 12.42 7.79 14.93 7.49 13.10 52.23 27.15

03.02.2014 7.07 12.48 7.97 15.16 7.52 13.75 51.00 27.54

09.02.2014 6.92 11.93 7.86 14.88 6.92 12.33 48.39 27.30

10.02.2014 6.93 11.86 7.58 14.95 7.20 13.45 45.23 26.94

16.02.2014 6.87 11.75 7.66 15.06 7.33 13.95 44.39 26.42

17.02.2014 7.09 12.16 7.95 15.10 7.53 13.93 48.00 25.03

23..02.2014 6.99 12.20 7.92 15.15 7.40 13.80 48.06 26.00

24.02.2014 6.95 11.99 7.84 14.78 7.63 13.45 50.86 25.09

SO2 NO2 PM10 PM2.5

Max. 8.06 15.23 52.23 27.54

Min. 6.85 11.65 43.79 20.41

98%tile 8.04 15.15 52.11 27.42





AMBIENT AIR QUALITY STUDY PERIOD- WINTER SEASON (DEC’2013 TO FEB’ 2014)

LOCATION: SA2 DHANWAHI VILLAGE (Unit µg/m3)

DATE

CLOCK HOURS

00 – 08 08 – 16 16 – 24 24 HOURS

PM10 24 HOURS


01.12.2013 6.46 12.99 7.14 14.31 6.89 13.60 47.42 24.29

02.12.2013 6.54 13.02 7.30 14.51 6.84 13.72 46.44 24.32

08.12.2013 6.52 13.01 7.22 14.08 6.86 13.56 45.45 24.44

09.12.2013 6.44 13.11 7.27 14.17 6.96 13.44 45.39 23.99

15.12.2013 6.53 13.47 7.34 14.36 6.99 13.89 48.66 25.87

16.12.2013 6.50 13.79 7.32 14.52 7.00 14.06 46.00 23.87

22.12.2013 6.62 13.82 7.30 14.77 6.92 14.14 46.66 25.62

23.12.2013 6.64 12.75 7.32 14.62 6.99 13.42 48.45 24.64

05.01.2014 6.69 12.91 7.24 14.42 6.88 13.56 46.32 24.32

06.01.2014 6.66 12.98 7.33 14.66 6.98 13.59 45.99 25.12

12.01.2014 6.79 13.39 7.45 14.72 7.02 14.00 48.54 25.44

13.01.2014 6.89 13.71 7.58 14.99 7.14 14.42 49.62 26.08

19.01.2014 6.66 14.14 7.49 15.11 7.03 14.65 51.45 24.66

20.01.2014 6.75 14.06 7.34 14.82 7.10 14.49 53.75 25.54

26.01.204 6.80 13.60 7.44 14.96 7.12 14.25 52.99 24.98

27.01.2014 6.88 13.75 7.34 15.19 7.03 14.51 51.46 24.94

02.02.2014 6.92 13.99 7.30 15.09 7.10 14.56 49.98 24.66

03.02.2014 6.91 13.84 7.21 14.82 6.99 14.26 48.42 25.12

09.02.2014 6.80 13.39 7.44 14.87 7.20 14.16 45.62 25.44

10.02.2014 6.64 13.32 6.00 14.54 6.95 13.99 47.46 24.32

16.02.2014 6.73 13.44 7.50 14.42 7.01 13.89 46.98 24.66

17.02.2014 6.70 13.50 7.37 14.62 6.90 14.06 52.32 24.32

23..02.2014 6.79 13.31 7.25 14.46 6.11 13.93 45.88 25.62

24.02.2014 6.62 13.29 7.31 14.97 6.95 14.16 50.34 24.99

SO2 NO2 PM10 PM2.5 Max. 7.58 15.19 53.75 26.08

Min. 6.44 12.91 45.39 23.87

98%tile 7.49 15.10 53.40 25.98





AMBIENT AIR QUALITY

STUDY PERIOD- WINTER SEASON (DEC’2013 TO FEB’ 2014)

LOCATION: SA3 KEOLARI VILLAGE (Unit µg/m3)

DATE

CLOCK HOURS

00 – 08 08 – 16 16 – 24 24 HOURS

PM10

24 HOURS


01.12.2013 7.12 11.45 7.92 13.61 7.42 12.78 43.30 20.44

02.12.2013 7.24 11.67 7.95 13.84 7.64 12.91 42.90 21.34

08.12.2013 7.26 11.32 8.05 13.41 7.79 12.58 45.89 22.78

09.12.2013 7.33 11.29 8.01 13.31 7.44 12.31 44.67 20.11

15.12.2013 7.39 11.24 8.11 13.67 7.68 12.43 42.58 22.77

16.12.2013 7.22 11.58 8.06 13.78 7.73 12.17 45.32 21.98

22.12.2013 7.19 11.91 8.19 13.91 7.64 12.99 48.98 22.12

23.12.2013 7.25 12.01 8.27 13.78 7.58 12.61 47.89 22.13

05.01.2014 7.20 12.22 8.11 13.61 7.67 12.96 46.98 21.14

06.01.2014 7.16 12.12 8.01 14.01 7.71 13.17 48.87 23.98

12.01.2014 7.12 12.16 7.99 13.45 7.54 12.71 49.23 21.67

13.01.2014 7.10 12.11 7.89 14.17 7.43 13.21 50.12 22.64

19.01.2014 7.15 12.19 7.88 14.02 7.58 13.61 51.23 24.56

20.01.2014 7.19 12.31 7.91 13.92 7.64 13.02 48.45 23.67

26.01.2014 7.24 12.16 7.97 14.09 7.45 13.52 47.89 22.90

27.01.2014 7.18 12.20 8.01 14.07 7.65 13.16 51.35 23.87

02.02.2014 7.10 12.31 7.86 13.98 7.55 13.78 49.76 24.98

03.02.2014 7.03 12.12 7.81 13.87 7.43 13.15 47.54 23.71

09.02.2014 7.15 12.15 7.93 13.79 7.66 12.98 48.93 25.07

10.02.2014 7.28 12.10 8.11 13.51 7.61 12.56 46.98 24.98

16.02.2014 7.10 12.14 8.04 13.32 7.57 12.71 47.12 24.56

17.02.2014 7.11 12.01 7.98 13.21 7.72 12.78 46.12 23.67

23..02.2014 7.27 12.11 8.16 13.46 7.56 12.61 45.67 23.01

24.02.2014 7.34 12.19 8.21 13.67 7.61 12.91 43.15 22.63

SO2 NO2 PM10 PM2.5

Max. 8.27 14.17 51.35 25.07

Min. 7.03 11.24 42.58 20.11

98%tile 8.20 14.08 51.29 25.02





AMBIENT AIR QUALITY


LOCATION: SA4 HARGARH VILLAGE (Unit µg/m3)

DATE

CLOCK HOURS 00 – 08 08 – 16 16 – 24 24 HOURS

PM10 24 HOURS


03.12.2013 7.16 18.29 7.90 19.86 7.43 18.83 70.13 30.79

04.12.2013 7.06 18.37 7.74 19.98 7.46 19.06 69.60 30.38

10.12.2013 7.28 18.41 7.71 20.10 7.48 19.58 71.46 29.59

11.12.2013 7.22 17.66 7.81 20.47 7.59 19.49 66.24 30.00

17.12.2013 7.31 18.28 7.89 20.10 7.52 19.52 65.10 31.54

18.12.2013 7.42 18.30 7.92 20.08 7.75 19.25 68.46 31.43

24.12.2013 7.37 17.91 7.94 19.89 7.66 18.66 66.65 31.67

25.12.2013 7.20 17.76 7.98 19.99 7.67 18.59 67.46 31.62

01.01.2014 7.27 17.87 7.89 19.79 7.40 18.45 71.46 30.98

07.01.2014 7.35 18.05 8.06 19.89 7.77 18.99 72.46 30.44

08.01.2014 7.43 18.29 8.13 20.39 7.71 19.01 74.42 33.93

14.01.2014 7.48 18.02 7.91 20.42 7.62 19.52 70.68 33.67

15.01.2014 7.36 17.93 8.10 20.14 7.85 18.95 70.00 30.78

21.01.2014 7.43 18.39 8.31 20.37 7.94 19.84 72.45 32.30

22.01.2014 7.26 17.77 8.15 20.45 7.83 19.65 73.34 31.69

28.01.2014 7.39 17.85 7.97 20.23 7.52 19.00 74.03 34.81 04.02.2014 7.42 18.42 7.90 20.51 7.54 19.04 75.12 33.15

05.02.2014 7.19 18.20 7.32 20.78 7.86 19.99 75.32 32.87

11.02.2014 7.20 18.23 8.14 20.57 7.76 19.54 76.59 31.48

12.02.2014 7.24 18.46 8.10 20.45 7.66 19.86 74.12 32.96

18.02.2014 7.41 18.52 8.27 20.23 7.72 19.51 73.24 31.87

19.02.2014 7.55 18.37 8.30 20.30 7.97 19.25 75.57 29.92

25.02.2014 7.28 18.32 7.94 20.49 7.61 19.99 74.35 32.79

26.02.2014 7.33 18.29 7.96 20.69 7.67 19.97 72.49 30.89

SO2 NO2 PM10 PM2.5

Max. 8.31 20.78 76.59 34.81

Min. 7.06 17.66 65.10 29.59

98%tile 8.28 20.64 76.12 34.40





AMBIENT AIR QUALITY


LOCATION: SA5 DHAKARWAH VILLAGE (Unit µg/m3)

DATE


PM10

24 HOURS PM2.5 SO2 NO2 SO2 NO2 SO2 NO2

03.12.2013 7.55 12.85 8.01 14.50 7.81 13.87 47.99 21.47

04.12.2013 7.49 12.54 8.20 14.64 7.81 13.35 46.89 22.67

10.12.2013 7.64 13.11 7.94 14.73 7.79 13.99 44.75 21.14

11.12.2013 7.53 12.66 7.84 15.00 7.68 13.30 47.50 22.53

17.12.2013 7.66 12.30 7.96 14.86 7.76 13.18 49.56 20.91 18.12.2013 7.73 12.08 8.20 14.67 7.05 13.38 49.94 22.36

24.12.2013 8.10 12.20 8.59 14.99 8.30 13.94 51.68 23.13

25.12.2013 8.12 12.55 8.53 14.24 8.27 13.15 49.79 23.46

01.01.2014 8.25 12.84 8.67 14.35 8.45 13.27 49.52 23.98

07.01.2014 7.91 13.09 8.61 14.67 8.22 13.80 50.77 24.47

08.01.2014 7.89 13.10 8.80 14.92 8.48 13.77 49.99 23.17

14.01.2014 8.07 13.16 8.63 14.87 8.26 13.59 51.79 21.53

15.01.2014 7.92 13.31 8.72 14.61 8.35 13.84 52.52 22.65

21.01.2014 8.18 13.17 8.86 14.68 8.50 13.70 53.77 21.31

22.01.2014 8.09 13.22 8.47 14.78 8.29 13.83 54.52 23.67

28.01.2014 8.17 12.80 8.64 14.99 8.48 13.58 54.67 23.12

04.02.2014 7.80 12.46 8.10 15.10 7.90 13.99 56.29 23.74

05.02.2014 7.93 12.20 8.22 14.66 8.01 13.42 54.35 23.25

11.02.2014 7.94 12.18 8.65 14.88 8.29 13.46 55.27 24.61

12.02.2014 8.04 12.34 8.77 14.98 8.56 13.52 54.48 25.25 18.02.2014 8.10 12.92 8.45 14.63 8.28 13.39 55.19 24.13

19.02.2014 8.18 12.67 8.70 14.96 8.42 13.32 54.60 24.46

25.02.2014 8.12 12.52 8.61 15.07 8.20 13.70 55.51 25.05

26.02.2014 7.75 12.47 8.18 14.71 7.93 13.92 56.06 24.91

SO2 NO2 PM10 PM2.5

Max. 8.86 15.10 56.29 25.25

Min. 7.53 12.08 44.75 20.91

98%tile 8.79 15.04 56.18 25.18






LOCATION: SA6 SIHORA

(Unit µg/m3)

DATE

CLOCK HOURS

00 – 08 08 – 16 16 – 24 24 HOURS

PM10


03.12.2013 7.99 17.72 8.70 18.91 8.44 17.85 70.67 29.52

04.12.2013 7.89 17.67 8.84 19.29 8.48 17.92 71.34 26.99

10.12.2013 7.80 17.98 8.90 19.34 8.43 18.10 72.90 25.95

11.12.2013 8.05 17.76 8.75 19.56 8.59 17.83 70.89 26.98

17.12.2013 8.13 17.57 8.85 19.19 7.83 17.87 69.89 27.98

18.12.2013 7.92 17.86 9.11 19.43 8.65 17.95 69.45 25.98

24.12.2013 8.31 16.82 9.00 19.52 8.60 17.54 71.23 28.90

25.12.2013 7.84 16.91 8.97 19.39 8.15 17.68 73.56 29.08

01.01.2014 7.93 16.94 8.82 19.21 8.59 17.53 74.89 30.99

07.01.2014 7.77 17.76 9.04 19.16 8.48 17.80 75.31 31.31

08.01.2014 7.87 17.98 9.18 19.40 8.59 17.96 76.12 30.90

14.01.2014 7.86 17.56 9.16 19.59 8.54 18.12 75.98 31.00

15.01.2014 7.89 17.35 9.07 19.68 8.31 17.68 74.19 29.01

21.01.2014 8.15 17.39 9.14 19.79 8.61 18.10 76.89 32.29

22.01.2014 8.05 17.60 8.78 19.25 8.52 18.05 77.56 30.18

28.01.2014 8.11 17.49 8.97 19.15 8.59 17.80 76.89 28.99

04.02.2014 8.17 16.89 8.76 19.51 8.47 17.77 78.90 27.83

05.02.2014 8.04 17.79 8.81 19.64 8.40 17.80 77.90 28.96

11.02.2014 7.93 17.98 8.95 19.50 8.58 18.15 80.41 27.45

12.02.2014 7.88 17.26 8.73 18.96 8.47 17.90 78.98 26.34

18.02.2014 7.91 17.84 8.83 18.89 8.53 17.71 79.09 29.66

19.02.2014 8.14 17.28 8.98 19.38 8.50 17.83 80.12 30.98

25.02.2014 8.07 17.79 8.91 19.39 8.48 17.73 80.01 31.23

26.02.2014 8.09 17.94 8.82 19.67 8.64 17.48 79.90 31.36

SO2 NO2 PM10 PM2.5

Max. 9.18 19.79 80.41 32.29

Min. 7.80 16.82 69.45 25.95

98%tile 9.15 19.67 80.27 31.86






LOCATION: SA7 DHANGAWAN VILLAGE (Unit µg/m3)

DATE


PM10 24 HOURS


05.12.2013 7.87 15.92 8.40 16.54 8.04 16.15 64.41 24.52

06.12.2013 7.59 15.96 8.34 16.65 7.88 16.32 58.92 25.98

12.12.2013 7.39 15.91 8.56 16.35 7.93 16.10 57.47 25.63

13.12.2013 7.45 15.89 8.25 16.51 7.99 16.23 57.91 25.37

19.12.2013 7.67 15.99 8.65 16.59 7.83 16.27 58.62 26.04

20.12.2013 7.59 16.04 8.61 16.43 8.05 16.25 60.96 24.11

26.12.2013 7.42 15.87 8.50 16.32 8.00 16.04 59.23 26.56

27.12.2013 7.84 15.97 8.67 16.55 8.15 16.18 60.56 26.34

02.01.2014 7.52 15.98 8.52 16.57 7.99 16.23 62.23 26.12

03.01.2014 7.77 15.84 8.44 16.45 8.18 16.10 61.27 27.45

09.01.2014 7.80 16.01 8.69 16.53 8.29 16.16 64.12 26.47

10.01.2014 7.67 16.09 8.61 16.60 7.84 16.12 66.45 27.78

16.01.2014 7.52 15.94 8.57 16.59 7.91 16.28 63.45 27.34

17.01.2014 7.65 15.91 8.54 16.67 8.11 16.10 64.65 26.39

23.01.2014 7.75 16.00 8.68 16.50 8.32 16.25 66.56 28.30

24.01.2014 7.61 16.12 8.57 16.55 8.04 16.20 67.23 27.13

06.02.2014 7.57 15.98 8.46 16.59 7.97 16.27 68.27 26.37

07.02.2014 7.74 15.97 8.51 16.64 8.20 16.10 69.38 27.54

13.02.2014 7.63 16.01 8.65 16.50 8.28 16.35 67.62 28.12

14.02.2014 7.58 16.12 8.33 16.51 8.17 16.30 66.78 27.67

20.02.2014 7.41 16.08 8.53 16.59 8.13 16.31 60.81 27.92

21.02.2014 7.64 16.02 8.58 16.45 8.10 16.20 67.66 26.56

27.02.2014 7.77 15.90 8.31 16.49 8.08 16.23 68.59 26.98

28.02.2014 7.59 15.94 8.42 16.37 8.14 16.18 67.65 27.24

SO2 NO2 PM10 PM2.5 Max. 8.69 16.67 69.38 28.30

Min. 7.39 15.87 57.47 24.11

98%tile 8.67 16.64 69.02 28.21






LOCATION: SA8 MIHAGANWAN VILLAGE (Unit µg/m3)

