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CIN No. : L26943RJ1979PLC001935

Phone : 01462228101-6

Toll Free: 18001806003/6004Fax: 01462228117/228119E-Mail: [email protected]

Website : www.shreecement.in

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BANGUR NAGAR, POST BOX NO.33, BEAWAR 305 901, RAJASTHAN,INDIA P~~6~'" S8l0

S7'l.fI

Undertaking

I, Rakesh Bhargava, Vice President (Environment) of Mis. Shree Cement Ltd. give this

undertaking to the effect that the ToRs prescribed by MoEF&CC, New Delhi vide letter no. J-

11011/343/2012-IA II (I) dated io" Feb., 2016 for "Proposed Expansion of Integrated Cement Plant -

Clinker (11.2 to 15.0 Million TPA), Cement (8 ..8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW)

along with Synthetic Gypsum Unit (1560 TPD) and DG Sets (1000 to 2000 KVA) Near Village: Ras, Tehsil:

Jaitaran, District: Pali (Rajasthan)" have been compiled with, and the data submitted are factually

correct.

Date: 29.06.2016

Place: Beawar

For & behalf of M/s. Shree Cement Ltd.

Rakesh Bhargava

Vice President (Environment)

JAIPUR OFFICE: SB-187, Bapu Nagar, Opp. Rajasthan University, JLN Marg, Jaipur-302 015

Phone: 0141 4241200,4241204, Fax: 0141 4241219

NEW DELHI OFFICE: 122-123, Hans Bhawan,1, Bhadurshah Zafar Marg, New Delhi 110002

Phone: 01123370828,23379218,23370776, Fax: 011 23370499

CORP. OFFICE: 21, Strand Road, Kolkata 700 001 Phone: 033-22309601-4 Fax: 033 22434226

i

CONTENTS

S. NO. PARTICULARS PAGE NO.

A. TOR LETTER & TOR COMPLIANCE 1 - 27

1. ToR Letter 1 - 11

2. ToR Compliance 12 - 27

B. FINALEIA / EMP REPORT 28 - 246

Chapter - I Introduction 28-42

Chapter - II Project Description 43 - 63

Chapter - III Description of the Environment 64-117

Chapter - IV Anticipated Environmental Impacts and Mitigation Measures 118-143

Chapter - V Analysis of Alternatives (Technology & Site) 144

Chapter - VI Environmental Monitoring Programme 145-150

Chapter - VII Additional Studies 151-183

Chapter - VIII Project Benefits 184-197

Chapter - IX Environmental Cost Benefit Analysis 198

Chapter - X Environmental Management Plan 199-234

Chapter - XI Summary & Conclusion 235-244

Chapter - XII Disclosure of Consultant Engaged 245-246

C. ANNEXURES 247 - 477

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CONTENTS



















i

CONTENTS



















ii

INDEX

S.NO. PARTICULARS PAGE NO.

Chapter- I Introduction 28 - 42

1.1 Purpose of the report 28

1.2 Identification of the project and project proponent 28

1.2.1 Introduction of the projectproponent 28

1.2.2 Identification of the project 29

1.3 Brief Description of nature, size, location of the project and its importance to the country, region 34

1.3.1 Brief Description of nature, size and location of project 34

1.3.2 Location Map 36

1.3.3 Site Selection 40

1.3.4 Approach to the Plant site 41

1.3.5 Importance to the country and region 41

1.4 Scope of study 42

Chapter - II Project Description 43-63

2.1 Type of the project 43

2.2 Need for the project 43

2.3 Location 44

2.4 Requirements for the project 44

2.4.1 Raw Material Requirement 44

2.4.2 Fuel Requirement 44

2.4.3 Other Basic Requirements 46

2.4.3.1 Water Requirement 46

2.4.3.2 Power Requirement 59

2.4.3.3 Man Power Requirement 50

2.5 Land Details 50

2.5.1 Plant Layout 51

2.6 Manufacturing Process description 53

2.6.1 Cement Plant 53

2.6.2 Waste heat Recovery Power Plant (90MW) 56

2.6.3 Synthetic Gypsum Plant 57

2.6.4 Equipment Details 60

2.6.4.1 Equipment Selection 60

2.6.4.2 Plant and Equipment Sizing 60

2.6.5 Storage facilities 60

2.6.6 Infrastructure facilities 61

2.7 Township / Residential Colony 61


3.1 Introduction 64

3.2 Study Area at a glance 64

3.3 Baseline Data Collection 64

3.3.1 Primary Data 64

3.3.2 Instruments used for environmental baseline data collection 65

3.4 Land Use/Land Cover Study 66

3.4.1 Objective 66

3.4.2 Data Used 66

3.4.2.1 Base Map of the Study Area 67

3.4.3 Methodology 68

3.4.4 Details of LULC 68

3.4.4.1 Land Use & Land Cover Classes 68

3.4.4.2 Generation and analysis of data 69

3.4.4.2.1 Land Use / Land Cover Details of Core Zone 71

3.4.4.2.2 Land Use / Land Cover Details of Buffer Zone 73

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3.4.5 Observation of the LULC Data 75

3.4.6 Identification of Impacts on land Use Pattern due to project Activity 75

3.4.7 Recommendations 75

3.4.8 Conclusion 76

3.4.9 Digital Elevation Model 76

3.4.9.1 Data Used 76

3.4.9.2 Methodology 76

3.4.9.3 Interpretation 77

3.5 Seismicity and Flood Hazard Zonation of the area 80

3.5.1 Seismicity of the area 80

3.5.2 Flood Hazard Zonation of the Area 82

3.6 Climate and Rainfall 83

3.7 Meteorology 84

3.7.1 Micro-Meteorology at site 84

3.8 Ambient Air Environment 86

3.8.1 Mineralogical Composition For RSPM 93

3.9 Noise Environment 94

3.10 Water Environment 97

3.10.1 Surface Water 97

3.10.2 Ground Water Quality 97

3.11 Soil Environment 101

3.11.1 Soil Quality and Characteristics 101

3.12 Biological Environment 104

3.12.1 Introduction 104

3.12.2 Ecological Sensitive Area 104

3.12.3 Flora 104

3.12.4 Fauna 107

3.13 Socio-Economic Environment 109

3.13.1 Objectives of the study 109

3.13.2 Scope of work 109

3.13.3 Methodology 109

3.13.4 Background Information of the Area 110

3.13.5 Baseline Data & Analysis 110

3.13.6 Demographic Profile of the Study Area 110

3.13.6.1 Demographic Profile 113

3.13.6.2 Vulnerable Group 113

3.13.6.3 Literacy Rate 114

3.13.6.4 Economic Activities 115

3.13.7 Conclusion 117

3.14 Industries Falling Within 10 Km Radius of the Area 117

3.15 Conclusion 117

Chapter - IV Anticipated Environmental Impacts and Mitigation Measures 118- 143

4.1 Environmental Impact study 118

4.2 Impact due to proposed Expansion activity 118

4.3 Anticipated Impacts during Construction Phase 118

4.3.1 Impact on Topography and Land Use 118

4.3.2 Impact on Air Quality 119

4.3.3 Impact on Noise Levels 119

4.3.4 Impact on Water Resources and Water Quality 119

4.3.5 Impact on Soil 120

4.3.6 Impact on Terrestrial Ecology 120

4.4 Anticipated Impacts during Operation phase and Proposed Mitigation Measures 120

4.4.1 Impact on Land Use Pattern 120

4.4.2 Impact on Air Quality and Mitigation Measures 121

iv


4.4.2.1 Impact due to operation of proposed Expansion project 121

4.4.2.2 Air Quality Predictions through Mathematical Modeling 122

4.4.2.2.1 Air Pollution Modeling 122

4.4.2.2.2 Pollutants/Model Options Considered for computations 122

4.4.2.2.3 Model Options used for Computations 123

4.4.2.2.4 Model Input Data 123

4.4.2.2.5 Modeling Procedure 124

4.4.2.2.6 Gaussian Plume Model 125

4.4.2.2.7 Extrapolation of Wind Speed 125

4.4.2.2.8 Stability Classification 125

4.4.2.2.9 Dispersion Parameters 125

4.4.2.2.10 Mixing Height 126

4.4.2.2.11 Presentation of Results 126

4.4.2.3 Impact due to Transportation of Raw Material and Finished Product 131

4.4.3 Impact on Noise Level and Mitigation Measures 136

4.4.4 Impact on Water Quality and Mitigation Measures 136

4.4.5 Impact on Soil and Mitigation Measures 136

4.4.6 Impact due to Solid and Hazardous Waste Generation 137

4.4.7 Impact on Biological Environment 137

4.4.8 Impact on Socio-Economic Environment 138

4.4.9 Impact on Occupational Health and Mitigation Measures 139

4.5 Summary and Conclusion 141

Chapter - V Analysis of Alternatives (Technology and Site) 144

5.1 Analysis of Alternatives 144

Chapter - VI Environmental Monitoring Programme 145 - 150

6.1 Introduction 145

6.2 Formation of Environmental Management Cell (EMC) 145

6.2.1 Structure of EMC 145

6.2.2 Responsibilities of EMC 146

6.3 Measurement Methodologies 146

6.3.1 Instruments to be used 146

6.3.2 Monitoring Programme 147

6.3.3 Monitoring Schedule 147

6.3.4 Methodology adopted 147

6.4 Locations of Monitoring Stations 149

6.5 Data Analysis 150

6.6 Detailed Budget 150

CHAPTER- VII ADDITIONAL STUDIES 151-183


7.2 Public Consultation 151

7.2.1 Public Hearing Proceedings 151

7.2.2Public Hearing Notice published in Newspapers Dainik Bhaskar and Dainik Navjyoti dated

18thMarch, 2016152

7.2.3 Photographs of Public Hearing 152

7.2.4 Action Plan for the issues raised during Public Hearing 153

7.3 Hydro-Geological Study & Rainwater Harvesting Plan 159

7.4 Risk Assessment and Disaster Management Plan 159

7.4.1 Risk Assessment & Damage Control 159

7.4.2 Hazard Identification & Risk Assessment (HIRA) for Integrated Cement Project 159

7.4.3 Measures for Occupational Health Hazards 165

7.4.4 Disaster Management Plan 166

7.4.4.1 On-site emergency planning 171

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7.4.4.2 Emergency Communications 176

7.4.4.3 Special Emergency Equipment 181

7.4.5 Conclusion 183



8.2 Promotion of Social and Economic status 184

8.3 ESC Activities Carried Out by Shree CementLtd. 185

8.3.1 Primary Education Programmes 185

8.3.2 Promoting Gender Equality andWomen Empowerment Programmes 188

8.3.3 Agriculture Development programmes 188

8.3.4 Reducing Child Mortality and Improving Health 190

8.3.5 Ensuring Environment Sustainability 191

8.3.6 Social Business Projects 191

8.3.7 Employment Enhancing Vocational Skills 193

8.4 Conclusion 197

Chapter -IX Environmental Cost Benefit Analysis 198

9.1 Environmental Cost Benefit Analysis 198



10.2 Air Quality Management 200

10.2.1 Stack Emissions and Control Technologies 200

10.2.2 Fugitive Emissions, Sources and Control Technologies 201

10.2.2.1 Fugitive Emissions 201

10.2.2.2 Sources of Fugitive Emissions in Cement Plant and Mitigation Measures 202

10.3 Noise Management 210

10.4 Water Management 210

10.4.1 Water Requirement 210

10.4.2 Water Management 211

10.4.2.1 Sewage Treatment Plant 211

10.4.3 Water Conservation 212

10.4.3.1 Rain Water Harvesting at Plant and Colony 212

10.5 Waste Management 214

10.5.1 Solid Waste Management 214

10.5.2 Hazardous Waste Managements 214

10.6Concept of Waste Minimization, 3 R s (Reuse, Recycle and Recover Techniques), Energy and

Natural Resource Conservation Measures216

10.6.1 Waste Minimization - 3R s 216

10.6.1.1 Reuse 216

10.6.1.2 Recycle 216

10.6.1.3 Recovery 216

10.6.2 Energy Conservation 216

10.6.3 Natural Resource Conservation 217

10.7 Greenbelt Development and Plantation Programme 217

10.7.1 GreenbeltPlantation at Plant Site 218

10.7.2 Objective 218

10.7.3 Plantation Programme 218

10.7.4 Photographs showing Existing Green Belt Development 220

10.7.5 Guidelines for Green Belt Development 221

10.8 Occupational Health and Safety Measures 222

10.8.1 Health and Safety Policy 222

10.8.2 Occupational Health and Safety Hazards 222

10.8.3 Occupational Health Surveillance 225

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10.8.4 Implementation of OHS standards as per OSHAS/USEPA 229

10.8.5 Safety Committee 230

10.8.6 Medical Facilities 230

10.8.7 Investigation Facility 230

10.8.8 Facility for Minor Surgical Operation 230

10.8.9 Ambulance Services 230

10.8.10 First Aid Boxes 230

10.8.11 Plan and Fund allocation for Occupational and Safety Hazards 231

10.9 Corporate Environment Policy 231

10.10 Vehicular Pollution Control and its Management 231

10.11 Compliance of CREP Recommendations 233

10.12 Conclusion 234



11.2 Justification for the project 235

11.3 Details about the Project 236

11.3.1 Brief Description of the Project 236

11.3.2 Requirements for the Project 237

11.3.2.1 Raw Material Requirement for the Project 237

11.3.2.2 Fuel Requirement 238

11.3.2.3 Other Basic Requirement 238

11.4 Process Description 239

11.4.1 New Clinker Unit (Unit-XI) and Cement Unit Manufacturing Process 239

11.4.2 Waste Heat Recovery Power Plant 239

11.5 Description of Environment 239

11.5.1 Presentation of Results (Air, Noise, Water and Soil) 239

11.5.2 Biological Environment 240

11.5.3 Socio-Economic Environment 240

11.6 Anticipated Environmental Impacts and Mitigation Measures 240

11.7 Environmental Monitoring Programme 242

11.8 Additional Studies 242



11.11 Project Benefits 242

11.12 Environment Management Plan 243

11.13 Occupational Health and Safety 244



12.1 Disclosure of the Consultant Engaged 245

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vii

LIST OF TABLES

TABLE NO. PARTICULARS PAGE NO.

1.1 Existing Clearances / Consents at Ras Plant of SCL 30

1.2 Project Proposal 31

1.3 Time of Completion of the Project 32

1.4 Brief Description of Nature, Size and Location of Project 34

2.1 Raw Material Requirement for Clinkerization and CPP 43

2.2 Raw Materials Requirement for Synthetic Gypsum Unit 43

2.3 Fuel Requirement 45

2.4 Basic Requirements for the Project 46

2.5 Break-up of Water Requirement 46

2.6 Power Requirement 49

2.7 Manpower Requirement 50

2.8 Area Details 50

2.9 Plant and Equipment Sizing 60

2.10 Storage Facilities 61

3.1 Primary Data Collection 65

3.2 Land Use/Land Cover Details of core zone 71

3.3 Land Use/Land Cover Details of study area 73

3.4 Seismic Zones in India 80

3.5 Rainfall Data For last 10 Years 83

3.6 Micro- Meteorology at Site 84

3.7 Locations of Ambient Air Quality Monitoring Stations 87

3.8 Ambient Air Quality Monitoring Results 89

3.9 NAAQS Prescribed by CPCB 92

3.10 Chemical Characterization of RSPM 93

3.11 Locations of Noise Monitoring Stations 94

3.12 Ambient Noise Level Monitoring Results 95

3.13 CPCB Noise Standards 95

3.14 Locations of Ground Water Sampling Stations 97

3.15 Ground Water Analysis 99

3.16 Locations of Soil Sampling Stations 101

3.17 Soil Analysis 102

3.18 Standard Soil Classification 103

3.19 List of Flora in Core and Buffer Area 104

3.20 List of Fauna 107

3.21 Socio-Economic Profile of Study Area 110

3.22 Socio-Economic Profile of Study Area (Plant and Mine) 111

3.23 Demographic profile of the study area (Plant and Mine Site) 113

3.24 SC/ST Population of the Study Area 113

3.25 Literacy Level of the Study Area 114

3.26 Work Forces of the Study Area 115

4.1 Stack Emission Details 123

4.2 Emission Rate and Emission Conditions 124

4.3 Mixing Height for the plant site 126

4.4 Peak Incremental Concentration for Different Scenarios 126

4.5 Traffic Volume Count Survey 133

4.6(A) Inward Traffic due to the Raw Material Transportation 134

4.6(B) Outward Traffic due to the Finished Product Transportation 134

4.6 (C) Inward Traffic: Railways - Raw Material 135

4.6 (D) Outward Traffic: Railways - Finished Products 135

4.7 Anticipated Adverse Environmental Impacts and Mitigation 142

6.1 Frequency For Post Project Monitoring 147

6.2 Post - Project Monitoring 148

6.3 Locations for Post Project Monitoring 150

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TABLE NO. PARTICULARS PAGE NO.

6.4 EMP Cost Break-up 150

7.1 Possible Hazardous Locations on site 159

7.2 List of Damages Envisaged at Various Heat Loads 161

7.3 High Risk Categories and Preventive Measures 165

7.4 List of Extinguisher to be used as case specific 178

7.5 List of Extinguisher to be used as Site specific 179

7.6 Summary of Recommended Personal Protective Equipment according to hazard onsite 180

8.1 Expenditures incurred on CSR Activities 194

8.2 Proposed Expenditure on CSR activities 194

8.3 Detailed Activity- wise Action Plan For ESC Activities 195

10.1 List of Air Pollution Control Equipments 200

10.2 Emission Details 201

10.3 Storage Facilities 202

10.4 Proposed Rainwater harvesting in Plant and Colony area 213

10.5 (a) Solid Waste Generation and their End Use 214

10.5 (b) Quantity of Fly Ash Generation 214

10.6 Hazardous Waste Generation 214

10.7 Hazardous Waste Utilization 215

10.8 Hazardous Waste Utilization in 2015 - 16 215

10.9 Existing Plantation Details 219

10.10 Action Plan for Greenbelt development / Plantation 221

10.11 Fund allocation for Occupational and Safety Hazards 231

10.12 Emission Standards for Vehicles 232

10.13 Vehicle Check Sheet for Fitness Certificate 232

10.14 Compliance of Crep Recommendations 233

LIST OF FIGURES

FIGURE NO. PARTICULARS PAGE NO.

1.1 Line Diagram showing capacity of each unit along with number of units 33

1.2 Location Map 36

1.3 Map showing Corner Co-ordinates of the Plant Site 37

1.4 Google Earth Downloaded Map of the Plant Site 38

1.5 Map showing Environmental Settings of the 10 km radius study area 36

1.6 (a) Photographs of the Existing Plant 40

1.6 (b) Photograph showing site for Unit XI & Cement mill within Existing Plant Premises 41

2.1 Mass Balance Diagram 45

2.2 Water Balance Diagram 48

2.3 Plant Layout 52

2.4 Process Flow Diagram 55

2.5 Process Flow Sheet of Waste Heat Recovery boiler 56

2.6 Process Flow Sheet of Synthetic gypsum 57

3.1 Base Map of the Study Area 67

3.2 Geo-Referencing of Satellite Image using SOI Toposheet 69

3.3 Difference between original image and Radiometrically Enhanced images 70

3.4 Land Use/Land Cover Map of the core zone 72

3.5 Land Use/Land Cover Map of the buffer zone 74

3.6 Digital Elevation Model of the study with contour map 78

3.7 3D-View 79

3.8 Seismic Zone Map 81

3.9 Flood Hazard Zonation Map of the Area 82

3.10 Rainfall for last 10 years 83

3.11 Wind Rose Diagram of site 85

3.12 Key Plan showing Ambient Air Quality & Noise Monitoring Locations 88

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3.13(A) Graph showing PM10 Concentrations (Max. &Min.) at different monitoring stations 90

3.13(B) Graph showing PM2.5 Concentrations (Max. & Min.) at different monitoring stations 90

3.13 (C) Graph showing SO2 Concentrations (Max. & Min.) at different monitoring stations 91

3.13 (D) Graph showing NOxConcentrations (Max. & Min.) at different monitoring stations 91

3.14 (A) Graph showing Noise Levels of different locations during day time 96

3.14(B) Graph showing Noise Levels of different locations during night time 96

3.15 Key Plan showing Ground Water and Soil Sampling Locations 98

3.16 Demographic Profile of the Study Area 113

3.17 SC / ST Population within 10 Km Study Area 114

3.18 Gender Wise Literacy Details 115

3.19 Working Details 116

4.1 Isopleth showing the incremental GLCs of PM10 due to Plant activities 128

4.2 Isopleth showing the incremental GLCs of SO2due to Plant activity 129

4.3 Isopleth showing the incremental GLCs of NO2 due to Plant activities 130

4.4 Isopleth showing the incremental GLCs of PMdue to Plant and Mining activities 131

4.5 Traffic Volume Count 133

6.1 Structure of EMC at Shree Cement Plant (Pali) 146

8.1 Major areas under ESC activities 185

10.1 Existing Air Pollution Control Equipments 200

10.2 Existing Storage Facilities 203

10.3 Schematic diagram of Sewage Treatment Plant 211

10.4 Photographs of Existing STP 212

10.5 Photographs showing Rain Water Harvesting 213

11.1 Brief Description of the Project 236

11.2 Raw Material Requirement, Source and Transportation for Clinkerization and CPP 237




11.6 Post Project Monitoring 242

LIST OF ANNEXURES

ANNEXURE NO. DETAILS PAGE NO.

1 (a) Environmental Clearance Letters 247 - 293

1 (b) Certified EC Compliance 294 - 307

1 (c) Status of Compliance of Consent to Operate 308 - 315

2 CGWA Permission for Ground Water 316 - 320

3 Hydro-geological Study Report 321 - 371

4 Hourly Meteorological data 372 - 382

5 Detailed Ambient Air Quality Monitoring Tables 383 - 394

6 Note on Polluted Stretch of River in Rajasthan 395 -396

7 (a) Format for OHS 397 - 398

7 (b) Sample Test Report of OHS 399 - 404

8 Corporate Environment Policy 405 - 409

9 (a) EC Letter - Nimbeti Limestone Mine 410 - 421

9 (b) ToR Letter for Expansion of Nimbeti Limestone Mine 422 - 429

10 Trace Metal Analysis Reports 430 -435

11 Letter received from RSPCB regarding distance of Plant site with Critically Polluted Area 436

12 Public Hearing Proceedings 437 - 460

13 Permission for use of Hazardous Waste from RSPCB 461 - 477

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LIST OF ANNEXURES



















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LIST OF ANNEXURES



















x

ABBREVIATIONS

AAQM : Ambient Air Quality Monitoring

AAQMS : Ambient Air Quality Monitoring Stations

AERMOD : Atmospheric Dispersion Modelling

AFBC : Atmospheric Fluidized Bed Combustion

APM : Air Particulate Matter

AQC : Air Quenched Cooler

BDL : Below Detection Limit

BIS : Bureau of Indian Standards

BOD : Bio-chemical Oxygen Demand

CAGR : Compound Annual Growth Rate

CAZRI : Central Arid Zone Research Institute

CEP : Corporate Environment policy

CFU : Colony Forming Unit

CFBC : Circulating Fluidized Bed Combustion

CGWA : Central Ground Water Authority

CPCB : Central Pollution Control Board

CMT : Crisis Management Team

CO : Carbon Monoxide

CREP : Corporate Responsibility for Environment Protection

CSR : Corporate Social Responsibility

CTE : Consent to Establish

CTO : Consent to Operate

DEM : Digital Elevation Model

D.G : Diesel Generator

DIP : Digital Image Processing

DL : Detection Limit

DO : Dissolved Oxygen

DMP : Disaster Management Plan

DTM : Digital Terrain Model

EAC : Expert Appraisal Committee

EC : Environmental Clearance

ECC : Emergency Control Centre

ECG : Electrocardiograph

EIA : Environmental Impact Assessment

EMC : Environment Management Cell

EMP : Environmental Management Plan

ENE : East of North-East

EPA : Environmental Protection Authority

ERDAS : Earth Resources Data Analysis System

ERT : Emergency Response Team

ESE : East of South East

ESC : Enterprise Social Commitment

ESP : Electrostatic Precipitator

FCC : False Color Composite

FHZ : Flood Hazard Zonation

FPM : Fine Particulate Matter

FPS : Fine Particulate Sampler

FY : Financial Year

GIS : Geographic Information System

GCP : Ground Control Points

GDP : Gross Domestic Product

GHG : Greenhouse Gases

GOI : Government of India

xi

GOVT. : Government

GPS : Global Positioning System

GLC : Ground Level Concentration

Ha : Hectare

HAZID : Hazard Identification

HC : Hydrocarbons

HSD : High Speed Diesel

HSE : Health, Safety & Environment

IIM : Indian Institute of Management

I&M : Inspection & Maintenance

ISO : International Organization for Standardization

ISRO : Indian Space Research Organization

IMD : India Meteorological Department

IOC : Indian Oil Corporation

IRP : Indian Response Plan

IRT : Incident Response Team

IS : Indian Standards

JMEPL : J.M. EnviroNet Private Limited

KLD : Kilo Litre Per Day

KWH : Kilo Watt Hour

LULC : Land Use/Land Cover

MT : Metric Tonne

MTPA : Million Tonnes Per Annum

MoEF&CC : Ministry of Environment and Forest & Climate Change

MW : Mega Watt

MVA : Mega Volt Ampere

NAAQS : National Ambient Air Quality Standards

NABL : National Accreditation Board For Testing And Calibration Laboratories

NABET : National Accreditation Board for Education & Training

NGO : Non- Governmental Organization

NATMO : National Atlas Thematic Mapping Organization

NDIR : Non-dispersive Infrared Detector

NE : North East

NH : National Highway

NIDM : National Institute of Disaster Management

NOC : No Objection Certificate

NNE : North of Northeast

NOx : Oxides of Nitrogen

NRSA : National Remote Sensing Agency

NTU : Nephlometeric Turbidity Unit

NW : North West

OHS : Occupational Health & Safety

OHSAS : Occupational Health & Safety Assessment Series

OPC : Ordinary Portland Cement

PAH : Poly Aromatic Hydrocarbon

PF : Protected Forest

pH : Potential Hydrogen

PHC : Public Health Centers

PM : Particulate Matter

PPC : Portland Pozzolana Cement

PPE : Personal Protective Equipments

PPM : Parts Per Million

QCI : Quality Council of India

RABH : Reverse Air Bag House

RDS : Respiratory Dust Sampler

RI : Rainfall Infiltration

xii

RO : Regional Office

RSPM : Respirable Suspended Particulate Matter

R & R : Rehabilitation & Resettlement

RSMM : Rajasthan State Mines & Minerals Ltd.

RSPCB : Rajasthan State Pollution Control Board

S : South

SC : Scheduled Caste

SE : South East

SEAC : State Level Expert Appraisal Committee

SEIAA : State Environment Impact Assessment Authority

SCL : Shree Cement Limited

SOI : Survey of India

SPM : Suspended Particulate Matter

SRTM : Shuttle Radar Topographic Mission

SW : South West

ST : Scheduled Tribes

TDS : Total Dissolved Solids

ToR : Terms of Reference

TPD : Tonnes Per Day

TPH : Tonnes Per Hour

USEPA : United States Environmental Protection Agency

USDA : United States Department of Agriculture

UTM : Universal Transverse Mercator

VAT : Value Added Tax

WHRB : Waste Heat Recovery Boiler

µg/m3 : Micro gram per metre cube

µm : Micro metre

µS/cm : Micro Siemens per centimetre

dB : Decibel

g/CC : Gram per cubic centimetre

g/km hr : Gram per kilometer hour

ha : Hectare

kg/ha : Kilogram per hectare

km : Kilometre

m : Metre

mg/kg : Milligram per kilogram

mg/l : Milligram per litre

mg/m3 : Milligram per metre cube

mg/Nm3 : Milligram per Newton cubic metre

mm : Millimetre

mS/cm : MilliSiemens per centimetre

sq. : Square

xii






S : South


SE : South East







SW : South West












µm : Micro metre


dB : Decibel



ha : Hectare


km : Kilometre

m : Metre





mm : Millimetre


sq. : Square

xii






S : South


SE : South East







SW : South West












µm : Micro metre


dB : Decibel



ha : Hectare


km : Kilometre

m : Metre





mm : Millimetre


sq. : Square

Proposed Expansion of Integrated Cement Plant- Clinker (11.2 to 15.0 Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW),

Synthetic Gypsum (1560 TPD) & DG Sets (1000 to 2000 KVA)

Near Village: Ras, Tehsil: Jaitaran, District: Pali (Rajasthan)

ToR Compliance

M/s. Shree Cement Ltd. 12 JM EnviroNet Pvt. Ltd.

ToR Compliance

Point-wise compliance to the ToR points issued by MoEFCC, New Delhi vide letter no. J - 11011/343/2012-IAII (I)

dated 10th Feb., 2016for Proposed Expansion of Integrated Cement Plant - Clinker (11.2 to 15.0 Million TPA),

Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW), Synthetic Gypsum (1560 TPD) and DG

Sets (1000 to 2000 KVA) near Village: Ras, Tehsil: Jaitaran, District: Pali (Rajasthan)by M/s. Shree Cement

Limited.

ToR Point

No.ToR Point Compliance

Reference in Final

EIA/EMP Report

Generic ToRs in respect of Industry Sector

1. Executive Summary Executive Summary of the project has been

incorporated in this EIA/EMP Report.

Chapter - XI, Page

no.235

2. Introduction

i. Details of the EIA Consultant including

NABET accreditation.

Details of the EIA Consultant including NABET

accreditation has been incorporated in this

EIA/EMP Report.

Chapter - XII, Page

no.245

ii. Information about the project

proponent.

Information about the project proponent has been


Chapter - I,

Section 1.2.1,Page

no. 28

iii. Importance and benefits of the

project.

Importance and benefits of this project has been

given in this EIA/EMP Report.

Chapter - I,

Section 1.3.5, Page

no.41

3. Project Description

i. Cost of project and time of

completion.

Total Cost

of Project

Rs. 755 Crores Chapter - VI, Page

no. 150

Chapter - I,

Section 1.2.1,Page

no. 32

Time of

Completion

Proposed Expansion

in Unit - IX &X

2 months*

Proposed Unit - XI 18 months*

*after getting all the regulatory approvals.

Details of activities along with time

required has been incorporated in

this EIA/EMP Report.

ii. Products with capacities for the

proposed project.

Details of products with capacities for the

proposed expansion project have been


Chapter - I, Table

1.2, Page no.31

iii. If expansion project, details of existing

products with capacities and whether

adequate land is available for

expansion, reference of earlier EC if

any.

o Details of existing products with capacities

have been incorporated in this EIA/EMP Report.

Environmental Clearance for existing Cement

Plant near Village: Ras, Tehsil: Jaitaran, District:

Pali (Rajasthan)has been obtained from

Chapter - I, Table

1.2, Page no.31




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

MoEFCC, New Delhi vide Letter No. J-

11011/343/2012-IA-II(I) dated 10th September,

2015.

Copy of the same has been enclosed as Annexure

- 1 (a) along with this EIA/EMP Report.

o Total plant area is 231.54 ha (which includes

187.56 ha existing plant areaand 43.98 ha

additional area within plant boundary);72.7 ha

area is also available outside the plant

boundary for future useand all the land is under

possession of M/s. Shree Cement Ltd.The

existing available area is adequate for proposed

expansion project.

Annexure - 1 (a),

Page no. 247

Chapter - II,

Section 2.5, Page

no. 50

iv. List of raw materials required and their

source along with mode of

transportation.

List of raw materials required, their source along

with their mode of transportation has been


Chapter - II, Table

2.1&2.2, Page no.

44

v. Other chemicals and materials

required with quantities and storage

capacities.

No other chemical is required for this proposed

expansion project.

-

vi. Details of Emission, effluents,

hazardous waste generation and their

management.

Emission Major emissions from the project

are of PM, SO2 and NOx. Details are


Chapter - X, Table

10.2, Page no. 201

Chapter - II, Figure

2.2, Page no. 48

Chapter - X, Table

10.6, Page no. 214

Effluent RO reject water (310 KLD) will be

used in manufacturing of synthetic

gypsum and for dust suppression /

ash quenching.

Domestic wastewater (430 KLD)

generated from plant and colony

will be treated in STP and treated

water (415 KLD) will be utilized in

greenbelt development/ plantation.

Hazardous

Waste

325 MT/annum of Used oil

(Hazardous Waste) will be

generated, which will be sold to the

CPCB authorized recycler.

vii. Requirement of water, power, with

source of supply, status of approval,

water balance diagram, man-power

requirement (regular and contract)

ParticularTotal requirement

after expansionSource

Chapter - II,

section 2.4.3, Page

no. 46Water 3500 m3/day Ground Water*

Power 158.9 MW Captive Power




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

Plant, WHRB,

Grid & D.G Sets

(for backup)

Annexure - 2, Page

no. 316


2.2, Page no. 48

Manpower 3411 Persons

(Regular- 1460 +

Contractual - 1951)

Unskilled /

Semi-skilled -

local area;

Skilled -

Rajasthan and

outside

Rajasthan

*Status of Approval:Permission for withdrawal of

ground water (4000 m3/day) has already been

obtained from CGWA for existing plant, CPP and

Nimbeti Limestone Mine vide letters dated

23rdMay, 2011; 12th July, 2013 and11th Feb., 2014.

Copy of all the letters has been enclosed as

Annexure - 2 along with this EIA / EMP Report.

Water balance diagram has also been incorporated

in this EIA/EMP Report.

viii. Process description along with major

equipments and machineries, process

flow sheet (quantitative) from raw

material to products to be provided.

o Process description along with major

equipments and machineries has been


o Process flow sheet (quantitative) from raw

material to products / mass balance has also

been incorporated in this EIA/EMP Report.

Chapter - II,

Section2.6, Page

no. 53


2.4, Page no. 55

ix. Hazard identification and details of

proposed safety systems.

Hazard identification and details of proposed

safety systems has been incorporated in this

EIA/EMP Report.

Chapter - VII,

Section 7.4.2, Page

no.159

x. Expansion / modernization proposals:

a) Copy of all the Environmental

Clearance(s) including Amendments

thereto obtained for the project from

MOEF/SEIAA shall be attached as an

Annexure.

A certified copy of the latest

Monitoring Report of the regional

office of the Ministry of Environment

and Forests as per circular dated 30th

May, 2012 on the status of compliance

of conditions stipulated in all the

o Copy of all the Environmental Clearances (EC)

obtained for the existing plant from MoEFCC,

New Delhi has been enclosed asAnnexure -

1(a)along with this EIA/EMP Report; and details

of the same are given in this EIA/EMP Report.

o The status of compliance of the conditions

stipulated in the EC for the existing capacity of

the plant duly certified by RO, MoEFCC has

been enclosed as Annexure - 1 (b) along with


Annexure - 1 (a),

Page no. 247

Annexure - 1 (b),

Page no. 294




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

existing environmental clearances

including Amendments shall be

provided.

In addition, status of compliance of

Consent to Operate for the ongoing/

existing operation of the project from

SPCB shall be attached with the EIA-

EMP report.

o Status of compliance of Consent to Operate for

the ongoing/ existing operation of the project

has been enclosed as Annexure - 1 (c) along

with this EIA/EMP Report.

Annexure - 1 (c),

Page no. 308

b) In case the existing project has not

obtained environmental clearance,

reasons for not taking EC under the

provisions of the EIA Notification 1994

and /or EIA Notification 2006 shall be

provided. Copies of Consent to

Establish/No Objection Certificate and

Consent to Operate (in case of units

operating prior to EIA Notification

2006, CTE and CTO of FY 2005 - 2006)

obtained from the SPCB shall be

submitted. Further, Compliance report

to the conditions of consents from the

SPCB shall be submitted.

Not applicable; as Environmental Clearance has

already been obtained for the existing project.

-

4. Site Details

i. Location of the project site covering

village, Taluka/Tehsil, District and

State, Justification for selecting the

site, whether other sites were

considered.

o Location map showing the plant site along with

village, tehsil, district and state has been


o No alternative site has been considered for the

proposed expansion project as the same will be

done on additional area availablewithin

theplant boundary.

Chapter - I, Figure -

1.2, Page no. 36

Chapter - I,

Section 1.3.3, Page

no. 40

ii. A toposheet of the study area of radius

of 10 km and site location on 1:50,000/

1:25,000 scale on an A3/A2 sheet

(including all eco-sensitive areas and

environmentally sensitive places).

Map showing plant site and 10 km radius study

area on Toposheet of 1:50,000 scale on an A3

sheet has been incorporated in this EIA/EMP

Report.


1.5, Page no. 39

iii. Co-ordinates (lat-long) of all four

corners of the site.

Corner Co-ordinates of the plant site are given in


Chapter - I, Table

1.4, Page no. 34

iv. Google map-Earth downloaded of the

project site.

Google Earth downloaded map of the plant site is



1.4, Page no. 38




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

v. Layout maps indicating existing unit as

well as proposed unit indicating

storage area, plant area, green belt

area, utilities etc. If located within an

industrial area/Estate/Complex, layout

of Industrial Area indicating location of

unit within the Industrial area/Estate.

Plant Layout showing existing unit as well as

proposed unit, storage area, green belt area, other

utilities etc. is incorporated in this EIA/EMP Report.

Existing plant is not located in industrial area/

Estate/ Complex.


-2.3, Page no. 52

vi. Photographs of the proposed and

existing (if applicable) plant site. If

existing, show photographs of

plantation/ greenbelt, in particular.

o Photographs of existing and proposed plant

site have been incorporated in this EIA/EMP

Report.

o Photographs showing existing greenbelt/

plantation have also been incorporated in this

EIA/EMP Report.

Chapter - I, Figure-

1.6 (a) and 1.6 (b),

Page no. 40

Chapter - X,

Section 10.7.4,

Page no. 220

vii. Land use break-up of total land of the

project site (identified and acquired),

government / private - agriculture,

forest, wasteland, water bodies,

settlements, etc. shall be included (not

required for industrial area).

Total plant area is 231.54 ha (which includes 187.56

ha existing plant areaand 43.98 ha additional area

within plant boundary); 72.7 ha area is also

available outside the plant boundary for future use

and all the land is under possession of SCL.

Land break-up of total land of the plant site has


Chapter - II,

Section 2.5, Page

no. 50

viii. A list of major industries with name

and type within study area (10 km

radius) shall be incorporated. Land use

details of the study area.

o List of major industries with name and type

within the study area (10 km radius) has been

incorporated in this EIA / EMP Report.

o Land use details of the study area have also


Chapter - III, Table

3.27, Page no. 117

Chapter - III,

Section 3.4.4.2.2,

Page no. 73

ix. Geological features and Geo-

hydrological status of the study area

shall be included.

Details regarding Geological features and Geo-

hydrological status of the study area have been

incorporated in Hydro-geological report enclosed

as Annexure - 3 along with this EIA/EMP Report.

Annexure - 3, Page

no. 321

x. Details of Drainage of the project up to

5 km radius of study area. If the site is

within 1 km radius of any major river,

peak and lean season river discharge

as well as flood occurrence frequency

based on peak rainfall data of the past

30 years. Details of Flood Level of the

project site and maximum Flood Level

of the river shall also be provided

(mega green field projects).

Map showing drainage of the plant site and 10 km

radius study areahas been incorporated in Hydro-

geological report enclosed as Annexure - 3 along


Plant Site does not fall within 1 km radius of any

major River.

Annexure - 3, Page

no. 321




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

xi. Status of acquisition of land. If

acquisition is not complete, stage of

the acquisition process and expected

time of complete possession of the

land.

Proposed expansion will be done on additional

area available within the plant boundary.

-

xii. R & R details in respect of land in line

with state Government policy.

R & R is not applicable; as the proposed expansion

will be done on additional area available within the

plant boundary.

-

5. Forest and Wildlife related issues (if applicable)

i. Permission and approval; for the use

of forest land (forestry clearance), if

any, and recommendations of the

State Forest Department (if

applicable)

No forest land is involved in the proposed

expansion project; thus, no such permission /

approval is required.

-

ii. Land use map based on High

resolution satellite imagery (GPS) of

the proposed site delineating the

forestland (in case of projects

involving forest land more than 40 ha)

No forest land is involved in the proposed

expansion project.

-

iii. Status of Application submitted for

obtaining the stage I forestry

clearance along with latest status shall

be submitted.

Not applicable. -

iv. The projects to be located within 10

km of the National Parks, Sanctuaries,

Biosphere Reserves, Migratory

Corridors of Wild Animal; the project

proponent shall submit the map duly

authenticated by Chief Wildlife

Warden showing these features vis-a-

vis the project location and the

recommendations or comments of the

Chief Wildlife Warden - thereon.

No National Park, Sanctuary, Biosphere Reserve,

Migratory Corridor of wild animals exists within 10

km radius study area.

Map showing 10 km radius study area has been



1.5, Page no. 39

v. Wildlife Conservation Plan duly

authenticated by the Chief Wildlife

Warden of the state government for

conservation of schedule I fauna, if any

exists in the study area.

No Schedule - I fauna was found within 10 km

radius of the study area during biological study.

List of fauna found within 10 km radius study area

have been incorporated in this EIA/EMP Report.

Chapter - III, Table

3.20, Page no. 107




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

vi. Copy of application submitted for

clearance under the Wildlife

(Protection) Act, 1972, to the Standing

Committee of the National Board for

Wildlife.

Not applicable. -

6. Environmental Status

i. Determination of atmospheric

inversion level at the project site and

site-specific micro-meteorological data

using temperature, relative humidity,

hourly wind speed and direction and

rainfall.

Details of atmospheric inversion level have been


Site-specific micro-meteorological data

(temperature, relative humidity, wind speed and

direction) were collected during Summer Season

(March to May, 2015). Details of the same have


Hourly meteorological data has been enclosed as

Annexure - 4 along with thisEIA/EMP Report.

Chapter - IV, Table

4.3, Page no. 126

Chapter - III,

Section 3.7.1, Page

no. 84

Annexure - 4, Page

no. 372

ii. AAQ data (except monsoon) at 8

locations for PM10, PM2.5, SO2, NOx,

CO and other parameters relevant to

the project shall be collected. The

monitoring stations shall be based

CPCB guidelines and take into account

the pre-dominant wind direction,

population zone and sensitive

receptors including reserved forests.

Composite AAQ monitoring (Plant and Mine) was

carried out at 12 locations during Summer Season

(March to May, 2015) within 10 km radius study

area.

The monitoring stations were selected taking into

account the dominant wind direction, population

zone and sensitive receptors etc.

Detail of the same has been incorporated in this

EIA/EMP Report.

Chapter - III,

Section 3.8, Page

no. 86

iii. Raw data of all AAQ measurement for

12 weeks of all stations as per

frequency given in the NAQQM

Notification of Nov. 2009 along with-

min., max., average and 98% values for

each of the AAQ parameters from data

of all AAQ stations should be provided

as an annexure to the EIA Report.

Raw data of all AAQ measurement / detailed

AAQM Tables of all AAQ stations along with min.,

max., average and 98% values for each of the AAQ

parameters have been enclosed as Annexure - 5

along with this EIA/EMP Report.

Annexure - 5, Page

no. 383

iv. Surface water quality of nearby River

(60m upstream and downstream) and

other surface drains at eight locations

as per CPCB/MoEF&CC guidelines.

Lilri River (~1.5 km in North direction) and Sukri

River (~8.0 km in SSW direction) are present

within 10 km radius of the plant and mine site.

Surface water samples were not collected from

the above two locations as both the water bodies

are seasonal and were found dry during the study

period.

Chapter - III,

Section 3.10.1,

Page no. 97




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

v. Whether the site falls near to polluted

stretch of river identified by the

CPCB/MoEF&CC.

Plant site does not fall near to polluted stretch of

river identified by the CPCB/MoEFCC.

Annexure - 6, Page

no. 395

vi. Ground water monitoring minimum at

8 locations shall be included.

Ground water monitoring (composite for Plant

and Mine) was carried out at 9 locations in the

study area during Summer Season (March to May,

2015).

Details of the same have been incorporated in this

EIA/EMP Report.

Chapter - III,

Section 3.10.2,

Page no. 97

vii. Noise levels monitoring at 8 locations

within the study area.

Noise level monitoring (composite for Plant and

Mine) was carried out at 12 locations within the

study area during Summer Season (March to May,

2015).


EIA/EMP Report.

Chapter - III,

Section 3.9, Page

no. 94

viii. Soil Characteristics as per CPCB

guidelines.

Soil sampling (composite for Plant and Mine) was

carried out for 9 locations within the study area

during Summer Season (March to May, 2015).


EIA/EMP Report.

Chapter - III,

Section 3.11, Page

no. 101

ix. Traffic study of the area, type of

vehicles, frequency of vehicles for

transportation of materials, additional

traffic due to proposed project,

parking arrangement etc.

Traffic study of the area in respect of existing

traffic, type of vehicles, frequency of vehicles for

transportation of materials, additional traffic due

to proposed expansion, parking arrangement etc.

was conducted and details for the same have been


Chapter - IV,

Section 4.4.2.3,

Page no. 132

x. Detailed description on flora and fauna

(terrestrial and aquatic) existing in the

study area shall be given with special

reference to rare, endemic and

endangered species. If Schedule-I

fauna are found within the study area,

a Wildlife Conservation Plan shall be

prepared and furnished.

Details of the flora and fauna found within the

study area have been given in this EIA/EMP

Report.

No Schedule - I fauna was found within 10 km

radius of the study area during biological study.

Chapter - III,

Section 3.12, Page

no. 104

xi. Socio-economic status of the study

area.

Details reg. Socio-economic status of the study

area has been incorporated in this EIA/EMP

Report.

Chapter - III,

Section 3.13, Page

no. 109




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

7. Impact Assessment and Environment Management Plan

i. Assessment of ground level

concentration of pollutants from the

stack emission based on site-specific

meteorological features. In case the

project is located on hilly terrain

characteristics for determining the

potential impacts of the project on the

AAQ. Cumulative impact of all sources

of emissions (including transportation)

on the AAQ of the area shall be well

assessed. Details of the model used

and the input data used for modeling

shall also be provided. The air quality

contours shall be plotted on a location

map showing the location of project

site, habitation nearby, sensitive

receptors, if any.

The incremental ground level concentration of

pollutants from the stack emissions based on site-

specific meteorological features has been

predicted via computation done through

mathematical modeling and incorporated in this

EIA/EMP Report.

The project site is not located on a hilly terrain.

Cumulative impact (plant and captive mine)of all

the sources of emissions on the AAQ of the area

was assessed.Details of the same along with

details of the model used and the input data used

for modeling have been incorporated in this

EIA/EMP Report.

Isopleths showing air quality contours plotted on

location map have also been incorporated in this

EIA/EMP Report.

Chapter - IV,

Section 4.4.2.2,

Page no. 122

Chapter - IV,

Figure 4.1 to 4.4,

Page no. 128- 131

ii. Water Quality modeling- in case, if the

effluent is proposed to be discharged

in to the local drain, then Water

Quality Modeling study should be

conducted for the drain water taking

into consideration the upstream and

downstream quality of water of the

drain.

No wastewater is being / will be discharged from

the cement plant.

Same has been shown in water balance diagram


Therefore, water quality modeling study is not

required.


2.2, Page no. 48

iii. Impact of the transport of the raw

materials and end products on the

surrounding environment shall be

assessed and provided. In this regard,

options for transport of raw materials

and finished products and wastes

(large quantities) by rail or rail-cum

road transport or conveyor-cum-rail

transport shall be examined.

There will be no major impact of the transport of

the raw materials and end products on the

surrounding environment due to proposed

expansion project as proper mitigation measures

will be adopted.

Major raw material i.e. Limestone will be

transported by covered conveyor belt.

Details reg. impact of the transport of the raw

materials and end products on the surrounding

environment along with option for rail

transporthas been incorporated in this EIA/EMP

Report.

Chapter - IV,

Section 4.4.2.3,

Page no. 132

iv. A note on treatment of wastewater

from different plant operations, extent

No waste water is being / will be generated from

the cement manufacturing process.

Chapter - X,

Section 10.4, Page




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

recycled and reused for different

purposes shall be included.

Complete scheme of effluent

treatment. Characteristics of

untreated and treated effluent to

meet the prescribed standards of

discharge under E (P) Rules.

RO reject water (310 KLD)is being / will be used in

Synthetic Gypsum manufacturing process, ash

quenching and dust suppression.

Domestic wastewater (430 KLD)generated from

plant and colony is being / will be treated in STP

and treated water is being / will be utilized

forgreenbelt development / plantation.

Rain water harvesting is being / will be practiced

inside the plant and colony premises.


EIA/EMP Report.

no. 210

v. Details of stack emission and action

plan for control of emissions to meet

standards.

Stack emission details have been incorporated in


Efficient Air Pollution Control Equipment (APCE)

will be installedfor the control of emissions from

all the sourceswithin the prescribed limit.


EIA/EMP Report.

Chapter - X, Table

10.2, Page no. 201

Chapter - X, Table

10.1, Page no. 200

vi. Measures for fugitive emission control. Measures for control of fugitive emission have


Chapter - X,

Section 10.2.2,

Page no. 201

vii. Details of hazardous waste generation,

and their storage, utilization and

disposal. Copies of MOU regarding

utilization of solid and hazardous

waste shall also be included. EMP shall

include the concept of waste-

minimization, recycle/ reuse/ recover

techniques, energy conservation, and

natural resource conservation.

Details regarding hazardous waste have been


Concept of waste - minimization, recycle/ reuse /

recover techniques, Energy conservation and

natural resource conservation has been included in

the EMP and details reg. the same have been


Chapter - X,

Section 10.5.2,

Page no. 214

Chapter - X,

Section 10.6,

Page no. 216

viii. Proper utilization of fly ash shall be

ensured as per Fly Ash Notification,

2009. A detailed plan of action shall be

provided.

Fly ash is one of the major components required

for manufacturing of PPC.

Fly ash generated from CPP is being / will be totally

consumed in the cement (PPC) manufacturing

process.


EIA / EMP Report.

Chapter - X, Table

10.5 (b), Page no.

214

ix. Action plan for the green belt

development plan in 33 % area i.e. land

with not less than 1,500 trees per ha.

Out of the total existing plant area i.e. 187.5 ha,

34% (i.e. 63.8 ha) has been developed under green

belt/ plantation. Additional 33% (i.e. 14.5 ha) will be

Chapter - X,

Section 10.7, Page

no. 217




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

Giving details of species, width of

plantation, planning schedule etc. shall

be included. The green belt shall be

around the project boundary and a

scheme for greening of the roads used

for the project shall also be

incorporated.

further developed for this expansion project.

Besides this, 33% (i.e. 24 ha) of the area available

outside the plant boundary (72.7 ha) will also be

developed under greenbelt / plantation, whenever

used in future.

Area of the township near village Bagatpura is 40

ha, out of which 14.5 ha (i.e. 36%) is developed

under greenbelt / plantation area.

Action Plan for green belt development along with

details of species, width of plantation, etc. has

been incorporated in this EIA / EMP Report.

x. Action plan for rainwater harvesting

measures at plant site shall be

submitted to harvest rainwater from

the roof tops and storm water drains

to recharge the ground water and also

to use for the various activities at the

project site to conserve fresh water

and reduce the water requirement

from other sources.

Action plan for rainwater harvesting measures at

plant site has been prepared 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 plant site to conserve fresh

water and reduce the water requirement from

other sources.