DATE

CLOCK HOURS

00 – 08 08 – 16 16 – 24 24 HOURS

PM10


05.12.2013 7.97 15.65 8.65 16.88 8.29 16.78 60.41 24.52

06.12.2013 7.99 15.76 8.67 16.99 8.38 16.10 61.62 24.98

12.12.2013 7.69 15.81 8.76 17.15 8.13 16.60 59.75 24.63

13.12.2013 7.95 15.95 8.80 16.70 8.44 16.81 63.41 25.37

19.12.2013 8.07 15.83 8.65 16.86 8.39 16.24 61.62 26.04

20.12.2013 7.99 15.54 8.61 16.73 8.30 16.27 60.36 24.29

26.12.2013 8.12 15.19 8.80 16.82 8.39 16.14 62.23 25.56

27.12.2013 8.04 15.33 8.67 16.99 8.31 16.00 61.56 26.34

02.01.2014 7.82 15.74 8.72 17.45 8.40 16.03 63.23 26.12

03.01.2014 8.17 15.80 8.94 17.14 8.61 16.50 65.99 28.45

09.01.2014 7.70 16.00 9.04 17.32 8.53 16.21 64.12 26.47

10.01.2014 7.87 15.43 8.91 17.11 8.50 16.17 64.00 25.78

16.01.2014 7.92 16.24 8.85 16.99 8.42 16.61 63.45 26.34

17.01.2014 8.00 15.51 8.92 17.58 8.51 16.40 65.65 27.39

23.01.2014 8.11 15.62 9.01 16.80 8.57 16.17 66.56 29.58

24.01.2014 8.13 15.87 8.86 17.25 8.47 16.64 67.23 26.13

06.02.2014 8.07 15.50 8.90 17.00 8.40 16.20 66.27 27.37

07.02.2014 7.94 15.89 8.98 16.78 8.33 16.40 68.12 28.04

13.02.2014 8.03 15.72 8.95 16.95 8.46 16.35 67.62 26.82

14.02.2014 8.08 15.81 8.76 16.81 8.65 16.00 65.78 27.67

20.02.2014 7.91 15.70 8.73 17.03 8.41 16.11 64.81 26.92

21.02.2014 7.94 15.99 8.88 17.15 8.33 16.63 63.66 27.56

27.02.2014 8.07 15.56 8.91 17.39 8.58 16.30 64.59 25.98

28.02.2014 8.09 15.81 8.79 17.37 8.43 16.69 65.65 26.24

SO2 NO2 PM10 PM2.5

Max. 9.04 17.58 68.12 29.58

Min. 7.69 15.19 59.75 24.29

98%tile 8.99 17.42 67.89 29.06





ANNEXURE-IV: HOURLY MICRO-METROLOGICAL DATA

Year Month Date Hour Temperature

Dry (°c) Relative Humidity

(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 1 1 16.5 58 2.1 360

13 12 1 2 14.3 57 0.0 0.0

13 12 1 3 14.2 56 0.0 0.0

13 12 1 4 14.0 59 1.9 180

13 12 1 5 14.5 57 0.0 0.0

13 12 1 6 14.2 57 0.0 0.0

13 12 1 7 15.9 56 2.4 360

13 12 1 8 17.4 57 2.3 45

13 12 1 9 18.6 55 0.0 0.0

13 12 1 10 19.5 56 2.2 180

13 12 1 11 20.2 57 0.0 0

13 12 1 12 21.5 56 0.0 0

13 12 1 13 22.6 55 2.1 360

13 12 1 14 29.3 54 0.0 0

13 12 1 15 23.5 56 3.0 360

13 12 1 16 21.6 55 2.5 180

13 12 1 17 20.4 56 0.0 0

13 12 1 18 19.8 56 2.9 360

13 12 1 19 19.5 57 3.2 45

13 12 1 20 18.3 58 0.0 0.0

13 12 1 21 17.5 57 2.9 180

13 12 1 22 17.1 56 0 0

13 12 1 23 16.9 55 2.4 225.0

13 12 1 24 16.3 54 0.0 0.0

13 12 2 1 15.2 62 0.0 0.0

13 12 2 2 15.3 61 0.0 0.0

13 12 2 3 15.2 63 1.9 45

13 12 2 4 15.1 65 0.0 0.0

13 12 2 5 15.8 64 2.0 180

13 12 2 6 16.4 63 0.0 0.0

13 12 2 7 18.2 60 2.5 360

13 12 2 8 19.6 58 0.0 0.0

13 12 2 9 20.3 57 0 0

13 12 2 10 22.1 56 0.0 0.0

13 12 2 11 23.5 55 2.2 235







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 2 12 24.5 53 2.6 45

13 12 2 13 25.2 52 1.9 360

13 12 2 14 28.8 50 1.8 180

13 12 2 15 26.2 53 2.8 360

13 12 2 16 24.2 55 2.5 180

13 12 2 17 23.2 57 3.0 45

13 12 2 18 21.8 58 2.9 135

13 12 2 19 21.4 62 3.2 360

13 12 2 20 20.3 69 2.4 135

13 12 2 21 20.1 62 2.6 45

13 12 2 22 19.8 65 0.0 0.0

13 12 2 23 19.6 63 0 0

13 12 2 24 19.4 64 0.0 0.0

13 12 3 1 15.2 67 1.9 360

13 12 3 2 13.2 68 0.0 0.0

13 12 3 3 13.1 69 0.0 0.0

13 12 3 4 12.9 70 0.0 0.0

13 12 3 5 15.8 69 2.1 315

13 12 3 6 16.4 67 0.0 0.0

13 12 3 7 17.6 65 0 0

13 12 3 8 18.5 66 2.6 135

13 12 3 9 19.3 65 0 0

13 12 3 10 20.4 64 1.8 360

13 12 3 11 21.2 63 0 0

13 12 3 12 22.6 62 3.2 45

13 12 3 13 23.5 62 4.1 360

13 12 3 14 28.8 60 2.5 315

13 12 3 15 23.2 63 3.0 135

13 12 3 16 22.5 65 2.9 45

13 12 3 17 22.1 65 0 0

13 12 3 18 21.8 66 2.6 360

13 12 3 19 21.4 67 0 0

13 12 3 20 20.3 69 0.0 0.0

13 12 3 21 20.1 62 0 0

13 12 3 22 19.8 65 0.0 0.0

13 12 3 23 19.6 69 2.9 180

13 12 3 24 19.4 67 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 4 1 12.5 70 0.0 0.0

13 12 4 2 12.6 71 2.1 225.0

13 12 4 3 12.4 73 0.0 0.0

13 12 4 4 12.3 79 1.9 180

13 12 4 5 12.9 77 0.0 0.0

13 12 4 6 13.2 75 0.0 0.0

13 12 4 7 13.5 72 2.2 45

13 12 4 8 14.2 68 2.6 180

13 12 4 9 16.8 64 1.9 360

13 12 4 10 18.5 60 1.8 180

13 12 4 11 20.5 58 0 0

13 12 4 12 21.7 54 2.5 360

13 12 4 13 23.1 52 0.0 0

13 12 4 14 24.6 49 0 0

13 12 4 15 22.4 51 3.2 360

13 12 4 16 21.5 49 0 0

13 12 4 17 19.2 51 0 0

13 12 4 18 18.5 54 2.6 180

13 12 4 19 18.2 56 1.9 360

13 12 4 20 17.9 58 0 0

13 12 4 21 17.5 62 2.8 360

13 12 4 22 17.4 64 0 0

13 12 4 23 16.5 62 0.0 0.0

13 12 4 24 16.3 64 2.7 180

13 12 5 1 15.8 50 0.0 180

13 12 5 2 14.9 59 2.9 180

13 12 5 3 12.5 68 0.0 180

13 12 5 4 11 77 0.0 180

13 12 5 5 12.9 76 0.0 180

13 12 5 6 13.4 75 2.2 180

13 12 5 7 15.5 72 2.2 180

13 12 5 8 17.6 68 2.6 360

13 12 5 9 18.9 64 1.9 360

13 12 5 10 19.8 60 0 0

13 12 5 11 21.2 58 2.8 45

13 12 5 12 22.6 54 2.5 180

13 12 5 13 24.9 52 0.0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 5 14 25.2 47 2.9 360

13 12 5 15 25.1 48 3.2 180

13 12 5 16 24.3 52 2.9 360

13 12 5 17 23.5 56 0 0

13 12 5 18 22.8 57 4.0 360

13 12 5 19 21.4 59 2.8 45

13 12 5 20 20.3 61 0.0 0.0

13 12 5 21 20.1 63 2.5 180

13 12 5 22 19.8 65 0.0 0.0

13 12 5 23 18.6 66 0.0 0.0

13 12 5 24 17.4 67 0 0

13 12 6 1 15.8 65 1.9 225.0

13 12 6 2 14.9 66 0.0 0.0

13 12 6 3 12.5 68 0.0 0.0

13 12 6 4 11.0 72 2.2 360

13 12 6 5 12.9 69 0 0

13 12 6 6 13.4 67 1.9 315

13 12 6 7 15.5 65 0 0

13 12 6 8 17.6 62 2.8 180

13 12 6 9 18.9 59 0 0

13 12 6 10 19.8 57 0 0

13 12 6 11 21.2 55 4.0 45

13 12 6 12 22.6 53 2.2 360

13 12 6 13 23.9 52 2.6 45

13 12 6 14 24.9 48 0 0

13 12 6 15 25.1 52 3.2 360

13 12 6 16 24.3 54 3.0 180

13 12 6 17 23.5 59 2.7 360

13 12 6 18 22.8 62 2.8 45

13 12 6 19 21.4 65 0 0

13 12 6 20 20.3 67 0.0 0.0

13 12 6 21 20.1 69 2.2 180

13 12 6 22 19.8 71 1.9 360

13 12 6 23 18.6 69 0.0 0.0

13 12 6 24 17.4 70 0.0 0.0

13 12 7 1 14.2 73 2.1 45

13 12 7 2 12.9 78 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 7 3 13.7 76 0 0

13 12 7 4 14.6 74 2.6 225.0

13 12 7 5 14.9 72 0.0 0.0

13 12 7 6 14.8 70 0.0 0.0

13 12 7 7 15.9 69 2.2 360

13 12 7 8 17.9 68 0 0

13 12 7 9 18.1 72 1.9 45

13 12 7 10 20.4 65 0 0

13 12 7 11 22.4 62 2.8 360

13 12 7 12 24.4 60 2.9 90

13 12 7 13 25.5 58 3.5 180

13 12 7 14 26.3 57 0.0 0

13 12 7 15 24.5 58 2.6 360

13 12 7 16 24.3 60 3.3 45

13 12 7 17 22.9 64 2.7 315

13 12 7 18 18.2 63 0 0

13 12 7 19 17.6 66 2.5 360

13 12 7 20 16.9 67 2.4 180

13 12 7 21 16.5 69 0.0 0.0

13 12 7 22 15.4 70 0 0

13 12 7 23 15.1 72 0.0 0.0

13 12 7 24 13.2 74 0.0 0

13 12 8 1 13.0 68 0.0 0.0

13 12 8 2 12.5 70 2.1 315

13 12 8 3 11.8 68 0.0 0.0

13 12 8 4 11.0 72 0.0 0.0

13 12 8 5 14.3 70 0.0 0.0

13 12 8 6 15.8 67 2.2 360

13 12 8 7 17.5 64 2.5 90

13 12 8 8 18.9 62 0.0 0.0

13 12 8 9 20.2 61 2.7 90

13 12 8 10 21.6 59 0 0

13 12 8 11 22.8 55 2.8 360

13 12 8 12 23.7 54 0 0

13 12 8 13 24.5 53 3.0 360

13 12 8 14 25.9 52 3.2 360

13 12 8 15 25.4 53 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 8 16 25.2 55 2.7 360

13 12 8 17 24.4 57 2.6 135

13 12 8 18 24.3 59 0 0

13 12 8 19 23.2 62 2.4 135

13 12 8 20 22.4 63 0.0 0.0

13 12 8 21 20.5 64 2.4 360

13 12 8 22 20.1 66 1.9 135

13 12 8 23 19.8 69 0.0 0.0

13 12 8 24 17.5 70 0.0 0.0

13 12 9 1 13.9 72 1.9 45

13 12 9 2 12.5 74 0.0 0.0

13 12 9 3 11.1 71 2.0 135

13 12 9 4 10.5 75 0.0 0.0

13 12 9 5 11.9 70 2.1 45

13 12 9 6 12.8 68 0.0 0.0

13 12 9 7 14.2 60 2.2 360

13 12 9 8 16.7 55 2.6 360

13 12 9 9 19.1 46 1.9 360

13 12 9 10 21.3 35 1.8 315

13 12 9 11 22.1 31 2.8 90

13 12 9 12 23.5 29 0 0

13 12 9 13 23.9 26 2.3 360

13 12 9 14 24.8 20 0 0

13 12 9 15 26.1 29 2.2 315

13 12 9 16 27.3 31 2.6 135

13 12 9 17 25.4 35 0 0

13 12 9 18 24.2 37 0 0

13 12 9 19 23.2 40 2.8 360

13 12 9 20 22.4 42 0 0

13 12 9 21 21.2 44 0.0 0.0

13 12 9 22 20.1 45 0.0 0.0

13 12 9 23 19.4 49 2.4 360

13 12 9 24 18.5 45 0.0 0.0

13 12 10 1 11.9 59 0.0 0.0

13 12 10 2 11.7 62 0.0 0.0

13 12 10 3 11.3 61 2.5 360

13 12 10 4 10.4 63 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 10 5 11.9 62 2.7 360

13 12 10 6 12.3 61 2.8 45

13 12 10 7 13.7 59 2.9 360

13 12 10 8 15.2 57 0 0

13 12 10 9 17.4 56 2.3 360

13 12 10 10 18.9 55 0 0

13 12 10 11 19.3 54 2.0 45

13 12 10 12 21.6 53 0 0

13 12 10 13 23.4 54 2.7 360

13 12 10 14 25 52 0 0

13 12 10 15 24.2 54 0 0

13 12 10 16 21.8 56 2.6 45

13 12 10 17 20.4 57 0 0

13 12 10 18 19.8 58 2.6 360

13 12 10 19 19.5 56 0 0

13 12 10 20 18.6 58 1.8 135

13 12 10 21 17.9 61 2.8 360

13 12 10 22 16.8 62 0 0

13 12 10 23 16.1 60 0.0 0.0

13 12 10 24 15.2 61 0 0

13 12 11 1 16.1 64 0.0 0.0

13 12 11 2 15.7 66 0.0 0.0

13 12 11 3 14.9 69 0.0 0.0

13 12 11 4 12.6 71 1.9 135

13 12 11 5 13.4 69 0.0 0.0

13 12 11 6 13.1 67 0.0 0.0

13 12 11 7 14.2 64 0.0 0.0

13 12 11 8 15.6 62 1.9 135

13 12 11 9 16.9 59 2.0 360

13 12 11 10 18.9 54 0 0

13 12 11 11 20.5 53 2.6 45

13 12 11 12 22.1 51 0 0

13 12 11 13 24.9 49 3.7 360

13 12 11 14 26.5 48 4.5 90

13 12 11 15 25.6 51 3.1 90

13 12 11 16 24.8 53 2.7 360

13 12 11 17 22.4 57 2.6 360







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 11 18 21.6 59 1.9 360

13 12 11 19 20.5 61 0 0

13 12 11 20 18.6 63 2.8 360

13 12 11 21 17.9 62 0 0

13 12 11 22 16.8 65 0.0 0.0

13 12 11 23 16.1 69 0 0

13 12 11 24 15.2 60 0.0 0.0

13 12 12 1 19.5 62 2.8 360

13 12 12 2 18.7 62 0.0 0.0

13 12 12 3 17.2 63 0.0 0.0

13 12 12 4 17 65 0.0 0.0

13 12 12 5 17.9 64 2.4 180

13 12 12 6 18.4 63 0.0 180

13 12 12 7 17.5 62 0 180

13 12 12 8 18.6 61 2.6 180

13 12 12 9 19.5 60 1.9 180

13 12 12 10 20.8 59 0 180

13 12 12 11 22.2 61 0 0

13 12 12 12 23.4 62 2.4 360

13 12 12 13 24.2 60 0 0

13 12 12 14 27.7 58 0 158

13 12 12 15 24.1 65 2.7 360

13 12 12 16 23.2 64 0 0

13 12 12 17 22.4 63 2.3 360

13 12 12 18 21.2 62 2.2 158

13 12 12 19 20.8 61 2.1 180

13 12 12 20 19.5 65 0 0

13 12 12 21 18.5 64 2.5 360

13 12 12 22 17.3 63 0 0

13 12 12 23 16.4 62 0 0

13 12 12 24 16.1 61 2.0 360

13 12 13 1 17.9 73 2.2 0.0

13 12 13 2 18.4 76 2.1 315

13 12 13 3 17.5 82 0.0 0.0

13 12 13 4 16.8 90 0 0

13 12 13 5 17.9 89 2.3 180

13 12 13 6 18.4 87 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 13 7 17.5 89 0.0 0.0

13 12 13 8 18.6 88 0 0

13 12 13 9 19.5 85 2.6 360

13 12 13 10 20.8 84 0 0

13 12 13 11 22.2 83 0 0

13 12 13 12 23.4 82 2.8 360

13 12 13 13 24.2 79 0 0

13 12 13 14 27.5 77 2.7 360

13 12 13 15 26.9 80 2.8 45

13 12 13 16 25.4 82 2.6 45

13 12 13 17 21.9 84 0 0

13 12 13 18 20.2 85 0 0

13 12 13 19 19.9 87 2.6 180

13 12 13 20 18.6 89 2.4 360

13 12 13 21 17.5 86 0.0 0.0

13 12 13 22 16.9 82 0 0

13 12 13 23 14.2 84 0.0 0.0

13 12 13 24 12.1 85 0.0 0.0

13 12 14 1 19.6 87 0.0 0.0

13 12 14 2 18.5 89 2.2 180

13 12 14 3 18.1 83 0.0 0.0

13 12 14 4 17.4 90 0 0

13 12 14 5 18.9 89 0.0 0.0

13 12 14 6 19.5 88 0.0 0.0

13 12 14 7 20.5 87 0.0 0.0

13 12 14 8 21.2 86 2.0 45

13 12 14 9 21.7 85 0 0

13 12 14 10 22.8 84 2.4 360

13 12 14 11 22.9 84 0 0

13 12 14 12 22.4 83 2.9 45

13 12 14 13 22.7 83 0 0

13 12 14 14 23 82 3.5 180

13 12 14 15 22.8 84 2.6 360

13 12 14 16 21.6 85 0 0

13 12 14 17 20.3 87 0 0

13 12 14 18 23.2 88 1.9 45

13 12 14 19 22.4 89 1.8 360







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 14 20 21.5 88 2.8 180

13 12 14 21 20.1 87 0 0

13 12 14 22 17.8 85 0.0 0.0

13 12 14 23 16.5 84 0.0 0.0

13 12 14 24 18.9 85 2.4 360

13 12 15 1 17.5 79 0.0 0.0

13 12 15 2 16.3 74 2.2 135

13 12 15 3 15.5 75 0.0 0.0

13 12 15 4 14.2 80 0 0

13 12 15 5 15.9 79 0.0 0.0

13 12 15 6 16.4 78 0.0 0.0

13 12 15 7 17.3 77 0.0 0.0

13 12 15 8 18.4 76 0 0

13 12 15 9 19.3 75 2.1 360

13 12 15 10 19.9 76 0 0

13 12 15 11 20.2 77 2.2 0

13 12 15 12 20.8 76 2.5 135

13 12 15 13 21.0 75 2.3 45

13 12 15 14 21.7 73 2.5 360

13 12 15 15 20.4 74 2.3 135

13 12 15 16 19.8 75 0 0

13 12 15 17 19.4 76 2.6 360

13 12 15 18 18.5 77 1.9 45

13 12 15 19 18.3 78 0 0

13 12 15 20 17.4 79 2.8 360

13 12 15 21 16.9 77 0 0

13 12 15 22 16.5 78 0.0 0.0

13 12 15 23 15.8 74 0.0 0.0

13 12 15 24 15.1 76 2.2 135

13 12 16 1 15.3 70 1.9 135

13 12 16 2 14.4 72 0.0 0.0

13 12 16 3 13.5 76 0.0 0.0

13 12 16 4 12.3 84 0.0 0.0

13 12 16 5 13.6 80 2.2 360

13 12 16 6 14.3 76 0 0

13 12 16 7 14.9 72 2.3 225

13 12 16 8 15.3 69 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 16 9 16.7 65 2.7 45

13 12 16 10 17.4 62 2.4 135

13 12 16 11 18,3 59 2.3 360

13 12 16 12 19 56 0 0

13 12 16 13 19.5 53 2.4 45

13 12 16 14 20.7 46 0 0

13 12 16 15 20.1 52 0 0

13 12 16 16 19.4 54 1.9 360

13 12 16 17 19.8 56 1.8 135

13 12 16 18 19.5 58 2.8 45

13 12 16 19 18.6 64 0 0

13 12 16 20 17.9 68 1.9 360

13 12 16 21 16.8 72 2.4 135

13 12 16 22 16.1 74 0.0 0.0

13 12 16 23 15.2 78 0.0 0.0

13 12 16 24 14.3 80 2.3 135

13 12 17 1 13.9 65 0.0 0.0

13 12 17 2 12.5 67 0.0 0.0

13 12 17 3 11.1 69 0.0 0.0

13 12 17 4 10.3 72 0 0

13 12 17 5 11.9 68 0.0 0.0

13 12 17 6 12.8 65 2.2 135

13 12 17 7 14.2 59 0 0

13 12 17 8 16.7 55 2.3 360

13 12 17 9 19.1 53 2.2 360

13 12 17 10 19.9 52 2.4 135

13 12 17 11 19.4 47 2.5 45

13 12 17 12 20.5 46 0 0

13 12 17 13 21.9 45 2.6 135

13 12 17 14 22.4 43 0.0 0

13 12 17 15 20.1 46 2.2 360

13 12 17 16 19.8 48 2.6 45

13 12 17 17 18.4 45 1.9 135

13 12 17 18 18.1 49 1.8 360

13 12 17 19 17.9 51 0 0

13 12 17 20 17.4 53 0.0 0.0

13 12 17 21 16.9 60 2.3 360







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 17 22 16.5 62 2.5 135

13 12 17 23 15.8 65 2.4 0.0

13 12 17 24 15.1 69 0.0 0.0

13 12 18 1 8.1 51 2.3 135

13 12 18 2 8.4 52 0.0 0.0

13 12 18 3 7.5 55 0.0 0

13 12 18 4 6.5 57 0.0 0.0

13 12 18 5 7.9 64 0.0 0.0

13 12 18 6 8.3 57 0 0

13 12 18 7 9.2 53 0.0 0.0

13 12 18 8 10.6 49 2.2 360

13 12 18 9 12.3 47 0 0

13 12 18 10 14.1 45 2.4 360

13 12 18 11 16.3 43 2.5 45

13 12 18 12 18.1 39 2.7 360

13 12 18 13 20.9 37 2.9 360

13 12 18 14 22 34 3.1 315

13 12 18 15 21.9 36 2.8 135

13 12 18 16 20.5 39 2.2 360

13 12 18 17 21.4 41 2.6 0

13 12 18 18 21.2 45 1.9 360

13 12 18 19 20.8 47 1.8 180

13 12 18 20 19.5 50 2.8 180

13 12 18 21 18.5 52 2.3 180

13 12 18 22 17.3 54 0 180

13 12 18 23 16.4 55 0.0 180

13 12 18 24 16.1 56 2.6 180

13 12 19 1 8.1 65 0 180

13 12 19 2 8.4 69 0.0 0.0

13 12 19 3 7.5 71 0 0

13 12 19 4 6.5 72 2.1 180

13 12 19 5 7.9 69 0.0 0.0

13 12 19 6 8.3 66 1.9 360

13 12 19 7 9.2 62 0.0 0.0

13 12 19 8 10.6 55 1.9 180

13 12 19 9 12.3 53 2.0 360

13 12 19 10 14.1 51 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 19 11 16.3 50 0 0