Details of the same have been given in Hydro-

geological report enclosed as Annexure - 3 along


Annexure - 3, Page

no. 321

xi. Total capital cost and recurring

cost/annum for environmental

pollution control measures shall be

included.

Cost for Environmental Protection Measures:

Capital Cost: Rs. 51 Crores

Recurring Cost: Rs. 1.0 Crores / annum.

Chapter - VI,

Section 6.6, Page

no. 150

xii. Action plan for post-project

environmental monitoring shall be

submitted.

Action plan for post-project environmental

monitoring has been incorporated in this EIA/EMP

Report.

Chapter - VI,

Table 6.2, Page

no. 147

xiii. Onsite and Offsite Disaster (natural

and Man-made) Preparedness and

Emergency Management Plan

including Risk Assessment and damage

control. Disaster management plan

should be linked with District Disaster

Management Plan.

Onsite and Offsite Disaster (natural and Man-

made) Preparedness and Emergency Management

Plan including Risk Assessment and damage

control has been incorporated in this EIA/EMP

Report.

Chapter - VII,

Section 7.4.4,

Page no. 166

8. Occupational health:

i. Details of existing Occupational &

Safety Hazards. What are the

exposure levels of above mentioned

hazards and whether they are within

Details regarding Occupational and Safety Hazards

along with exposure levels have been


Exposure level of all the hazards are within in PEL.

Chapter - X,

Section 10.8, Page

no. 222




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

Permissible Exposure level (PEL).

If these are not within PEL, what

measures the company has adopted

to keep them within PEL so that

health of the workers can be

preserved.

ii. Details of exposure specific health

status evaluation of worker. If the

workers health is being evaluated by

pre designed format, chest x rays,

Audiometry, Spirometry, Vision testing

(Far & Near vision, colour vision and

any other ocular defect) ECG, during

pre-placement and periodical

examinations give the details of the

same. Details regarding last month

analyzed data of abovementioned

parameters as per age, sex, duration

of exposure and department wise.

Details of exposure specific health status

evaluation of workers have been given in this

EIA/EMP Report.

Format for pre-employment and periodic medical

examination has been enclosed as Annexure - 7(a)

along with this EIA/EMP Report.

Chapter - X,

Section 10.8, Page

no. 222

Annexure - 7(a),

Page no. 397

iii. Annual report of health status of

workers with special reference to

Occupational Health and Safety.

Annual sample report of health status of worker

with special reference to Occupational Health and

Safety has been enclosed as Annexure - 7(b) along


Annexure - 7(b),

Page no. 399

iv. Plan and fund allocation to ensure the

occupational health & safety of all

contract and casual workers.

Plan and fund allocation to ensure the

occupational health and safety of all contract and

casual workers have been incorporated in this

EIA/EMP Report.

Chapter - X, Table

10.11, Page no. 231

9. Corporate Environment Policy:

i. Does the company have a well laid

down Environment Policy approved by

its Board of Directors? If so, it may be

detailed in the EIA report.

Corporate Environment Policy of the company has

been enclosed as Annexure - 8 along with this

EIA/EMP Report.

Annexure - 8,

Page no. 405

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.




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

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.

iv. Does the company have system of

reporting of non-compliances /

violations of environmental norms to

the Board of Directors of the company

and / or shareholders or stakeholders

at large? This reporting mechanism

shall be detailed in the EIA report.

10. Details regarding infrastructure

facilities such as sanitation, fuel,

restroom etc. to be provided to the

labor force during construction as well

as to the casual workers including

truck drivers during operation phase.

Details regarding infrastructure facilities to be

provided to the labour force during construction

as well as to the casual workers including truck

drivers during operation phase have been


Chapter - II,

Section 2.6.6,

Page no. 61

11. Enterprise Social Commitment (ESC)

i. Adequate funds (at least 2.5 % of the

project cost) shall be earmarked

towards the Enterprise Social

Commitment based on Public Hearing

issues and item-wise details along with

time bound action plan shall be

included.Socio-economic development

activities need to be elaborated upon.

2.5% of the total project cost has been earmarked

towards the Enterprise Social Commitment (ESC)

based on Public Hearing issues and item-wise

details along with time bound action plan has been

prepared and incorporated in this EIA/EMP Report.

Details reg. Socio-economic development activities

have also been incorporated in this EIA/EMP

Report.

Chapter - VIII,

Table 8.2, Page

no. 194

Chapter - VIII,

Page no. 185

12. Any litigation pending against the

project and/or any direction/order

passed by any Court of Law against the

project, if so, details thereof shall also

be included. Has the unit received any

notice under the Section 5 of

Environment (Protection) Act, 1986 or

relevant Sections of Air and Water

Acts? If so, details thereof and

compliance/ATR to the notice(s) and

present status of the case.

No litigation is pending against the project and/or

any direction/order passed by any Court of Law

against the project.

The unit has not received any notice under the

Section 5 of Environment (Protection) Act, 1986 or

relevant Sections of Air and Water Acts.

-




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

13. A tabular chart with index for point

wise compliance of above TORs.

Point-wise compliance of the ToRs has been given

in the tabular form.

-

14. The TORs prescribed shall be valid for

a period of three years for submission

of the EIA-EMP reports along with

Public Hearing Proceedings (wherever

stipulated).

Noted. -

Additional ToRs for Cement Industry

1. Limestone and coal linkage documents

along with the status of environmental

clearance for limestone and coal

mines.

o Limestone is being / will be sourced from

existing captive Nimbeti Limestone Mine (ML

Area - 750 ha) with production capacity of 19.6

MTPA, near Village: Ras, Tehsil: Jaitaran,

District: Pali (Rajasthan); Environmental

Clearance for the same has been obtainedfrom

MoEFCC, New Delhi vide letter no. J-

11015/327/2012-IA II (M) dated 21st July, 2015.

Copy of EC Letter has been enclosed as Annexure

- 9(a) along with this EIA/EMP Report.

To cater the additional requirement of

limestone for proposed expansion of

Integrated Cement Project, SCL is also

proposing expansion in production capacity of

Captive Nimbeti Limestone Mine (ML Area: 750

ha) from 19.6 to 25.3 Million TPA.

TOR letter for the same has been obtained from

MoEFCC, New Delhi vide letter no. J-

11015/226/2015-IA II (M) dated 11th August 2015.

Copy of ToR Letter has been enclosed as

Annexure - 9(b) along with this EIA/EMP Report.

o SCL have an agreement with Xcoal Energy and

Resources, Reliance Industries Limited, Aditya

Birla Swiss Singapore and HC Trading Malta

Limited for procurement of Indian and

Imported Coal and Petcoke.

Annexure - 9(a),

Page no. 410

Annexure - 9(b),

Page no. 422

2. Quantum of generation of coal and

limestone from coal & limestone mines

and the projects they cater to.

o Fuel {Coal (Indian & Imported) /Petcoke (Indian

& Imported)/ Lignite} is being/will be procured

from Reliance, IOCL, Essar & other

Petrochemical Refineries, USA, Swiss, Saudi

Arabia, Rajasthan etc.

-




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

o Limestone will be sourced from existing

Captive Nimbeti Limestone Mine (M.L Area -

750 ha) with applied production capacity of

25.3 Million TPA.

3. Present land use shall 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 10 Km radius area from proposed

site. The same shall be used for land

used/land-cover mapping of the area.

Present land use / land cover map has been

prepared, based on satellite imagery, using

RESOURCESAT-2 (L4FMX) digital data which was

procured from National Remote Sensing Centre,

Hyderabad and the same have been incorporated

in this EIA/EMP Report.

Chapter - III,

Section 3.4.4.2.1,

Page no. 71

4. If the raw materials used have trace

elements, an environment

management plan shall also be

included.

Raw materials have been analyzed for trace

elements.

Test reports from the NABL authorized laboratory

for the same has been enclosed as Annexure -

10along with this EIA/EMP Report.

Annexure - 10,

Page no. 430

5. Plan for the implementation of the

recommendations made for the

cement plants in the CREP guidelines

must be prepared.

Plan for the implementation of the

recommendations made for the cement plants in

the CREP guidelines have been prepared and


Chapter - X,

Section 10.11,

Page no. 233

6. Energy consumption per ton of clinker

and cement grinding.

Energy consumption per ton of clinker will be 54

Kwh and energy consumption per ton for cement

grinding will be 24 Kwh.

Chapter - II, Page

no. 49

7. Provision of waste heat recovery

boiler.

Presently, Waste Heat Recovery Boiler of capacity

68 MW is already installed. After proposed

expansion, capacity of WHRB will be expanded

from 68 MW to 90 MW.


EIA/EMP Report.

Chapter - II,

Section 2.6.25,

Page no. 56

8. Arrangement for co-processing of

hazardous waste in cement plant.

Details regarding use of co-processing of

hazardous waste in cement planthave been


Chapter - X, Page

no. 215

9. Trace metals in waste material

especially slag.

Not Applicable. -

Project Specific TOR

1. P.H. shall be conducted by the

Rajasthan Pollution Control Board as

per the generic TOR.

Public Hearing for the proposed expansion project

was conducted on 20th April, 2016 at 3:00 PM at

Office, Sub Divisional Officer, Jaitaran, District -

Chapter - VII,

Section 7.2, Page

no. 151




ToR Compliance


ToR Point


Reference in Final

EIA/EMP Report

Pali (Rajasthan).


EIA/EMP Report.

2. Capacity of the unit along with number

of the units should be mentioned in

the line diagram.

Line diagram showing capacity and number of

each unit has been incorporated in this EIA/EMP

Report.

Chapter - I, Figure

1.1, Page no. 33

3. Use of hazardous waste in the cement

plant.

Details regarding use of hazardous waste in

cement plant have been incorporated in this

EIA/EMP Report.

Chapter - X, Page

no. 218

4. Certified compliance report of RO visit

should be submitted along with the

EIA/EMP report.

Status of compliance of the conditions stipulated

in the EC for the existing capacity of the plant duly

certified by RO, MoEFCC has been enclosed as

Annexure - 1 (b) along with this EIA/EMP Report.

Annexure - 1 (b),

Page no. 294

5. EIA should be prepared for the impact

of total 10.4 to 15.0.

EIA report has been prepared for the impact of

total 10.4 to 15.0 Million TPA.

Chapter - IV,

Section 4.4.2.2,

Page no. 125




Chapter - I of Final EIA / EMP Report


CHAPTER-I

INTRODUCTION

1.1 PURPOSE OF THE REPORT

As per EIA Notification dated 14th

Sept., 2006, as amended from time to time; it is mandatory to

have Environmental Clearance for any new industry or the expansion / modernization of the

existing industry from Ministry of Environment, Forest& Climate Change, Government of India,

New Delhi / SEIAA. For this, Environment Impact Assessment (EIA) has to be conducted as per

guidelines given by MoEFCC, New Delhi.

The purpose of this EIA report is to provide a coherent statement after analysis of allpotential

impacts due to proposed expansion project and the measures that should be taken to eliminate

and mitigate them. It contains essential information for:

� The 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.

1.2 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

1.2.1 Introduction of the Project Proponent

Company Profile

Shree Cement Limited (SCL) is the largest producer of cement in Northern India and is ranked

among the top five cement groups in the country with a production capacity of 25.6 Million TPA. It

started its operations in 1985 with 0.6 Million Tonnes capacity at Bangur Nagar, Beawar in

Rajasthan and has rapidly expanded its operations to reach the present production capacity of

25.6 Million TPA. The principal promoter of the company is Bangur Group, which is a respected

business house of I ndia.

Cement Manufacturing Facilities

The company has its manufacturing operations at Beawar and Ras in Rajasthan and Bhatapara in

Chattisgarh. It has split grinding units at seven locations viz. Khushkhera, Suratgarh, Jobner in

Rajasthan, Roorkee in Uttrakhand, Aurangabad in Bihar, Bulandshahr in Uttar Pradesh and Panipat

in Haryana, taking the total cement capacity of the company to 25.6 Million TPA. Total Thermal

Power Plants Capacity of the Company is 612 MW (including 111 MW WHRS).






Products

The company pursues multi-brand portfolio strategy which consists of three offers viz. Shree Ultra

Jung Rodhak Cement, Bangur Cement and Rockstrong Cement.

Corporate Sustainability

Shree Cement Ltd. always strives to sustain its reputation as a respected corporate citizen. It

acknowledges that its operations have multiple impacts on the environment and communities in

which it operates. It has embedded the sustainability principles in all its activities and pursues this

as an integral part of its business operations. Shree has been on a continuous drive for ‘greening’

of its processes so that its operations put the minimum burden on the earth's finite resources. The

installation of company’s waste heat recovery plants (Green Power Plants) are steps in this

direction.

Service towards the community

Shree Cement has displayed good corporate citizenship by providing assistance and funds for

natural calamities, education programmes and institutions, AIDS awareness, preventive medicine,

eye camps, drinking water projects, among others. The company engages in a continuous

dialogue with community leaders.

Recognitions

� First Indian Cement Company to join Cement Sustainability Initiative of WBCSD.

� First Indian Cement Company to be Member of World Economic Forum.

� First company in the World to use innovative techniques to utilize 100% Petcoke in its

operations.

� First Cement Company of the World to fetch Certified Emission Reductions (CER’s) on its

Clean Development Mechanism project “Optimal Utilization of Clinker”.

� First Indian cement company to issue Corporate Sustainability Report following the highest

level “A+” for reporting triple bottom line performance

� New World Sustainability Champions by the World Economic Forum (WEF)

� Government of India recognized in-house R&D centre.

1.2.2 Identification of the Project

A. Details reg. the Existing Project

M/s. Shree Cement Limited (SCL) is having an existing Integrated Cement Plant - Clinker (Unit - III

to X), Cement, Captive Power Plant, WHRB, Synthetic Gypsum Unitand D.G Set near Village: Ras,

Tehsil: Jaitaran, District: Pali, Rajasthan.SCL has obtained Environmental Clearance for Integrated

Cement Plant - Clinker (11.2 Million TPA), Cement (8.8 Million TPA), Captive Power Plant (180 MW)

andWHRB (66 MW) near Village: Ras, Tehsil: Jaitaran, District: Pali (Rajasthan) from MoEFCC, New

Delhi vide letter no. J-11011/343/2012-IA-II(I) dated 10th

September, 2015.






Details of different units andtheir production capacity at SCL plant premises along with the

necessary clearances are given in Table - 1.1:

Table - 1.1

Existing Clearances / Consents at RasPlant of SCL

S. No. Particular Details

1. Present Capacity Clinker (11.2 Million TPA), Cement (8.8 Million TPA), Captive Power Plant

(180 MW) and WHRB (66 MW)

2. Environmental Clearance

(issued by MoEFCC, New Delhi)

Particular MoEF Letter No. & Date

Ras Cement Plant (Clinker - 1.5 MTPA, 1.61

MTPA of OPC or 2.59 MTPA of PPC)

J-11011/107/2003-IA-II(I)

dated 03rd

March, 2004

Cement Plant (Clinker - 2.0 MTPA, 2.15 MTPA

OPC / 3.44 MTPA PPC)

J-11011/301/2005-IA-

II(I)dated 04th

April,

2006

Integrated Cement Plant - Clinker (6.3 MTPA),

Cement (9.8 MTPA - 5 Units), CPP {80 MW (4 x

20 MW)} and Limestone Mine (Nimbeti Mine -

750.0 ha - 11.4 MTPA)

J-11011/1174/2007-IA-

II(I)dated 02nd

April,

2008

Integrated Cement Plant (Clinker, 6.0 to 8.0

MTPA & reduction in Cement production, 9.8

to 8.8 MTPA), CPP (80 to 180 MW), WHRS (25

to 35 MW) and Limestone Mine (Nimbeti Mine,

750.0 ha - 11.4 to 14.4 MTPA)

J-11011/981/2008-IA-

II(I)dated 27th

February,

2010

Expansion of Integrated Cement Plant - Clinker

(8.0 to 10.4 MTPA), Cement (8.8 MTPA), CPP

(180 MW), WHRS (35 to 45 MW)

J-11011/400/2010-IA-II (I)

dated 27th

August, 2012

Expansion of Integrated Cement Plant (Clinker

from 10.4 MMTPA to 11.2 MMTPA)

J-11011/343/2012-IA-II (I)

dated 10th

Sept., 2015

3. Consent to Operate

(issued by RSPCB)

Particular Unit / Capacity RSPCB Letter No. & Date

Clinker Unit - III (3,700 TPD)

F (Tech)/Pali(Jaitaran)/2(1)/2008-

2009/7814-7817 dated 16th

Jan., 2014

Unit - IV (1.20 MTPA) F(Tech)/Pali(Jaitaran)/2(1)/2008-

2009/6481-6483 dated 03rd

Dec., 2014

Unit - V (1.20 MTPA) F (Tech)/Pali(Jaitaran)/2(1)/2008-

2009/6489-6493 dated 03rd

Dec., 2014

Unit - VI (3,700 TPD) F (Tech)/Pali(Jaitaran)/2(1)/2008-

2009/7821-7824 dated 16th

Jan., 2014

Unit - VII (3,700 TPD) F (Tech)/Pali(Jaitaran)/2(1)/2008-

2009/7825-7828 dated 16th

Jan., 2014

Unit-VIII (1.20 MTPA) F (Tech)/Pali(Jaitaran)/2(1)/2008-

2009/5214-5217 dated 18th

Sept., 2014

Unit - IX (5,500 TPD) F (CPM)/Pali(Jaitaran)/1024(1)/ 2013-

2014/ 8058-8061 dated 16th

Feb. 2016






S. No. Particular Details

Clinker Unit - X (1.6 MTPA) F (CPM)/Pali(Jaitaran)/1024(1)/ 2013-

2014/ 8062-8065 dated 16th

Feb., 2016

Cement

Unit- III (7,000 TPD) F (Tech)/Pali(Jaitaran)/2(1)/2008-

2009/7814-7817 dated 16th

Jan., 2014

Unit- IV (2.20 MTPA) F (Tech)/Pali (Jaitaran)/2(1)/2008-

2009/6481-6483 dated 03rd

Dec., 2014

Ras New Cement

Unit (4.40 MTPA)

F (CPM)/Pali (Jaitaran)/1024(1)/ 2013-

2014/7634-7636 dated 08th

Jan., 2014

CPP 180 MW F (Tech)/Pali (Jaitaran)/2(1)/2008-

2009/6382-6385 dated 27th

Nov., 2014 WHRB 68 MW

DG Set 1000 KVA

Synthetic

Gypsum 1560 TPD

F(CPM)/Pali (Jaitaran)/1024(1)/2013-

2014/6167-6169 dated 10th

Nov., 2014

Compliance of the conditions stipulated in EC / CTE / CTO has been submitted to the concerned

authorities on regular basis.

Source: Pre-feasibility Report

B. Project Proposal

Shree Cement Ltd. (SCL)is now proposing for an expansion of Integrated Cement Plant - Clinker

(11.2 to 15.0 Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW),CPP (180 MW),

Synthetic Gypsum Unit (1560 TPD) and DG Sets (1000 to 2000 KVA)near Village: Ras, Tehsil:

Jaitaran, District: Pali (Rajasthan).

The existing, additional and the total plant production capacities after the proposed expansion

are given in Table - 1.2 and Line diagram showing capacity and number of each unit has been given

as Figure - 1.1.

Table - 1.2

Project Proposal

S. No. Particular Unit Existing Capacity Additional

Capacity

Total Capacity

after expansion

1. Clinker (Million TPA)

Unit - III to Unit - VIII 6 Units x 1.2 = 7.2 Nil 7.2

Unit - IX 2.0 0.6 2.6

Unit - X 2.0 0.6 2.6

Unit - XI (Proposed) Nil 2.6 2.6

2. Cement (Million TPA)

Unit - III & IV

(Ball Mill with RP) 2 Units x 2.2 = 4.4 Nil 4.4

Ras New Cement Unit

(VRM + Ball Mill) 4.4 Nil 4.4

Proposed Cement Unit

(VRM + Ball Mill) Nil 4.4 4.4

3. Captive Power Plant(MW) - 180 Nil 180






S. No. Particular Unit Existing Capacity Additional

Capacity

Total Capacity

after expansion

4. Waste Heat Recovery

Power Generation (MW) - 68 22 90

5. Synthetic Gypsum Unit

(TPD) - 1560 Nil 1560

6. DG Sets (KVA) - 1000 1000 2000

7. Township Bhagatpura Township

40 ha area and

Super Built-up area

is 136766 sq. m

Nil

40 ha area and

Super Built-up area

is 136766 sq. m


Activities to be carried out for Further Expansion of Unit - IX andUnit - X

S.

No.

Required modifications in existing

2.0 Million TPA each Clinker unit

Proposed clinker production @

2.6 Million TPA Clinker by each

unit

Remark

Cost

(Rs. in

Crores)

1 Increase of Kiln inlet riser area

from 7.03 m2 to 7.88 m2 (12%) Expected increase in clinker

production capacity by 0.6

MTPA.

(Increase of each kiln capacity

from 7000 TPD to 8500 TPD)

Increase in kiln main firing from

present 30 % to about 40% with

maintaining kiln inlet air velocity

between 17-19 mps

3.0

2 Increase kiln speed from 4.5-5.3

rpm Design at 5.5 rpm 0.0

3 Enlargement of clinker cooler area

from 135 m2 to 150 m2

Maintaining 55-57 TPD/m2 clinker

cooler loading. 1.5

4 Installation of additional chamber

for Reverse Air Bag House (RABH)

Additional chamber will be

added.

To achieving PM emission level

below 30 mg/Nm3

0.50

Time of Completion of the project: Approx. 2 months for upgradation of unit-IX & X and minimum 38 Months

for unit –XI. Cement mill and clinker unit may be installed in phased manner as per market scenario. Details of

activities along with time required for completion of the project is given in Table - 1.3:

Table - 1.3

Time of Completion of the Project

S. No. Activity Time (Months)

1. Up gradation of Unit - IX & X 2

2. Appointment of Consultant, Basic engineering and issue of tender

enquiries and main machinery order placement for unit-XI 6

3. Civil construction 20

4. Fabrication work 20

5. Electrical & Instrument Erection 10

6. Refractory works 10

7. Trial runs and Commissioning 2

Proposed Expansion of Integrated Cement Plant- Clinker (11.2 to 15.0 Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW), Synthetic Gypsum (1560 TPD) & DG Sets (1000 to 2000 KVA )




Figure1.1: Line Diagram showing capacity of each unit along with number of units

Local Market






C. Screening Category

As per EIA Notification dated 14th

Sept., 2006, as amended from time to time; the project falls

under Category “A”, Project or Activity ‘3(b)’.

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

THE COUNTRY, REGION

1.3.1 Brief Descr iption of Nature, Size and Location of Project

Brief Description of Nature, Size and Location of the Project is given in Table - 1.4.

Table- 1.4

S. NO. PARTICULARS DETAILS

A. Nature and Size of the Project

Proposed Expansion of Integrated Cement Plant - Clinker (11.2

to 15.0 Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS

(68 to 90 MW), CPP (180 MW) along with Synthetic Gypsum

Unit (1560 TPD) and DG Sets (1000 to 2000 KVA)

B. Location Details

1. Village Ras

2. Tehsil Jaitaran

3. District Pali

4. State Rajasthan

C. Geographical Extent of the Plant Site

5. Latitude 26o15’ 31.6” to 26

o 16’ 45.3” N

6. Longitude 74o

10’ 53” to 74o

11’ 48.1” E

7. Corner Co-ordinates of the Plant site

A. 26o

15’ 35.6” N - 74o10’ 53” E

B. 26o

15’ 31.6” N - 74o 11’ 11.4” E

C. 26o

15’ 44” N - 74o 11’ 36.2” E

D. 26o

16’ 17.8” N - 74o 11’ 48.1” E

E. 26o

16’ 28” N - 74o 11’ 27.3” E

F. 26o

16’ 45.3” N - 74o 11’ 13.1” E

8. ToposheetNo. 45 J/3, 45 J/4, 45 J/7 and 45 J/8

� Location Map of the Plant Site has been shown in Figure - 1.2

� Map showing C orner Co-ordinates of the Plant site has been shown in Figure - 1.3

� Google Earth downloaded map of the plant site has been shown in Figure - 1.4

D. Area Details

1. Plant area

Total plant area is 231.54 ha (which includes 187.56 ha existing

plant area and 43.98 ha additional area within plant boundary);

72.7 ha area is also available outside the plant boundary for

future use.







2. Greenbelt / Plantation area

� 63.8 ha (34% of the total existing plant area i.e. 187.5 ha)has

already been developed under greenbelt/ Plantation

� Additional 14.5 ha will be further developed for this

expansion project.

3. Township Area

Area of the township near village Bagatpura is 40 ha, out of

which 14.5 ha (i.e. 36%) is developed under greenbelt /

plantation area.

4. Corner Coordinates of Township

1. 26o15’41.7’’N - 74

o13’23.5’’

2. 26o15’36.5’’ N - 74

o13’34.2’’

3. 26o16’06.7’’ N - 74

o13’50’’

4. 26o16’10.3’’ N - 74

o13’35.4’’

E. Environmental Setting Details (with approximate aerial distance and direction from the plant site)

1. Nearest Town Ras (3.0 Km in N direction)

2. Nearest City Beawar (21.0 Km in SE direction)

3. Nearest National / State Highway � NH-14 (19.5Kmin SE direction)

� SH- 39 (1.5Km in NE direction)

4. Nearest Railway station Beawar (21.0 Km in SE direction)

5. Nearest Airport Jodhpur (113 Km in W direction)

6. National Parks, Wildlife Sanctuaries,

Biosphere Reserves, within 10 km radius

No National Park, Wildlife Sanctuary, Biosphere Reserve, exists

within 10 km radius of the plant site

7. Reserved / Protected Forests within 10

km radius

� Reserved Forest (~5.0Km in SSE direction)

� Protected Forest (~9.9 Km in SE direction)

8. River/Water Body within 10 km radius � Lilri River (Seasonal) (1.5 Km in North direction)

� Sukri River (8.0 Km in SSW direction).