13 12 19 12 18.1 49 0 0

13 12 19 13 20.9 48 2.5 360

13 12 19 14 22.1 47 0 0

13 12 19 15 21.9 48 2.2 360

13 12 19 16 20.5 48 0 0

13 12 19 17 21.4 49 1.9 180

13 12 19 18 21.2 52 1.8 0

13 12 19 19 20.8 55 0 0

13 12 19 20 19.5 58 2.5 360

13 12 19 21 18.5 52 2.3 180

13 12 19 22 17.3 59 0.0 0.0

13 12 19 23 16.4 62 2.2 45

13 12 19 24 16.1 65 0.0 0.0

13 12 20 1 12.7 59 2.1 360

13 12 20 2 11.5 56 0.0 0.0

13 12 20 3 10.9 58 0.0 0.0

13 12 20 4 9.6 60 0 0

13 12 20 5 11.4 58 2.2 360

13 12 20 6 12.5 56 0.0 0.0

13 12 20 7 13.9 54 0 0

13 12 20 8 14.4 53 1.8 225.0

13 12 20 9 16.1 52 0 0

13 12 20 10 17.7 50 2.6 45

13 12 20 11 19 48 1.9 180

13 12 20 12 21.3 47 1.8 90

13 12 20 13 22.5 46 2.8 360

13 12 20 14 23.5 45 2.6 315

13 12 20 15 23 47 2.5 90

13 12 20 16 22.3 52 2.7 180

13 12 20 17 21.9 53 0 90

13 12 20 18 20.2 55 2.5 135

13 12 20 19 18.9 49 2.4 360

13 12 20 20 16.4 57 2.8 45

13 12 20 21 14.5 59 2.6 360

13 12 20 22 11.3 57 2.3 135

13 12 20 23 10.4 54 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 20 24 9.9 53 0.0 0.0

13 12 21 1 11.6 54 0.0 0.0

13 12 21 2 11.9 55 0.0 0.0

13 12 21 3 10.5 59 2.1 180

13 12 21 4 9.5 68 0 180

13 12 21 5 10.1 65 0.0 180

13 12 21 6 11.3 60 0.0 180

13 12 21 7 12.4 59 1.9 180

13 12 21 8 12.9 57 0.0 180

13 12 21 9 14.7 55 2.2 180

13 12 21 10 16.5 54 2.6 180

13 12 21 11 18.6 52 1.9 180

13 12 21 12 21.4 49 1.8 360

13 12 21 13 23.6 46 2.8 180

13 12 21 14 25.2 44 2.9 315

13 12 21 15 24.6 46 3.2 360

13 12 21 16 23.9 48 2.7 45

13 12 21 17 22.6 52 0 0

13 12 21 18 19.1 54 2.4 360

13 12 21 19 18.5 57 2.8 360

13 12 21 20 17.9 59 2.6 45

13 12 21 21 16.5 62 2.5 45

13 12 21 22 14.3 63 2.3 180

13 12 21 23 13.2 64 2.1 180

13 12 21 24 11.1 66 0.0 0.0

13 12 22 1 10.6 52 2.3 180

13 12 22 2 9.9 49 0.0 0.0

13 12 22 3 10.3 53 1.9 180

13 12 22 4 9.8 54 2.1 225

13 12 22 5 11.1 52 0.0 0.0

13 12 22 6 12.7 49 2.1 45

13 12 22 7 13.5 53 0 0

13 12 22 8 14.6 52 2.4 90

13 12 22 9 18.5 51 0.0 0.0

13 12 22 10 20.5 50 2.3 45

13 12 22 11 21.6 49 2.5 180

13 12 22 12 23.2 48 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 22 13 25.2 49 2.5 360

13 12 22 14 26.1 47 0 0

13 12 22 15 24.7 48 2.6 360

13 12 22 16 23.5 49 1.9 45

13 12 22 17 22.1 49 0 0

13 12 22 18 20.5 50 2.8 45

13 12 22 19 19.8 51 0.0 0.0

13 12 22 20 22.1 52 2.4 45

13 12 22 21 20.5 53 2.3 360

13 12 22 22 18.6 52 0.0 0.0

13 12 22 23 16.5 50 1.9 360

13 12 22 24 15.8 51 0.0 0.0

13 12 23 1 14.3 65 0 0

13 12 23 2 13.3 67 2.1 180

13 12 23 3 12.5 72 0.0 0.0

13 12 23 4 10 78 1.9 45

13 12 23 5 11.9 73 0.0 0.0

13 12 23 6 12.5 65 2.0 360

13 12 23 7 14.7 61 0.0 0.0

13 12 23 8 16.9 52 0 0

13 12 23 9 18.5 49 0 0

13 12 23 10 19.6 45 2.6 315

13 12 23 11 22.5 42 2.8 90

13 12 23 12 24.3 44 3.0 360

13 12 23 13 26.2 42 0 0

13 12 23 14 26.9 41 2.9 360

13 12 23 15 25.6 43 2.5 338

13 12 23 16 24.1 44 2.2 45

13 12 23 17 23.4 47 2.6 360

13 12 23 18 21.1 49 0 0

13 12 23 19 20.5 49 0 0

13 12 23 20 18.9 51 2.8 90

13 12 23 21 17.5 56 0.0 0.0

13 12 23 22 16.3 53 2.7 135

13 12 23 23 15.2 54 2.4 45

13 12 23 24 14.8 56 0.0 0.0

13 12 24 1 14.2 62 2.3 360







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 24 2 13.5 64 0.0 0.0

13 12 24 3 12.9 63 0 0

13 12 24 4 11.6 67 0.0 0.0

13 12 24 5 13.9 65 0.0 0.0

13 12 24 6 14.5 63 2.2 360

13 12 24 7 16.2 59 2.1 225.0

13 12 24 8 18.5 57 0.0 0.0

13 12 24 9 20.6 56 0 0

13 12 24 10 22.5 55 2.1 90

13 12 24 11 23.7 54 2.4 360

13 12 24 12 25.6 50 0 0

13 12 24 13 26.1 49 2.5 45

13 12 24 14 26.6 45 2.7 338

13 12 24 15 26.2 49 3.0 360

13 12 24 16 25.7 52 3.1 158

13 12 24 17 24.2 53 2.8 248

13 12 24 18 22.1 57 2.4 45

13 12 24 19 20.2 59 0.0 0.0

13 12 24 20 17.9 59 2.3 90

13 12 24 21 16.5 62 0.0 0.0

13 12 24 22 14.7 65 0.0 0.0

13 12 24 23 13.4 63 2.2 225.0

13 12 24 24 12.7 62 0.0 0.0

13 12 25 1 18.6 51 1.9 45

13 12 25 2 17.4 53 0.0 0.0

13 12 25 3 14.2 55 2.1 45

13 12 25 4 13.5 58 2.3 135

13 12 25 5 15.9 56 0.0 0.0

13 12 25 6 17.5 54 0 0

13 12 25 7 20.6 52 0.0 0.0

13 12 25 8 22.5 50 2.4 360

13 12 25 9 23.6 49 2.3 158

13 12 25 10 24.8 47 2.5 135

13 12 25 11 25.9 45 2.2 45

13 12 25 12 26.3 44 2.6 90

13 12 25 13 27.1 43 0 0

13 12 25 14 27.3 42 2.5 360







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 25 15 27.2 44 2.8 135

13 12 25 16 26.5 45 2.9 360

13 12 25 17 24.2 47 0 0

13 12 25 18 23.9 49 2.4 248

13 12 25 19 22.5 51 2.5 135

13 12 25 20 21.6 52 2.3 90

13 12 25 21 20.1 53 0 0

13 12 25 22 19.2 55 0.0 0.0

13 12 25 23 18.5 53 0.0 0.0

13 12 25 24 16.6 56 2.4 135

13 12 26 1 18.6 69 2.3 360

13 12 26 2 17.4 66 2.2 45

13 12 26 3 14.9 70 0.0 0.0

13 12 26 4 14.6 71 0.0 0.0

13 12 26 5 15.9 69 2.1 360

13 12 26 6 17.5 66 1.9 45

13 12 26 7 20.6 64 0.0 0.0

13 12 26 8 22.5 63 0.0 0.0

13 12 26 9 23.6 61 2.2 360

13 12 26 10 24.8 60 2.3 45

13 12 26 11 25.9 59 2.4 158

13 12 26 12 26.3 57 2.7 360

13 12 26 13 27.1 54 2.8 90

13 12 26 14 28.8 53 0 0

13 12 26 15 26.5 55 2.4 45

13 12 26 16 25.9 57 2.6 135

13 12 26 17 23.5 58 2.5 360

13 12 26 18 22.1 61 2.3 68

13 12 26 19 20.5 63 2.4 45

13 12 26 20 19.8 64 2.3 360

13 12 26 21 18.6 65 2.2 45

13 12 26 22 17.5 66 0.0 0.0

13 12 26 23 16.5 68 2.1 315

13 12 26 24 16.1 69 0.0 0.0

13 12 27 1 18.6 72 0.0 0.0

13 12 27 2 17.4 71 0.0 135

13 12 27 3 14.9 72 1.9 45







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 27 4 14 73 0.0 0.0

13 12 27 5 15.9 69 2.2 90

13 12 27 6 17.5 68 0.0 0.0

13 12 27 7 20.6 67 0.0 0.0

13 12 27 8 22.5 64 2.3 360

13 12 27 9 23.6 64 2.4 45

13 12 27 10 24.8 63 2.2 90

13 12 27 11 25.9 62 2.5 135

13 12 27 12 26.3 61 2.3 45

13 12 27 13 27.1 58 0 0

13 12 27 14 27.8 54 2.1 180

13 12 27 15 26.5 56 2.5 180

13 12 27 16 25.9 59 2.7 180

13 12 27 17 23.5 62 2.4 180

13 12 27 18 22.1 61 2.5 180

13 12 27 19 20.5 63 2.4 180

13 12 27 20 19.8 64 2.3 180

13 12 27 21 18.6 63 2.4 45

13 12 27 22 17.5 61 0 0

13 12 27 23 16.5 59 0.0 0.0

13 12 27 24 16.1 57 0.0 0.0

13 12 28 1 18.6 60 2.1 45

13 12 28 2 17.4 62 0.0 0.0

13 12 28 3 14.9 59 1.9 225.0

13 12 28 4 13 62 0.0 0.0

13 12 28 5 15.9 59 2.2 45

13 12 28 6 17.5 57 0.0 0.0

13 12 28 7 20.6 56 2.3 360

13 12 28 8 22.5 55 2.2 45

13 12 28 9 23.6 54 2.5 180

13 12 28 10 24.8 52 2.6 45

13 12 28 11 25.9 50 2.4 90

13 12 28 12 26.3 49 2.7 45

13 12 28 13 27.1 48 2.9 225.0

13 12 28 14 27.7 47 3.3 180

13 12 28 15 26.5 48 0 0

13 12 28 16 25.9 50 3.0 180







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 28 17 23.5 51 2.8 90

13 12 28 18 22.1 53 2.6 158

13 12 28 19 20.5 54 2.3 45

13 12 28 20 19.8 55 0.0 0.0

13 12 28 21 18.6 57 0.0 0.0

13 12 28 22 17.5 59 1.9 360

13 12 28 23 16.5 61 0.0 0.0

13 12 28 24 16.1 63 0.0 0.0

13 12 29 1 12.3 69 2.1 45

13 12 29 2 12.4 72 0.0 0.0

13 12 29 3 12.1 71 0.0 0.0

13 12 29 4 11.7 75 2.2 45

13 12 29 5 12.1 70 0.0 0.0

13 12 29 6 12.6 68 0.0 0.0

13 12 29 7 12.9 63 2.1 360

13 12 29 8 13.5 59 0.0 0.0

13 12 29 9 14.2 54 0 0

13 12 29 10 16.2 47 2.5 360

13 12 29 11 18.5 44 2.4 45

13 12 29 12 20.2 42 2.7 45

13 12 29 13 22.7 41 2.9 360

13 12 29 14 24 40 2.8 45

13 12 29 15 23.1 42 0 0

13 12 29 16 22.2 44 2.6 45

13 12 29 17 19.5 46 2.8 360

13 12 29 18 18.2 47 0 0

13 12 29 19 17.4 49 2.4 180

13 12 29 20 16.9 51 0 0

13 12 29 21 15.5 52 0.0 0.0

13 12 29 22 14.9 54 2.3 45

13 12 29 23 13.9 57 2.2 90

13 12 29 24 12.2 59 0.0 0.0

13 12 30 1 10.6 69 0.0 0.0

13 12 30 2 9.9 73 0.0 0.0

13 12 30 3 10.3 74 1.9 45

13 12 30 4 9.5 75 0.0 0.0

13 12 30 5 11.1 74 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 30 6 12.7 73 2.1 45

13 12 30 7 13.5 72 0.0 0.0

13 12 30 8 14.6 71 2.2 360

13 12 30 9 18.5 71 2.5 45

13 12 30 10 20.5 70 2.8 158

13 12 30 11 21.6 69 2.9 45

13 12 30 12 23.2 71 2.6 180

13 12 30 13 25.2 70 0 0

13 12 30 14 25.0 68 2.5 360

13 12 30 15 24.7 69 0 0

13 12 30 16 23.5 70 2.5 360

13 12 30 17 22.1 70 2.6 135

13 12 30 18 20.5 71 2.4 45

13 12 30 19 19.8 72 2.2 45

13 12 30 20 22.1 73 0.0 0.0

13 12 30 21 20.5 72 2.1 360

13 12 30 22 18.6 71 0.0 0.0

13 12 30 23 16.5 73 2.0 135

13 12 30 24 15.8 74 2.3 158

13 12 31 1 10.2 43 0.0 0.0

13 12 31 2 9.8 45 0.0 0.0

13 12 31 3 9.9 48 0.0 0.0

13 12 31 4 8.8 49 2.2 315.0

13 12 31 5 9.3 47 0.0 0.0

13 12 31 6 9.6 46 0.0 0.0

13 12 31 7 9.9 44 2.1 68

13 12 31 8 10.5 45 0.0 0.0

13 12 31 9 12.8 43 2.3 248

13 12 31 10 14.2 42 2.5 360

13 12 31 11 15.6 41 2.6 90

13 12 31 12 18.9 39 2.8 135

13 12 31 13 20.0 37 2.9 45

13 12 31 14 23.4 33 3.2 45

13 12 31 15 21.4 38 2.7 45

13 12 31 16 19.5 41 2.5 135

13 12 31 17 18.9 42 2.3 360

13 12 31 18 17.9 45 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

13 12 31 19 16.9 44 2.1 360

13 12 31 20 16.3 42 0.0 0.0

13 12 31 21 15.2 22 0.0 0.0

13 12 31 22 13.2 39 2.3 360

13 12 31 23 11.5 41 0.0 0.0

13 12 31 24 10.3 40 0.0 0.0

14 1 1 1 10.2 67 2.2 158

14 1 1 2 11.2 69 0.0 0.0

14 1 1 3 10.3 71 0.0 0.0

14 1 1 4 9.6 67 0 0

14 1 1 5 10.5 69 0.0 0.0

14 1 1 6 11.2 67 1.8 360

14 1 1 7 12.4 64 0.0 0.0

14 1 1 8 12.9 62 0.0 0.0

14 1 1 9 14.2 59 2.0 45

14 1 1 10 16.3 57 2.2 135

14 1 1 11 18 54 2.4 360

14 1 1 12 20.2 49 2.5 135

14 1 1 13 21.7 45 2.7 90

14 1 1 14 23.7 41 2.4 225.0

14 1 1 15 22.4 48 2.7 45

14 1 1 16 21.3 51 2.6 135

14 1 1 17 19.6 54 0 0

14 1 1 18 16.9 57 2.5 360

14 1 1 19 16.3 58 2.7 45

14 1 1 20 15.2 62 0 0

14 1 1 21 13.2 66 2.6 360

14 1 1 22 12.5 71 2.3 90

14 1 1 23 10.3 70 2.2 45

14 1 1 24 9.9 66 0.0 0.0

14 1 2 1 15.8 67 0.0 0.0

14 1 2 2 14.9 63 0.0 0.0

14 1 2 3 12.5 67 2.1 360

14 1 2 4 11.2 72 0.0 0.0

14 1 2 5 12.9 65 2.2 135

14 1 2 6 13.4 62 0.0 0.0

14 1 2 7 15.5 60 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 2 8 17.6 55 2.3 45

14 1 2 9 18.9 51 0.0 0.0

14 1 2 10 19.8 49 0.0 0.0

14 1 2 11 21.2 47 2.2 315

14 1 2 12 22.6 48 2.4 45

14 1 2 13 23.9 45 2.6 135

14 1 2 14 24.6 43 2.9 45

14 1 2 15 25.1 45 2.7 360

14 1 2 16 24.3 47 2.8 45

14 1 2 17 23.5 47 2.6 135

14 1 2 18 22.8 49 2.5 45

14 1 2 19 21.4 52 2.7 360

14 1 2 20 20.3 53 2.4 135

14 1 2 21 20.1 55 2.3 45

14 1 2 22 19.8 56 0.0 0.0

14 1 2 23 18.6 57 2.2 45

14 1 2 24 17.4 58 2.1 315

14 1 3 1 12.7 74 0.0 0.0

14 1 3 2 11.5 77 0.0 0.0

14 1 3 3 10.9 80 0.0 0.0

14 1 3 4 9.9 81 2.2 45

14 1 3 5 11.4 78 0.0 0.0

14 1 3 6 12.5 76 2.1 45

14 1 3 7 13.9 72 0.0 0.0

14 1 3 8 14.4 65 0.0 0.0

14 1 3 9 16.1 62 0.0 0.0

14 1 3 10 17.7 59 2.2 45

14 1 3 11 19 57 2.5 360

14 1 3 12 21.3 56 2.8 45

14 1 3 13 22.5 53 3.0 135

14 1 3 14 23.4 51 2.9 45

14 1 3 15 23 53 2.8 45

14 1 3 16 22.3 54 2.8 45

14 1 3 17 21.9 56 2.6 360

14 1 3 18 20.2 57 0 0

14 1 3 19 18.9 59 2.5 45

14 1 3 20 16.4 62 2.3 158







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 3 21 14.5 63 2.4 360

14 1 3 22 11.3 64 2.5 158

14 1 3 23 10.4 66 0.0 0.0

14 1 3 24 9.9 69 0.0 0.0

14 1 4 1 10.2 67 0.0 0.0

14 1 4 2 9.8 69 2.2 90

14 1 4 3 9.9 72 0.0 0.0

14 1 4 4 8.1 73 0.0 0.0

14 1 4 5 9.3 71 0 0

14 1 4 6 9.6 68 0.0 0.0

14 1 4 7 9.9 66 0.0 0.0

14 1 4 8 10.5 66 2.3 225.0

14 1 4 9 12.8 64 0 0

14 1 4 10 14.2 65 2.2 45

14 1 4 11 15.6 59 2.3 360

14 1 4 12 18.9 53 2.6 360

14 1 4 13 20.0 48 2.5 45

14 1 4 14 22.4 44 2.8 225.0

14 1 4 15 21.4 45 2.9 45

14 1 4 16 19.5 50 2.6 180

14 1 4 17 18.9 53 2.5 180

14 1 4 18 17.9 59 2.7 180

14 1 4 19 16.9 61 2.4 180

14 1 4 20 16.3 65 2.3 180

14 1 4 21 15.2 68 0 180

14 1 4 22 13.2 69 0.0 180

14 1 4 23 11.5 70 2.2 180

14 1 4 24 10.3 72 0.0 0.0

14 1 5 1 10.2 72 0.0 0.0

14 1 5 2 9.8 69 2.1 360

14 1 5 3 9.9 72 0.0 0.0

14 1 5 4 8.1 73 0.0 0.0

14 1 5 5 9.3 72 2.2 90

14 1 5 6 9.6 71 0.0 0.0

14 1 5 7 9.9 69 0.0 0.0

14 1 5 8 10.5 67 2.1 360

14 1 5 9 12.8 62 1.9 45







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 5 10 14.2 55 0 0

14 1 5 11 15.6 52 2.5 45

14 1 5 12 18.9 41 2.6 225.0

14 1 5 13 20.0 38 2.7 90

14 1 5 14 22.4 37 2.6 45

14 1 5 15 21.4 39 2.7 360

14 1 5 16 19.5 42 2.5 315

14 1 5 17 18.9 44 2.4 360

14 1 5 18 17.9 46 2.6 45

14 1 5 19 16.9 45 2.5 315

14 1 5 20 16.3 47 2.7 180

14 1 5 21 15.2 52 2.6 45

14 1 5 22 13.2 59 2.3 45

14 1 5 23 11.5 63 0.0 0.0

14 1 5 24 10.3 64 2.4 360

14 1 6 1 10.6 51 0.0 0.0

14 1 6 2 9.9 53 2.1 45

14 1 6 3 10.3 54 0.0 0.0

14 1 6 4 9.4 56 1.9 90

14 1 6 5 11.1 53 0.0 0.0

14 1 6 6 12.7 51 2.0 180

14 1 6 7 13.5 49 0.0 0.0

14 1 6 8 14.6 47 0.0 0.0

14 1 6 9 18.5 45 2.4 45

14 1 6 10 20.5 44 2.6 90

14 1 6 11 21.6 43 2.7 45

14 1 6 12 23.2 42 2.9 360

14 1 6 13 25.2 41 3.1 225.0

14 1 6 14 23.4 39 3.6 45

14 1 6 15 24.7 42 2.7 315

14 1 6 16 23.5 44 2.8 45

14 1 6 17 22.1 49 2.6 90

14 1 6 18 20.5 51 2.7 248

14 1 6 19 19.8 52 2.5 45

14 1 6 20 22.1 54 0 0

14 1 6 21 20.5 53 2.6 360

14 1 6 22 18.6 55 2.4 45







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 6 23 16.5 54 0.0 0.0

14 1 6 24 15.8 53 2.1 180

14 1 7 1 10.1 53 0.0 0.0

14 1 7 2 9.8 54 0.0 0.0

14 1 7 3 9.1 56 0.0 0.0

14 1 7 4 9.8 62 1.9 45

14 1 7 5 11.1 61 0.0 0.0

14 1 7 6 12.7 59 0.0 0.0

14 1 7 7 13.5 58 2.0 360

14 1 7 8 14.6 57 2.4 45

14 1 7 9 18.5 56 0 0

14 1 7 10 20.5 55 2.2 180

14 1 7 11 21.6 54 0 0

14 1 7 12 23.2 52 2.7 45

14 1 7 13 25.2 48 0 0

14 1 7 14 25.2 46 2.8 180

14 1 7 15 24.7 49 2.5 180

14 1 7 16 23.5 52 0 0

14 1 7 17 22.1 52 2.4 45

14 1 7 18 20.5 53 0 0

14 1 7 19 19.8 54 2.5 315

14 1 7 20 22.1 58 0 0

14 1 7 21 20.5 59 2.1 45

14 1 7 22 18.6 60 2.4 360

14 1 7 23 16.5 60 0.0 0.0

14 1 7 24 15.8 61 0.0 0.0

14 1 8 1 14.3 72 0.0 0.0

14 1 8 2 13.3 75 2.2 90

14 1 8 3 12.5 75 0.0 0.0

14 1 8 4 10.2 79 2.0 45

14 1 8 5 11.9 77 0.0 0.0

14 1 8 6 12.5 76 0.0 0.0

14 1 8 7 14.7 75 2.2 360

14 1 8 8 16.9 73 0.0 0.0

14 1 8 9 18.5 70 0 0

14 1 8 10 19.6 66 2.6 45

14 1 8 11 22.5 54 2.5 360







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 8 12 24.3 52 0 0

14 1 8 13 26.2 48 2.7 45

14 1 8 14 26.1 46 2.9 360

14 1 8 15 25.6 49 0 0

14 1 8 16 24.1 50 2.8 225.0

14 1 8 17 23.4 52 2.7 360

14 1 8 18 21.1 56 2.5 90

14 1 8 19 20.5 58 2.3 45

14 1 8 20 18.9 62 2.4 90

14 1 8 21 17.5 69 2.2 45

14 1 8 22 16.3 71 0.0 0.0

14 1 8 23 15.2 73 2.3 360

14 1 8 24 14.8 74 0.0 0.0

14 1 9 1 11.9 65 0 0

14 1 9 2 11.7 66 0.0 0.0

14 1 9 3 11.3 68 0.0 0.0

14 1 9 4 10.5 71 2.1 360

14 1 9 5 11.9 67 0.0 0.0

14 1 9 6 12.3 65 0.0 0.0

14 1 9 7 13.7 64 2.2 360

14 1 9 8 15.2 62 0.0 0.0

14 1 9 9 17.4 61 2.3 315

14 1 9 10 18.9 59 2.5 45

14 1 9 11 19.3 57 2.7 225.0

14 1 9 12 21.6 54 2.9 360

14 1 9 13 23.4 49 3.1 45

14 1 9 14 25.9 45 3.6 90

14 1 9 15 24.2 48 2.6 90

14 1 9 16 21.8 52 2.7 45

14 1 9 17 20.4 54 0 0

14 1 9 18 19.8 56 2.5 90

14 1 9 19 19.5 55 0 0

14 1 9 20 18.6 59 2.1 45

14 1 9 21 17.9 62 0.0 0.0

14 1 9 22 16.8 65 1.8 158

14 1 9 23 16.1 69 0.0 0.0

14 1 9 24 15.2 70 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 10 1 14.2 73 1.7 45

14 1 10 2 13.5 75 0.0 0.0

14 1 10 3 12.9 77 1.9 360

14 1 10 4 11.2 83 0.0 0.0

14 1 10 5 13.9 75 0.0 0.0

14 1 10 6 14.5 71 2.2 360

14 1 10 7 16.2 66 0.0 0.0

14 1 10 8 18.5 63 0 0

14 1 10 9 20.6 61 0 0

14 1 10 10 22.5 59 2.7 45

14 1 10 11 23.7 55 2.5 180

14 1 10 12 25.6 52 2.8 225.0

14 1 10 13 26.1 50 3.5 360

14 1 10 14 26.4 45 4.6 360

14 1 10 15 26.2 46 3.1 360

14 1 10 16 25.7 48 0 0

14 1 10 17 24.2 49 2.5 45

14 1 10 18 22.1 51 2.1 225.0

14 1 10 19 20.2 52 0.0 0.0

14 1 10 20 17.9 54 1.9 315

14 1 10 21 16.5 56 0.0 0.0

14 1 10 22 14.7 57 0.0 0.0

14 1 10 23 13.4 58 1.8 45

14 1 10 24 12.7 61 0.0 0.0

14 1 11 1 16.1 72 0.0 0.0

14 1 11 2 15.7 73 2.0 45

14 1 11 3 14.9 75 0.0 0.0

14 1 11 4 12.3 76 0.0 0.0

14 1 11 5 13.4 73 1.9 248

14 1 11 6 13.1 75 0.0 0.0

14 1 11 7 14.2 72 0 0

14 1 11 8 15.6 65 2.4 315

14 1 11 9 16.9 62 2.3 45

14 1 11 10 18.9 59 2.7 45

14 1 11 11 20.5 58 2.5 225.0

14 1 11 12 22.1 56 2.9 315

14 1 11 13 24.9 57 2.4 45







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 11 14 26.9 55 2.3 360

14 1 11 15 25.6 56 0 0

14 1 11 16 24.8 59 2.5 45

14 1 11 17 22.4 62 2.7 360

14 1 11 18 21.6 63 2.3 248

14 1 11 19 20.5 65 2.8 45

14 1 11 20 18.6 66 2.5 315

14 1 11 21 17.9 69 2.3 135

14 1 11 22 16.8 72 0.0 0.0

14 1 11 23 16.1 73 2.3 360

14 1 11 24 15.2 75 0.0 0.0

14 1 12 1 16.1 71 0.0 0.0

14 1 12 2 15.7 72 0.0 0.0

14 1 12 3 14.9 73 2.2 315

14 1 12 4 12.4 75 0.0 0.0

14 1 12 5 13.9 72 1.8 203

14 1 12 6 14.5 66 0.0 0.0

14 1 12 7 15.3 63 0.0 0.0

14 1 12 8 16.2 61 2.2 360

14 1 12 9 17.9 59 2.5 45

14 1 12 10 18.3 57 2.7 135

14 1 12 11 19.4 58 2.6 45

14 1 12 12 21.8 56 2.4 135

14 1 12 13 23.1 54 0 0

14 1 12 14 24.3 52 2.8 45

14 1 12 15 23.7 58 2.5 135

14 1 12 16 21.9 57 2.4 45

14 1 12 17 20.3 62 2.6 90

14 1 12 18 19.1 64 0 0

14 1 12 19 18.5 66 2.1 45

14 1 12 20 17.9 68 2.2 315

14 1 12 21 16.8 69 2.3 135

14 1 12 22 15.8 71 2.1 315

14 1 12 23 13.5 72 0.0 0.0

14 1 12 24 13.9 71 2.2 315

14 1 13 1 13.1 60 0.0 0.0

14 1 13 2 12.9 61 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 13 3 12.4 60 1.8 45

14 1 13 4 11.9 63 0.0 0.0

14 1 13 5 12.1 62 1.9 135

14 1 13 6 12.6 59 0.0 0.0

14 1 13 7 12.9 56 0.0 0.0

14 1 13 8 13.5 55 2.2 360

14 1 13 9 14.2 54 0 0

14 1 13 10 16.2 53 2.3 360

14 1 13 11 18.5 52 2.7 45

14 1 13 12 20.2 47 2.5 360

14 1 13 13 22.7 45 2.9 45

14 1 13 14 23.1 41 2.4 315

14 1 13 15 23.1 43 2.3 135

14 1 13 16 22.2 44 2.6 135

14 1 13 17 19.5 47 2.5 315

14 1 13 18 18.2 48 2.7 45

14 1 13 19 17.4 52 0 0

14 1 13 20 16.9 53 2.8 45

14 1 13 21 15.5 54 0.0 0.0

14 1 13 22 14.9 57 0.0 0.0

14 1 13 23 13.9 62 2.1 0

14 1 13 24 12.2 61 0.0 0.0

14 1 14 1 10.7 64 0.0 0.0

14 1 14 2 9.4 66 1.9 45

14 1 14 3 8.3 65 0.0 0.0

14 1 14 4 9.2 72 2.1 90.0

14 1 14 5 8.5 70 2.2 315

14 1 14 6 10.2 67 2.4 360

14 1 14 7 11.9 65 0.0 0.0

14 1 14 8 12.2 63 2.0 45

14 1 14 9 13.6 59 2.4 135

14 1 14 10 14.8 54 2.3 45

14 1 14 11 15.9 49 2.2 135

14 1 14 12 17.7 44 2.6 0

14 1 14 13 19.6 37 2.7 135

14 1 14 14 21 33 2.9 45

14 1 14 15 20.9 36 2.8 360







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 14 16 19.4 37 0 0

14 1 14 17 15.1 39 2.6 45

14 1 14 18 13.2 42 2.4 360

14 1 14 19 12.8 58 2.3 315

14 1 14 20 12.1 62 2.5 360

14 1 14 21 11.9 63 2.2 360

14 1 14 22 11.1 65 2.1 180

14 1 14 23 10.9 67 0.0 180

14 1 14 24 10.5 69 0.0 180

14 1 15 1 10.1 70 2.2 180

14 1 15 2 9.8 72 0.0 180

14 1 15 3 9.4 73 1.9 180

14 1 15 4 8.1 74 0.0 180

14 1 15 5 11.2 67 2.0 180

14 1 15 6 11.9 63 0.0 0.0

14 1 15 7 12.1 58 0.0 0.0

14 1 15 8 12.9 57 0.0 0.0

14 1 15 9 13.5 54 2.7 360

14 1 15 10 14.2 51 2.5 158

14 1 15 11 16.2 48 0 0

14 1 15 12 19.5 45 2.4 45

14 1 15 13 22.7 39 3.0 360

14 1 15 14 21.6 33 3.2 180

14 1 15 15 21.7 38 3.1 45

14 1 15 16 19.5 45 2.7 180

14 1 15 17 18.2 51 2.6 45

14 1 15 18 17.4 53 2.2 360

14 1 15 19 16.9 54 2.4 315

14 1 15 20 15.5 55 2.3 90

14 1 15 21 14.9 56 0.0 0.0

14 1 15 22 14.1 57 2.1 225.0

14 1 15 23 13.9 57 0.0 0.0

14 1 15 24 12.2 58 2.2 180

14 1 16 1 11.5 50 0.0 0.0

14 1 16 2 10.9 52 0 0

14 1 16 3 10.5 53 0.0 0.0

14 1 16 4 10.0 60 1.8 225.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 16 5 11.4 58 0.0 0.0

14 1 16 6 11.9 52 0.0 0.0

14 1 16 7 12.6 49 0.0 0.0

14 1 16 8 14.9 45 2.2 180

14 1 16 9 17.3 43 2.4 180

14 1 16 10 19.5 37 2.6 360

14 1 16 11 20.2 35 0.0 0

14 1 16 12 21.5 32 2.5 360

14 1 16 13 22.8 30 3.0 180

14 1 16 14 23.0 29 2.5 135

14 1 16 15 21.8 31 3.0 135

14 1 16 16 20.4 38 2.9 135

14 1 16 17 19.8 41 3.2 45

14 1 16 18 19.5 42 2.7 315

14 1 16 19 18.6 55 2.5 135

14 1 16 20 17.9 59 2.3 315

14 1 16 21 16.8 58 0.0 0.0

14 1 16 22 15.2 57 0.0 0.0

14 1 16 23 14.5 55 0 0

14 1 16 24 13.4 56 0.0 0.0

14 1 17 1 11.5 67 0.0 0.0

14 1 17 2 10.1 69 2.1 135

14 1 17 3 8.7 71 0.0 0.0

14 1 17 4 7.8 72 0.0 0.0

14 1 17 5 9.6 65 1.9 135

14 1 17 6 11.5 62 0.0 0.0

14 1 17 7 13.2 58 0.0 0.0

14 1 17 8 15.9 46 2.4 203

14 1 17 9 18.9 42 2.2 135

14 1 17 10 20.5 33 2.6 45

14 1 17 11 22.1 31 1.9 135

14 1 17 12 23.4 29 0 0

14 1 17 13 24.1 28 2.8 135

14 1 17 14 24.3 27 2.5 315

14 1 17 15 24.2 29 3.0 135

14 1 17 16 23.1 31 2.9 45

14 1 17 17 22.2 33 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 17 18 21.2 35 2.4 135