� Environmental Setting Map of the 10 km radius study area has been shown in Figure - 1.5

9. Seismic Zone Zone-II [as per IS 1893 (Part-I): 2002]

10. Critically Polluted Area as per CEPI -

CPCB

No critically polluted area declared under CEPI as per MoEFCC

Circular dated 15.03.2010 exists within 15 km radius study area

� Google Map showing the distance of Plant site from Critically Polluted Areas identified in Pali District (Rajasthan)

alongwith Letter received from RSPCB reg. CEPI has been enclosed as Annexure -11.

F. Cost details

1. Total Cost of the Project Rs. 755 Crores

2. Cost for Environmental Protection

Measures

� Capital Cost - Rs. 51.0 Crores

� Recurring Cost - Rs. 1.0 Crores / annum







1.3.2 Location Map

Figure1.2: Location Map





Figure 1.3: Map showing Corner Co-ordinates of the Plant Site





Figure1.4: Google Earth Downloaded Map of the Plant Site





Figure 1.5: Map showing Environmental Settings of the 10 km radius study area






1.3.3 Site Selection

Proposed expansion by SCL will be done on additional available area within the existing plant

premises.The site for the existing plant was finalized considering the ideal location for the

industries. Following factors were considered while selecting the site:

� Suitable source of raw material.

� Nearness to rail route & SH - 39 &NH-14 makes it easier to transport raw materials and final

product both clinker and cement at market.

� Location in rural area ensures adequate availability of ma npower at marginally lower rates,

compared to metro cities of India.

� Availability of existing facilities like storage, infrastructure, transportation, administration etc.

Photographs of the existing plant and proposed site for Unit XI and Cement Mill within plant

premises have been shown in Figure 1.6 (a) and (b) below:

Figure 1.6 (a): Photographs of the Existing Plant






Figure 1.6 (b): Photograph showing s ite for Unit XI & Cement Millwithin Existing Plant Premises

1.3.4 Approach to the Plant Site

M/s. Shree Cement Limited (SCL) is having an existing Integrated Cement Plant - Clinker (Unit - III

to X), Cement, Captive Power Plant, WHRB, Synthetic Gypsum Unit and D.G Set near Village: Ras,

Tehsil: Jaitaran, District: Pali, Rajasthan. The plant site is well connected with NH - 14 (~ 19.5 Km in

SE direction) and SH - 39 (~1.5 Km in NE direction). Nearest Railway Station is Beawar Railway

Station which is about 21 km in SE direction from the plant site. Nearest Airport is at Jodhpur

which is approx. 113 km in West direction from the plant site.

1.3.5 Importance to the Country and Region

Driven by a booming housing sector, global demand and increased activity in infrastructure

development such as state and national highways; the cement industry has outpaced itself,

ramping up the production capacity. Going forward, these demand drivers will take the cement

demand to new heights in the next five years. Thus, this proposed expansion project is of prime

importance to country and local region.

National Importance

The Indian Cement Industry is the second largest producer of cement in the world after China

accounting for about 8% of the total global production. Cement is a cyclical commodity with a high

correlation with GDP. The housing sector is the biggest demand driver of cement, accounting for

about 67% of the total consumption. The other major consumers of cement include infrastructure

(13%), commercial construction (11%) and industrial construction (9%).Cement production increased

at a compound annual growth rate (CAGR) of 9.7% to 272 Million Tonnes (MT) over FY06-13. The

domestic cement consumption is expected to increase at a CAGR of 10.2% during FY11-17.

The proposed expansion project is also expected to generate additional direct and indirect

employment opportunities for people and give State exchequer in the form of share of Central

Excise duty, Royalty on vendors and VAT annually.






Regional Importance

With a capacity of over 13 Million Tonnes Per Annum, Rajastha n accounts for over 15% of India's

cement production. With the domestic demand for cement expected to grow at 8-9 per cent

annually. Under Rajasthan Urban Infrastructure Development Project (RUIDP) Phase I large

amount of construction activity is targeted.Increasing infrastructure demand and rapid upcoming

developmental activities have resulted in the healthy consumption of the cement in the region.

Both private and governmental developmental activities including construction of highways,

roads, flyover, bridges, building apartments and townships are playing a key role in increasing

demand of cement. Thus, to meet the increasing demand, the enhancement in production

capacity is required.

In addition to above, disposal of fly ash is a n environmental concern which is faced by state

owned and thermal power plants. Cement grinding can consume up to thirty percent of fly ash

produced in the nearby power plants and thus, reduce environmental concern. There is also well

developed presence of supply chain and marketing channels. Presence of lignite for the power

development for captive consumption will too reduce the bargain power of the developer.

Hence, the proposed expansion project by the company is required to sustain SCL's current

market share in line with the market growth, ensuring supply on demand and development of this

area, which will ultimately contribute to rapid economic growth of the country.

1.4 SCOPE OF STUDY

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

site, manufacturing / operation details, production details, waste generation and its proper

disposal, impacts and management plans. This report contains performance testing data of

ambient air quality monitoring as well as the ecological studies, noise environment, socio-

economic study carried out during Summer Sea son i.e. March to May, 2015.

Application (Form-1/ToR and Pre-Feasibility Report) for obtaining Environmental Clearance for this

expansion project was submittedto MoEFCC, New Delhi on24th

Jan., 2015.

First Technical Presentation (for ToR approval) for the same was held before EAC (I) on 11th

February, 2015.

ToRLetter was issued by MoEFCC, New Delhi vide letter no. J-11011/343/2012-IA II (I) dated 10th

Feb.,

2016 andcopy of the same has been incorporated in this EIA/EMP Report,page no. 1 to 11.

The reply/clarification of all the points suggested in ToRletter has been incorporated in

thisEIA/EMP Report at page no. 12 to 27.




Chapter - II of Final EIA / EMP Report


CHAPTER - II

PROJECT DESCRIPTION

2.1 TYPE OF THE PROJECT

M/s. Shree Cement Ltd. has obtained Environmental Clearance for existing Integrated Cement

Plant having Clinker production capacity of 11.2 MTPA, Cement production capacity of 8.8 MTPA,

WHRS of 66 MW capacity, CPP of capacity 180 MW near Village: Ras, along with township near

Village Bagatpura, Tehsil: Jaitaran, District: Pali (Rajasthan).

The company is now proposing an expansion of Integrated Cement Plant - Clinker (11.2 to 15.0

Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW), Synthetic

Gypsum (1560 TPD) and DG Sets (1000 to 2000 KVA).

As per EIA Notification dated 14th Sept., 2006, as amended from time to time; the project falls

under Category A , Project or Activity 3(b) and therefore, requires Environmental Clearance

from MoEFCC, New Delhi.

2.2 NEED FOR THE PROJECT

Cement manufacturing Industries are one of the important sectors of the Indian Economy. The

sector has experienced phenomenal growth especially after the decontrol regime from 1999 and

greater thrust by Government on Infrastructure development and spurt in housing construction

sector has led to increased demand for cement. The cement market in India is expected to grow

at a compound annual growth rate (CAGR) of 8.96 percent during the period 2014-2019.

In order to meet the increasing demand, most cement plants are making efforts to achieve higher

production levels, at times by stretching the existing production facilities and by adding additional

capacities.

Looking to the increasing demand of cement, Shree Cement Ltd. has proposed expansion of

Integrated Cement Plant at one of its units near Village: Ras, Tehsil: Jaitaran, District: Pali

(Rajasthan).






2.3 LOCATION

Location details have been incorporated in Chapter - I of this Final EIA/EMP Report, Table - 1.4 and

Figure - 1.2, Page no. 34 and 36, respectively.

2.4 REQUIREMENTS FOR THE PROJECT

2.4.1 Raw Materials Requirement

Details regarding quantity of raw materials required, their source along with distance and mode of

transportation for proposed expansion project are given in Table- 2.1.

Table- 2.1

Raw Material Requirement for Clinkerization and CPP

S.

No.

Name of Raw

Material

Required Quantity (MTPA)

SourceDistance& Mode of

TransportationExisting Additional

Total after

proposed

expansion

1.

Limestone

(Clinker Units and

CPP)

16.8 5.7 22.5 Captive Limestone MineAdjacent to the plant,

Conveyor belts

2.

Laterite

0.504 0.171 0.675

BhilwaraBhilwara - 190 kms,

Chhitorgarh (Raj) - 200

kms

Rail and RoadLead Zinc Slag

Chhitorgarh (Raj) and

other nearby sources

3.

Gypsum

(Mineral, Synthetic,

Chemical and

Imported)

0.44 0.22 0.66

Bikaner, Nagaur (Raj),

SCL Units, Gujarat,

other sourcesand Other

countries

Bikaner - 425 kms, Nagaur

(Raj) - 150 kms

Rail and Road

4. Fly Ash 3.0 1.5 4.5

STPS, Suratgarh; KTPS

Kota; Chabra and other

power plants and other

nearby sources

STPS, Suratgarh - 450

kms; KTPS Kota - 255 kms,

Chabra - 425 kms

Road


Table - 2.2

Raw Materials Requirement for Synthetic Gypsum Unit

S.

No.Name of Raw Material

Existing Quantity

(MTPA)Source

Distance and Mode of

Transportation

1. H2SO4 98% 0.22 Local Market By road

2. Limestone 0.33 Captive limestone mine Covered Conveyor Belt


2.4.2 Fuel Requirement

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

transportation for proposed expansion project are given in Table - 2.3.






Table- 2.3

Fuel Requirement

S.

No.Name of Fuel


Source of

Materials

Distanceand

Mode of

Transportation

Calorific

value

(Kcal./kg)

% Ash%

SulphurExisting Additional

Total after

proposed

expansion

1.

Clinker units-

Petcoke / Indian

and Imported Coal

/ Lignite

1.68/3.36/3.3

6

0.57/1.14/1.14

2.25/4.5/2.92

Reliance, IOCL,

Essar and

other

Petrochemical

Refineries,

USA, Swiss,

Saudi Arabia,

Rajasthan etc

Reliance - 750

kms, IOCL-520

kms), Essar -

750 kms and

Swiss, Saudi

Arabia (Kandla

Port) - 650 kms

Rail and Road

7936 /

3890

/6100

0.8 /

9.6 /

41.7

5.5 / 3.5

/0.5

2.

CPP-

Petcoke / Indian

and Imported Coal

/ Lignite

0.5/ 1.0/0.65

Nil0.5/ 1.0/

0.65


Mass Balance Diagram

Mass Balance Diagram for the Proposed Expansion of Integrated Cement Project for

manufacturing of OPC and PPC is shown in Figure - 2.1.

Figure 2.1: Mass Balance Diagram






2.4.3 Other Basic Requirements

Other basic requirements for the proposed expansion project are given in Table - 2.4; details of

which are given in sub - sections below:

Table - 2.4

Basic Requirements for the Project

S. No. Particular Total Requirement Source

1. Water (m3/day) 3500 Ground Water

2. Power (MW) 158.9Captive Power Plant, WHRB, Grid and D.G

Sets (for backup)

3. ManpowerRegular - 1460

Contractual - 1951

Unskilled/ semi-skilled manpower from local

area and skilled from outside/local.


2.4.3.1 Water Requirement

The water requirement for existing Integrated Cement Plant is 2750 KLD. Additional 750 KLD will

be required for the proposed expansion project; hence, the total water requirement after the

proposed expansion project will be 3500 KLD; which will be sourced from Ground water.

Break-up of the water requirement is given in Table - 2.5 and Water Balance Diagram is given in

Figure - 2.2.

Status of Approval: Permission for withdrawal of ground water for 4000 KLD has already been

obtained from CGWA vide letter no. 21-4(12)/ WR/ CGWA/ 2005-616 dated 23rd May, 2011, 21-4(12)/

WR/ CGWA/ 2005-1220 dated 12th July, 2013 and 21-4(12-B)/ WR/ CGWA/ 2005-255 dated 11th

February, 2014.

Copy of the same has been enclosed as Annexure 2 along with this EIA / EMP Report.

Table - 2.5

Break- up of Water Requirement

(Unit: KLD)

UnitWater Consumption Domestic Sewage

Water GenerationTrade effluent

Industrial Domestic

U-III 150 20 15 Nil

U-IV 150 20 15 Nil

U-V 100 20 15 Nil

U-VI 100 20 15 Nil

U-VII 100 20 15 Nil

U-VIII 100 20 15 Nil

U-IX 225 20 15 Nil

U-X 225 20 15 Nil

Ras New Cement Unit 150 20 15 Nil






UnitWater Consumption Domestic Sewage

Water GenerationTrade effluent

Industrial Domestic

Power Generation 800 20 15 256

Residential Colony 0 335 270 Nil

Miscellaneous 115 Nil Nil Nil

Total Existing 2215 535 420 256

Grand Total Existing Water

Requirement2750

Proposed Expansion 530 50 30 44

Miscellaneous 170 Nil Nil Nil

Total Water Requirement for

proposed Expansion750

Total After Expansion 2915 585 450 300

Total Water Requirement

after proposed Expansion3500

Industrial Consumption

Domestic Water Trade EffluentSynthetic Gypsum

Mine Pit / Ground

WaterCPP reject

346 256 Nil35

(recycled in process)

Note:

Total Ground Water 3500 KLD

Total Mine Pit + Ground Water 3846 KLD


Proposed Expansion of Integrated Cement Plant- Clinker (11.2 to 15.0 Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW), Synthetic Gypsum (1560 TPD) & DG Sets (1000 to 2000 KVA)




Water Balance Diagram

Figure 2.2: Water Balance Diagram






2.4.3.2 Power Requirement

The existing power requirement for the Cement Plant is 110.6 MW and additional power required

for the Proposed Expansion Project will be 48.3 MW. Thus, the total power requirement after

proposed expansion will be around 158.9 MW.

Details reg. Power Requirement is given in Table - 2.6.

Source of Power: Captive Power Plant, WHRB, Grid and D.G Sets (for backup).

Table- 2.6

Power Requirement

S. No. Power Consumption Cement Plant Colony Total

1. Existing 107.4 3.2 110.6

2. Additional Proposed 48.3 Nil 48.3

Total Power consumption 155.7 3.2 158.9


Energy Balance

Energy balance after proposed expansion is given below:

S.

No.Description

Capacity /

annum

(TPA)

Working

DayTPD

Running

HrsTPH

Kwh /

Tonne

Power

KWh/

annum

Kwh

/hr.

1. Raw Mill -XI 3900000 338 11550 21 550 23 89700000 7475

2. Kiln & Cooler-XI 2600000 306 8500 24 354 25 65000000 8125

3. Coal Mill -XI 260000 340 765 17 45 5 1300000 1625

4. Proposed Limestone Crusher 3900000 310 12600 9 1400 2 7800000 650

5.Proposed New Cement mill &

Packing Plant4400000 293 15000 24 625 30 132000000 18750

6. Increase of Raw mill-IX capacity 900000 333 2700 21 113 23 20700000 1725

7. Increase of Kiln-IX capacity 600000 333 1800 24 75 25 15000000 1875

8.Increase of Coal Mill - IX

capacity60000 333 180 17 45 5 300000 375

9.Increase of existing limestone

crusher production for unit-IX900000 333 2700 9 1400 2 1800000 150

10. Increase of Raw mill-X capacity 900000 333 2700 21 112.5 23 20700000 1725

11. Increase of Kiln-X capacity 600000 333 1800 24 75 25 15000000 1875

12. Increase of Coal Mill - X capacity 60000 333 180 17 45 5 300000 375

13.Increase of existing limestone

crusher production for unit-X900000 333 2700 9 1400 2 1800000 150

14.Additional Ball Mill with

Synthetic Gypsum Unit1080000 300 3600 24 150 23 24840000 3450

Total Power 396240000 48325

2.4.3.3 Manpower Requirement






Existing manpower (regular) for the Integrated Cement Plant is 1360. Additional manpower of 100

is required for the proposed expansion project. Thus, total manpower requirement after

proposed expansion project will be 1460.

Source: Unskilled/ semi-skilled manpower from local area and skilled from outside/local.

Details regarding manpower requirement is given in Table - 2.7.

Table-2.7

Manpower Requirement

S.No. Particular Regular Contractual

1. Existing 1360 1926

2. Proposed 100 25

Total 1460 1951

2.5 LAND DETAILS

Total plant area is 231.54 ha (which includes 187.56 ha existing plant area and 43.98 ha additional

area within plant boundary); 72.7 ha area is also available outside the plant boundary for future

use and all the land is under possession of M/s. Shree Cement Ltd.

Out of the total existing plant area i.e. 187.5 ha, 63.8 ha (~ 34% of the total existing plant area) has

been already developed under greenbelt/ plantation and additional 14.5 ha will be further

developed for this expansion project. Besides this, 33% (i.e. 24 ha) of the area available outside the

plant boundary (72.7 ha) will also be developed under greenbelt / plantation, whenever used in

future.

Total existing colony area is 40 ha near village Bagatpura, out of which 14.5 ha will be developed

under greenbelt/ plantation.

Area details are given in Table - 2.8.

Table - 2.8

Area Details

S.No. Particular Area (ha)

1. Existing Plant Area 187.56

2. Area required for proposed Unit-XI and Cement Mill 21.35

3. Additional area available within plant boundary 22.6

Total Area After Expansion 231.54

4. Additional Land available outside the plant boundary for future use 72.7

Total Plant Area 304.2

5. Existing Greenbelt / Plantation area (34% of total plant area) 63.8

6. Greenbelt / Plantation area to be developed for this expansion project 14.5

7.Greenbelt / Plantation area to be developed on the area available outside

the plant boundary whenever used in future24

8. Existing colony near village Bagatpura 40







2.5.1 Plant Layout

The features of the plant layout are as follows:

The major utilities and service facilities are centrally located;

Sufficient space has been provided for ease of operation and maintenance;

Outward movements of materials from customers/suppliers have been segregated from

internal plant traffic; and

Safety requirements have been kept in mind while locating the workshops and vehicular

movement inside the plant.

Plant Layout is shown in Figure 2.3.





Figure 2.3: Plant Layout






2.6 MANUFACTURING PROCESS DESCRIPTION

2.6.1 Cement Plant

Process Description

Cement Plant is based on Dry Process Technology for Cement manufacturing with Pre-Heater and

Pre- Calciner Technology. The type of cement being manufactured is OPC and PPC.

Cement Manufacturing Process:

The cement manufacturing process largely comprises of the following steps:

Transportation of crushed limestone from the mine site

Pre-blending of crushed limestone by Stacker and Reclaimer

Grinding-cum- Drying of Raw Materials and Coal/ Petcoke in VRM

Homogenization of raw meal in a blending silo

Clinkerisation of the raw meal in a rotary kiln with preheater, calciner and Cooler

Finish Grinding, storage and packing of cement

A. Transportation of Limestone

Limestone is transported from Captive Limestone Mine to the Cement Plant through covered

conveyor belt.

B. Preblending of crushed limestone by Stacker and Reclaimer

The ROM limestone stacked through stacker and reclaimed by reclaimer.

C. Grinding-cum- Drying of Raw Materials and Coal/Petcoke in VRM

Reclaimed limestone with corrective materials (sand, clay, laterite etc.) fed in VRM for grinding.

Hot air of pre-heater used for drying of raw-material.

Coal/ Petcoke is highly abrasive, therefore, its crushing is done usually in a roll crusher. The same

system is proposed to be used. Grinding of coal is done either in air swept ball mill or in vertical

roller mill. Because of saving in energy and better drying capacity VRM is proposed for use. Use of

alternate fuel (hazardous and non-hazardous) will also be considered to use for energy recovery.

These materials will be fed along with coal and per coke.

D. Homogenization of raw meal in a blending silo

The ground raw meal is conveyed to blending-cum-storage silo(s) by mechanical conveyors. The

variation in the quality of raw meal is reduced by using continuous blending silo.

E. Clinkerization of the raw meal in a rotary kiln with preheater, Calciner and Cooler

In cyclone preheater system, an efficient heat transfer takes place to finally dispersed raw

material particles by counter flow with hot gases and grinded raw meal. The preheater is multi

stage cyclone system connected with gas ducts and meal chutes. The raw meal is fed into top

stage gas duct. The material gets separated from gas in cyclones and then travels downwards and

through meal chute is discharged into next lower stage gas duct. In this way, material comes into

contact with high temperature gases and gets preheated and partially calcined and then enters

the pre-calcinator.






Firing takes place in the calciner and back end of kiln called burning zone. In the calciner,

calcination takes place by firing of pulverized coal and then material is discharged to the kiln. The

feed travels down as the kiln rotates. The chemical reaction completes when the material reaches

the burning zone and cement clinker is formed.

The clinker is discharged from kiln at around 1000 Deg. C temp. and is cooled in a high efficiency

grate cooler. The cooled clinker is then transported to clinker storage silo by a set of Deep Bucket

Conveyor (DBC).

F. Final Grinding, storage and packing of cement:

Similarly, of the raw material grinding system, the grinding of clinker into cement is based on the

following technologies:

Ball mill

Roller press with ball mill.

Vertical roller mill.

In India, cement grinding is conventionally done by ball mill in close circuit using high efficiency

separators. However, due to nearly 25-30 % saving in power, the use of roller press for pre-grinding

followed by grinding in closed circuit ball mill (semi-finish grinding mode) has been used in most of

the recently installed plants. The performance feedback on the installation of VRM for cement

grinding is still awaited and yet to establish as a proven technology. Hence, based on the

performance of Cement Mill, it is proposed to install VRM / Ball mill with roller press or

combination of both VRM and ball mill.

The ground cement is conveyed to cement silos for storage of different types of cement from

where it is extracted and packed in HDPE bags by electronic rotary packing machines and

dispatched to consumers by road and railway. Mechanized loading system for loading of packed

bags on trucks and wagon is envisaged.

Process Flow Diagram of cement manufacturing process is given in Figure - 2.4.





Figure 2.4: Process Flow Diagram






2.6.2 Waste Heat Recovery Power Plant (90 MW)

There is a good amount of waste heat available from the expelled gases of Pre-Heaters (PH) and

Air Quenched Coolers (AQC) of both Units I and II. The main energy used in cement plant consists

of heat energy and electrical energy and about 90% of the total energy is used as heat energy in

clinker burning process. In the clinker burning process, a large amount of heat is consumed for

burning limestone at more than 1450oC to form clinker. From the total heat consumed in the

burning process, around 55% is for burning process and the rest 45% is discharged as sensible heat

through the exhaust gases of Pre-Heater(PH), AQC, radiation and sensible heat carried out by

clinker.

However, around 10% of the heat, extracted from the PHs and AQCs, is used in drying the raw

material and coal while grinding. The rest 35% is generally emitted to the atmosphere as waste

heat. For reutilization of this wasted heat from the exhaust gases of the PH and AQC this Waste

Heat Recovery System is used to generate the electrical power. A typical heat flow in cement

plants with waste heat recovery system is shown below

Considering the above we have decided to install one Waste Heat Recovery Boiler (WHRB) at kiln

Pre-heater and one Waste Heat Recovery Boiler (WHRB) at AQC (Mid tap-off) in each Units. Steam

generated by each unit make combined and fed to steam turbine for Electricity generation. In this

scheme Waste Heat Recovery Boiler (WHRB) at Kiln Pre-heater will be installed. In normal

condition the flue gas from the top of the Pre-heater directly goes to ESP / bag house. Now the

flue gas from the top of the Pre-heater will go to the WHRB and after that it will enter to ESP / Bag

house.

Considering the above SCL have decided to install one Waste Heat Recovery Boiler (WHRB) at kiln





flue gas from the top of the Pre-heater will go to the WHRB and after that it will enter ESP / Bag

house.

Figure 2.5: Process Flow Sheet of Waste Heat Recovery boiler














clinker.












house.







house.















clinker.












house.







house.







Potential of Waste Heat Power Generation, 90 MW

S.No. Description Unit

Unit 3 to 8 Unit 9 to 11Total

Single Unit Total Single Unit Total

AQC PH AQC PH AQC PH AQC PH AQC PH

1Flue gasflow

Nm³/Hr 100000 165000 600000 990000 250000 400000 750000 1200000

2Inlettemperature

ºC 600 300 600 300 600 300 600 300

3 Specific heat kcal/Nm³c 0.32 0.362 0.32 0.362 0.32 0.362 0.32 0.362

4Exhaust Gastemperature

ºC 80 150 80 150 80 150 80 150

5HeatAvailable

CroreKcal/Hr

1.66 0.90 9.98 5.38 4.16 2.17 12.48 6.52 22.46 11.89

6Total HeatAvailable

CroreKcal/Hr

2.56 15.36 6.33 19.00 34.36

7

Max. Heat(Low GradeEnergy)available

MW 29.77 178.60 73.63 220.88 399.5

8 Generation MW 6.7 40.2 16.6 49.789.9 or90 MW

2.6.3 Synthetic Gypsum Plant

Production capacity: (65 TPH / 1560 TPD) Synthetic gypsum

Process Description

The manufacturing process of Synthetic Gypsum is basically conversion of Limestone Powder by

chemical reaction between Limestone and dilute Sulphuric Acid in definite proportion. The

reactants originally thin slurry set to a solid mass during the reaction. After initial production to

completion of the reaction i.e. Synthetic Gypsum it may take up to 7 days.

RAW

MEAL

FROM

SILO-2 BY

DENSE

PHASE /

BULKER

SCREW CONVEYOR-1 PRE-MIXER

CUTTER

Raw meal, water and Acid are mixed in pre-mixer at a time. Raw meal paste is not formed earlier.

Pre-mixer is a chanmber and all the three materials fall on mixer chamber and mix by paddle.