14 1 17 19 20.1 37 2.6 360

14 1 17 20 19.5 44 0 0

14 1 17 21 18.5 48 0.0 0.0

14 1 17 22 16.4 52 0.0 0.0

14 1 17 23 15.2 55 2.2 135

14 1 17 24 14.3 56 0.0 0.0

14 1 18 1 11.5 52 2.0 135

14 1 18 2 10.1 55 0.0 0.0

14 1 18 3 8.7 56 1.8 45

14 1 18 4 7.2 64 0.0 0.0

14 1 18 5 9.6 55 0.0 0.0

14 1 18 6 11.5 49 0.0 0.0

14 1 18 7 13.2 47 2.1 135

14 1 18 8 15.9 42 2.5 360

14 1 18 9 18.9 39 3.0 45

14 1 18 10 20.5 36 2.9 135

14 1 18 11 22.1 34 3.2 135

14 1 18 12 22.6 32 2.9 45

14 1 18 13 22.9 31 0 0

14 1 18 14 23.1 29 4.0 360

14 1 18 15 23 35 2.8 248

14 1 18 16 22.9 42 2.6 315

14 1 18 17 22.2 43 2.2 45

14 1 18 18 21.2 55 2.2 135

14 1 18 19 20.1 59 0 0

14 1 18 20 19.5 62 1.8 135

14 1 18 21 18.5 59 2.3 135

14 1 18 22 16.4 60 0.0 0.0

14 1 18 23 15.2 61 2.1 45

14 1 18 24 14.3 62 0.0 0.0

14 1 19 1 11.2 53 2.2 225.0

14 1 19 2 10.5 54 0.0 0.0

14 1 19 3 9.3 55 1.9 315

14 1 19 4 8.8 62 0.0 0.0

14 1 19 5 9.3 59 0.0 0.0

14 1 19 6 9.6 53 2.2 135







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 19 7 9.9 49 2.1 45

14 1 19 8 10.5 46 0.0 0.0

14 1 19 9 12.8 44 0 0

14 1 19 10 14.2 42 2.5 360

14 1 19 11 15.6 41 2.6 180

14 1 19 12 18.9 37 2.5 180

14 1 19 13 20.0 33 3.1 180

14 1 19 14 23.8 31 2.9 180

14 1 19 15 21.4 34 3.3 180

14 1 19 16 19.5 39 2.6 180

14 1 19 17 18.9 42 3.3 180

14 1 19 18 17.9 44 2.7 180

14 1 19 19 16.9 47 2.8 180

14 1 19 20 16.3 49 2.5 360

14 1 19 21 15.2 52 0 0

14 1 19 22 13.2 53 2.2 360

14 1 19 23 11.5 54 0.0 0.0

14 1 19 24 10.3 55 0 0

14 1 20 1 11.4 55 0.0 0.0

14 1 20 2 11.1 53 0.0 0.0

14 1 20 3 10.8 52 2.0 360

14 1 20 4 11.0 58 1.9 180

14 1 20 5 12.3 52 0.0 0.0

14 1 20 6 13.9 51 2.3 180

14 1 20 7 15.9 49 0.0 0.0

14 1 20 8 17.3 47 2.4 180

14 1 20 9 18.5 45 0 0

14 1 20 10 19.2 44 0 0

14 1 20 11 20.5 41 3.2 45

14 1 20 12 22.2 40 2.9 135

14 1 20 13 24.6 37 3.3 45

14 1 20 14 25.1 34 0 0

14 1 20 15 24.2 36 2.7 360

14 1 20 16 22.3 38 0 0

14 1 20 17 21.5 39 2.3 45

14 1 20 18 20.3 42 0 0

14 1 20 19 18.2 43 2.4 360







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 20 20 17.9 44 2.2 135

14 1 20 21 17.5 48 2.4 135

14 1 20 22 17.4 52 2.3 135

14 1 20 23 16.5 55 0.0 0.0

14 1 20 24 16.3 57 0.0 0.0

14 1 21 1 14.5 48 2.2 360

14 1 21 2 13.5 49 2.1 360

14 1 21 3 12.2 52 0.0 0.0

14 1 21 4 11.4 64 0 0

14 1 21 5 12.6 59 0.0 0.0

14 1 21 6 14.2 55 0.0 0.0

14 1 21 7 16.6 53 2.3 135

14 1 21 8 17.5 51 0 0

14 1 21 9 21.3 49 0 0

14 1 21 10 23.2 47 2.7 225.0

14 1 21 11 24.2 45 2.5 135

14 1 21 12 25.9 42 2.8 135

14 1 21 13 26.5 39 0 0

14 1 21 14 27.0 38 3.0 45

14 1 21 15 26.2 39 4.1 90

14 1 21 16 24.2 42 2.9 45

14 1 21 17 23.1 44 3.2 135

14 1 21 18 21.2 46 2.6 360

14 1 21 19 20.8 48 0 0

14 1 21 20 19.5 52 2.5 360

14 1 21 21 18.5 55 2.3 45

14 1 21 22 17.3 59 0.0 0.0

14 1 21 23 16.4 60 0.0 0.0

14 1 21 24 16.1 61 0.0 0.0

14 1 22 1 15.8 50 0.0 0.0

14 1 22 2 14.9 59 2.1 135

14 1 22 3 12.5 64 0.0 0.0

14 1 22 4 10.6 66 1.9 135

14 1 22 5 15.8 63 2.9 135

14 1 22 6 16.4 62 0.0 0.0

14 1 22 7 17.6 65 0 0

14 1 22 8 18.5 61 2.1 360







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 22 9 19.3 59 2.4 293

14 1 22 10 20.4 55 2.7 135

14 1 22 11 21.2 50 2.5 158

14 1 22 12 22.6 49 2.8 360

14 1 22 13 23.7 44 2.6 45

14 1 22 14 26.3 35 2.5 203

14 1 22 15 24.2 38 3.5 135

14 1 22 16 23.3 41 4.0 135

14 1 22 17 22.8 42 2.9 135

14 1 22 18 22.5 45 0 0

14 1 22 19 21.4 49 0 0

14 1 22 20 20.3 52 2.4 135

14 1 22 21 20.1 54 1.9 45

14 1 22 22 19.8 59 1.8 293

14 1 22 23 18.6 62 0.0 0.0

14 1 22 24 17.4 64 0.0 0.0

14 1 23 1 12.5 55 2.2 180

14 1 23 2 10.2 57 2.1 180

14 1 23 3 9.4 59 0.0 180

14 1 23 4 8.3 61 0.0 180

14 1 23 5 9.8 54 2.3 180

14 1 23 6 10.6 49 2.3 180

14 1 23 7 10.9 47 2.5 45

14 1 23 8 11.5 43 2.7 180

14 1 23 9 13.5 44 2.5 180

14 1 23 10 15.6 42 2.2 315

14 1 23 11 16.8 41 2.6 45

14 1 23 12 18.5 39 2.9 45

14 1 23 13 22.5 31 3.5 180

14 1 23 14 23.5 26 0.0 0

14 1 23 15 21.1 32 3.1 225

14 1 23 16 19.8 40 2.6 180

14 1 23 17 19.4 41 2.2 135

14 1 23 18 18.5 49 2.4 360

14 1 23 19 18.3 52 0 0

14 1 23 20 17.4 55 2.6 135

14 1 23 21 16.9 57 2.4 360







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 23 22 16.5 58 0.0 0.0

14 1 23 23 15.8 59 0.0 0.0

14 1 23 24 13.2 60 2.2 135

14 1 24 1 11.5 65 2.4 225.0

14 1 24 2 10.9 67 0.0 0.0

14 1 24 3 9.5 69 0 0

14 1 24 4 7.2 74 2.3 225.0

14 1 24 5 9.8 73 1.9 203

14 1 24 6 10.5 65 0.0 0.0

14 1 24 7 12.6 52 1.9 135

14 1 24 8 14.9 41 2.1 225.0

14 1 24 9 17.3 38 2.4 135

14 1 24 10 19.5 30 2.2 360

14 1 24 11 20.2 24 0 0

14 1 24 12 21.5 25 0 0

14 1 24 13 22.2 24 2.5 45

14 1 24 14 24.2 23 2.3 135

14 1 24 15 21.8 26 0 0

14 1 24 16 20.4 29 2.6 135

14 1 24 17 19.8 31 1.9 360

14 1 24 18 19.5 35 1.8 45

14 1 24 19 18.6 37 0 0

14 1 24 20 17.9 40 2.3 135

14 1 24 21 16.8 42 2.4 135

14 1 24 22 15.2 44 2.2 360

14 1 24 23 14.5 45 2.1 225.0

14 1 24 24 13.4 56 0.0 0.0

14 1 25 1 12.7 57 1.9 180

14 1 25 2 11.2 58 1.8 180

14 1 25 3 10.8 63 0.0 180

14 1 25 4 8 73 0.0 180

14 1 25 5 10.5 65 2.0 180

14 1 25 6 12.8 56 0.0 0.0

14 1 25 7 15.6 54 2.2 180

14 1 25 8 18.6 52 2.2 180

14 1 25 9 19.5 48 2.6 180

14 1 25 10 20.8 45 1.9 248







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 25 11 22.2 41 1.8 45

14 1 25 12 23.4 38 0 0

14 1 25 13 23.9 35 2.5 180

14 1 25 14 24.7 33 3.0 180

14 1 25 15 23.5 35 2.9 360

14 1 25 16 22.8 39 3.2 45

14 1 25 17 22.4 40 0 0

14 1 25 18 21.2 42 3.5 180

14 1 25 19 20.8 45 2.7 360

14 1 25 20 19.5 48 2.8 135

14 1 25 21 18.5 50 2.2 90

14 1 25 22 17.3 52 2.6 360

14 1 25 23 16.4 59 2.4 45

14 1 25 24 15.2 62 0.0 0.0

14 1 26 1 14.7 55 0.0 0.0

14 1 26 2 13.2 57 0 0

14 1 26 3 12.8 59 0.0 0.0

14 1 26 4 9.6 63 0.0 0.0

14 1 26 5 15.6 62 2.0 203

14 1 26 6 16.4 59 0.0 0.0

14 1 26 7 17.6 58 2.3 135

14 1 26 8 18.5 57 2.5 45

14 1 26 9 19.3 51 2.6 360

14 1 26 10 20.4 49 2.5 45

14 1 26 11 21.2 45 3.1 203

14 1 26 12 22.6 39 2.9 135

14 1 26 13 24.2 33 0 0

14 1 26 14 26.7 25 2.6 270

14 1 26 15 24.2 34 3.3 203

14 1 26 16 23.3 36 2.7 360

14 1 26 17 22.7 37 0 0

14 1 26 18 21.8 42 2.5 45

14 1 26 19 21.4 45 0 0

14 1 26 20 20.3 49 0.0 0.0

14 1 26 21 20.1 52 2.2 135

14 1 26 22 19.5 53 0.0 0.0

14 1 26 23 17.2 55 2.1 360







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 26 24 15.3 59 0.0 0.0

14 1 27 1 14.3 60 1.9 135

14 1 27 2 13.2 61 0.0 0.0

14 1 27 3 12.5 59 0.0 0.0

14 1 27 4 10.9 62 1.8 135

14 1 27 5 13.5 58 0.0 0.0

14 1 27 6 14.6 57 0.0 0.0

14 1 27 7 16.8 55 2.3 135

14 1 27 8 18.5 50 0 0

14 1 27 9 19.6 49 2.8 203

14 1 27 10 20.5 42 2.9 360

14 1 27 11 21.6 38 2.6 360

14 1 27 12 23.4 33 0 0

14 1 27 13 25.2 31 1.9 293

14 1 27 14 28.4 29 2.0 135

14 1 27 15 24.5 33 2.4 45

14 1 27 16 24.0 39 0 0

14 1 27 17 23.5 41 3.1 360

14 1 27 18 22.1 42 2.8 45

14 1 27 19 20.5 45 2.6 45

14 1 27 20 19.8 49 0 0

14 1 27 21 18.6 51 1.9 135

14 1 27 22 17.5 53 1.8 45

14 1 27 23 16.5 55 0.0 0.0

14 1 27 24 14.5 60 0.0 0.0

14 1 28 1 13.6 45 2.1 135

14 1 28 2 13.1 47 2.0 360

14 1 28 3 12.5 49 0.0 0.0

14 1 28 4 12.3 52 1.9 360

14 1 28 5 12.9 49 0.0 0.0

14 1 28 6 13.4 45 2.2 225.0

14 1 28 7 15.6 41 2.6 203

14 1 28 8 16.9 40 2.8 135

14 1 28 9 18.5 39 2.5 45

14 1 28 10 19.6 39 2.6 135

14 1 28 11 22.5 37 0 0

14 1 28 12 24.3 38 2.7 360







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 28 13 25.9 36 2.8 360

14 1 28 14 31.8 35 2.9 135

14 1 28 15 25.6 37 2.6 45

14 1 28 16 24.1 39 2.3 135

14 1 28 17 23.4 40 2.5 45

14 1 28 18 21.1 42 0.0 0

14 1 28 19 20.5 46 2.9 360

14 1 28 20 18.9 49 0 0

14 1 28 21 17.5 51 0 0

14 1 28 22 16.3 50 0.0 0.0

14 1 28 23 15.2 49 1.9 135

14 1 28 24 14.3 51 0.0 0.0

14 1 29 1 13.3 50 0.0 0.0

14 1 29 2 12.9 52 1.8 135

14 1 29 3 12.7 54 0.0 0.0

14 1 29 4 16.4 55 0.0 0.0

14 1 29 5 14.2 54 2.5 360

14 1 29 6 15.3 52 0 0

14 1 29 7 16.6 48 2.4 360

14 1 29 8 18.5 45 2.3 293

14 1 29 9 19.3 41 2.5 360

14 1 29 10 20.4 38 2.7 360

14 1 29 11 21.2 35 0 0

14 1 29 12 22.6 34 0 0

14 1 29 13 23.7 33 3.0 135

14 1 29 14 30.9 32 2.9 45

14 1 29 15 22.2 35 3.2 135

14 1 29 16 20.5 39 0 0

14 1 29 17 18.2 40 0 0

14 1 29 18 16.3 42 2.7 45

14 1 29 19 15.8 45 2.5 360

14 1 29 20 14.2 48 2.6 135

14 1 29 21 13.9 50 2.4 45

14 1 29 22 13.2 52 0.0 0.0

14 1 29 23 12.1 50 0 0

14 1 29 24 11.8 49 2.5 360

14 1 30 1 12.1 67 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 30 2 11.8 65 2.2 225.0

14 1 30 3 11.5 63 0.0 0.0

14 1 30 4 17.8 69 2.1 203

14 1 30 5 13.8 66 0.0 0.0

14 1 30 6 15.4 65 0.0 0.0

14 1 30 7 16.6 62 2.4 360

14 1 30 8 18.5 61 2.6 135

14 1 30 9 19.3 59 2.2 293

14 1 30 10 20.4 58 0.0 0.0

14 1 30 11 22.2 58 2.4 45

14 1 30 12 24.6 55 2.2 360

14 1 30 13 26.9 54 2.6 45

14 1 30 14 31.1 51 1.9 360

14 1 30 15 24.9 53 1.8 135

14 1 30 16 23.4 55 2.8 135

14 1 30 17 21.2 56 2.5 135

14 1 30 18 19.6 61 3.0 203

14 1 30 19 18.2 61 0 0

14 1 30 20 17.5 60 3.2 360

14 1 30 21 16.9 62 2.4 203

14 1 30 22 15.2 63 2.6 135

14 1 30 23 14.9 68 0.0 0.0

14 1 30 24 13.9 67 0.0 0.0

14 1 31 1 13.6 66 2.3 45

14 1 31 2 12.5 63 0.0 0.0

14 1 31 3 12.1 64 2.2 360

14 1 31 4 16.7 68 0.0 0.0

14 1 31 5 15.8 67 2.1 270

14 1 31 6 16.4 63 0.0 0.0

14 1 31 7 17.6 57 0.0 0.0

14 1 31 8 18.5 54 2.4 90

14 1 31 9 19.3 52 2.2 45

14 1 31 10 20.4 49 0.0 0.0

14 1 31 11 21.2 47 1.9 135

14 1 31 12 22.6 44 0 0

14 1 31 13 24.5 41 2.4 135

14 1 31 14 28.2 39 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 1 31 15 25.2 41 2.5 360

14 1 31 16 24.3 47 0 0

14 1 31 17 23.5 49 3.0 45

14 1 31 18 22.8 52 3.1 135

14 1 31 19 21.4 53 2.8 360

14 1 31 20 20.3 56 2.4 135

14 1 31 21 20.1 59 2.7 135

14 1 31 22 19.8 52 2.3 90

14 1 31 23 19.6 58 0.0 0.0

14 1 31 24 19.4 64 4.1 90.0

14 2 1 1 18.5 62 0.0 0.0

14 2 1 2 17.5 65 2.1 45

14 2 1 3 16.3 67 0.0 0.0

14 2 1 4 14.4 70 2.2 360

14 2 1 5 16.8 67 0.0 0.0

14 2 1 6 17.5 68 0.0 0.0

14 2 1 7 18.9 60 1.9 315

14 2 1 8 20.2 55 2.1 45

14 2 1 9 21.6 49 1.8 360

14 2 1 10 22.8 44 0 0

14 2 1 11 23.7 39 2.2 135

14 2 1 12 24.5 38 2.5 360

14 2 1 13 25.7 36 0 0

14 2 1 14 29.1 33 2.9 45

14 2 1 15 25.8 35 3.1 90

14 2 1 16 25.2 37 2.6 135

14 2 1 17 24.3 40 0 0

14 2 1 18 23.2 42 2.8 315

14 2 1 19 22.4 44 2.4 360

14 2 1 20 21.5 45 2.6 45

14 2 1 21 20.1 49 2.3 360

14 2 1 22 19.8 53 2.5 135

14 2 1 23 19.5 65 0.0 0.0

14 2 1 24 18.9 69 1.9 45

14 2 2 1 16.9 55 0 0

14 2 2 2 14.2 54 0 0

14 2 2 3 12.5 53 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 2 4 12.7 59 2.0 135

14 2 2 5 12.5 54 0.0 0.0

14 2 2 6 13.6 51 2.7 135

14 2 2 7 14.5 49 2.5 225.0

14 2 2 8 14.9 47 2.7 45

14 2 2 9 16.8 45 2.9 135

14 2 2 10 19.5 44 0.0 0

14 2 2 11 22.5 42 2.5 90

14 2 2 12 25.2 41 2.9 45

14 2 2 13 26.3 39 0 0

14 2 2 14 29.1 36 3.2 135

14 2 2 15 26.5 37 3.0 45

14 2 2 16 25.1 42 2.6 135

14 2 2 17 24.2 45 1.9 45

14 2 2 18 23.5 49 0 0

14 2 2 19 22.8 52 2.7 203

14 2 2 20 21.9 53 2.4 45

14 2 2 21 20.9 55 2.6 135

14 2 2 22 18.4 53 2.3 135

14 2 2 23 16.3 56 0.0 0.0

14 2 2 24 14.2 57 2.8 360

14 2 3 1 13.3 60 2.1 360

14 2 3 2 12.5 64 0.0 0.0

14 2 3 3 11.1 66 1.8 225.0

14 2 3 4 13.9 68 0.0 0.0

14 2 3 5 15.9 67 1.9 135

14 2 3 6 17.5 63 0.0 0.0

14 2 3 7 20.6 58 1.3 135

14 2 3 8 22.5 57 0 0

14 2 3 9 23.6 55 2.6 135

14 2 3 10 24.8 50 2.5 248

14 2 3 11 25.9 49 2.9 45

14 2 3 12 26.3 42 0 0

14 2 3 13 27.9 38 0.0 0

14 2 3 14 28.5 39 3.1 135

14 2 3 15 27.5 43 2.7 68

14 2 3 16 26.5 45 2.4 135







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 3 17 24.2 47 0 0

14 2 3 18 23.9 46 2.8 135

14 2 3 19 21.6 45 2.5 248

14 2 3 20 20.1 49 2.7 293

14 2 3 21 19.2 51 0 0

14 2 3 22 18.5 53 2.2 315

14 2 3 23 17.6 55 0.0 0.0

14 2 3 24 15.4 60 2.1 90

14 2 4 1 12.2 64 0.0 0.0

14 2 4 2 10.3 68 2.0 135

14 2 4 3 9.5 70 0.0 0.0

14 2 4 4 15.7 72 2.1 48.0

14 2 4 5 10.5 69 0 0

14 2 4 6 13.6 63 2.6 360

14 2 4 7 15.6 58 1.9 225.0

14 2 4 8 18.5 57 0 0

14 2 4 9 19.3 55 2.8 315

14 2 4 10 21.2 49 2.9 360

14 2 4 11 22.6 45 3.2 135

14 2 4 12 24.5 44 2.7 45

14 2 4 13 26.3 42 2.5 45

14 2 4 14 29.9 41 2.4 90

14 2 4 15 25.2 45 2.8 158

14 2 4 16 24.3 49 2.6 135

14 2 4 17 23.5 51 2.5 225.0

14 2 4 18 22.8 53 0 0

14 2 4 19 21.4 55 2.1 135

14 2 4 20 20.3 60 0.0 0.0

14 2 4 21 18.2 61 2.4 135

14 2 4 22 17.5 62 0 0

14 2 4 23 16.8 64 0.0 0.0

14 2 4 24 16.2 60 2.1 360

14 2 5 1 15.4 61 0.0 0.0

14 2 5 2 14.8 62 2.5 360

14 2 5 3 13.6 64 0.0 0.0

14 2 5 4 15.0 73 0 0

14 2 5 5 13.8 63 2.1 135







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 5 6 14.5 58 0.0 0.0

14 2 5 7 15.6 52 0.0 0.0

14 2 5 8 16.9 49 2.3 225.0

14 2 5 9 18.5 44 0 0

14 2 5 10 19.6 37 2.1 4.8

14 2 5 11 22.5 35 0 0

14 2 5 12 24.3 32 2.6 360

14 2 5 13 27.2 29 2.3 90

14 2 5 14 29.7 28 1.9 45

14 2 5 15 26.6 31 2.0 135

14 2 5 16 24.1 38 2.4 360

14 2 5 17 23.4 41 0 0

14 2 5 18 21.1 42 0 0

14 2 5 19 20.5 55 2.8 90

14 2 5 20 18.9 57 2.6 135

14 2 5 21 17.5 59 2.2 135

14 2 5 22 16.3 60 0.0 0.0

14 2 5 23 15.2 62 2.1 135

14 2 5 24 14.8 63 0.0 0.0

14 2 6 1 14.5 45 2.3 68.0

14 2 6 2 13.5 46 0.0 0.0

14 2 6 3 13.2 48 1.9 225.0

14 2 6 4 13.3 55 0.0 0.0

14 2 6 5 14.5 53 0.0 0.0

14 2 6 6 15.6 54 2.2 135

14 2 6 7 17.5 43 2.1 48.0

14 2 6 8 18.6 41 0.0 0.0

14 2 6 9 19.5 38 2.4 360

14 2 6 10 20.8 35 2.5 45

14 2 6 11 22.2 33 2.6 45

14 2 6 12 23.4 29 2.9 135

14 2 6 13 24.2 27 0 0

14 2 6 14 29 25 2.8 360

14 2 6 15 24.1 27 0 0

14 2 6 16 23.2 31 2.7 135

14 2 6 17 22.4 33 2.5 315

14 2 6 18 21.2 37 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 6 19 20.8 39 2.4 135