Time taken in mixer = 10 minutes, Den = 20 minutes and cake is cut and discharge in yard.

DEN

SCHEMATIC PROCESS FLOW SHEET OF SYNTHETIC GYPSUM

SCREW CONVEYOR-2

MIXER

COOLING

TOWER

SCRUBBER

FAN

B

U

C

K

E

T

E

L

E

V

A

T

O

R

HOPPER

ROTARY AIR

LOCK-2

DUST COLLECTOR

FAN

raw

meal

storage

hopper

(100

mt)

ROTARY AIR

LOCK-1

1 2 3 4 5Emegency

Tank

Acid StorrageTank

Unloading Service Tank

Water Tank

Belt conveyer for cement

Plant Feeding

YARD

Weighing Belt Conveyer

Figure 2.6: Process Flow Sheet of Synthetic gypsum






Chemistry of Synthetic Gypsum Production

Synthetic Gypsum is made by the reaction of Lime Powder with Sulphuric Acid to convert calcium

oxide to Calcium Sulphate form. This reaction can be represented by the following chemical

reaction, which is the major reaction.

1. Major reaction:

CaCO3 + H2SO4 + H2O CaSO4.2H2O + CO2

The Gypsum (Calcium Sulphate) contains about 7-8% moisture, the chemical impact of acid on

Limestone liberates a large amount of steam, which entrains fine particulates of Limestone and

acidic fumes, most of which originates from impurities in the Limestone.

2. Minor reactions:

MgO+ + H2SO4 Mg SO4 + H2O

Fe2O3+3H2SO4 Fe2 (SO4) 3+ 3 H2O

Al2O3+3H2SO4 Al2(SO4) 3 + 3 H2O

3. Pollution reaction:

Cl2 + 2NaOH 2NaCl + H2O

CO2 + 2NaOH Na2CO3 + H2O

Both Chloride and CO2 are gases at ambient temperature and pressure and collected in the Den by

scrubbing system. The Chloride evolution is about 0.01% Chlorine in the Limestone.

Raw Material

Limestone 30% -50% CaO Limestone Powder

Acid 98% Concentrated acid, 70% Spent acid.

Water Recycled Water, Fresh Water

Mixer

The name itself suggests the function of the equipment. In the mixer the Limestone, 98% H2SO4

acid and water are mixed to form slurry. The optimum ratio is

Limestone 55.00 to 62% depending on Lime quality.

98% H2SO4 40.00 to 42.00%

Water 35 .00%

About 50 to 60% concentration is used for getting the better conversion. The retention time is

about 3-4 minute.

Den

The Den is horizontal tunnel through which the slurry of acid and Limestone proceeds on a slowly

moving slatted conveyor, which is also known as broadfield den. The resistance time is typically an

hour. During this time cake formation takes place. The gases are evolved in the process of

Gypsum production, which are scrubbed with the help of three stage scrubbing system.






Storage and Curing of Gypsum

The Gypsum material is transferred from Den to storage piles through EOT Crane, where further

curing takes place. It contains about 10% moisture and during this maturing stage the moisture

content reduces. It is reshuffled with crane for further processing or dispatched in bulk or packed

form. Curing of Gypsum takes 1 week.

Technical Specification of Equipments

S.No. Description Capacity / Size

1. Lime storage hopper filling capacity 100 mt

2. 2 Rotary air lock with VFD drive 65 mt

3.2 Screw conveyor with speed sensors

& VFD drive65 mt

4. Bucket elevator (belt/chain) 65 TPH, Make-Aumund/Enexco/Mecp

5. Buffer hopper capacity 5 mt

6. Weigh feeder 65 TPH,Make-transweigh/spil

7. Pre Mixer & Mixer65 TPH,Paddles-Casted Ni resist (12-14% Ni min.),bolt-brass/ss, inside 1

layer-rl (rubber lining) /frp lining,2-acid brick,3rd-carbon brick

8. Den (65 TPH) &Chain65 TPH, chain with T-slate make-tidc/indo,filling factor-0.75,Shaft IS 40

C8, girth gear &pinion- CS casted,inside double layer frp

9. Cyclone rl double layer (3+3) inside,shore hardness-85-90 and frp lining outside

10. Ventury rl double layer (3+3) inside,shore hardness-85-90 and frp lining outside

11. Ejector rl double layer (3+3) inside, shore hardness-85-90 and frp lining outside

12. Scrubber fan 72000m3/hr,450 mmwg,double layer rl / frp, impeller double layer rl

13. Dust collector unit with compressor 12000 m3/hr Make-Thermax / fluidair,50 m3/hr make-chicago pneumatic

14. 8 Pumps & pipe line

ejector- 100 m3/hr,ventury- 20 m3/hr, cyclone&rcc tower -20 m3/hr-

2set,acid feed pump & mixer -20 m3/hr-5 set, vertical gland less Make

Camlin, acid line hdpe / ms, scrubber water hdpe line

15. Chimney & velocity (m/sec)Height-50 mtr,flow 4500 m3/hr,rl 6 mm (3+3) inside all

surface&frplining,acid proof brick lining in bottom (1.5 mtr),

16.5 Acid tank capacity with level sensor

+ 1 blank acid tank

1000 mt,Size ID-11.5 x 6 mtr height, base plate:25mm, 0-1.5 mtr.: 16mm,

1.5-3.0mtr.: 12mm, remaining: 10mm and top plate: 6mm thk.

17. 2 EOT Crane with grab 10 mtRail mounted,doublegirder,lifting capacity -10 mt(incl. bucket) x 23 mtr

span, qty-2 Nos, bucket-5 cum,class-4 extra heavy duty as per IS-4137

18. All gear boxes (helical) Elecon/Naw

19. Crane shed 25 x 139 X 6 mtr

20. Chute & Ducting 65 TPH, double layer frp

21. Water tank Acid proof brick lining + all chamber below ejector, below ventury

22. Process shed 20 x 24 mtr

23. Service & unloading tank 30MT, 3*3*2 mtr

24. Couplings Geared coupling Make-NAW, pinBush-Lovejoy

25. Sprockets CS with hardened teeth

26. Total Power 12 unit/mt of gypsum

27. Moisture 10-12%(occasionally-15) with 6 ph value

Note: rl=rubber lining; 3+3= 3mm thick two layers of 80 - 90 shore hardness






2.6.4 Equipment Details

2.6.4.1 Equipment Selection

A list of equipment and storages capacities are given below. In selecting a particular type of

equipment or storage for the project, among others, the following issues have been considered:

Equipment costs

Energy consumption

Raw material characteristics

Sizes in which the equipment is available

Lead times for particular types of equipment

Operating experience with various types of equipment

Ease of operation of equipment

Product to be manufactured

Site conditions

Local skills available

Environmental issues

2.6.4.2 Plant and Equipment Sizing

Details regarding Plant and equipment sizing for new 2.6 MTPA clinker Unit - XI and 4.4 MTPA

cement mill are given in Table - 2.9.

Table- 2.9

Plant and Equipment Sizing

S. No. Particulars Equipment Size (TPH)

1. Crusher

i) Primary 1450 TPH

ii) Secondary 450 TPH

2. Stacker and Reclaimer

i) Limestone Stacker 1650 TPH

ii) Limestone Reclaimer 1400 TPH

iii) Coal and Gypsum stacker 150 TPH each

iv) Coal Reclaimer 150 TPH

3. Raw Mill (VRM) 550 TPH

4. Cement Mill (VRM/ Ball Mill with Roller Press/ VRM + BM) 15000TPD

5. Coal and Pet coke mill 45 TPH with pet coke / 60 TPH with coal

6. Kiln& Cooler with 6 stage pre heater 8500 TPD

7. Packer 4 x 16 spouts


2.6.5 Storage Facilities

Details reg. storage facilities for raw material and product are given in Table - 2.10.






Table- 2.10

Storage Facilities

S. No. Type of MaterialsType of Storage Capacity (Tonnes)

Existing Proposed Existing Proposed

1. Limestone Stockpile Stockpile 540000 240000

2. Clinker Stockpile /Silo Stockpile /Silo 300000 75000

3.Indian and Imported Coal,

Pet Coke & LigniteCovered Dome Silo Covered Dome Silo 550000 200000

4. Cement Silo Silo 35000 4x7500

5.Gypsum (Mineral, Synthetic,

Chemical & Imported)Covered Yard Covered Yard 15000 20000

6. Fly ash Silo Silo 10500 2x5000

7.Laterite/ Lead Zinc Slag/ Iron

oreStockpile Stockpile 50000 3000


2.6.6 Infrastructure facilities

Labor is one of the key factors of production; hence, it will be ensured that apart from Colony for

regular employees, laborers will be provided with infrastructure facilities during construction as

well as operation phase.

During Construction phase, minimum space will be allocated per person or per family in terms of

floor area. Supply of safe water in the workers dwelling in such quantities as to provide for all

personal and household uses will be ensured. Adequate sewage and garbage disposal systems will

be ensured. Appropriate protection against heat, cold, damp, noise and fire. There will be

adequate sanitary and washing facilities, ventilation, cooking, storage facilities and natural and

artificial lighting.

Whereas, during operation phase for casual workers such as Truck drivers, workplace facility such

as; Canteens, Rest rooms, first aid facility as well as Injury/incident/hazards reporting procedures

will be provided. Casual workers will be kept under the purview of health and safety

representative during the period of engagement.

2.7 Township / Residential Colony

Location

The site of the Residential colony is near village Bagatpura,Tehsil Jaitaran, Pali (Raj.), around 2.2

km towards SSE from plant site.

Details of Colony

S. No. Description Total

1 Land area (ha) 40

2 Super Built-up area (sq meter) 136766

3 Covered Area, ha 5.1






S. No. Description Total

4 Green Area, ha 14.5

5 Planation, numbers 35327

6 Cost, Rs in Crores 300

7 STP 275 (200 + 75 KLD)

8 STP cost, Rs in Lacs 80

9 Borewells, numbers 5

10 Drinking Water Requirement, KLD 25

11 Utility and Domestic Water Requirement, KLD 310

12 Total Water Requirement (2500 resident*135 Ltr/Person) 335

13 Sewage water generation, KLD (80% of water consumption) 270

14 STP treated water for Planation, KLD (95% of sewage generation) 255

15 Number of Rooms in Studio Apartment, guest house, hostel 112

16 Residential Quarters 599

17 Temple, club, auditorium, school, Gym, Shopping center and playground etc -

18 Total nos. of residents 2500

19 Type of Soil Clay loam

20 Dosage of settled sewage (m3/ha/day) 56 (minimum)

21 Sewage water intake capacity, M3/Day 812

22 Power Requirement, KVA 3200 kva

23 Source of Power Existing SCL CPP, WHRS & GRID

Construction Details of Township

S.

No.Type of buildings

No. of

Tower

No. of

floors per

tower

Units

per

floor

Total

no. Of

units

Total Super

Built Up

Area (sqm)

Cost /Sq

Meter,

Rs.

Total

Cost, Rs.

Crores

1. J type Bungalow - - - 2 743 28000 2.08

2. A Type - - - 9 2928 27000 7.9

3. B 1 & B2 2 7 4 56 14011 21000 29.42

4. B 3 1 7 4 28 7029 21000 14.76

5. C 3, C5, C7, C1 4 7 4 112 21409 19000 40.68

6. C 2, C4 & C6 3 7 4 84 16119 19000 30.64

7. D1, D3, D4, D6, D20, D24 6 7 4 168 25674 18000 46.21

8. D2, D5, D21, D23, D25 5 7 4 140 21269 18000 38.28

9. Studio apartment (48 rooms) - - - - 5030 27000 13.58

10. Guest House (24 rooms) - - - - 2879 27000 7.8

11. Hostel (32 rooms) - - - - 3062 27000 8.3

12.Amenities for Guest House &

Studio- - - - 5947 27000 16.05

13. School - - - - 6506 22000 14.31

14. Auditorium - - - - 1301 22000 2.86

15. Club - - - - 372 22000 0.82

16. Health management Center - - - - 372 27000 1.00

17. Security barrack - - - - 1632 18000 2.93

18. Main Gate office and barrier - - - - 112 15000 0.17

19. Gym - - - - 139 22000 0.31






20. Shopping Centre (Complete) - - - - 232 15000 0.34

21. Landscaping 4.00

22. STP (75 + 200 KLD) 0.80

23. Land 0.2842

24. Miscellaneous 16.50

Total 21 - - 599 136766 300.00

Total super Built Up Area (Sqm) 136766

Total Ground Coverage Area (Sqm) 50945

Number of car parking 700

Total Green Area 145687

FAR (Total Floor Area + half the ground area/total land area) 0.4457

Amenities - Club House, Gym, Shopping Centre, School, health management

Centre,PlayGround, Auditorium, central park for kids

Colony Layout




Chapter - III of Final EIA / EMP Report


CHAPTER - III

DESCRIPTION OF THE ENVIRONMENT

3.1 INTRODUCTION

In order to assess the impacts of proposed expansion project on existing physical, biological and

social environment, it is necessary to study the present scenario of the area by collecting

information on the 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

The relevant information and data (both primary and secondary) were collected in core as well as

buffer zone (10 km distance from the plant boundary) during Summer Season (March to May,

2015) in accordance with the guidelines for preparation of EIA studies.

3.2 STUDY AREA AT A GLANCE

Study Area: An area of 10 km radius (aerial distance) from the plant site is marked as study area (as

shown in Figure 1.3; page no. 37). The baseline information is collected for the identified study area,

where plant site is considered as the core zone and area within 10 km radius of the plant site is

considered as buffer zone.

The study area is entirely rural and falls in Tehsil Jaitaran of Pali District of Rajasthan. It extends

from Latitude 26o 15 31.6 to 26o 16 45.3 N and through Longitude 74o 10 53 to 74o 11 48.1 E.

Location Map showing the Plant site has been given in Figure 1.2; page no. 36.

3.3 BASELINE DATA COLLECTION

Baseline data was collected composite for plant and mine during Summer Season (March to May,

2015) to assess the present scenario of the area.

3.3.1 Primary Data

Primary data was collected by monitoring and surveying of various environmental components /

parameters in the core as well as buffer zone (plant and mine) during the study period (March to

May, 2015); details of which are given in Table - 3.1.






Table - 3.1

Primary Data Collection

S. No. Description

1. Meteorology

Meteorological parameters on hourly basis at plant site.

Parameters: Temperature, Relative humidity, Wind Speed and Wind Direction.

2. Air

Ambient air quality monitoring (24 hourly), twice a week.

Parameters: PM10, PM2.5, SO2, NOx, CO.

No. of Locations: 12 locations in core and buffer zone of plant and mine site.

3. Noise

Noise level monitoring (day and night time), once in a season.


4. Water

Ground water sampling, once in a season.


Tested for physical and chemical parameters.

5. Soil

Soil sampling, once in a season.


6. Biological Environment

Biodiversity survey, once in a season.

Location: Core and buffer zone.

7. Socio-economic Environment

Socio-economic survey, once in a season.

Location: Core and buffer zone.

3.3.2 Instruments Used for Environmental Baseline Data Collection

The following instruments were used at the site for environmental baseline data collection work.

1. Respirable Dust Sampler with attachment for gaseous Pollutants, Envirotech APM 460

2. Fine Particulate Matter (FPM) Sampler APM 550

3. Sound Level Meter Model Envirotech SLM - 100

4. Digital D.O. Meter Model - 831 E (CPCB Kit)

5. Weather Monitoring Station Model Enviro WM 271

6. Water Level Indicator and

7. Global Positioning System (GPS)

Apart from collecting samples of air, water, noise and soil from representative sampling points

given in proceeding sections, 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.






3.4 LAND USE / LAND COVER STUDY

3.4.1 Objective

To comply with the ToR points issued vide letter no. J - 11011/343/2012-IA II (I) dated 10th

February, 2016 by EAC (I), MoEFCC, New Delhi.

ToR Point no. 3 of additional ToRs for cement industry: 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 10 Km radius area from

proposed site. The same shall be used for land used / land-cover mapping of the area.

To develop land use and land cover map using land coordinates of the plant area

To identify and mark important basic features according to primary and secondary data

To evaluate the project's impact on existing land use of the project area

To suggest measures for conservation and sustainable use of land

3.4.2 Data Used

Current vintage data of Indian Remote Sensing Satellite RESOURCESAT-2 (L4FMX) digital FCC

(False Color Composite) has been used for preparation of Land use/ Land cover thematic map of

study area.

Satellite image has been procured from National Remote Sensing Centre, Hyderabad. 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 plant site and for geo-referencing of satellite image.

Base map of the study area is given in Figure - 3.1.

Technical details of Data

Satellite Image - RESOURCESAT-2 (L4FMX)

Satellite Data Source - NRSC, Hyderabad

SOI Toposheets No. - 45 J/3, 45 J/4, 45 J/7 and 45 J/8

Software Used - Earth Resources Data Analysis System (ERDAS) Imagine 9.2





3.4.2.1 Base Map of the Study Area

Source: SOI Toposheets

Figure 3.1: Base Map of the Study Area






3.4.3 Methodology

Preliminary / primary data collection of the study area

o Satellite data procurement from NRSC Hyderabad

Secondary data collection from authorized bodies

o Survey of India Toposheet (SOI)

o Plant Layout

o Cadastral / Khasra map

o GPS Coordinates of Plant Boundary

Processing of satellite data using ERDAS Imagine 9.2 and to prepare the Land use and Land

cover maps (e.g. Forest, agriculture, settlements, wasteland, water bodies etc.) by digital

image processing (DIP) technique.

o Geo-Referencing of the Survey of India Toposheet

o Geo-Referencing of satellite Imagery with the help of Geo-Referenced Toposheets

o Enhancement of the Satellite Imagery

o Base Map layer creation (Roads, Railway, Village Names and others Secondary data

etc.)

o Data analysis and Classification using Digital interpretation techniques

o Ground truth studies or field Verification

o Error fixing / Reclassification

o Final Map Generation

3.4.4 Details of LULC

3.4.4.1 Land Use and Land Cover Classes

These are the following LULC Classes:

Water Bodies, Crop land, Fallow Land, Human Settlement, Industrial Area, Mine Quarry, Scrub

Land, Plantation, Railway Line, Road Network, Forest Land, Stony Waste Land, Open Land etc. as

per NRSC Guide Line.

Definitions of LULC Classes

(Reference- National Remote Sensing Centre Guideline)

Agriculture Land: These are the lands primarily used for farming and for production of food, fiber,

and other commercial and horticultural crops. It includes land under crops (Irrigated and non-

irrigated, Fallow, Plantation etc.)

Crop Land: These are the areas with standing crop as on date of satellite overpass. Cropped areas

appear in bright red to red in color with varying shape and size in a contiguous to non-contiguous

pattern. Three cropping seasons exist in India viz., Kharif (June/July-September/October), Rabi

(November-December-February-march) and Zaid (April-May).






Fallow Land: These are the lands, which are taken up for cultivation but are temporarily allowed to

rest, un-cropped for one or more seasons. Fallow land is categorized in two classes which Current

Fallow and Long Fallow.

Current Fallow Land: These are the cropland areas, which are un-cropped during the agriculture

year under consideration as on the date of satellite overpass.

Long Fallow Land: These are the croplands areas, which are un-cropped for Two to Four

Agriculture Years from the base year.

3.4.4.2 Generation and Analysis of Data

Geo-referencing of the Survey of India Toposheet

Scanned surveys of India Toposheets were registered in geographic lat/long projection system

with the help of ERDAS imagine software and re-project in UTM WGS 84 with respective zone.

Geo-Referencing of the Satellite Imagery

Registered Toposheets is used as a reference map for Geo-Referencing of Raw satellite imagery

by taking suitable Ground Control Points (GCP) like intersection point of railway, Road network,

Canal intersection and some other permanent features.

Figure 3.2: Geo-Referencing of Satellite Image using SOI Toposheet

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.






Original Image Radiometrically Enhanced Image

Figure 3.3: Difference between Original Image and Radiometrically Enhanced Images

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 other

secondary information have been created in vector data format with the help of ArcGIS Software.

Data Analysis and Classification Using Digital Interpretation Technique

Image interpretation is the process of identifying objects or conditions in images and determining

their meaning or significance. Satellite imagery 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, which represent

a 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 for better Interpretation/Classification scheme which is Shape, Size, Color,

Tone, Texture Pattern, Association etc. Based on the Interpretation key and Spectral Signature

Entire satellite imagery is classified in different classes like Water Bodies, Crop land, Fallow Land,

Human Settlement, Industrial Area, Mine Quarry, Scrub Land, Plantation, Railway Line, Road

Network, Forest Land, Stony Waste Land, Open Land etc.






Ground Data Collection and Verification

Ground truth/ field verification is an important component in mapping and its validation exercise.

Utmost care and planning is required for collecting ground data and verification. To facilitate a

good ground truthing exercise the following steps were followed:

o Identifying and listing all the doubtful areas for the ground verification and referring all such

areas with respect to the toposheet to know their geographical location and accessibility on

the ground.

o Field traverse plan was prepared to cover maximum doubtful areas in the field in such a way

that each traverse covers, as many land use and land cover classes as possible, apart from

the doubtful areas

o The sufficient number of points were covered for each Land Use Class as required for

quality checking as well as accuracy assessment.

Error Fixing / Reclassification

Reclassification of Land Use classes was done on the basis of data collected / verified during

ground truthing.

Final Map Generation

Final maps are generated for the core area as well as Buffer area. 3 Pixels is Filtered using Clump

and Eliminate Process after ensuring to maintain crucial classes of importance. Base map layers

are overlaid on the classified raster data and then thematic maps are generated on the layout

consisting of Project name, legend, source of data, Index map, scale bar and North arrow.

3.4.4.2.1 Land Use / Land Cover Details of Core Zone

A hybrid technique has been used i.e. visual interpretation and digital image processing to

generate output Land use and Land cover map of the core zone as well as 10 km buffer area on

1:50000 scale.

The land use and land cover details of the core zone are given in Table - 3.2.

Table - 3.2

Land Use / Land Cover Details of Core Zone

S. No. Legend Area (in ha) Area (in %)

1. Water Bodies 1.63 0.70

2. Open Land 117.62 50.80

3. Plantation 46.76 20.20

4. Industrial Area 65.53 28.30

Total 231.54 100.00

Source: LU / LC Map for Core Zone

In the core zone, 20.20% of the area falls under greenbelt / plantation while 50.80% is open land.

28.30% falls under industrial area. Barely, 0.70% of the area is under water bodies (Rainwater

Harvesting Pond).





Land Use / Land Cover Map of Core Zone

Source: Satellite Imagery

Figure 3.4: Land Use / Land Cover Map of the Core Zone






3.4.4.2.2 Land Use / Land Cover Details of Buffer Zone

The land use and land cover details of the buffer zone are given in Table - 3.3.

Table - 3.3

Land Use / Land Cover Details of Study Area

S. No. Legend Area (in ha) Area (in %)

1. Water Bodies 9.60 0.03

2. Seasonal Water Bodies 453.12 1.18

3. Open Land 106.02 0.28

4. Open Scrub land 4499.86 11.75

5. Stony Area 13392.27 34.98

6. Mine Quarry 377.90 0.99

7. Forest Land 241.90 0.63

8. Plantation 709.68 1.85

9. Fallow Land 15111.46 39.47

10. Crop Land 2455.46 6.41

11. Human Settlement 711.07 1.86

12. Industrial Area 217.63 0.57

Total 38285.97 100.00

Source: LU/LC Map for Buffer Zone

The study area mainly comprises of fallow land (39.47%). Thus, other classes occupy only 60.53%

of the area. The second largest area (13392.27 ha) is covered by the class stony area which is

34.98% of total study area. The area which has been excavated or where the soil cover is very thin

falls under open scrub land which constitutes 11.75% of the area. The SSE portion is dominated by

forest land which makes up to 0.63%. Around 6.41% of the total area falls under Crop Land.





Land Use / Land Cover Map of Buffer Zone

Source: Satellite Imagery

Figure 3.5: Land Use / Land Cover Map of the Buffer Zone






3.4.5 Observation of the LULC Data

In the core zone, 20.20% of the area falls under green belt / plantation while 50.80% is open

land. 28.30% falls under industrial area. Barely, 0.70% of the area is under water bodies

(Rainwater Harvesting Pond).

The study area mainly comprises of fallow land which constitutes 39.47% of the total area

Thus, other classes occupy only 60.53% of the total area. The second largest area falls under

stony area which constitutes 34.98% of total study area.

There are 2 rivers i.e. Lilri River (Seasonal) which falls at the distance of approx. 1.5 Km in

North direction and Sukri River at approx. 8.0 Km in SSW direction from plant site. There is

only one Reserve Forest (~5.0 Km in SSE direction) and one Protected Forest (~9.9 Km in SE

direction) within 10 Km radius of study area.

Mine Site is located adjacent to the plant site.

Village Nimbeti, Bhimgarh, Kanyakheri, Ras, Patan, Kundal etc. are the nearest villages from

the plant site.

There are no National Park, Wild Life Sanctuary, Biosphere Reserve etc. within 10 km radius of

the study area.

3.4.6 Identification of Impacts on Land Use Pattern Due to Project Activity

Impact on Core Zone

Total plant area is 231.54 ha including existing plant (187.56) and additional area (43.98 ha)

within plant boundary and proposed expansion will be done within the existing plant

premises.

Infrastructure facilities are already present in the existing cement plant; additional may be

developed on the basis of requirement

Impact on Buffer Zone

There will be increase in the vehicular movement due to the proposed expansion activity

Main impact on the agriculture land will be on surrounding Villages such as Nimbeti,

Bhimgarh, Kanyakheri, Ras, Patan, Kundal etc

Presently 1.86% area is covered by human settlement but due to continuous population

growth, agriculture land will be converted into residential area. The rate of land use change

will depend on the population growth and socio-economic status of the study area

3.4.7 Recommendations

Adequate and Efficient air pollution control equipments have been installed to maintain the

pollution level within limits.