14 2 6 20 19.5 41 0.0 0.0

14 2 6 21 18.5 42 0.0 0.0

14 2 6 22 17.3 44 2.1 225.0

14 2 6 23 16.4 47 0.0 0.0

14 2 6 24 16.1 51 1.9 135

14 2 7 1 15.8 44 0.0 0.0

14 2 7 2 14.3 52 0.0 0.0

14 2 7 3 13.8 61 2.3 135

14 2 7 4 16.2 62 2.5 45

14 2 7 5 14.6 60 2.4 360

14 2 7 6 16.4 57 2.2 90

14 2 7 7 17.6 46 0.0 0.0

14 2 7 8 18.5 45 0 0

14 2 7 9 19.3 41 2.3 270

14 2 7 10 20.4 38 2.6 203

14 2 7 11 21.2 35 2.5 45

14 2 7 12 22.6 32 3.0 135

14 2 7 13 24.5 30 2.9 135

14 2 7 14 26.6 28 3.2 45

14 2 7 15 25.2 31 0 0

14 2 7 16 24.3 37 2.9 135

14 2 7 17 23.5 40 2.8 90

14 2 7 18 22.8 42 2.7 360

14 2 7 19 21.4 43 2.6 135

14 2 7 20 20.3 45 2.3 360

14 2 7 21 19.8 47 2.5 45

14 2 7 22 18.5 48 0 0

14 2 7 23 17.3 50 2.6 360

14 2 7 24 16.7 52 0.0 0.0

14 2 8 1 15.4 59 2.2 135

14 2 8 2 14.5 62 0.0 0.0

14 2 8 3 12.4 64 2.1 203

14 2 8 4 15.5 72 0.0 0.0

14 2 8 5 12.5 65 0.0 0.0

14 2 8 6 14.6 61 0.0 0.0

14 2 8 7 17.6 55 2.4 225.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 8 8 18.5 53 2.3 203

14 2 8 9 19.3 51 2.5 45

14 2 8 10 20.4 50 0.0 0

14 2 8 11 21.2 49 2.9 360

14 2 8 12 24.2 42 3.2 45

14 2 8 13 25.2 39 0 0

14 2 8 14 29.9 33 2.7 135

14 2 8 15 25.2 34 2.6 135

14 2 8 16 24.3 38 2.8 360

14 2 8 17 23.5 39 2.4 45

14 2 8 18 22.8 45 0 0

14 2 8 19 21.4 48 2.3 45

14 2 8 20 20.3 55 2.2 225.0

14 2 8 21 20.1 59 2.4 360

14 2 8 22 19.5 62 0.0 0.0

14 2 8 23 17.2 64 0.0 0.0

14 2 8 24 15.3 66 0.0 0.0

14 2 9 1 13.6 67 1.9 135

14 2 9 2 10.3 69 1.8 45

14 2 9 3 9.1 71 0.0 0.0

14 2 9 4 13.9 85 0.0 0.0

14 2 9 5 10.5 79 2.1 360

14 2 9 6 18.6 74 2.8 45

14 2 9 7 21.5 68 0.0 0.0

14 2 9 8 22.2 66 2.2 270

14 2 9 9 23.5 64 2.5 45

14 2 9 10 24.8 59 0.0 0

14 2 9 11 25.2 56 2.9 135

14 2 9 12 25.5 51 0 0

14 2 9 13 26.6 50 2.9 45

14 2 9 14 28.0 49 2.8 135

14 2 9 15 26.2 51 2.7 360

14 2 9 16 25.6 53 2.6 135

14 2 9 17 25.2 58 0 0

14 2 9 18 23.1 62 2.7 45

14 2 9 19 20.2 64 2.9 360

14 2 9 20 18.6 67 2.5 45







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 9 21 16.5 69 2.4 135

14 2 9 22 15.2 72 2.3 360

14 2 9 23 14.3 76 0.0 0.0

14 2 9 24 13.5 79 0.0 0.0

14 2 10 1 12.7 75 1.9 135

14 2 10 2 11.9 82 0.0 0.0

14 2 10 3 11.4 85 0 0

14 2 10 4 15.1 94 1.9 48.0

14 2 10 5 11.8 89 0.0 0.0

14 2 10 6 12.5 87 0.0 0.0

14 2 10 7 14.3 86 2.3 135

14 2 10 8 16.6 85 2.1 225.0

14 2 10 9 18.4 83 2.4 360

14 2 10 10 20.5 81 2.7 45

14 2 10 11 21.7 80 2.5 135

14 2 10 12 22.5 81 2.5 315

14 2 10 13 23.4 80 3.5 135

14 2 10 14 29.8 79 4.0 45

14 2 10 15 23.4 82 2.9 135

14 2 10 16 22.3 84 2.3 360

14 2 10 17 21.6 86 0 0

14 2 10 18 20.5 87 2.4 135

14 2 10 19 19.4 89 0 0

14 2 10 20 18.3 90 2.3 360

14 2 10 21 17.1 91 2.1 225.0

14 2 10 22 16.7 92 0.0 0.0

14 2 10 23 13.8 93 0.0 0.0

14 2 10 24 11.4 91 0.0 0.0

14 2 11 1 10.1 82 1.8 360

14 2 11 2 7.3 84 0.0 0.0

14 2 11 3 6.2 87 1.9 135

14 2 11 4 14.4 89 0.0 0.0

14 2 11 5 7.5 83 0 0

14 2 11 6 10.4 85 2.1 360

14 2 11 7 11.5 83 2.4 135

14 2 11 8 12.9 81 0 0

14 2 11 9 13.5 78 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 11 10 14.2 75 2.7 135

14 2 11 11 16.2 73 2.6 135

14 2 11 12 18.5 65 2.8 135

14 2 11 13 21.5 62 2.4 45

14 2 11 14 19.5 60 2.3 360

14 2 11 15 22.7 62 2.7 225.0

14 2 11 16 21.4 64 2.5 135

14 2 11 17 18.2 66 2.8 45

14 2 11 18 17.4 68 0 0

14 2 11 19 16.9 71 2.3 360

14 2 11 20 15.5 73 2.1 135

14 2 11 21 14.9 75 2.4 203

14 2 11 22 14.1 77 2.2 90

14 2 11 23 13.9 79 0.0 0.0

14 2 11 24 12.2 81 0.0 0.0

14 2 12 1 11.5 83 2.1 90

14 2 12 2 10.9 89 0.0 0.0

14 2 12 3 9.5 93 0.0 0.0

14 2 12 4 16.3 96 1.9 45

14 2 12 5 9.8 94 0.0 0.0

14 2 12 6 10.5 87 0.0 0.0

14 2 12 7 12.6 85 2.4 360

14 2 12 8 14.9 83 2.2 135

14 2 12 9 17.3 75 0.0 0.0

14 2 12 10 19.5 73 0.0 0

14 2 12 11 20.2 71 2.4 135

14 2 12 12 21.6 69 2.3 360

14 2 12 13 23.2 65 2.2 45

14 2 12 14 29.1 60 2.6 135

14 2 12 15 23.8 62 2.7 45

14 2 12 16 21.4 64 0 0

14 2 12 17 19.8 66 2.8 90

14 2 12 18 19.5 64 2.5 360

14 2 12 19 18.6 67 2.6 135

14 2 12 20 17.9 69 2.4 90

14 2 12 21 16.8 63 2.3 360

14 2 12 22 16.1 69 0.0 0.0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 12 23 15.2 72 0.0 0.0

14 2 12 24 14.3 73 2.1 360

14 2 13 1 12.1 76 0.0 0.0

14 2 13 2 11.9 78 1.9 360

14 2 13 3 10.4 77 1.8 293

14 2 13 4 16.4 94 0.0 0.0

14 2 13 5 11.5 94 2.7 360

14 2 13 6 13.2 87 0 0

14 2 13 7 15.2 85 2.7 135

14 2 13 8 16.2 83 0 0

14 2 13 9 18.3 75 2.1 45

14 2 13 10 20.2 73 2.4 135

14 2 13 11 21.6 71 2.9 360

14 2 13 12 22.2 69 2.8 45

14 2 13 13 24.6 55 3.3 293

14 2 13 14 25.7 47 4.2 90

14 2 13 15 23.5 57 2.7 360

14 2 13 16 21.4 64 2.5 203

14 2 13 17 20.4 66 2.3 45

14 2 13 18 19.5 64 0.0 0.0

14 2 13 19 19.0 67 2.2 360

14 2 13 20 18.5 69 0 0

14 2 13 21 18.1 63 0.0 0.0

14 2 13 22 17.9 69 0.0 0.0

14 2 13 23 16.5 72 0.0 0.0

14 2 13 24 16.1 73 0.0 0.0

14 2 14 1 15.8 75 2.1 293

14 2 14 2 14.2 77 1.8 45

14 2 14 3 12.2 79 0.0 0.0

14 2 14 4 12.3 88 0.0 0.0

14 2 14 5 12.2 83 1.9 135

14 2 14 6 15.3 75 0.0 0.0

14 2 14 7 18.9 73 2.3 360

14 2 14 8 20.2 65 2.4 135

14 2 14 9 21.6 62 2.3 360

14 2 14 10 22.8 54 2.2 225.0

14 2 14 11 23.7 49 2.6 90







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 14 12 24.2 42 2.7 135

14 2 14 13 24.8 39 2.9 360

14 2 14 14 24.5 36 0 0

14 2 14 15 24.2 43 2.5 90

14 2 14 16 23.1 44 2.6 90

14 2 14 17 22.5 45 2.4 45

14 2 14 18 22.1 49 2.3 135

14 2 14 19 21.5 51 2.5 135

14 2 14 20 20.5 53 2.2 135

14 2 14 21 20.1 55 2.1 225.0

14 2 14 22 19.2 57 0.0 0.0

14 2 14 23 18.5 59 0.0 0.0

14 2 14 24 16.4 60 0.0 0.0

14 2 15 1 14.9 62 2.1 135

14 2 15 2 11.2 64 0.0 0

14 2 15 3 10.8 65 2.6 68.0

14 2 15 4 12 70 1.9 225.0

14 2 15 5 10.5 67 0.0 0.0

14 2 15 6 12.8 61 2.1 315.0

14 2 15 7 15.6 57 0.0 0.0

14 2 15 8 18.6 55 2.1 90

14 2 15 9 19.5 51 2.4 203

14 2 15 10 22.2 48 2.6 360

14 2 15 11 23.4 46 2.5 45

14 2 15 12 24.9 42 2.7 90

14 2 15 13 26.1 41 2.6 135

14 2 15 14 23.7 39 2.4 135

14 2 15 15 26.5 41 2.3 45

14 2 15 16 24.2 47 0 0

14 2 15 17 22.4 52 2.1 135

14 2 15 18 21.2 59 0 0

14 2 15 19 20.8 62 2.2 45

14 2 15 20 19.5 67 2.1 225.0

14 2 15 21 18.5 41 1.9 135

14 2 15 22 17.3 47 0.0 0.0

14 2 15 23 16.4 52 0.0 0.0

14 2 15 24 16.1 59 1.8 203







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 16 1 15.2 62 0.0 0.0

14 2 16 2 13.5 67 2.4 135

14 2 16 3 12.1 71 0.0 0.0

14 2 16 4 15.1 79 2.0 90

14 2 16 5 13.4 65 2.1 135

14 2 16 6 14.7 61 0.0 0.0

14 2 16 7 16.8 59 2.3 360

14 2 16 8 19.3 57 2.6 315

14 2 16 9 20.4 55 2.5 360

14 2 16 10 21.2 51 3.0 135

14 2 16 11 22.6 48 2.9 135

14 2 16 12 23.4 47 3.2 0

14 2 16 13 24.5 46 2.7 315

14 2 16 14 25.7 45 2.9 360

14 2 16 15 25.2 49 2.8 135

14 2 16 16 24.3 51 2.7 360

14 2 16 17 23.5 54 0.0 0.0

14 2 16 18 22.8 58 2.3 203

14 2 16 19 21.4 62 2.5 45

14 2 16 20 20.3 63 2.4 135

14 2 16 21 19.8 67 0 0

14 2 16 22 18.5 70 1.7 48.0

14 2 16 23 17.3 62 0.0 0.0

14 2 16 24 16.5 63 2.2 90

14 2 17 1 15.2 67 0.0 0.0

14 2 17 2 14.4 70 3.1 68.0

14 2 17 3 13.9 73 0.0 0.0

14 2 17 4 13.3 80 0.0 0.0

14 2 17 5 16.8 71 2.3 225.0

14 2 17 6 17.5 68 0.0 0.0

14 2 17 7 18.9 65 0.0 0.0

14 2 17 8 20.2 62 2.7 360

14 2 17 9 21.6 58 2.9 90

14 2 17 10 22.8 54 2.8 135

14 2 17 11 23.7 49 2.7 360

14 2 17 12 24.5 42 2.6 225.0

14 2 17 13 26.5 40 2.3 90







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 17 14 25.6 33 2.5 135

14 2 17 15 26.4 36 2.4 45

14 2 17 16 25.2 39 0 0

14 2 17 17 24.3 40 2.5 360

14 2 17 18 23.2 44 0.0 0.0

14 2 17 19 22.4 46 2.3 360

14 2 17 20 20.5 49 2.5 293

14 2 17 21 19.8 51 2.4 360

14 2 17 22 18.9 53 1.9 0.0

14 2 17 23 16.5 59 2.5 135

14 2 17 24 14.8 62 0.0 0.0

14 2 18 1 13.3 53 2.2 90

14 2 18 2 12.5 54 2.1 90.0

14 2 18 3 11.1 56 0.0 0.0

14 2 18 4 12 61 3.0 360

14 2 18 5 12.8 59 0.0 0.0

14 2 18 6 14.6 53 0.0 0.0

14 2 18 7 18.5 48 2.1 225.0

14 2 18 8 21.6 46 2.4 360

14 2 18 9 23.6 44 0.0 0

14 2 18 10 24.8 39 2.6 135

14 2 18 11 25.9 37 2.5 45

14 2 18 12 26.3 34 3.0 45

14 2 18 13 26.9 31 0 0

14 2 18 14 26.4 27 5.8 360

14 2 18 15 26.5 35 4.3 45

14 2 18 16 25.7 39 2.9 203

14 2 18 17 24.2 41 2.8 360

14 2 18 18 23.9 42 2.7 45

14 2 18 19 21.6 45 2.6 135

14 2 18 20 20.1 49 2.3 90

14 2 18 21 19.2 51 0.0 0.0

14 2 18 22 18.5 53 3.1 68.0

14 2 18 23 17.6 55 0.0 0.0

14 2 18 24 15.4 59 2.1 135

14 2 19 1 12.7 47 0.0 0.0

14 2 19 2 11.4 49 2.0 203







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 19 3 10.5 50 0.0 0.0

14 2 19 4 12.4 53 0.0 0.0

14 2 19 5 10.7 49 1.9 225.0

14 2 19 6 11.5 47 0.0 0.0

14 2 19 7 12.6 43 0.0 0.0

14 2 19 8 14.6 41 0 0

14 2 19 9 18.5 38 0.0 0.0

14 2 19 10 20.5 35 2.7 90

14 2 19 11 21.6 33 2.9 225.0

14 2 19 12 23.2 30 2.8 360

14 2 19 13 25.2 29 2.7 135

14 2 19 14 26.3 28 2.6 135

14 2 19 15 24.7 30 2.3 315

14 2 19 16 23.5 32 2.5 338

14 2 19 17 22.1 35 2.4 45

14 2 19 18 20.5 44 2.3 315

14 2 19 19 19.8 46 2.5 113

14 2 19 20 22.1 49 0 0

14 2 19 21 20.5 51 2.2 135

14 2 19 22 18.6 49 2.5 135

14 2 19 23 16.5 51 0.0 0.0

14 2 19 24 15.8 50 2.3 68.0

14 2 20 1 13.6 47 0.0 0.0

14 2 20 2 12.3 49 2.2 225.0

14 2 20 3 11.4 50 2.3 360

14 2 20 4 13.0 52 0.0 0.0

14 2 20 5 12.6 49 0.0 0.0

14 2 20 6 15.8 47 2.1 90

14 2 20 7 19.5 43 0.0 0.0

14 2 20 8 22.2 41 2.3 315

14 2 20 9 24.5 38 2.5 90

14 2 20 10 26.8 35 2.4 360

14 2 20 11 27.2 33 0 0

14 2 20 12 28.5 32 2.5 360

14 2 20 13 29.6 33 3.2 135

14 2 20 14 28.5 31 2.8 360

14 2 20 15 27.5 37 3.7 135







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 20 16 26.3 39 2.7 338

14 2 20 17 25.2 40 2.5 45

14 2 20 18 23.1 44 2.8 293

14 2 20 19 20.2 46 2.3 225.0

14 2 20 20 18.6 49 0.0 0.0

14 2 20 21 16.5 51 2.2 90

14 2 20 22 15.2 50 0.0 0.0

14 2 20 23 14.3 49 1.7 158.0

14 2 20 24 13.2 51 0.0 0.0

14 2 21 1 14.6 55 1.9 360

14 2 21 2 14.4 59 0.0 0.0

14 2 21 3 13.4 61 1.8 315

14 2 21 4 12.9 64 2.0 315

14 2 21 5 13.3 58 0.0 0.0

14 2 21 6 13.6 55 0.0 0.0

14 2 21 7 14.5 50 0.0 0.0

14 2 21 8 14.9 47 0 0

14 2 21 9 16.8 41 3.0 225.0

14 2 21 10 19.5 39 2.9 90

14 2 21 11 22.5 35 3.2 135

14 2 21 12 25.2 31 2.8 360

14 2 21 13 26.3 29 2.7 90

14 2 21 14 27.8 28 2.6 135

14 2 21 15 26.5 34 2.3 90

14 2 21 16 25.1 36 2.5 45

14 2 21 17 24.2 37 2.4 90

14 2 21 18 23.5 42 0 0

14 2 21 19 22.8 45 2.3 338

14 2 21 20 21.9 49 2.2 135

14 2 21 21 20.9 52 0.0 0.0

14 2 21 22 18.4 53 0.0 0.0

14 2 21 23 16.3 55 0 0

14 2 21 24 14.2 59 2.1 225.0

14 2 22 1 14 61 0.0 0.0

14 2 22 2 14.2 60 0.0 0.0

14 2 22 3 13.9 59 1.8 360

14 2 22 4 13.5 62 1.9 135







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 22 5 12.5 58 0.0 0.0

14 2 22 6 14.7 45 0.0 0.0

14 2 22 7 16.9 41 0.0 0.0

14 2 22 8 18.5 38 2.3 135

14 2 22 9 19.6 35 2.3 315

14 2 22 10 22.5 32 2.6 90

14 2 22 11 24.3 25 2.5 360

14 2 22 12 26.2 25 2.3 45

14 2 22 13 27.1 23 2.5 135

14 2 22 14 28.1 21 2.4 135

14 2 22 15 26.6 24 2.2 45

14 2 22 16 24.3 25 2.4 225.0

14 2 22 17 23.5 31 2.3 90

14 2 22 18 22.8 35 2.6 360

14 2 22 19 21.4 42 0 0

14 2 22 20 20.3 45 2.5 360

14 2 22 21 20.1 49 2.4 45

14 2 22 22 19.8 51 0.0 0.0

14 2 22 23 19.6 54 0.0 0.0

14 2 22 24 18.6 59 0.0 0.0

14 2 23 1 17.4 51 1.9 315

14 2 23 2 15.4 52 2.1 45

14 2 23 3 15.6 53 0.0 0.0

14 2 23 4 15 57 0.0 0.0

14 2 23 5 16.3 51 0.0 0.0

14 2 23 6 17.4 49 2.3 360

14 2 23 7 18.2 45 2.6 45

14 2 23 8 20.6 42 2.7 360

14 2 23 9 22.3 39 2.5 90

14 2 23 10 24.1 36 3.5 225.0

14 2 23 11 25.8 32 2.9 360

14 2 23 12 26.2 30 3.6 135

14 2 23 13 28.1 29 6.2 90

14 2 23 14 29.6 26 4.1 135

14 2 23 15 28.9 29 2.9 45

14 2 23 16 27.1 32 0 0

14 2 23 17 26.3 34 2.7 135







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 23 18 24.2 37 0 0

14 2 23 19 22.3 39 2.3 360

14 2 23 20 20.3 42 2.5 45

14 2 23 21 18.6 44 2.4 135

14 2 23 22 17.9 46 2.2 45

14 2 23 23 16.5 49 0.0 0.0

14 2 23 24 15.3 50 0.0 0.0

14 2 24 1 17 51 2.1 45

14 2 24 2 17.9 53 0.0 0.0

14 2 24 3 17.5 54 0.0 0.0

14 2 24 4 16.1 58 2.3 360

14 2 24 5 18.5 54 2.0 45

14 2 24 6 19.3 52 2.1 360

14 2 24 7 20.4 49 2.3 45

14 2 24 8 21.2 45 0.0 0.0

14 2 24 9 22.6 43 0 0

14 2 24 10 24.5 41 2.7 225.0

14 2 24 11 26.7 40 2.9 90

14 2 24 12 29.2 40 2.8 135

14 2 24 13 30.2 41 0 0

14 2 24 14 31.3 39 2.6 315

14 2 24 15 30.3 40 2.3 135

14 2 24 16 29.4 44 2.5 45

14 2 24 17 27.5 46 2.4 45

14 2 24 18 25.7 49 2.2 135

14 2 24 19 23.5 51 0.0 0.0

14 2 24 20 22 53 2.2 45

14 2 24 21 20.1 55 2.3 135

14 2 24 22 19.8 57 0.0 0.0

14 2 24 23 19.6 56 2.3 68.0

14 2 24 24 19.2 55 0.0 0.0

14 2 25 1 18.1 71 2.1 45

14 2 25 2 15.9 73 1.9 135

14 2 25 3 16.2 75 1.8 0.0

14 2 25 4 15.6 80 0.0 0.0

14 2 25 5 15.8 75 0.0 0.0

14 2 25 6 16.4 73 2.3 135







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 25 7 17.6 65 0.0 0.0

14 2 25 8 18.5 62 2.2 360

14 2 25 9 19.3 59 0.0 0.0

14 2 25 10 20.4 53 0 0

14 2 25 11 21.2 51 0.0 0.0

14 2 25 12 25.4 51 2.5 135

14 2 25 13 28.5 50 2.6 45

14 2 25 14 31.8 47 2.8 45

14 2 25 15 30.2 51 1.2 135

14 2 25 16 28.3 53 2.7 360

14 2 25 17 26.5 55 2.6 90

14 2 25 18 24.8 57 2.6 360

14 2 25 19 22.7 58 2.3 45

14 2 25 20 21.3 60 2.5 135

14 2 25 21 20.1 63 2.4 315

14 2 25 22 19.8 65 0.0 0.0

14 2 25 23 19.6 66 2.2 315

14 2 25 24 18.8 60 1.5 225.0

14 2 26 1 16.5 63 0.0 0.0

14 2 26 2 14.8 65 2.1 45

14 2 26 3 14.9 66 0.0 0.0

14 2 26 4 14.2 71 1.9 135

14 2 26 5 14.6 67 2.0 45

14 2 26 6 15.9 62 0.0 0.0

14 2 26 7 16.3 58 0 0

14 2 26 8 17.5 55 2.2 360

14 2 26 9 19.1 49 0.0 0.0

14 2 26 10 20.7 45 2.4 360

14 2 26 11 21.6 42 2.2 45

14 2 26 12 22.4 41 2.5 360

14 2 26 13 23.8 39 3.0 225.0

14 2 26 14 24.5 38 2.9 45

14 2 26 15 23.9 39 3.2 45

14 2 26 16 22.6 42 2.4 360

14 2 26 17 22.1 44 2.3 315

14 2 26 18 21.3 45 2.6 360

14 2 26 19 21.1 47 0 0







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 26 20 20.5 48 0 0

14 2 26 21 19.8 51 2.1 45

14 2 26 22 18.9 52 0 0

14 2 26 23 17.4 54 2.5 45

14 2 26 24 16.7 55 0.0 0.0

14 2 27 1 15.8 52 0.0 0.0

14 2 27 2 15.3 54 1.9 360

14 2 27 3 14.9 55 2.1 225.0

14 2 27 4 14.8 63 0.0 0.0

14 2 27 5 16.6 56 0.0 0.0

14 2 27 6 18.4 54 2.4 360

14 2 27 7 19.3 43 2.3 135

14 2 27 8 20.3 41 2.6 45

14 2 27 9 21.4 38 2.5 135

14 2 27 10 22.8 37 2.7 135

14 2 27 11 24.4 36 3 45

14 2 27 12 25.9 35 3.0 135

14 2 27 13 27.3 33 2.7 360

14 2 27 14 28.7 32 3.2 90

14 2 27 15 27.6 34 2.8 90

14 2 27 16 26.4 38 2.7 225.0

14 2 27 17 25.3 43 2.6 360

14 2 27 18 24.1 49 2.3 45

14 2 27 19 24.3 53 2.5 45

14 2 27 20 22.1 58 2.4 135

14 2 27 21 21.7 60 0.0 0.0

14 2 27 22 19.8 61 2.4 135

14 2 27 23 17.3 62 0.0 0.0

14 2 27 24 16.4 60 0.0 0.0

14 2 28 1 15.6 47 2.3 225.0

14 2 28 2 16.9 51 1.8 45

14 2 28 3 16.4 53 0.0 0.0

14 2 28 4 15.5 55 1.9 45

14 2 28 5 16.3 54 2.3 90

14 2 28 6 18.2 52 2.4 360

14 2 28 7 20.3 50 2.6 203

14 2 28 8 22.3 48 2.5 45







(%) Wind Speed

(m/s) Wind

Direction (°)

14 2 28 9 24.4 46 2.7 135

14 2 28 10 25.8 45 0 0

14 2 28 11 26.5 44 2.9 135

14 2 28 12 28.1 44 3.1 90

14 2 28 13 29.2 43 3.5 135

14 2 28 14 30.2 42 4.8 360

14 2 28 15 28.2 43 2.9 45

14 2 28 16 26.5 44 2.7 90

14 2 28 17 24.2 45 2.8 135

14 2 28 18 22.1 46 0 0

14 2 28 19 20.2 47 0 0

14 2 28 20 17.9 48 2.5 135

14 2 28 21 17.5 52 0.0 0.0

14 2 28 22 17.4 53 0.0 0.0

14 2 28 23 16.5 54 0.0 0.0

14 2 28 24 16.3 52 2.1 225.0





ANNEXURE-V: INDUSTRY QUESTIONNAIR

QUESTIONNAIRE FOR ENVIRONMENTAL APPRAISAL

(INDUSTRY SECTOR PROJECTS)

I. General Information

1. Name of the Project: Proposed Iron Ore Pelletization Plant (1.2 MTPA),

Iron Ore Beneficiation Plant (3.0 MTPA) and

Producer Gas Plant (2x25000 Nm3/hr) at Village:

Ghughra, Tehsil : Sihora, District : Jabalpur,

Madhya Pradesh

2. Existing project/proposed project/ expansion project/modernization project : Proposed Project

3. If Existing/expansion/ modernization project, whether

environmental clearance

has been obtained : This is a new project

•

A. Plant Capacity (TPA) :

B. Location

Village Tehsil District State

Ghughra Sihora Jabalpur Madhya Pradesh

D. Geographical Information

Proposed Iron Ore Pelletization Plant (1.2

MTPA), Iron Ore Beneficiation Plant (3.0 MTPA)

and Producer Gas Plant (2x25000 Nm3/hr)

Note 1 : All information given in the form of annexures should be part of this file itself. Annexures as separate files will not be accepted.

Note 2 : Please enter x in appropriate box where answer is Yes/No





1. Latitude

2. Longitude

3. Elevation above Mean Sea Level (metres)

4. Total Area envisaged for setting up

of project (in ha.)

5. Nature of terrain (hilly, valley, plains,

Coastal plains etc.)

6. Nature of Soil (sandy, clayey, sandy

loam etc.).

7. Permeability (cm/sec)

E. Alternate sites considered

1. Sindurshi village, Jabalpur District (M.P) (the site is approximately at

a distance of 45 km from the Jablapur)

2. Kataiya Village, Jabalpur District (M.P) (the site is approximately at a distance of 50 km from the Jabalpur)

F. Reasons for selecting the proposed site based on comparative evaluation of environmental considerations.

Proposed site is being selected on the following basis:

� Located near to the notified industrial area- Hargarh (declared by MP

government)

� Availability of infrastructure facilities such as water supply (HIREN RIVER),

Power (MPPKVV Co. Ltd), Roads [NH-7 (5.8 km) & SH-51 (6.0 km)]; Railway

Station (Dundi Railway Station at 6.5 km

� Proximity to market, 375 km from Raipur (CG) and 325 km from Vardha (MP) and

450 km from Varanasi (UP).

� Proposed site is away from high tension electricity line.

23° 29’ 27.6” to 23° 29’ 45.5” N

80° 11’ 09.3” to 80° 11’ 46.5” E

398 m

32.696 Ha

Plain

Silty Clay

--





� Site is maintaining the restriction of 500 m distance from any National Highway

and Rail line.

� No Forest land is involved.

� There is no National Park, Wild Life Sanctuary, Biosphere Reserve etc. within 10

km radius of study area.

� Proximity to an established township, which would offer reasonable amenities

to the plant employees.

� The location has been selected from where delivery of final product can be done

at the most economical rate, commensurate with the capital investment of the

entire project.

II. Environmental Setting

A. Current land usage of the proposed project site Area (in hectares) .

1. Notified Industrial Area/Estate

2. Agricultural

Irrigated

Unirrigated

3. Homestead

4. Forest

5. Grazing

6. Fallow

8. Mangroves

9. Others (Pl. specify)

Total

B. Please indicate area earmarked for each of the following (in ha.)- 32.696 ha

No

No

No

No

2.426

30.27

No

No

7. Marshy

32.696

No





1. Plant Facilities

2. Ash Disposal

3. Storage (Fuel)

4. Storage (Water)

5. Storage (Hazardous Waste)

6. Storage (Hazardous Chemicals)

7. Storage (Others)

8. Approach Road(s)

9. Township

10. Green Belt

11. Others (Open Space)

Total

C. Is the proposed site located in a low-lying area?

Yes No

If yes,

1. Level before filling (above MSL, in metres) ___________________

2. Level after filling (above MSL in metres)_______________________

Quantity of Fill Material required

(in cum.)

Source

D. Proximity to sea/water bodies:

Sea

Other Water bodies like

River/creek/lake etc.

(Please specify)

No

In Abandoned Mines

14.70

1.0

0.3

N.A

N.A

2.50

1.00

0.800

1.496

32.696

10.90





Distance of site*

boundary (in m)

No Hiren River (1.0 km in SSE)

Balkund Nadi (0.5 km in SE)

Barne Nadi (9.0 km in SW)

Distance of plant

facilities (in m)

No --

* From highest flood line/high tide line

E. Whether any of the following exist within 7 km. of the periphery of the project

site. If so, please indicate aerial distance and the name of the eco-system as

given under the Table.

S.No. Name

Area falling within 7

km periphery of

project (ha.)

Aerial Distance

(in km.)

1 National

Park/Wildlife

Sanctuary

No National Park/Wildlife

Sanctuary falling within 7 km

radius study area. -- --

2 Tiger

Reserve/Elephant

Reserve / Turtle

Nesting Ground

No Tiger Reserve/Elephant

Reserve/Turtle Nesting

Ground falling within 7 km

radius study area.

-- --

3 Core Zone of

Biosphere Reserve

-- -- --

4 Habitat for

migratory birds

No migratory birds

habitation is there within 7

km radius area. -- --

5 Lakes/Reservoir/D

ams

No Lakes/ Reservoir/Dams

exist within 7 km radius

area. -- --

6 Stream/Rivers • Hiren River

• Balkund Nadi --

• 1.0 km

• 0.5 km

7 Estuary/Sea No Estuary/Sea is falling

within 7 km radius area -- --

8 Mangroves No mangroves exist within 7 -- --





km radius area

9 Mountains/Hills No Mountains/Hills are there

within 7 km radius area -- --

10 Notified

Archaeological

sites

No Notified Archaeological

sites exist within 7 km radius

area

-- --

11 Any other

Archaeological

sites

No any other Archaeological

sites exist within 7 km radius

area

-- --

12 Industries/Thermal

Power Plants

Euro bond Industries -- 3.62 km

Euro Pratik Ispat Ltd. -- 2.70 km

Archana Hitac -- 2.20 km

Silver paper mills -- 2.93 km

Radhika Industries -- 3.76 km

Super Mineral Industries -- 3.77 km

Eurasian mines & Minerals

(P) Ltd.

-- 2.57 km

13 Defence

Installation -- -- --

14 Airports No Airport exist within 7 km

radius area --

--

15 Railway Lines* Central Railway Main Line -- 3.2 Km

16 National / State

Highways*

NH-7

SH-51 --

5.8 km

6.0 Km

* 0.5 km from Railway lines/National / State Highway should be maintained.

F. Description of the flora/vegetation within 7 km under following headings.

1. Agricultural crops : Rice, Blackgram, Pigeonpea, Pea, wheat, Mustard

2. Commercial crops : Rice, Blackgram

3. Plantation : Neem, Khair, Sirish, Sisam

4. Natural Vegetation/Forest Type : 1. Dhamwahd Reserved Forest

2. Hargarh Reserved Forest





5. Grass Lands : Nil

6. Endangered species : Nil

7. Endemic species : Others (Please Specify) : Nil

G. Description of fauna (non-domesticated) within 7 km under following headings.

1. Total listing of faunal elements: A list of fauna found in the study area of 10 km is given in the EIA Chapter no. 3,

page no. 95-99.

2. Endemic fauna species: Nil

3. Endangered Species: Nil

4. Migratory species: Nil

5. Route of migratory species of birds and mammals: No migratory route is

passing through 7 km radius area.

6. Details of aquatic fauna (if applicable): List is enclosed in Chapter no. 3 on

page no.97.

III. Meteorological Parameters

A. Seasonal – Monitoring Data (continuous monitoring for one full season except monsoon

should be carried out)

1. Temperature (in 0C)

(a) Maximum -31.8 C

(b) Minimum- 7.2 C

(c) Mean 18.4

2. Rain fall (in mm)

(a) Maximum - 33.2mm

(b) Minimum - 1.0 mm

(c) Mean – 0.86 mm

3. Mean value of humidity (in %) - 56.07%

4. Inversion occurrence

(a) In percentage--- (b) Height in meters

5. Seasonal Wind-rose pattern (16 points on compass scale)- The windrose

diagram is shown in the EIA Chapter no. 3, Page no.56.

6 . Hourly Mean Meteorological data (based on one full season data collected at site required as input for air quality modeling)





The hourly meteorological data based on full season data is enclosed as Annexure- IV of the EIA/EMP Report

Hour

Low/Medium

Cloud amount

(in OCTAS)

Wind Speed

in (Km/h)

Predominant

wind

direction

Ambient air

temperature

(in deg K)

Hourly

stability

Mixing depth

(in m)

1.

2.

3.

…..

……

23.

24.

Attach additional sheet as required.

IV Ambient Air Quality Data

[Frequency of Monitoring should be as per guidelines of CPCB and monitoring should cover one full season (excluding monsoon)]

A. Season and period for which monitoring has been carried out- Winter Season,

2013-14

B. Frequency of sampling- Continuous monitoring (24 hrs) twice a week

C. Number of samples collected at each site.

Details have been enclosed as Annexure-III of the EIA/EMP Report from page no.

276 to 283.

Date, Time &

Location

Wind direction &

Speed

24 hourly

Concentration as

monitored (in

µg/m3.)

SPM, RPM, SO2, Nox,

CO

Permissible

Standard(As per

EPA/SPCB consent)

Remarks

(Name of the

instrument

and

sensitivity)





D. 24 hourly concentrations (in µg/m3)

Pollutant(s) Maximum Minimum Mean 98%

SPM

RPM

SO2

NOx

CO

Detailed ambient air quality monitoring tables have been enclosed as Annexure-III of the

EIA/EMP Report from page no. 276 to 283.

D. Specific air pollution issues in the project area.- No

V. Manufacturing Process details

A. Raw materials (including process chemicals, catalysts, & additives).

List of raw

materials to

be used at all

stages of

manufacture

‘Physical and

chemical nature

of raw material

‘Quantity full

production

capacity

Source of

materials

Means of

transportation

(Source to storage

site) with

justification

Iron Ore Fines Solid 30 LTPA Nearby area /GIL’s

Own Mines By Road

Iron Ore Fines/

Concentrate Solid 14.4 LTPA Captive

By Conveyor

Coke Breeze Solid 0.144 LTPA Jharkhand/Chhatti

sgarh By Road/Rail

Bentonite Solid 0.144 LTPA Gujarat By Road/Rail

Limestone Solid 0.144 LTPA Local Mines in

Katni By Road





FO/LDO

in KLtr. Liquid 6000 KLitr

Nearest depot of

the Petroleum

companies

By Road

Coal Solid 1.44 LTPA Imported Coal/

Indian Coal By Road

B. Brief description of the process : Given in the Chapter no. 2 of the EIA/ EMP

Report. Section no.2.4, Page no. 25

C. Details of process technology know how/collaboration:

Given in the Chapter no. 2 of the EIA/ EMP Report. Section no.2.4, Page no. 25

D. Production profile (tonnes/year)

Name of Products,

Byproducts and

Intermediate

Products

Existing Proposed activity

(new/modernization/expansion)

Total

A. Main Products 1. Pellets

2.Iron Ore Fines

-- New project- 1.5 MTPA

3.0 MTPA Beneficiation plant

(Throughput)

2x25000 Nm3/hr

B. By-Products 1. 2.

C. Intermediate

Products

1.

2.

E. Means of transportation of raw material and final products

Means of Transport Raw material Final Product

( in MTPA ) ( in MTPA )

1. Road

2. Rail

3. Pipeline

3.1 932

--

1.2- Pellet+ 1.5 Tailing

--

--





4. Others, Please specify

VI. Water

A. Water Requirement (cum/day)

Purpose Avg.

Demand Peak

Demand Source

Type Treated / untreated/Fres

h/ Recycled

Remarks

1. Project

(i) Process

(ii) Cooling water

(iii) DM water

Dust

Suppression

Drinking

Green Belt

Fire Service

Others

Iron Ore

Benefici

ation

Plant-

1000

KLD

1000

KLD

Hiren

River

Fresh

Iron Ore

Pelletiz

ation

plant

600 KLD 600 KLD

2. Township

Green Belt 33.3 KLD 33.3 KLD Fresh

Drinking 16.7 KLD 16.7 KLD Fresh

Others

(Please specify)-

Miscellaneous

150 KLD 150 KLD Fresh

TOTAL 1500 KLD 1500 KLD Fresh

B. Source of Raw Water Supply

S.No. Source Cu.m./hr Cu.m./day

1 Sea

-- --





2 River

-- 1500 KLD

3 Groundwater

4 Other surface water bodies (Please

specify)

C. Lean Season flow in case of surface water source (cusecs/cumecs)

D. Groundwater (a) Recharge Rate/Withdrawal rate:

GW Recharge Rate: 40.07 MCM

Ground Water Withdrawal Rate: 10.23 MCM

1. Ground water level (metres)

(i) Premonsoon

(ii) Postmonsoon

(to be obtained from Central/State Ground water authorities)

E. Competing Users of the Water Source : Hiren River

S.No. Usage

Present

Consumption

(cu.m/day)

Addition Proposed

as per local plan Total

Surface Ground Surface Ground Surface Ground

1 Irrigation --

2 Industry 1500 KLD

3 Drinking --

4 Others (Please

specify)

--

Total 1500 KLD

F. Physico- chemical analysis of Raw Water at intake point:

The Physico- chemical analysis of the Hiren river water id given in the Chapter no. 3, page no.79.