Thick Greenbelt / Plantation has already been developed and will be enhanced and

additional green belt / plantation will be developed in the plant area and along the roads, so

that dust emission impacts can be minimized on surrounding agriculture field.

The following practices will be carried out to increase the productivity of the study area:

o Awareness for new methodologies of the agricultural practices viz. mixed farming, crop

rotation and agricultural cropping pattern suitable for the area

o Providing seeds, manure and fertilizers from different sources

o Rainwater harvesting practices will be encouraged which will lead to ground water

recharge and ultimately increased productivity in the study area

3.4.8 Conclusion

Remote Sensing data provides real time information pertaining to aspects of Land use / Land

cover. Precise quantitative information could be extracted about existing land use / land cover in

context to spatial dimension. Integration of various data layers gives proper understanding of the

problems.

3.4.9 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 of the 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

together the grid points are located, the more detailed the information will be in the file. The

details of the peaks and valleys in the terrain will be better modeled 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 coincident 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 Cement plant of Shree Cement Ltd. for 10 km radius study area.

3.4.9.1 Data Used

DEM Data : Shuttle Radar Topographic Mission (SRTM) data

Data Source : http://srtm.csi.cgiar.org

Software Used : Arc GIS

3.4.9.2 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 90 m.






1st Stage:

The first processing stage involves importing and merging the 1-degree tiles into continuous

elevational surfaces in Arc GRID format.

2nd Stage:

Re-sampling the data at 23 m 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 interpolating with raster data.

4th Stage:

Integration of DEM with contour map showing 3D view for analysis of surface is done.

Digital Elevation Model (DEM) of the Study Area with Contour Map and 3-D View DEM is given in

Figure - 3.6 and 3.7, respectively.

3.4.9.3 Interpretation

It is very clear from the DEM that the elevation varies from 317 m to 533 m in the whole study area,

having the contour interval of about 20 m. The areas in the SW portion have generally higher

elevation which constitutes Open Scrub land while the low lying areas are generally used for

agricultural purposes and habitation. The contour over the DEM shows that the plant site is in the

elevation range of 374 m to 400 m present on the flat land.





Figure 3.6: Digital Elevation Model of the Study Area with Contour Map





Figure 3.7: 3-D View




Chapter -III of Final EIA / EMP Report


3.5 SEISMICITY AND FLOOD HAZARD ZONATION OF THE AREA

3.5.1 Seismicity of the Area

Many parts of the Indian subcontinent have historically high seismicity. Seven catastrophic

earthquakes of magnitude greater than 8 (Richter scale) have occurred in the western, northern

and eastern parts of India and adjacent countries in the past 100 years.

Approx. 59 % of the land area of India is liable to seismic hazard damage. In India, seismic zones

are divided into four zones i.e. V, IV, III and II. Details of the seismic zone are given in Table - 3.4.

Table - 3.4

Seismic Zones in India

S. No. Seismic Zone Risk Intensity on MMI scale

1. Zone - V Very High Risk Zone IX & above

2. Zone - IV High Risk Zone VIII

3. Zone - III Moderate Risk Zone VII

4. Zone - II Low Risk Zone VI & below

Source: IMD & NIDM

Rajasthan has not had a major earthquake in recent years, though small to moderate earthquake

have been felt in the state. Several faults have been identified in this region out of which many

show evidence of movement during the Holocene epoch. The Cambay Graben terminates in the

south-western part of the state. The Konoi Fault near Jaisalmer trends in a north-south direction

and was associated with the 1991 Jaisalmer earthquake. Several active faults criss-cross the

Aravalli range and lie parallel to each other. The most prominent of them is the north-south

trending Sardar Shahar Fault and the Great Boundary Fault which runs along the Chambal River

and then continues in the same direction into Uttar Pradesh. However, it must be stated that

proximity to faults does not necessarily translate into a higher hazard as compared to areas

located further away, as damage from earthquakes depends on numerous factors such as

subsurface geology as well as adherence to the building codes.

The plant site as well as study area lies in Zone - II of Seismic Zoning Map of India, updated by India

Metrological Department (IMD) and National Institute of Disaster Management (NIDM), and thus

can be said to be located in an area of Low Risk Zone by national standards. Seismic Zoning Map

of India showing the plant site (Pali) is given in Figure - 3.8.






Figure 3.8: Seismic Zone Map

Plant Site






3.5.2 Flood Hazard Zonation of the Area

As per the Vulnerability Atlas - 2nd Addition; Peer Group, MoH and UPA; based on digitized data of

SOI, GOI; Flood Atlas, Task Force Report, C.W.C., GOI the plant site does not fall under area

liable to flood . Flood Hazard Zonation Map showing the plant site is given in Figure - 3.9.

Figure 3.9: Flood Hazard Zonation Map of the Area

Plant Site






3.6 CLIMATE AND RAINFALL

Climate of Pali is classified as tropical with maximum temperature of 41.9 C in May and minimum

temperature of 12.7 C in Dec. Temperatures begin to rise in February. May is the hottest month

with a mean maximum temperature of 41.9°C and minimum of 28°C.

Monsoon marks the rainy season, lasting form June to September, bringing most of the rainfall to

the region. The average annual rainfall is about 468 mm. The humidity is relatively more during the

rainy season.

Rainfall record data of nearest rain gauge at tehsil headquarter Jaitaran is shown below in Table -

3.5.

Table - 3.5

Rainfall Data for last 10 Years

S. No. Year Rainfall (mm)

1. 2005 304

2. 2006 368

3. 2007 585

4. 2008 431

5. 2009 229

6. 2010 571

7. 2011 640

8. 2012 412

9. 2013 583

10. 2014 557

Source: Tehsil Headquarter, Jaitaran

Figure 3.10: Rainfall for last 10 years






3.7 METEOROLOGY

Meteorology plays a vital role in determining the transport and diffusion pattern of air pollutants

released into atmosphere. The principal variables include horizontal convective transport (average

wind speed and direction), vertical convective transport (atmospheric stability) and topography of

the area.

Meteorological characteristics of an area are very much important in 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 India Meteorological Department

(IMD), which maintains a network of meteorological stations at several important locations.

The nearest IMD station to the plant site is located in Ajmer. 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 Summer Season (March to May, 2015) was obtained from this station

to study meteorology of the study area.

3.7.1 Micro-Meteorology at Site

Meteorological station was set-up at site to record surface meteorological parameter during

Summer Season (March to May, 2015).

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.

It was observed that the predominant overall wind pattern for the study period was from SW

direction. Wind speed during this period varied from 0.1 m /sec. to 6.2 m / sec. Wind Rose Diagram

showing the wind pattern during the study period is shown in Figure - 3.11. There was not much

rainfall during the study period at site; total rainfall during the study period at Pali is 34 mm only

(Source: wunderground.com).

Summary of the micro-meteorology at site is given in Table - 3.6. Detailed Hourly Meteorological

Data has been enclosed as Annexure - 4 with this EIA / EMP Report.

Table - 3.6

Micro-Meteorology at Site

Study Period: Summer Season (March to May, 2015)

MonthTemperature (oC) Relative Humidity (%) Wind Speed (m / sec)

Max. Min. Max. Min. Max. Min.

March, 2015 39.5 12.2 92.7 8.0 6.2 0.1

April, 2015 44.2 20.3 81.6 5.1 4.2 0.2

May, 2015 43.5 8.2 46.9 5.2 4.2 0.1

Source: Meteorological Station at Site






Figure 3.11: Wind Rose Diagram of Site






3.8 AMBIENT AIR ENVIRONMENT

Ambient air quality monitoring is done to determine the general background concentration levels.

Samples were collected in the 10 km study area to observe pollution trends throughout the

region. It helps in providing a data base for evaluation of effects of a project activity in that region.

It will be also useful in ascertaining the quality of air environment in conformity to standards of

the ambient air quality during operation phase of project.

Methodology

The air quality monitoring and survey (Plant and Mine) was done during Summer Season i.e.

March to May, 2015, within 10 km radius study area as per the Terms of Reference (ToR) issued by

MoEFCC, New Delhi vide their letter no. J - 11011/343/2012-IA II (I) dated 10th Feb., 2016.

The samples were collected for the following air quality determinants:

Sulphur Dioxide (SO2)

Oxides of Nitrogen (NOx)

Particulate Matter (PM10 and PM2.5)

Carbon Monoxide (CO)

The sources of air pollution in the region are dust rising from unpaved roads, domestic fuel

burning, vehicular traffic, agricultural activities, emission from other industries, etc.

Sampling Schedule

The sampling was done continuously for 24 hours for SO2, NOx, PM10 and PM2.5 with a frequency of

twice a week for three months (24 observations for one location). The details of measurement

methodology and test procedure are given in Chapter - VI (Environmental Monitoring Programme)

of this report.

Sampling Locations

Sampling locations were selected for AAQ Monitoring keeping in view the pre-dominant wind

direction prevailing in the area during the study period.

It can be observed from the wind rose diagram (Figure - 3.11) that the predominant wind direction

during the study period was from SW. Villages / locations have been selected in the downwind

direction as well as in the upwind direction for AAQ monitoring from the plant and mine site.

Monitoring stations selected for Ambient Air Quality Monitoring during the study period are given

in Table - 3.7 and shown in Figure - 3.12.





Table - 3.7

Locations of Ambient Air Quality Monitoring Stations

S. No. Sampling Location

Plant Site Mine Site Selection Criterion

Approx. Aerial

DistanceDirection

Approx. Aerial

DistanceDirection Plant Site Mine Site

S1 Plant Site - - Adjacent E Core Zone -

S2 Nimbeti Mine Site Adjacent W - - - Core Zone

S3 Village Kundal 3.o Km SW 1.5 Km SWFalls in Upwind of dominant wind

direction

Falls in Upwind of dominant wind

Direction

S4Sampling station at

500 m0.5 Km North 0.5 Km NE Near to mine site

Falls in downwind of dominant

wind direction

Near to mine site

S5 Village Kanyakheri 2.5 Km NE 3.0 Km ENE

Falls in downwind of dominant

Wind direction.

In proximity to SH - 39

In proximity to SH - 39

S6 Village Ganeshpura 6.5 Km NNE 6.0 Km NE -Falls in downwind of dominant wind

direction

S7 Village Patan 3.0 km West 1.5 Km WestFalls in upwind of second dominant

wind direction

Falls in upwind of second dominant

wind direction

S8 Village Devgarh 5.0 Km East 6.0 Km EastFalls in downwind of second

dominant wind direction

Falls in downwind of second


S9 Village Ras 3.0 Km North 2.8 km NNE Nearest Village to Plant site -

S10 Village Nimbeti 0.5 Km NNW 1.5 Km North - Nearest Village to Mine Site

S11 Near Reserve Forest 3.0 Km SSE 4.5 Km SSENear to Reserved Forest (sensitive

receptor)

Near to Reserved Forest (sensitive

receptor)

S12 Village Bhimgarh 1.0 Km SE 1.2 Km EastFalls in downwind of third


Falls in downwind of second


Source: SOI Toposheets





Source: SOI Toposheet

Figure 3.12: Key Plan showing Ambient Air Quality and Noise Monitoring Location






Ambient Air Quality Monitoring

Table - 3.8 shows the maximum & minimum concentration of the air pollutants monitored at different

locations (as mentioned in Table - 3.7) during the study period. All 24 observations of pollutants for

each location are detailed in Ambient Air Quality Monitoring Tables enclosed as Annexure - 5 along

with this report.

Table - 3.8

Ambient Air Quality Monitoring Results


(Unit in g/m3)

S.

No.Sampling Location

PM10 PM2.5 SO2 NOx

CO

(mg/m3)

Max. Min. Max. Min. Max. Min. Max. Min. Max. Min.

S1 Plant Site 76.2 68.1 36.8 28.1 9.8 7.5 26.3 18.9 0.66 0.53

S2 Nimbeti Mine Site 81.0 70.1 38.1 28.7 9.6 7.2 25.4 18.4 0.62 0.52

S3 Village Kundal 66.2 57.1 30.2 21.4 7.9 5.6 22.1 14.2 BDL

S4 Sampling station at 500 m 75.1 66.1 36.2 26.1 9.3 6.4 24.8 18.0 BDL

S5 Village Kanyakheri 74.2 65.8 35.8 25.8 9.5 6.6 25.2 18.6 BDL

S6 Village Ganeshpura 68.2 58.1 32.2 23.5 8.5 5.6 24.5 17.2 BDL

S7 Village Patan 67.1 57.0 30.3 22.9 8.2 5.5 23.1 16.8 BDL

S8 Village Devgarh 68.4 57.6 32.1 23.6 8.5 5.8 24.8 15.5 BDL

S9 Village Ras 73.1 63.1 34.2 25.1 9.0 5.8 25.1 16.2 BDL

S10 Village Nimbeti 68.1 58.2 32.1 24.2 8.8 5.6 24.9 15.8 BDL

S11 Near Reserve Forest 64.1 56.2 28.1 20.6 7.1 5.2 21.0 14.8 BDL

S12 Village Bhimgarh 74.1 64.2 35.1 28.1 9.0 5.9 25.1 17.8 BDL

NAAQS* 100 60 80 80 04

Source: Ambient Air Quality Monitoring

*NAAQS - National Ambient Air Quality Standards; Schedule-VII, [Rule 3 (3B)], [Part-II-sec.-3(i)] 16.11.2009

BDL - Below Detectable Limit, Detection Limit of CO = 0.5 mg/m3

Graphs showing Concentrations (Max. and Min.) of PM10, PM2.5, SO2 and NOx at different monitoring stations are

given in Figure - 3.13 (A to D), respectively.






Figure 3.13 (A): Graph showing PM10 concentrations (Max. and Min.) at different monitoring stations

Figure 3.13 (B): Graph showing PM2.5 concentrations (Max. and Min.) at different monitoring stations






Figure 3.13 (C): Graph showing SO2 concentrations (Max. and Min.) at different monitoring stations

Figure 3.13 (D): Graph showing NOx concentrations (Max. and Min.) at different monitoring stations






National Ambient Air Quality Standards

Table - 3.9 shows the NAAQS prescribed by CPCB on 16th Nov., 2009.

Table - 3.9

NAAQS prescribed by CPCB

S. No. PollutantTime Weighted

Average

Concentration in Ambient Air

Method of MeasurementIndustrial Area,

Residential Rural &

Other Areas

Ecologically Sensitive

Area (Notified by

Central Govt.)

(1) (2) (3) (4) (5) (6)

1Sulphur Dioxide

(SO2), µg/m3

Annual Average

*

24 hours **

50

80

20

80

1. Improved West and Gaeke Method.

2. Ultraviolet fluorescence.

2Oxides of Nitrogen

as NO2, µg/m3

Annual Average

*

24 hours **

40

80

30

80

1. Modified Jacob & 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.

7Carbon Monoxide

(CO), mg/m3

8 Hours**

1 Hours

02

04

02

04

Non Depressive Infrared (NDIR)

Spectroscopy.

8Ammonia (NH3),

µg/m3

Annual

Average*

24 hours **

100

400

100

400

1. Chemiluminescence (Gas phase).

2. Indophenol blue method.

9Benzene (C6H6),

µg/m3

Annual

Average*05 05

1. Gas Chromatography based continuous

analyzer,

2. Adsorption and Desorption followed by

GC analysis.

10

Benzo ( ) 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


12 Nickel (Ni), ng/m3 Annual

Average*20 20

AAS/ICP Method after sampling on EPM


*Annual arithmetic mean of minimum 104 measurements in a year at a particular site taken twice a week 24 hourly at uniform

intervals.

**24 hourly or 08 hourly or 01 hourly monitored values, as applicable, shall be complied with 98% of the time in a year. 2% of the

time, they may exceed the limits but not on two consecutive days of monitoring.

Note: Whenever and wherever monitoring results on two consecutive days of monitoring exceed the limits specified above for the

respective category, it shall be considered adequate reason to institute regular or continuous monitoring and investigation.






Conclusion

Ambient Air Quality Monitoring reveals that the concentrations of PM10 and PM2.5 for all the 12

AAQM stations were found between 56.2 to 81.0 g/m3 and 20.6 to 38.1 g/m3, respectively.

As far as the gaseous pollutants SO2 and NOx are concerned, the prescribed CPCB limit of 80 g/m3

has never surpassed at any station. The concentrations of SO2 and NO2 were found to be in range

of 5.2 to 9.8 g/m3 and 14.2 to 26.3 g/m3 respectively. CO concentration was also found within

limits.

3.8.1 Mineralogical Composition for 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 have Calcite, Dolomite, Vaterite, Aragonite Minerals

(Calcite Minerals) or Actinolite or Tremolite (Magnesium minerals) and Free Silica.

Chemical Characterization of RSPM is given in Table - 3.10.

Table - 3.10

Chemical Characterization of RSPM

S. NO. IONS QUANTITY (%)

1. Silica (SiO2) 1.19

2. Calcium (Ca) 12.3

3. Magnesium (Mg) 6.9

4. Iron (Fe) 2.3

5. Aluminium (Al) 2.6

6. Sodium (Na) 4.5

7. Potassium (K) 3.1

8. Manganese (Mn) 3.7

9. Chromium (Cr) 0.4

10. Nickel (Ni) 0.01

11. Zinc (Zn) 1.6

12. Copper (Cu) 0.8

13. Cobalt (Co) 0.50

14. Lead (Pb) 0.19

15. Mercury (Hg) BDL (DL - 0.00001)*

16. Cadmium (Cd) BDL (DL - 0.00005)*

17. Arsenic (As) BDL (DL - 0.00005) *

BDL Below Detectable Limit, *DL Detection Limit






3.9 NOISE ENVIRONMENT

Noise often defined as unwanted sound, interferes with speech communication, causes

annoyance, distracts from work, and disturbs sleep, thus deteriorating quality of human

environment.

Source of Noise

There are several sources of noise in the 10 km radius of study area, which contribute to the local

noise level of the area. Ambient noise sources in the vicinity of the plant and mine site include the

noise from traffic on road, human activities in villages and agricultural fields.

Ambient Noise Level

In order to know the baseline noise levels, in and around the plant and mine site, noise levels were

measured at site and villages in the study area.

Sampling Schedule

The sampling was done during day time and night time once in the study period.

Sampling Locations

Locations / stations selected for noise level monitoring are given in Table - 3.11 and shown in Figure

- 3.12.

Table - 3.11

Locations of Noise Monitoring Stations

S. No. Sampling Location

Plant Site Mine Site

Approx. Aerial

DistanceDirection

Approx. Aerial

DistanceDirection

S1 Plant Site - - Adjacent E

S2 Nimbeti Mine Site Adjacent W - -

S3 Village Kundal 3.o Km SW 1.5 Km SW

S4 Sampling station at 500 m 0.5 Km North 0.5 Km NE

S5 Village Kanyakheri 2.5 Km NE 3.0 Km ENE

S6 Village Ganeshpura 6.5 Km NNE 6.0 Km NE

S7 Village Patan 3.0 km West 1.5 Km West

S8 Village Devgarh 5.0 Km East 6.0 Km East

S9 Village Ras 3.0 Km North 2.8 km NNE

S10 Village Nimbeti 0.5 Km NNW 1.5 Km North

S11 Near Reserve Forest 3.0 Km SSE 4.5 Km SSE

S12 Village Bhimgarh 1.0 Km SE 1.2 Km East







Ambient Noise Level Monitoring

Ambient noise levels monitoring results monitored at different locations (as mentioned in Table -

3.11) during the study period are given in Table - 3.12.

Graphs showing Noise Levels during day time and night time at different monitoring stations are

given in Figure - 3.14 (A and B), respectively.

Table - 3.12

Ambient Noise Level Monitoring Results


S.

No.Sampling Locations

NOISE LEVEL dB Leq (A)

Day Time (6:00 am to 10:00 pm) Night Time (10:00 pm to 6:00 am)

S1 Plant Site 61.2 56.3

S2 Nimbeti Mine Site 63.2 57.1

S3 Village Kundal 53.1 43.4

S4 Sampling station at 500 m 54.8 44.9

S5 Village Kanyakheri 54.3 44.2

S6 Village Ganeshpura 52.6 41.3

S7 Village Patan 52.0 42.1

S8 Village Devgarh 50.4 42.1

S9 Village Ras 54.8 44.6

S10 Village Nimbeti 54.6 44.2

S11 Near Reserve Forest 50.2 39.4

S12 Village Bhimgarh 54.5 44.7

Source: Ambient Noise Quality Monitoring

CPCB Noise Standards are given in Table - 3.13.

Table - 3.13

CPCB Noise Standards*

Area Code Category of Area

Limits in Leq. dB (A)

Day Time

(06.00 am 10.00 pm)

Night Time

(10.00 pm 6.00 am)

(A) Industrial Area 75 70

(B) Commercial Area 65 55

(C) Residential Area 55 45

(D) 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

Source: Central Pollution Control Board Norms

*As Per Noise Pollution (Regulation and Control) Rules, 2000






Figure 3.14 (A): Graph showing Noise Levels at different locations during day time

Figure 3.14 (B): Graph showing Noise Levels at different locations during night time






Conclusion

Ambient noise levels were measured at 12 locations around the plant and mine site. Noise levels

varies from 50.2 to 63.2 Leq dB (A) during day time and from 39.4 to 57.1 Leq dB (A) during night

time.

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.

3.10 WATER ENVIRONMENT

3.10.1 Surface Water

Few surface water bodies are present within 10 km radius of the plant and mine site, which are as

follows:

Lilri River (~1.5 km in North direction)

Sukri River (~8.0 km in SSW direction)

Surface water samples were not collected from the above two locations as both the water bodies

are seasonal and were found dry during the study period.

3.10.2 Ground Water Quality

The sources of potable water are the tube-wells and dug-wells in the area. Samples were collected

from the available water resources around the plant site. The samples were collected and tested

from different sites.

The quality of ground water was studied by collecting nine water samples from representative

open dug wells and tube wells. The water sampling stations are shown below:

Details of ground water sampling locations and their distance and directions are given in Table -

3.14 and shown in Figure - 3.15.

Ground water analysis results are given in Table - 3.15.

Table - 3.14

Locations of Ground Water Sampling Stations

S. No. Sampling Station

Plant site Mine site

Approx. Aerial

DistanceDirection

Approx. Aerial

DistanceDirection


S2 Nimbeti Mine site Adjacent W - -

S3 Village Kanyakheri 2.5 Km NE 3.0 ENE




S7 Village Mahesiya 11.0 Km SW 8.0 Km SW

S8 Village Nimbeti 0.5 Km NW 1.5 Km North

S9 Village Ramgarh 8.5 Km East 9.5 Km East







Figure 3.15: Key Plan showing Ground Water and Soil Sampling Locations





Table - 3.15

Ground Water Analysis


S. No. Parameters

Locations of Ground Water Sampling Limits of IS: 10500 - 2012

RemarkPlant Site

Nimbeti

Mine Site

Village

Kanyakheri

Village

Patan

Village

Bhimgarh

Village

Ras

Village

Mahesiya

Village

Nimbeti

Village

Ramgarh

Desirable

limit (Max.)

Permissible limit

in the Absence

of Alternate

Source (Max.)

1. pH 7.25 7.08 7.32 7.38 7.12 7.46 7.40 7.56 7.39 6.5 to 8.5 No Relaxation -

2. Colour (Hazen Units) BDL BDL BDL BDL BDL BDL BDL BDL BDL 5.0 15 DL 5 Hazen

3. Turbidity (NTU) BDL BDL BDL BDL BDL BDL BDL BDL BDL 1.0 5 DL 1 NTU

4. Odour Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable -

5. Taste Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable -

6.Total Hardness as CaCO3

(mg/l)410.22 542.20 581.12 577.92 417.96 380.56 405.30 360.80 541.80 200 600 -

7. Calcium as Ca (mg/l) 89.20 135.20 160.86 144.77 128.91 98.89 105.22 102.30 150.62 75 200 -

8. Alkalinity as CaCO3 (mg/l) 356.20 289.20 297.62 314.92 343.50 314.00 364.00 356.20 347.39 200 600 -

9. Chloride as Cl (mg/l) 476.20 387.65 205.79 477.07 143.57 356.20 278.52 245.20 234.50 250 1000 -

10. Cyanide as CN (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.05 No Relaxation DL 0.02 mg/l

11. Magnesium as Mg (mg/l) 45.60 49.78 43.68 52.66 23.41 32.52 34.69 25.65 40.34 30 100 -

12. TDS (mg/l) 1425 1245 1140 1489 1078 1142 1025 978 1050.0 500 2000 -

13. Sulphate as SO4 (mg/l) 114.67 117.83 106.00 91.67 88.33 174.20 98.00 76.67 78.33 200 400 -

14. Fluoride as F (mg/l) 1.18 1.24 1.26 1.38 1.21 1.28 0.98 1.06 1.23 1.0 1.5 -

15. Nitrate as NO3 (mg/l) 15.23 14.28 13.02 15.17 9.77 18.37 17.19 15.26 9.30 45 No Relaxation DL 0.10 mg/l

16. Iron as Fe (mg/l) 0.11 0.16 0.18 0.13 0.22 0.25 0.28 0.29 0.32 0.3 No Relaxation -

17. Aluminium as Al (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.03 0.2 DL 0.03 mg/l

18. Boron (mg/l) 0.52 0.48 0.58 0.79 0.52 0.68 0.64 0.64 0.40 0.50 1.0 DL 0.2 mg/l

19.Phenolic Compounds

(mg/l)BDL BDL BDL BDL BDL BDL BDL BDL

BDL0.001 0.002 DL 0.001 mg/l





S. No. Parameters

Locations of Ground Water Sampling Limits of IS: 10500 - 2012

RemarkPlant Site

Nimbeti

Mine Site

Village

Kanyakheri

Village

Patan

Village

Bhimgarh

Village

Ras

Village

Mahesiya

Village

Nimbeti

Village

Ramgarh

Desirable

limit (Max.)