G. Physico- chemical analysis of treated water to be used in project/township.-

No Effluent shall be generated due to the proposed activity

H. Waste Water Management

1. Description of waste water treatment plan with flow chart

--

--





• No effluent will be generated. Zero effluent discharge from the industry

will be proposed.

� Domestic waste water generated from office area & canteen etc. will be

treated in STP & treated waste water will be reused in a Green Belt development.

2. Characteristics of discharge stream(s) before and after treatment-

No industrial effluent shall be generated.

Item Characteristics

Before After

3. Daily discharge (m3/day) from different sources-

No Effluent shall be discharged

(a) Plant operation

(b) Workshop

(c) D.M. Plant effluent

(e) Other (specify)

Total

4. Quantity of water recycled

(a) (in %)

(b) (in cum/day)

5. Details of recycling mechanism

Sludge from the STP shall be treated and used as manure in Greenbelt

development /plantation

6. Mode of final discharge/disposal of treated effluent :

No industrial effluent shall be generated.

--

--

--

--

--

--

--

(d) Domestic

--





Mode Length (in m.) Quantity(in m3/day)

(i) Open Channel

(ii) Pipeline

(iii) Others (Please specify)

Total

7. Point of final discharge : No industrial effluent shall be generated

Final Point Quantity discharged (in m3/day)

(i) Green belt within the plant/township

(ii) Agricultural land

(iii) Fallow Land

(iv) Forest Land

(v) River/Stream

(vi) Lake

(vii) Estuary

(viii) Sea

Total

8. Lean season flow rate in case of discharge in a river/stream (cusecs)

No industrial effluent shall be generated. Hence there will be no effluent

discharge from the premises due to the proposed project.

9. Downstream users of water (in case of river, reservoir, lake (cusecs)-NA (a) Human

(b) Irrigation

(c) Industry

(d) Others (Pl. specify)





10. Analysis of river water 100 metres upstream of discharge point and 100 metres downstream of discharge point (except in rainy/monsoon season)

along with details of aquatic life. Not Applicable

11. What is the predicted impact on water quality of the receiving body due to discharge? (Briefly state the prediction tool adopted) Not Applicable

VII. Solid Waste Management

1. Details

S.No Source Qty(TPM) Form

(Sludge/Dry/Slurry

etc.)

Composition

.1 Raw water treatment

plant

-- --

2 ETP -- --

3 Process Tailings- 15 LTPA

Ash- 0.03 LTPA

Dry

4 Spent Catalyst -- --

5 Oily Sludge -- --

6 Others (Pl. Specify) Fines collected from

ESP/Bagfilters-0.03

LTPA

Dry

B. If waste(s) contain any hazardous/toxic substance/radioactive materials or heavy

metals, provide data and proposed precautionary measures.

No such waste will be generated

C. What are the possibilities of recovery and recycling of wastes?

• The sludge from STP will be treated and used in greenbelt development /plantation.

• Fines collected by ESP will be recycled in the pellet plant along with concentrate

D. Possible users of Solid Waste (s). –

Cement Plants and Brick Manufacturers

E. Method of disposal of solid waste (s)

Method Qty(TPM)

1. Landfill --





2. Incineration

3. Recovery

4. Downstream users

F. In case of landfill- No waste shall be disposed through Landfill

1. Is solid waste amenable for YES NO

landfill

2. Dimensions of landfill

3. Life of landfill years

4. Proposed precautionary and mitigative measures along with design features

G In case of incineration: No waste shall be incinerated

1. Details of incinerator

(i) Type

(ii) Size

(iii) Capacity

(iv) Fuel

2. Likely composition and quantum of emissions

S.No. Composition Quantity (in cu.m/hr)

-- -- --

VIII. Noise Pollution Control and Management

A. Source

B. Level at Source (dB)

C. Level at project boundary Capacity (dB)

D. Abatement measures (give source-wise details)

• Proper maintenance, oiling and greasing of machines at regular intervals

will be done to reduce generation of noise.

--

0.03 LTPA

--

--

--

--

--

Plant machineries & proposed project

<75 dB (A)

Daytime < 75 dB (A),

Night time < 70 dB (A) Given Below:

--





• Properly insulated enclosures will be provided to equipments making

excessive noise.

• Green belt will be developed all along the project boundary.

• Periodical noise monitoring will be carried out on regular basis to keep check on noise level.

IX. Fuel/Energy Requirements

A. Total Power Requirement (MW)

Project Township Other(pl.specify) Total

Present (in

existing) It is a new Project -- --

Proposed 10 MW -- 10 MW

Total 10 MW -- 10 MW

B.. Source of Power (MW)

SEB/Grid Captive power plant DG Sets

Present It is a new Project -- --

Proposed Madhya Pradesh

Purva Kshetra Vidyut

Vitaran Co. Ltd.,

Jabalpur.-

10 MW

-- --

Total 10 MW -- --

C. Details of Fuel used

S.No. Fuel Daily

Consumption(TPD)

Calorific value

(Kcals/kg)

% Ash % Sulphur

Existing Proposed

1

Gas





2

3

Naphtha

HSD

4 Fuel Oil LDO-

6000 K/L

5 Coal -- 1.44 LTPA 6000 <15% <2%

6

7

Lignite

Other (Pl.

specify)

D. Source of Fuel (Distance in km)

1. Port

2. Mine

3. Refinery

4. Storage depot/Terminal

E. Mode of Transportation of fuel to site

1. Trucks (numbers/day)

2. Pipeline (length in km.)

3. Railway Wagons (numbers/day ) X. Atmospheric Emissions

VIZAG-933 KM

30 KM within Radius

-N.A

Bhitoni-80 km

15 Trucks/Day





A. Flue gas characteristics (SPM, SO2, NOx, CO)

S.No. Pollutant Source of

Emission

Emission rate (kg/hr) Concentration in flue

gas (g/m3)

1 SPM Pellete Plant 225 --

2 RPM

3 SO2

4 NOx

5 CO

B. Size distribution of SPM at the top of the stack

S.No. Range % by weight

1

2

3

4

Micron

1-10 Micron

10-20 Micron

<20 Micron

C. Stack emission Details (All the stacks attached to process units, Boilers,

captive power plant, D.G. Sets, Incinerator both for existing and proposed activity).

Plant

section

&

units*

Stac

k No.

Height

from

ground

level

(m)

Intern

al Diameter (Top)

(m)

Emissi

on Rate (kg/hr)*

Temp. of

Exhaust

Gases

(deg K)

Exit

Velocity

(m/sec)

Exhaust Gas

Temp Density Specific

Heat

Volum

etric

Flow

(m3)

Pellet

Plant

1st 55 3 225 80°C -

120°C

18 80°C -

120°C

1800

kg/m3

- 125m3/

sec

*Note: Please indicate the specific section to which the stack is attached. For

e.g.: Process section, D.G. Set, Boiler, Power Plant, incinerator etc.





Emission rate (kg/hr.) for each pollutant (SPM, SO2, NOx etc. should be

specified.

D. Details of fugitive emissions (Indicate the points of fugitive emissions and quantities estimated)

• Covered conveyor belt will be used for transportation of raw material & fuel.

• Green belt will be developed as dust preventive barrier.

• Water spraying will be provided around raw material handling area, at the


• All the roads within the plant premises will be concreted and regular

sweeping will be done.


E. Predicted impact on air quality (as per CPCB Guidelines for conducting the air

quality modelling)

Given in Chapter no. 4 of the Final EIA/EMP Report, Section no. 4.1.3 Page no.123

to 132.

XI. Pollution load statement (Applicable to Expansion and Modernization Projects only)

This is new project, hence it is not applicable

Parameter

Existing

Plant

Proposed

Expansion/Modernization

Total

Remarks

1. Land area (ha)

2. Raw water (m3/day)

3. Power (MW)

4. Waste water

(effluent generation)





(m3/day)

a. Process

b. Domestic

5. Air emissions (gms/hr.)

a. SPM

b. CO

c. SO2

d. NOx

e. Others (like

HC, Cl2, NH3

etc.)

6. Hazardous

Chemical Storage (give

item-wise)

7. Solid waste

(TPD)

a. Non-

Hazardous

b. Hazardous

XII. Storage of chemicals (inflammable/explosive/hazardous/toxic substances)





No chemicals will be used in the proposed project

S.

No

.

Name Number

of

Storage’s

Capacity

(TPD)

Physical and

Chemical

Composition

Consump

tion

(in TPD)

Maximum

Quantity of

storage at

any point of

time

Source

of

Supply

Means

of

transpo

r-tation

XIII. Occupational Health and Industrial Hygiene.

A. What are the major occupational health and safety hazards anticipated. (Explain briefly). No such impacts have been anticipated

B. What provisions have been made/propose to be made to conform to health/safety

requirements. (Explain briefly).

• Establishment of occupational health centre, catering to the medical needs of employees and local population specially for the women and child health

care

• Ambulance, X-ray machine, well equipped pathological lab and other medical facilities

• Mobile medical van along with Doctors and medicines to visit nearby villages

• Regular medical check-up of employees

C. Details of personal protective equipment provided/to be provided to the workers. The workers will be provided with all necessary safety equipments such as ear plugs, Safety Shoes, Helmet, Safety Goggles, Safety jackets, Hand gloves etc.

D. Details of proposed measures for control of fugitive emission/odour nuisance from

different sources.

• Covered conveyor belt will be used for transportation of raw material & fuel.

• Green belt will be developed as dust preventive barrier.

• Water spraying will be provided around raw material handling area, at the


• All the roads within the plant premises will be concreted and regular

sweeping will be done.






E. Details of fire protection and safety measures envisaged to take care of fire and

explosion hazards.

A complete fire safety system will be installed in the unit including fire Tender,

fire hydrant system, portable chemical fire extinguishers etc.

XIV. Pollution Control Aspects

A. Details of Pollution Control Systems :

S. No Existing Proposed to be installed

i) Air -- S. No. Area Equipment Quantity/No.

Pelletization Plant

1. Additive Grinding

Mill

Bag Filters 1

2. Additive Hoppers Bag Filter 2

3. Mixer Bag Filter 2

4. Main Exaust ESP 2

5. Kiln Inlet Elevator Bag Filter 2

6. Pellet Discharge Bag Filter 2

7. Pellet Transport Bag Filter 2

Beneficiation Plant

1. Ground Hopper Water

Spray

2

2. Crushers Bag Filter 2

3. Screens Bag Filter 2

4. Transfer Point Bag Filter 2

5. Day Bins Bag Filter 2

6. Tailing Dewatering Filter Press 7

7. Concentrate

Dewatering

Ceramic

Disc Filter

7

ii) Water -- STP for Domestic Effluent





Iii) Noise -- Acoustic enclosures shall be provided with machineries

iv) Solid

Waste

-- • The sludge from STP will be treated and used in

greenbelt development /plantation.

• Fines collected by ESP will be recycled in the pellet

plant along with concentrate

B. Efficiency of each pollution control equipment/system installed.

1. Existing Units: It is a new Project

S.

No.

Name of the System

Equipment

Design Efficiency % Present Working

efficiency %

1 -- -- --

2 -- -- --

3 -- -- --

2. Proposed Project

S.No. Name of the System Equipment Design Efficiency %

1 ESP 99.5%

2 Bag Filter 99.98%

XV. Green Belt Plan

A. Total area of project/township (in ha.)

B. Area already afforested (for existing projects), in ha.

C. Area proposed to be afforested (in ha.)

--

10.899

32.696





D. Plant species proposed

1. Indigenous

2. Exotic

E. Width of green belt (minimum, in m.)

1. Along plant boundary

2. Roads and avenues within the plant

3. Ash Dike

4. Township

5. Other-ornamental, garden spaces,

6. Commercial plantations etc.

S. No. Plant Species Botanical Name

1. Sagaun (Teak) Tectona grandis

2. Peepal Ficus religiosa

3. Banyan Ficus benghalensis

4. Ashok Polyalthia longifolia

5. Kadamb Neolamarckia cadamba

6. Sheesam Dalbergia sissoo

7. Semal Salmalia malabarica

8. Neem Azadirachta indica

9. Palas Butea frondosa

10. Mohua Madhnea lati folia

11. Arjun Terminalia arjuna

12. Amla Phyllanthus emblica

--

10-15 m

3-5 m

--

10-15 m

--

--





F. Trees planted & proposed Nos.

1. Planted

2. Survival rate

3. List of species planted

4. Proposed

5. List of Species

XVI. Construction Phase Management Aspects

A. Estimated duration of construction in months

B. Number of persons to be employed for construction

1. Peak

2. Average

C. What provision has been made for the sewage treatment for the construction workers?

A temporary housing facility shall be provided for the construction workers.

During construction phase most of the people will be hired from local area

that will daily commute from their place. However, temporary toilet facilities

shall be provided at the project site during construction phase and the waste

so generated shall be disposed off via septic tank and soak pit system. Sewage

treatment plant has been proposed for the waste to be generated from

colony.

D. How the fuel (kerosene/wood, etc.) requirement of labour force will be met to avoid

cutting of trees from the adjoining areas.

--

Given in section XV

18 months

500

300

--

--

2000/ha





Would be arranged as per the requirement

E. Proposed Health care Measures with emphasis on protection from endemic

diseases. Medical facility/dispensary shall be provided within the industry and the local hospital shall be contacted whenever their will be any requirement.

F. Educational and other social welfare measures proposed.

The industry does not propose such measures, as the construction activity is

temporary. However detailed action plan of the CSR activities along with

budgetary allocation has been prepared and given in the Chapter no.VIII, page

no.233

XVII. Human Settlement

S.No. Aerial distance from the periphery of the site

Upto 500m

from

periphery

500m to 3000 m from the

periphery

3000m to 7000m from

the periphery

1 Population

2 Number of

Houses

3 Present

Occupational

Pattern

XVIII. Rehabilitation & Resettlement Plan (Wherever applicable)

A. Village(s) affected by the project:

Given in the R & R plan enclosed as Annexure VI of the EIA/EMP Report.

S. No. Village (Tribal/Others) Population Occupation Average Income

per annum





B. Population to be displaced: No resettlement is involved

S.No Name of Village Population

Landoustees only Homestead oustees

only

Land and Homestead

oustees

C. Salient features of Rehabilitation Plan.

A brief note on R & R Plan for the Proposed Project has been incorporated in Chapter VII of the

Final EIA/EMP Report; section no. 7.4, page no.230. Detailed R&R Plan is under preparation and

shall be submitted later.

(i) Site where the people are proposed to be resettled

(ii) Facilities proposed at the resettlement site

(iii) Compensation package

(iv) Agency/Authority responsible for their resettlement.

XIX. Expenditure on Environmental Measures

A. Capital cost of the project (as proposed to approved by the funding agency/financial

Institutions

(Rs. Lakhs)

B. Cost of environmental protection measures (Rs. Lakhs)

S.No. Recurring Cost per annum Capital Cost

65000





1 Air Pollution Control 40 450

2 Water Pollution Control 80 800

3 Noise Pollution Control 5 100

4 Environment Monitoring

and Management

15 200

5 Reclamation borrow/mined

area

N.A N.A

6 Occupational Health 40 400

7 Green Belt 20 50

8 Others ( Pl. Specify) - -

Total 200 Lakhs 2000 Lakhs

3. Details of organizational set up/cell for environmental management and

monitoring.

Environmental Cell will be headed by unit head with the following manpower.

1. Manager -One

2. Chemist -One

3. Technician -One

4. Details of community welfare/peripheral development programmes

envisaged/being undertaken by the project proponent :

The company will conduct “Community Welfare” activities. Financial add will

be given in nearby villages for development of educational & medical

facilities, hand pumps/well for water availabilities etc.

XX. Public Hearing details :

A. Date of Advertisement:

B. Newspapers in which the advertisement appeared

06.06.2014

Swatantramat, Dainik

Bhaskar, Hindustan





(with copies)

C. Date of Hearing

D. Panel Present : Provided in the Chapter-7,section 7.1,page no.150.

E. List of public present along with address and occupation- Provided in the Chapter-

7,section 7.1,page no.150

F. Summary/details of public hearing report- Given in Chapter-6 of the EIA/EMP Report, Section

no.7.1, Page no.150

S.No.

Issues raised Recommendation of panel Response of Project Proponents

1

2

3

The data and information given in this Performa are true to the best of my knowledge and belief

Date: For M/s. Gulf Ispat Ltd.

Place: Jabalpur, Madhya Pradesh Farm no. 9/1, Amaltas Avenue,

Westend Green Farm Society,

Shamlaka, New Delhi, 110037

07.07.2014



Draft EIA/EMP Report


LIST OF DOCUMENTS TO BE ATTACHED WITH THE QUESTIONNAIRE

(Industry Sector Projects)

S.No Documents to be Attached Reference

1. Topographic map of the site indicating contours (1:2500 scale) Given in the Chapter no.1 of the Final EIA/EMP Report,

page no.9

2. Topographic map covering 7 kms radius from the periphery of the site indicating

main features

Given in the Chapter no.1 of the Final EIA/EMP Report,

page no.10

3. Wind rose diagram of the site (Seasonal) Given in the Chapter no.3 of the Final EIA/EMP Report,

page no.56 4. Wind rose diagram of the site (Artificial)

5. Site map indicating the positions of ambient air quality monitoring

stations vis-à-vis wind direction

The key plan showing location of the AAQM Stations is

given in Chapter no.3 of the Final EIA/EMP Report, page

no.59

6. Flow sheet of the process adopted indicating mass input/output, brief

description of the process including technological and engineering details

Given in the Chapter no.2 of the Final EIA/EMP Report,

page no. 29 & 30

7. Alternative technologies considered along with details of criteria used for

selecting the technology and results of evaluation

--

8. Approval of ground water board/ irrigation department/ Municipality etc. for

supply of water

Enclosed as Annexure- VI of the Final EIA/EMP Report





9. Mass balance for water used by the project in a flow chart Given in the Chapter no.2 of the Final EIA/EMP Report,

page no. 19 & 20

10. Flow chart for waste water treatment with mass balance No waste water shall be generated due to the

proposed project activities.

11. Site map indicating solid waste disposal facilities No solid waste shall be disposed off directly at any

site. The solid waste generated such as tailings and

ash shall be sold out to the cement plants and brick

manufacturers.

12. Approval of electricity connection and supply of electricity Not available

13. Lay out map of the plant showing the position of stacks for deciding the inter

stack distance

Given in the Chapter no.2 of the Final EIA/EMP

Report, page no. 24

14. Site map indicating the storage facilities Given in the Chapter no.2 of the Final EIA/EMP

Report, page no. 24

15. Approval of Chief controller of explosives for lay out and storage of hazardous

substances

No Hazardous waste shall be stored at the proposed

project site.

16. Layout of green belt indicating width on all sides, trees, lawns and bushes Given in the Chapter no.2 of the Final EIA/EMP

Report, page no. 24

17. Copy of advertisement issued in respect of public hearing Given in the Chapter no.7 of the Final EIA/EMP

Report, page no. 151 & 152

18. No objection certificate from the pollution control board NOC shall be obtained from the SPCB after getting





the Environment Clearance for this project.

19 In case of proposals for expansion copies of renewals of consent from SPCB /

PCC

This is a New Project, hence not applicable

20. In case of expansion proposal copy of approval of factory inspector This is a New Project, hence not applicable

21. Copy of the application submitted to the State Government for the forest

clearance in case diversion of forest land is involved

No Forest land is involved

22. Comments/Observations/Recommendation of Chief Wildlife Warden in case

wildlife habitat/ migration path exists within 25 kilometers of the project site

No wildlife habitat/ migration path exists within 25

kilometers of the project site

23. Hydrogeological report in case ground water is to be used and/or the area is

drought prone or the waste water is likely to be discharged on land

The hydro-geological report is given in the Chapter

no.7 of the Final EIA/EMP Report, section 7.3 page

no.204 to 230.

24. Environmental Audit report for the previous two years in case of expansion of

existing undertaking

This is a New Project, hence not applicable

25. In case the proposal involves installations in coastal zone, copy of the

application forwarded by the State Government

No applicable





ANNEXURE-VI: GROUND WATER PERMISSION