Permissible limit

in the Absence

of Alternate

Source (Max.)

20. Anionic Detergents (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.2 1.0 DL 0.002 mg/l

21.Hexa Chromium as Cr+6

(mg/l)BDL BDL BDL BDL BDL BDL BDL BDL

BDL- - DL 0.03 mg/l

22. Zinc as Zn (mg/l) BDL 0.15 BDL BDL BDL 0.17 BDL BDL BDL 5 15 DL 0.10 mg/l

23. Chromium as Cr (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.05 No Relaxation DL 0.002 mg/l

24. Copper as Cu (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.05 1.5 DL 0.02 mg/l

25. Manganese as Mn (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.1 0.3 DL 0.10 mg/l

26. Cadmium Cd (mg/l) BDL BDL BDL BDL BDL BDL BDL BDLBDL

0.003 No RelaxationDL 0.0005

mg/l

27. Lead as Pb (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.01 No Relaxation DL 0.008 mg/l

28. Arsenic as As (mg/l) BDL BDL BDL BDL BDL BDL BDL BDLBDL

0.01 0.05DL 0.0005

mg/l

29. Mercury as Hg (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.001 No Relaxation DL 0.001 mg/l

30. Sodium as Na (mg/l) 345.00 240.00 230.00 365.00 240.00 220.00 168.00 178.00 168.10 -- --

31. Potassium as K (mg/l) 16.20 10.25 8.90 13.20 8.10 4.00 10.20 7.10 9.20 -- --

32. Phosphate as PO4 (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL - - DL 0.02 mg/l

33. Nickel as Ni (mg/l) BDL BDL BDL BDL BDL BDL BDL BDL BDL 0.02 No Relaxation DL 0.005 mg/l

34. Conductivity, µS/cm 2140 1897 1726 2215 1605 1702 1510 1465 1602 - - -

Source: Water Analysis

BDL - Below Detectable LimitDL - Detection Level






Results of Ground Water Analysis

Analysis results of ground water reveal the following: -

pH varies from 7.08 to 7.56

Total hardness varies from 360.80 to 581.12 mg/l

Total dissolved solids vary from 978 to 1489 mg/l

3.11 SOIL ENVIRONMENT

3.11.1 Soil Quality and Characteristics

The information on soil quality has been arrived at by collecting data from various secondary

sources and supplemented by collection and analysis of soil samples from representative

locations.

In order to assess the base line characteristics of soil profile of the plant area representing project

and nearby areas, the samples were analyzed for key and chemical parameters.

The sampling locations were finalized with the following considerations:

To enable information on baseline characteristics and,

To determine the impact of industrial and mining activities on soil characteristics.

Representative soil samples were collected from 9 different specified locations within the study

area of the plant site. Standard procedures were followed for the sampling and analysis of

physico-chemical parameters.

Location of soil sampling stations are given in Table - 3.16 and shown in Figure - 3.15.

Soil analysis results are given in Table - 3.17 and Standard Soil Classification is given in Table - 3.18.

Table - 3.16

Locations of Soil Sampling Stations

S. No. Sampling Station

Plant site Mine site

Approx. Aerial

DistanceDirection

Approx. Aerial

DistanceDirection


S2 Nimbeti Mine site Adjacent W - -

S3 Village Kanyakheri 2.5 Km NE 3.0 ENE




S7 Village Mahesiya 11.0 Km SW 8.0 Km SW

S8 Village Nimbeti 0.5 Km NW 1.5 Km North

S9 Village Ramgarh 8.5 Km East 9.5 Km East






Table - 3.17

Soil Analysis


S. No. Parameters

Sampling Locations

Plant SiteNimbeti

Mine Site

Village

Kenyakheri

Village

Patan

Village

Bhimgarh

Village

Ras

Village

Mahesiya

Village

Nimbeti

Village

Ramgarh

1. pH (1: 2.5 soil water sus.) 7.46 7.58 7.48 7.55 7.26 7.54 7.44 7.42 7.42

2. Conductivity (mS/cm) 0.20 0.23 0.24 0.22 0.23 0.21 0.22 0.21 0.25

3. Texture Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay

4. ColourYellowish

Brown

Yellowish

Brown

Yellowish

Brown

Yellowish

Brown

Yellowish

Brown

Yellowish

Brown

Yellowish

Brown

Yellowish

Brown

Yellowish

Brown

5. Water Holding Capacity (%) 26.21 28.10 27.30 27.14 25.14 23.44 24.14 26.20 25.61

6. Bulk Density(gm/Cc) 1.38 1.36 1.37 1.36 1.39 1.40 1.39 1.38 1.37

7. Chloride as Cl (mg/kg) 277.57 305.29 325.43 268.00 287.15 258.43 277.57 296.72 331.72

8. Calcium as Ca (mg/kg) 242.44 255.35 322.96 442.00 366.73 333.90 385.33 314.87 250.10

9. Sodium as Na (mg/kg) 28.0 30.00 47.00 40.00 45.00 34.00 48.00 54.00 44.00

10. Potassium as K (kg/ha) 124.72 132.64 134.41 119.52 162.08 142.72 197.28 186.40 178.96

11. Organic Matter (%) 0.40 0.65 0.62 0.67 0.57 0.56 0.58 0.60 0.57

12. Magnesium as Mg (mg/kg) 44.21 38.43 39.48 43.69 41.53 35.10 38.95 37.82 48.95

13. Available Nitrogen as N (kg/ha) 174.89 208.69 202.68 223.98 198.40 185.47 187.91 195.42 176.38

14.Available Phosphorus as P

(kg/ha)14.93 17.84 16.59 18.67 17.84 19.08 17.42 18.04 17.01

15 Zinc as Zn (mg/kg) 5.47 4.99 8.46 7.10 8.14 7.28 8.12 6.89 7.18

16. Manganese as (mg/kg) 121.74 175.41 140.21 146.23 154.41 196.41 201.40 174.60 180.30

17. Chromium as Cr (mg/kg) 3.42 4.89 2.86 3.10 4.21 5.10 4.30 5.23 5.12

18. Lead as Pb (mg/kg) 1.16 2.10 1.00 1.45 1.87 2.14 1.96 1.56 2.10

19. Cadmium as Cd (mg/kg) 1.38 1.24 1.06 2.10 2.43 2.06 1.86 1.44 2.44

20. Copper as Cu (mg/kg) 9.15 8.14 7.28 8.10 10.26 9.41 12.14 13.24 12.34

21. Organic Carbon (%) 0.23 0.38 0.36 0.39 0.33 0.32 0.34 0.35 0.33

Source: Soil Analysis






Table - 3.18

Standard 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 (mho/cm)

1 mho/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

Conclusion

Samples collected from identified locations indicate pH value ranging from 7.26 to 7.58 , which

shows that the soil is neutral to moderately alkaline in nature. Organic Matter ranges from 0.40%

to 0.67% in the soil samples. Nitrogen is found to be in moderate amount as it ranges from 174.89

kg/ha to 223.98 kg/ha and Phosphorous in less amount i.e. from 14.93 kg/ha to 19.08 kg/ha,

whereas the Potassium is found to be ranging from 119.52 kg/ha to 197.28 kg/ha.






3.12 BIOLOGICAL ENVIRONMENT

3.12.1 Introduction

The biological study is essential to understand the impact of industrialization and urbanization on

existing flora and fauna of the study area. Studies on various aspects of ecosystem play an

important role in identifying sensitive issues for undertaking appropriate action to mitigate the

impact, if any.

The biological study was undertaken as a part of the EIA study report to understand the present

status of ecosystem prevailing in the study area, to compare it with past condition with the help

of available data, to predict changes in the biological environment as a result of present activities

and to suggest measures for maintaining its health.

A baseline study / survey was conducted to study the floristic and faunal diversity of the terrestrial

and aquatic environment of the study area within 10 km radius of the plant and mine site.

Some of the information was gathered from the local habitants. All the collected data were

classified to interpret the impact of pollution on the flora and fauna of that region.

Survey of the wild plants as well as cultivated crop plants was made and all the available

information was recorded. Night survey was also conducted with the help of spotlight to record

nocturnal animals, birds and reptiles.

Secondary data on flora and fauna, cropping patterns etc. were also collected from available

literatures, internet, forest department and revenue department.

3.12.2 Ecological Sensitive Area

No National Park, Wildlife Sanctuary, Biosphere Reserve exists within 10 km radius of the plant

site.

Only one Reserve Forest falls at a distance of ~5.0 km in SSE direction from the plant site and one

Protected Forest falls at a distance of ~9.9 Km in SE direction from the plant site.

3.12.3 Flora

Flora of an area depends on climatic conditions, topography, rainfall, soil type, land use and

demography of an area. These factors highly affect the floral cover and quality of an area.

A floral survey was carried out in the core as well as buffer zone of the plant and mine site. The

plant species found in the area are given in Table - 3.19.

Table - 3.19

List of Flora in Core and Buffer Area

S. No. Scientific Name Local Name Family Habit Core Buffer

Trees

1. Acacia auriculiformis Australian babool Mimosaceae T + +

2. Acacia catechu Khair Mimosaceae T - +

3. Acacia nilotica Babool Mimosaceae T - +

4. Ailanthus excelsa Ardu/Paba Simaroubaceae T + +

5. Alstonia scholaris Saptaparni Apocynaceae T + +







6. Albizia Julibrissin Silk tree Fabaceae T + +

7. Ashoka pendula Ashok Annonaceae T + +

8. Azadirachta indica Neem Meliaceae T + +

9. Bauhinia blakeana Kachnar Fabaceae T + +

10. Bauhinia racemosa Jhinja Caesalpiniaceae T - +

11. Boswellia serrata Salar Burseraceae T - +

12. Butea monosperma Palas Fabaceae T - +

13. Balanites aegyptiaca Hingot Simaroubaceae T - +

14. Callistemon lanceolatus Bottle brush Myrtaceae T + +

15. Cassia fistula Amaltas Caesalpiniaceae T + +

16. Delonix regia Gulmohar Fabaceae T + +

17. Dalbergia sissoo Shisham Fabaceae T + +

18. Dichrostachys cinerea Khairi Mimosaceae T - +

19. Diospyros melanoxylon Tendu Ebenaceae T - +

20. Emblica officinalis Amla Phyllanthaceae T - +

21. Erythrina indica Indian Coral tree Fabaceae T + +

22. Ficus benghalensis Bad Moraceae T - +

23. Ficus religiosa Aswatha/Pipal Moraceae T - +

24. Jacaranda mimosisolia Blue Gulmohar Fabaceae T + +

25. Kigelia pinnata Balamkheera Bignoniceae T + +

26. Lannea coromandelica Mohin Anacardiaceae T - +

27. Lagerstroemia indica Largestomia Lythraceae T + +

28. Mimusops Elengi Molshree plant Sapotaceae T + +

29. Peltophorum ferrugineum Yellow Gulmohar Fabaceae T + +

30. Phoenix sylvestris Khajur Arecaceae T + +

31. Pithecellobium dulce Jungle Jalebi Fabaceae T + +

32. Pongamia pinnata Karanj Fabaceae T + +

33. Prosopis cineraria Khejri Fabaceae T - +

34. Pterospermum acerifolium Kanak Champa Sterculiaceae T - +

35. Salvadora persica Chota Pilu/ Khara Jal Salvadoraceae T - +

36. Salvadora oleoides Bada Pilu/ Mitha Jal Salvadoraceae T - +

37. Sterculia urens Kulu Sterculiaceae T - +

38. Tamarindus indica Imli Fabaceae T - +

39. Terminalia catappa Desi badam Combretaceae T + +

40. Wrightia tinctoria Khirni Apocynaceae T - +

Shrubs

41. Bauhinia tomentosa Kachnar Apocynaceae S + +

42. Bougainvillea glabra Bougainvillea Nyctaginaceae S + +

43. Caesalpinia pulcherrima Peacock flower Fabaceae S + +

44. Capparis decidua Ker Capparaceae S - +

45. Cassia biflora Desert Cassia Fabaceae S + +

46. Ficus panda Golden Ficus Moraceae S + +

47. Ficus starlight Ficus starlight Moraceae S + +

48. Euphorbia neriifolia Dandathor Euphorbiaceae S - +

49. Grewia flavescens Donkey berry Tiliaceae S - +

50. Grewia tenax Gangan Tiliaceae S - +

51. Hibiscus rosa sinensis Gudahal Malvaceae S + +

52. Jatropha curcas Ratanjot Euphorbiaceae S + +

53. Lawsonia inermis Mehndi Lythraceae S - +

54. Leptadenia reticulata Kheep Asclepiadecae S - +

55. Nerium oleander Red Kaner Apocynaceae S + +







56. Nyctanthes arbor- tristis Harsingar Oleaceaae S + +

57. Prosopis juliflora Kikar/Vilayati Babul Fabaceae S - +

58. Rhus mysorensis Dansri Anacardiaceae S - +

59. Securinega leucopyrus Shinar Euphorbiaceae S - +

60. Tabernaemontana divaricata Chandani Apocynaceae S + +

61. Tecoma Stans Yellow bells Bignoniceae S + +

62. Thevetia peruviana Yellow Kaner Apocynaceae S + +

63. Ziziphus mauritiana Mota Ber Rhamnaceae S - +

Herbs

64. Aerva tomentosa Buida Amaranthaceae H - +

65. Achyranthes aspera Undhokanto Amaranthaceae H - +

66. Boerhavia diffusa Santhi Nyctaginaceae H - +

67. Calotropis procera Aak Asclepiadaceae H + +

68. Convolvulus microphyllus Shankh Pusphi Convolvulaceae H - +

69. Citrullus colocynthis Gar- Tumba Cucurbitaceae H - +

70. Citrullus lanatus Matira Cucurbitaceae H - +

71. Crotalaria burhia Shinio Fabaceae H - +

72. Cucumis callosus Kachari Cucurbitaceae H - +

73. Cucumis prophetarum Kantala Indranan Cucurbitaceae H + +

74. Euphorbia prostrata Lal Booti Euphorbiaceae H - +

75. Echinops echinatus Oont Kantilo Asteraceae H - +

76. Gisekia pharnaceoides Mulandege Ficoidaceae H - +

77. Heliotropium ellipticum Hati Sund Boraginaceae H - +

78. Martynia annua Bichhu Kanto Martyniaceae H - +

79. Polycarpaea corymbosa Dholi Phuli Caryophyllaceae H - +

80. Pedalium murex Dakhni Gokhru Pedaliaceae H - +

81. Solanum surattense Pasarghatali Solanaceae H - +

82. Solanum nigrum Makoi Solanaceae H - +

83. Tribulus terrestris Kanti/Gokhru Zygophyllaceae H - +

84. Tephrosia purpurea Dhamaso Fabaceae H - +

Grasses

85. Calligonum polygonoides Phog Polygonaceae G - +

86. Cynodon dactylon Doob Poaceae G + +

87. Cenchrus biflorus Bhurat Poaceae G - +

88. Eragrostis curvula - Poaceae G - +

89. Mollugo cerviana Chirio Ghas Molluginaceae G - +

90. Saccharum munja Munj Poaceae G - +

Weeds

91. Argemone mexicana Pili Kateri Papaveraceae W + +

92. Datura metal Dhatura Solanaceae W - +

93. Euphorbia hirta Dudhi Euphorbiaceae W + +

94. Lantana camara Ghaneri Verbenaceae W - +

95. Leucas aspera Darkan Lamiaceae W + +

96. Leucas martinicensis Darkan Lamiaceae W - +

97. Xanthium strumarium Bichhu Butti Asteraceae W + +

Source: Field Survey and Secondary data

Status of RET Species

According to Botanical Survey of India, no Endemic, Rare, Endangered and Threatened (RET)

species of flora were found in the study area.






3.12.4 Fauna

A faunal survey was carried out in the core as well as buffer zone of the plant and mine site.

Details of faunal species found in the area are given in Table - 3.20.

Table - 3.20

List of Fauna

S. No. Scientific Name Common NameStatus according to

WPA, 1972Core Buffer

Mammals

1. Boselaphus tragocamelus Nilgai Sch. III - +

2. Bandicota bengalensis Indian Mole Rat Sch. V - +

3. Felis chaus Jungle Cat Sch. V - +

4. Funambulus pennanti Five Striped Palm Squirrel Sch. IV + +

5. Herpestes auropunctatus Small Indian Mongoose Sch. II - +

6. Hystrix indica Indian Porcupine Sch. IV - +

7. Lepus nigricolis Indian Hare Sch. IV - +

8. Mus booduga Indian Field Mouse Sch. V - +

9. Pteropus giganteus Flying Fox Sch. V - +

10. Rattus rattus House Rat Sch. V + +

11. Sus scrofa Indian Wild Boar Sch. III - +

Avifauna (Birds)

1. Acridotheres tristis Common Myna Sch. IV + +

2. Acridotheres ginginianus Bank Myna Sch. IV - +

3. Athena brahma Spotted owlet Sch. IV - +

4. Ardeola grayii Indian Pond Heron Sch. IV + +

5. Bubulcus ibis Cattle egret Sch. IV + +

6. Corvus splendens Common Crow Sch. V + +

7. Columba livia Blue Rock Pigeon Sch. IV + +

8. Cuculus micropterus Indian Cuckoo Sch. IV - +

9. Centropus sinensis Crow pheasant Sch. IV - +

10. Ceryle rudis Lesser Pied Kingfisher Sch. IV - +

11. Coracias benghalensis Indian Roller Sch. IV - +

12. Dendrocitta vagabunda Indian Treepie Sch. IV - +

13. Dicrurus macrocercus Black Drongo Sch. IV - +

14. Egretta garzetta Little Egret Sch. IV - +

15. Eudynamys scolopacea Indian Koel Sch. IV - +

16. Galerida cristata Common Crested Lark Sch. IV - +

17. Halcyon smyrnensis White-breasted Kingfisher Sch. IV + +

18. Himantopus himantopus Black Winged Stilt Sch. IV - +

19. Merops orientalis Small Bee Eater Sch. IV + +

20. Nectarinia asiatica Purple Sunbird Sch. IV - +

21. Passer domesticus House Sparrow Sch. IV + +

22. Platalea leucorodia Eurasian Spoonbill Sch. IV - +

23. Pycnonotus cafer Red-Vented Bulbul Sch. IV + +

24. Phalacrocorax niger Little Cormorant Sch. IV - +

25. Psittacula krameri Rose Ringed Parakeet Sch. IV + +

26. Psittacula cyanocephala Plum headed Parakeet Sch. IV + +






S. No. Scientific Name Common NameStatus according to

WPA, 1972Core Buffer

27. Saxicoloides fulicata Indian Robin Sch. IV + +

28. Sturnus pagodarum Brahminy Starling Sch. IV - +

29. Sturnus contra Asian Pied Starling Sch. IV - +

30. Streptopelia tranquebarica Red Collared Dove Sch. IV + +

31. Streptopelia decaocto Eurasian Collared Dove Sch. IV - +

32. Turdoides malcomi Large Grey Babbler Sch. IV - +

33. Tringa totanus Common Redshank Sch. IV - +

34. Upupa epops Common Hoopoe Sch. IV + +

35. Vanellus indicus Red-Wattled Lapwing Sch. IV + +

Herpeto-fauna

1. Bufo melanostictus Common Indian Toad Sch. IV + +

2. Bungarus caeruleus Common krait Sch. IV - +

3. Calotes versicolor Garden Lizard Sch. IV + +

4. Echis carinatus Saw scaled viper Sch. IV - +

5. Eumeces taeniolatus Yellow billedmoled skink Sch. IV - +

6. Hemidactylus maculatus Rock Gecko Sch. IV - +

7. Ptyas mucosa Indian Rat Snake Sch. II - +

8. Rana tigerina Indian Bull Frog Sch. IV + +

9. Rana hexadactyla Green Pond Frog Sch. IV - +

10. Rana limnocharis Indian Cricket Frog Sch. IV - +

11. Xenochrophis piscator Chequered Keel Back Sch. II - +


S. No. Scientific Name Common Name Core Buffer

Butterflies & Other Ancillary Arthropods

1. Anaphaeis aurota Pioneer - +

2. Acisoma panorpoidea Trumpet tail - +

3. Buthus sp. Scorpion + +

4. Brachythemis sp. Ditch Jewel - +

5. Belostoma indicum Indian giant water Bug - +

6. Catopsilia pomona Common Emigrant + +

7. Danaus chrysippus Plain Tiger + +

8. Ixias Marianne White Orange Tip - +

9. Precis hierta Yellow Pansy + +

10. Precis orithya Blue Pansy - +

11. Sternocerca sternicornis Jewel Beetle - +

12. Stegodyphus sp. Social Spider - +


Status of Fauna

The biological study conducted for the core as well as buffer zone of the plant and mine site

reveals that the fauna found in the study area majorly belongs to Schedule II, III, IV and V. No

Schedule - I fauna as per (IWPA) Indian Wildlife Protection Act, 1972 was recorded in the study

area during field survey.






3.13 SOCIO-ECONOMIC ENVIRONMENT

Socio-economic environment is an essential part of environmental study which incorporates

various facts related to socio-economic conditions in the area and 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 estimate the 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

living standards of the area.

The fabrics of socio-economic changes are so complicated that this study would seem to be

extremely limited, almost superficial and at times subjective in nature. This EIA will give a

reasonably clear picture of the socio-economic conditions prevailing in the study area.

3.13.1 Objectives of the Study

The objectives of this socio-economic report consist of:

To know the current socio-economic situation in the region

To recommend practical strategic interventions in the sector

To help in providing better living standards

3.13.2 Scope of Work

To study the Socio-economic Environment of area from the secondary sources

Prediction of project impact

Mitigation Measures

3.13.3 Methodology

Collection of Data

Data for this project were collected via secondary source (i.e. Government department, maps,

literature research etc.) in the study area.

Presentation of Data and 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.






3.13.4 Background Information of the Area

Pali is the 14th most populated district in the state of Rajasthan. Pali also ranks 7th in terms of area

and 28th in terms of population density. Pali District is situated in western Rajasthan. A zone of

foothills lies to the west, through which run the many tributaries of the Luni River. In Pali district, 81

new villages have been created as compared to 2001 Census. The sex ratio of Pali district (987) is

significantly higher than the State sex ratio (928). The literacy rate in Pali district is 62.39 percent

which is lower than the State Average (66.11%). The district has shown significant spurt in industrial

activity, based on the exploitation of its agriculture and rich mineral deposits.

Table - 3.21

Socio-Economic Profile of Study Area

Particular Rajasthan Details Pali Details Study Area Details

Area (in sq. kms.) 3,42,239 12387 314

No. of Households 1,27,11,146 4,16,508 11344

Population 6,85,48,437 20,37,573 56332

Male 3,55,50,997 10,25,422 28818

Female 3,29,97,440 10,12,151 27514

Scheduled Tribes 92,38,534 1,44,578 3510

Scheduled Castes 1,22,21,593 3,98,096 10090

Literacy 66.11% 62.39% 53.12%

Sex Ratio (Females per 1000 Males) 928 987 955

Source: Census of India, 2011

3.13.5 Baseline Data and Analysis

The socio-economic study has been conducted on the basis of secondary data available. The

study area was categorized on the basis of the distance of the villages from plant site. Primary

zone was identified from 0 to 3 km radius area, Secondary zone in 3 to 5 km and Outer zone in 5

to 10 km radius area from the plant & mine site. Information were collected from the data of

census 2011 and the secondary information collected from various government departments like

health department, agriculture department, IMD etc.

3.13.6 Demographic Profile of the Study Area

The population as per 2011 Census records is 56332 (for 10 km radius buffer zone). Table - 3.22

shows demographic profile of study area that total no. of household is 1163, 3630 and 6551

respectively in primary, secondary and outer zone. Sex ratio is 951, 936 and 967 (females per 1000

males) observed in primary, secondary and outer zone respectively. SC population distribution is

777, 3492 and 5821 respectively in primary, secondary and outer zone. ST population distribution is

2722, 19 and 769 respectively in primary, secondary and outer zone respectively. Literacy rate is

35.05%, 53.75% and 56.10% in primary, secondary and outer zone respectively. Average household

size is 4.96. Demographic profile of study area is given in table 3.22 below:





Table - 3.22

Socio-Economic Profile of Study Area (Plant and Mine)

S.

No.

Village

Name

No. of

Household

Total

Population

Total

Male

Total

Female

Sex

Ratio

SC

Population

ST

Population

Literacy

Rate (%)

Total

Working

Population

Total Main

Worker

Total

Marginal

worker

Total Non-

Worker

Population

0 - 3 km

1. Village Bhimgarh 409 2143 1117 1026 919 546 6 43.95 717 566 151 1426

2. Village Kundal 493 2717 1388 1329 957 9 2687 23.06 1387 715 672 1330

3. Village Patan 222 1189 591 598 1012 222 0 42.35 390 383 7 799

4. Village Kerpura 39 160 87 73 839 0 29 57.89 42 38 4 118

SUB - TOTAL 1163 6209 3183 3026 951 777 2722 35.05 2536 1702 834 3673

3 - 5 km

1.Village Ramawas

Khurd216 997 477 520 1090 202 0 51.70 502 189 313 495

2. Village Butiwas 635 3356 1762 1594 905 867 0 49.73 1641 1318 323 1715

3. Village Ras 1881 9511 4973 4538 913 1765 3 60.21 3389 2686 703 6122

4. Village Pratabgarh 260 1051 510 541 1061 311 0 45.21 518 186 332 533

5. Village Devgarh 176 900 444 456 1027 122 0 34.58 534 354 180 366

6. Village Pratabgarh 369 1828 959 869 906 145 16 41.21 1052 513 539 776

7. Village Gopalpura 93 465 230 235 1022 80 0 60.52 122 108 14 343

SUB - TOTAL 3630 18108 9355 8753 936 3492 19 53.75 7758 5354 2404 10350

5 - 10 km

1. Village Paliyawas 283 1400 730 670 918 107 0 47.06 499 391 108 901

2. Village Rupnagar 102 449 210 239 1138 10 8 51.73 129 114 15 320

3. Village Tunkra 368 1685 834 851 1020 368 0 40.36 823 636 187 862

4. Village Nayagaon 148 671 358 313 874 55 464 42.91 388 214 174 283

5. Village Babra 861 4118 2126 1992 937 787 254 62.65 1791 1518 273 2327

6. Village Ramgarh 173 1072 550 522 949 0 0 61.14 469 416 53 603

7. Village Chainpura 112 557 293 264 901 0 0 54.07 199 194 5 358

8. Village Dayalpura 206 1023 548 475 867 383 1 43.77 518 230 288 505





S.

No.

Village

Name

No. of

Household

Total

Population

Total

Male

Total

Female

Sex

Ratio

SC

Population

ST

Population

Literacy

Rate (%)

Total

Working

Population

Total Main

Worker

Total

Marginal

worker

Total Non-

Worker

Population

9. Village Ballupura 185 997 502 495 986 291 0 49.81 339 261 78 658

10. Village Rabariyawas 1050 5380 2793 2587 926 856 16 60.40 1783 1611 172 3597

11. Village Nimbera Khurd 164 819 407 412 1012 331 2 59.22 364 361 3 455

12. Village Chaundiya 540 2385 1123 1262 1124 641 11 55.62 1146 679 467 1239

13.Village Khera

Mamawas227 1080 529 551 1042 207 0 51.16 657 574 83 423

14. Village Girri 619 3011 1532 1479 965 1052 0 65.68 1149 958 191 1862

15. Village Nanana 460 2253 1144 1109 969 235 0 56.94 1024 992 32 1229

16. Village Shyampura 183 754 374 380 1016 1 1 50.42 330 235 95 424

17. Village Bhanwariya 225 1159 610 549 900 80 0 56.81 583 284 299 576

18. Village Patan 319 1607 858 749 873 183 12 48.73 587 438 149 1020

19. Village Kolpura 173 965 467 498 1066 110 0 55.40 431 216 215 534

20. Village Ramgarh 153 630 292 338 1158 124 0 57.49 338 221 117 292

SUB - TOTAL 6551 32015 16280 15735 967 5821 769 56.10 13547 10543 3004 18468

GRAND TOTAL 11344 56332 28818 27514 955 10090 3510 53.12 23841 17599 6242 32491







3.13.6.1 Demographic Profile

The population as per 2011 Census records is 56332 (for 10 km radius buffer zone). Table - 3.23

shows demographic profile of study area that total no. of household is 1163, 3630 and 6551


males) observed in primary, secondary and outer zone respectively. Average household size is

4.96.

Table - 3.23

Demographic Profile of Study Area (Plant and Mine Site)

ZoneNo. of

Villages

Total

Household

Total

Population

Total Male

Population

Total Female

PopulationSex Ratio

Primary Zone (0 - 3 Km) 4 1163 6209 3183 3026 951

Secondary Zone (3 - 5 Km) 7 3630 18108 9355 8753 936

Outer Zone (5 - 10 Km) 20 6551 32015 16280 15735 967


Figure - 3.16: Demography Profile of the study area

3.13.6.2 Vulnerable Group

While developing an Action Plan, it is very important to identify the population who fall under

the marginalized and vulnerable groups and special attention has to be given towards these

groups while making action plans. Special provisions should be made for them. In the observed

villages, schedule caste (S.C.) population is 17.91% and Schedule Tribe population 6.23% in study

area while 75.85% of the population has been observed as others.

Table - 3.24

SC/ST Population of the Study Area

Zone No. of VillagesTotal

Household

Total

Population

SC

Population

ST

Population

Primary Zone (0 - 3 Km) 4 1163 6209 777 2722

Secondary Zone (3 - 5 Km) 7 3630 18108 3492 19

Outer Zone (5 - 10 Km) 20 6551 32015 5821 769

Total 31 11344 56332 10090 3510







Figure 3.17: SC / ST Population within 10 Km Study Area

3.13.6.3 Literacy Rate

Literacy Rate is the percentage of people in the area with the ability to read and write. The analysis

of the literacy levels is done in the study area. The 10 km radius study area demonstrates a literacy

rate of 53.12% as per census data.

The male literacy rate in the study area works out to be 69.83% whereas the female literacy rate,

which is an important indicator for social change, is observed to be 35.82% in the study area as per

the census data 2011. This indicates that there is a need to focus in sociological aspect in the region

and enhance further development.

The distribution of literates and literacy rates in the observed village is given in Table- 3.25.

In the present study, the literacy rate is average level in the study area. 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.

Table - 3.25

Literacy Level of the Study Area

ZoneNo. of

Villages

No. of

Male

Literate

No. of

Female

Literate

Total

Literate

Population

Male

Literacy

Rate

Female

Literacy

Rate

Total

Literacy

Rate

Primary Zone (0 - 3 Km) 4 1273 454 1727 50.18 19.00 35.05

Secondary Zone (3 - 5 Km) 7 5408 2556 7964 71.03 35.48 53.75

Outer Zone (5 - 10 Km) 20 9859 5183 15042 72.84 39.03 56.1







Figure - 3.18: Gender Wise Literacy Details

3.13.6.4 Economic Activities

The economy of an area is defined by the occupational pattern and income level of the people in

the area. The occupational structure of residents in the study area is studied with reference to

work category. The population is divided occupation wise into three categories, viz., main

workers, marginal workers and non-workers. The main workers include cultivators, agricultural

laborers, those engaged in household industry and other services.

The marginal workers are those 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 like,

students, retired persons, dependents, beggars, vagrants etc. besides institutional inmates or all

other non-workers who do not fall under the above categories.

Table - 3.26

Work Forces of the Study Area

Name of Villages Total Worker Main Worker Marginal Worker Non Worker

Primary Zone (0 - 3 Km)

Village Bhimgarh 717 566 151 1426

Village Kundal 1387 715 672 1330

Village Patan 390 383 7 799

Village Kerpura 42 38 4 118

Sub - Total 2536 1702 834 3673

Secondary Zone (3 - 5 Km)

Village Ramawas Khurd 502 189 313 495

Village Butiwas 1641 1318 323 1715

Village Ras 3389 2686 703 6122

Village Pratabgarh 518 186 332 533

Village Devgarh 534 354 180 366

Village Pratabgarh 1052 513 539 776

Village Gopalpura 122 108 14 343

Sub - Total 7758 5354 2404 10350






Name of Villages Total Worker Main Worker Marginal Worker Non Worker

Outer Zone (5 - 10 Km)

Village Paliyawas 499 391 108 901

Village Rupnagar 129 114 15 320

Village Tunkra 823 636 187 862

Village Nayagaon 388 214 174 283

Village Babra 1791 1518 273 2327

Village Ramgarh 469 416 53 603

Village Chainpura 199 194 5 358

Village Dayalpura 518 230 288 505

Village Ballupura 339 261 78 658

Village Rabariyawas 1783 1611 172 3597

Village Nimbera Khurd 364 361 3 455

Village Chaundiya 1146 679 467 1239

Village Khera Mamawas 657 574 83 423

Village Girri 1149 958 191 1862

Village Nanana 1024 992 32 1229

Village Shyampura 330 235 95 424

Village Bhanwariya 583 284 299 576

Village Patan 587 438 149 1020

Village Kolpura 431 216 215 534

Village Ramgarh 338 221 117 292

Sub - Total 13547 10543 3004 18468

Grand Total 23841 17599 6242 32491


Figure 3.19: Working Details

The above table shows that the percentage of total working population and non-working

population is 42.3% and 57.7% respectively of whole population of observed villages. As per census

data 2011, the ratio of non-working population is more than working population in the study area.






3.13.7 Conclusion

The socio economic study of the study area gives clear picture of its population, average

household size, literacy rate, sex ratio etc, the literacy rate is concerned the study area has an

average (53.12%). It has schedule tribe and schedule castes.

The study area as a whole possesses average of infrastructural facilities. However, in comparison

with the facilities available in other parts of the area has basic amenities like higher education,

health, drinking water and communication network. The area is well connected with road

transport and communication facilities.

3.14 INDUSTRIES FALLING WITHIN 10 KM RADIUS OF THE AREA

Few industries are located within 10 km radius of the plant site; these are listed as shown in the

table below:

Table - 3.27

Industries Falling Within 10 Km Radius of the Area

S.

No.Name of the Industry

Direction from

Plant Site

Approx. Distance

from Plant Site

3. Ambuja Cements Ltd. (Unit - Rabriyawas) NW 6 Km

Source: Field Survey

3.15 CONCLUSION

The environment baseline study was conducted in the project area by both secondary data and

primary data collections. Abiotic factors including air, water and soil were studied for the core and

buffer zone.

It was found that most of the parameters were within the limits as per the Indian Standards.

Similarly, the study for the biotic factors was conducted. It can be concluded that the present

environment status of the study area is good enough for the project expansion activity. Adoption

of adequate pollution control measures will protect the surrounding environment.




Chapter - IV of Final EIA / EMP Report


CHAPTER - IV

ANTICIPATED ENVIRONEMNTAL IMPACTS AND MITIGATION MEASURES

4.1 ENVIRONMENTAL IMPACT STUDY

The anticipated environmental impacts of the proposed expansion of cement project would be

mainly due to the construction and operational activities.

These operations can disturb the environment in various ways, such as change in air, noise level;

water and soil quality of that particular area. While for the purpose of development and economic

up-liftment 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 expansion

project on different environmental parameters, so that abatement measures could be planned in

advance for eco-friendly operation of Cement Project, Captive Thermal Power Plant and Synthetic

Gypsum Plant in the area.

4.2 IMPACT DUE TO PROPOSED EXPANSION ACTIVITY

Impacts due to any project activity have been divided according to the temporal scale into

Impacts during Construction Phase and Impacts during Operation Phase .

The impacts on different environmental parameters, due to the proposed expansion project, will

be due to various activities carried out during construction phase and operation phase;

Construction activity spreads over pre-construction, machinery installation and commissioning

stages and ends with the induction of manpower and start-up. During operation phase of the

proposed expansion project, the impacts will be mostly permanent and irreversible in nature.

4.3 ANTICIPATED IMPACTS DURING CONSTRUCTION PHASE

Total plant area is 231.54 ha (which includes 187.56 ha existing plant area and 43.98 ha additional

area within plant boundary); 72.7 ha area is also available outside the plant boundary for future

use. Proposed expansion will be done on additional area available within the plant boundary.

During construction, the activities related to land de-weeding, leveling of site and construction of

building structures and installation of machineries and equipments will lead to emission of

particulate matter. Construction activities during this stage will temporarily alter the environment

of the nearby area due to movement of heavy machineries and vehicles.

4.3.1 Impact on Topography and Land Use

Topography of the site is generally flat with an elevation range of 374 - 400 m. 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 expansion project.

The present land use of the plant site is industrial; proposed expansion will be done on additional

area within the existing plant premises by, thus, there is no change of the land use of the area.






Apart from the temporary change in soil profile within the plant site, there will not be any adverse

impact on the surrounding land use during the construction period.

4.3.2 Impact on Air Quality

Dust emissions are the major emissions during construction phase. The main sources of dust

emission are the movement of equipment at site, leveling, grading, earthwork and foundation

works. Exhaust emissions from vehicles and equipment to be deployed during the construction

phase is also likely to result in marginal increase in the levels of SO2, NOxand CO. The impact will be

for short duration. This will be confined within the plant boundary and is expected to be negligible

outside the plant boundary. The impact will, however, be reversible, marginal and temporary in

nature.

Construction equipment having PUC certificate will be deployed during the activity to restrict

exhaust emission. Proper maintenance of vehicles and construction equipment will help in

controlling the gaseous emissions. Water sprinkling on roads and construction site will prevent

fugitive dust.

In addition to above, dust will also be generated from stockpiles of construction material

(aggregates and sand). To prevent this, stockpiles will be aligned properly with slopes stabilized

and max. height will be maintained.

4.3.3 Impact on Noise Levels

During construction phase, noise will be generated due to following activities / processes:

Movement /operation of transport and construction vehicles / equipment

Transportation of equipment, materials and people

Other important activities involved in construction stage such as excavation, earthmoving,

compaction, concrete mixing, crane operation, steel erection, mechanical /electrical

installation

Piling work during laying down of foundation for infrastructure

The noise generation during construction phase will be temporary and will be limited to the plant

site. The vehicles used for movement will be taken for preventive maintenance to reduce noise

generation at source.

4.3.4 Impact on Water Resources and Water Quality

The water requirement during the construction phase will be approximately 200 KLD.

Groundwater will be stored in RCC tank / overhead and used in civil construction, canteen, besides

domestic use by construction workers. Construction workers will be brought from nearby villages.

About 20 KLD of wastewater will be generated from the construction site. The wastewater will be

taken to Soakpit and septic tank. The treated wastewater will be recycled for civil construction

and greenbelt development / plantation purpose. Storm water drains will be made immediately

after starting construction activity. The drains will be properly aligned in conformity with the site






drainage pattern so that the alteration is kept to the minimum and flooding or soil erosion does

not occur.

Sedimentation pits will be provided at appropriate location to trap the silt laden runoff water and

prevent excessive silt from going outside. The storm water drains will be diverted to a water

reservoir to collect the runoff. This stored water will be utilized for civil construction purpose.

Thus, there will not be any discharge from the site which can have any impact on the water

quality.

4.3.5 Impact on Soil

During construction activity, the impact on soil will be limited to the construction site only. Impact

on soil during construction would be mainly due to the left out of construction material used.

Careful design, planning and good site management would minimize wastage of materials such as

concrete, mortars and cement grouts. Construction wastes will be segregated as much as possible

at site itself to increase the feasibility of recycling concrete and masonry as filling material and

steel pieces as saleable scrap.

Litter disposal and collection points will be established around the work sites. Empty packaging

materials, drums, glass, tin, paper, plastic, pet bottles, wood, thermocol and other packaging

materials, etc. will be disposed through recyclers (locally called kabadis). The construction spoils

will be temporarily stored at designated dumpsite located inside the plant premises.

4.3.6 Impact on Socio-Economic Environment

The social impact during the construction stage will be of beneficial nature. About 500 people will

get employment during the construction stage on daily average basis. Proposed expansion

project will result in growth of the surrounding areas by increased direct and indirect employment

opportunities in the region including ancillary development and supporting infrastructure.

Local people will be given preference for employment on the basis of their skill and experience.

Further, the project will also lead to the development of market, trade centers, activities etc.

4.4 ANTICIPATED IMPACTS DURING OPERATION PHASE AND PROPOSED MITIGATION MEASURES

The process involved in the proposed expansion of cement production capacity has varying

impacts on the different components of the environment. All these impacts will be considered for

impact assessment and accordingly the mitigation measures will be adopted. The design basis for

all process units will lay special emphasis on measures to minimize the impact at source itself.

4.4.1 Impact on Land Use Pattern

Total plant area is 231.54 ha and proposed expansion will be done on additional area available

within the existing plant premises. Therefore, no change in existing land use pattern within the

core zone is envisaged, except for green area, which will be increased during plant operation. At

present, plantation has been done in 63.8 ha (34%of the total existing plant area i.e. 187.5), and

additional 14.5 ha will be further developed for this proposed expansion.






4.4.2 Impact on Air Quality and Mitigation Measures

4.4.2.1 Impact due to operation of proposed expansion project

The operational phase of the proposed expansion project comprises of various activities each of

which will have an impact on air quality. The impact on air quality can be due to:

Fugitive emissions

Stack emissions

A) Fugitive Emissions

Fugitive emissions in cement plant is due to various process and non-process related activities which

are given below:

Process related activities

Material Handling and Transfer

o Loading and unloading operation of raw material and finished product

o Transfer operations (Transfer Points)

o Silos Vent

Milling Operations

o Primary and Secondary crushing of limestone, coal and petcoke

o Grinding of clinker, fly ash and gypsum

Non-process related activities

Vehicular Traffic

o Movement of raw material and finished product by trucks / trailer from main gate to

designated place inside the plant and vice-versa

o Movement of personnel vehicles

Material Storage

o Material (e.g. limestone) stored in open yard

Adequate pollution control measures have been / will be taken to keep the fugitive emissions from all

sources within the statutory norms, brief of which are given below:

Limestone is being / will be transported to cement plant from crusher via covered conveyor

belt.

A set of water spray nozzles is being / will be provided over the conveyor belt in the stacker

feed point.

Bag filters is being / will be installed at all material transfer points.

Sprinkling of water on roads is being / will be done.

Regular cleaning and sweeping of roads, near-by area of storage yard etc. is being / will be

done.

Details on fugitive emission control measures is given in Chapter - X of this EIA/EMP Report.






B) Stack Emissions

In a cement plant, the major emission from stack is Particulate Matter (PM) emissions. In addition,

gaseous pollutants (SO2, NOx and CO) are also anticipated from stack emissions andvehicular

emissions.

Efficient Air Pollution Control Equipment (APCE) like Bag House / Bag Filter / ESP is being / will be

installed at all major stacks to keep the emissions within the permissible limits.

Pyro-process itself acts as a long SO2 scrubber. Kiln with pre heater /Calciner removes 70-95% SO2

emissions. Installation of a good burner system will provide improved combustion efficiency of

the fuel and also avoid flame impingement on the raw materials.

NOx generation takes place at high temperature and excess air. Low NOx burner is being / will be

installed for fuel burning along with calciner for low NOx formation.

Vehicles and machineries is being / will be regularly maintained. Proper upkeep and maintenance of

vehicles is being / will be done.

Hence, the overall quality of the ambient air will be maintained within the limit prescribed by

CPCB/SPCB after the commencement of the operation of proposed expansion project.

4.4.2.2 Air Quality Predictions through Mathematical Modeling

The present study assesses the impact on air environment due to Expansion of Integrated Cement

Project - Clinker (10.4 to 15.0 Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW),

CPP (180 MW) along with Synthetic Gypsum Unit (1560 TPD) and DG Sets (1000 to 2000 KVA) near

Village: Ras, Tehsil: Jaitaran, District: Pali, Rajasthan by M/s. Shree Cement Ltd. (SCL).

This report gives the peak incremental ground level concentrations of PM, SO2 and NOx up to a

distance of 10 km radius from the plant site and also the cumulative peak incremental

concentrations of PM10 due to proposed expansion activities of plant and captive mine of SCL.

The concentrations have been predicted in all directions covering all types of weather conditions.

Spatial distributions of all the pollutants are also presented in the form of Isopleths.

4.4.2.2.1 Air Pollution Modeling

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 8.1 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.

4.4.2.2.2 Pollutants/Model Options Considered for Computations

The model simulations deal with major pollutant Particulate Matter (PM), SO2 and NOx emitted

from the proposed expansion project of cement plant. Particulate matter (PM) pollutants in case

of limestone mining activity have been only considered and there is no major fuel combustion

during the mining activity. Hence, gaseous emission has not been considered for mining activity.






4.4.2.2.3 Model Options Used for Computations

The options used for short-term computations in AEROMOD 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 physio-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 total 20 km with 500-m interval.

4.4.2.2.4 Model Input Data

a) Meteorological Data

Meteorological inputs required are Temperature, Relative Humidity, Wind Speed and Wind

Direction etc. which was recorded at site during Summer Season (March to May, 2015).Hourly

Meteorological Data has been enclosed as Annexure -4 with this Final EIA / EMP Report.

b) Stack Emission Data

The emission details are given in Tables - 4.1.

Table - 4.1

Stack Emission Details

S.No.

Stack attached to

Heightfrom

groundlevel (m)

InternalDiameter

(Top)

(m)

Emission Rate (kg/hr) ExitVelocity(m/sec)

Exhaust Gas

Temp.(oC)

Density

(kg/Nm3)

Specific

Heat(kj/kgoC)

Volumetric

Flow

(m3/hr)PM SO2 NO2

1. Raw Mill & Kiln - IX 150 5 23.53 146.61 627.37 32.89 240 1.4 1.045 1350000

2. Coal Mill - IX 63 2 4.21 NA NA 21.58 120 1.35 1.045 185000

3. Clinker Cooler - IX 60 4.3 13.05 NA NA 28.15 275 1.29 0.878 800000

4. Raw Mill & Kiln - X 150 5 23.53 146.61 627.37 34.82 240 1.4 1.045 1350000

5. Coal Mill - X 63 2 4.21 NA NA 21.58 120 1.35 1.045 185000

6. Clinker Cooler - X 60 4.3 13.05 NA NA 28.15 275 1.29 0.878 800000

7. Raw Mill & Kiln - 11 150 5 23.53 146.61 470.53 34.82 240 1.4 1.045 1350000

8. Coal Mill - 11 63 2 4.21 NA NA 21.58 120 1.4 1.045 185000

9. Clinker Cooler - 11 60 4.3 13.05 NA NA 28.15 275 1.29 0.878 800000

10. Cement Mill VRM 50 4 11.72 NA NA 36.67 93 1.29 0.878 480000

11.Cement Mill - BallMill

27 1.63 1.60 NA NA 30.01 90 1.29 0.878 65000

12.Ball Mill withSynthetic Gypsum

27 1.63 1.60 NA NA 30.01 90 1.29 0.878 65000






c) Area Emission Source

The emissions from the proposed captive mine have been computed using empirical factor given

in Indian Mining and Engineering Journal . The details of emission computed from mining

operations are given below:

Existing Limestone Mine (ML Area: 750 ha)

Total Limestone Handling in the mine is 79062.5 TPD on the basis of 320 working days per annum.

Per hour handling of limestone (on the bases of 24 hr/day operation or three shifts) is 3294.2 t/ hr.

Total OB Handling in the mine is 34954 TPD on the basis of 320 working days per annum. Per hour

handling of OB (on the basis of 24 hr/day operation) is 1456 t/ hr.

Total handling of material will be 4750.61 t/ hr.

Rate of emission being 23.6 kg/ hr for handling 1000 ton the emission rate shall be

= 4750.61 X 23.6 = 112.11 kg/hr or 31.14 gm/ sec

1000

The above mentioned emission rates are uncontrolled emissions. Due to installation and operation

of dust control measures at mining site, the emissions will be one third of established emissions.

This is based on experience and literature. Accordingly, rates considered, in the mathematical

modelling is equal to 10.38 gm/sec (31.14/3).

The emission rates and conditions have been summarized in Table below.

Table - 4.2

Emission Rate and Emission Conditions

1. Mine Area

Total Limestone Handling

=

=

750 ha

25.3 MTPA

2. Dust Emission Rate

(i) Uncontrolled

(ii) Controlled

31.14 gm/s

10.38 gm/s

Emission Temperature = Ambient

4.4.2.2.5 Modeling Procedure

Prediction of ground level concentrations (GLC s) due to proposed expansion of Cement plant has

been made by AERMOD version 8.1 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:






4.4.2.2.6Gaussian Plume Model

The AERMOD version 8.1 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.

4.4.2.2.7 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).

4.4.2.2.8 Stability Classification

Hourly stability is determined by wind direction fluctuation method as suggested by Slade (1965) and

recommended by CPCB (PROBES/70/1997-1998).

a = Wdr/6

a, 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

4.4.2.2.9 Dispersion Parameters

Dispersion parameters y and z for open country conditions (Briggs, 1974) are used as the project is

located on a flat terrain in a rural area. 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






4.4.2.2.10 Mixing Height

As site specific mixing heights were not available, mixing heights based on IMD publication, Atlas of

Hourly Mixing Height and Assimilative Capacity of Atmosphere in India , has been considered for

Industrial Source Complex model to establish the worst case scenario.

Table - 4.3

Mixing Height for the Plant Site - Summer Season

Time (Hours) Mixing Height (m)

0600 110

0700 100

0800 175

0900 350

1000 875

1100 900

1200 1500

1300 1800

1400 2350

1500 2550

1600 2350

1700 2225

1800 2200

1900 1750

2000 1525

Source: IMD publication, Atlas of Hourly Mixing Height and Assimilative Capacity of Atmosphere in India

4.4.2.2.11 Presentation of Results

In the present case, model simulations have been carried using the hourly Triple Joint Frequency data.

Short-term simulations were carried to estimate concentrations at the receptors to obtain an

optimum description of variations in concentrations over the site in 10 km radius covering 16

directions.

The incremental concentrations are estimated for the monitoring period. For each time scale, i.e. for

24 hr the model computes the highest concentrations observed during the period over all the

measurement points.

Existing value has been covered in the Background Ambient Air Quality Monitoring.

Table - 4.4

Peak Incremental Concentration for Different Scenarios

ScenariosIncremental Concentration of Pollutants, µg/m3

PM SO2 NO2

Cement Plant Expansion only 3.22 1.32 4.30

Mine only 4.86 - -

Cement Plant and Mine - Cumulative Impact 4.98 1.32 4.30






For Particulate Matter, maximum GLC for Cement Plant expansion is found to be 3.22 µg/m3 50m away

from the plant boundary (Figure 4.1). For Mine expansion project, maximum GLC for PM is found to

be 4.86µg/m3 400m away from mine pit within mine lease boundary. Maximum GLC for PM for

cumulative impact have been found to be 4.96 µg/m3 along plant boundary 400m away from stack

location towards NE direction (Figure 4.4).

Gaseous emission will be mainly due to cement plant expansion only, and mining activity will have no

significant impact on the gaseous emission as explained above. Maximum GLC for SO2 is found to be

1.32 µg/m3900m away from the plant boundary in NE direction. Contours for the incremental SO2

concentrations on the mining area are shown due to the plant activity itself (Figure 4.2).

Maximum GLC for NO2 is found to be 4.30 µg/m3 at NE plant boundary, 900m away from the stack

location. Contours for the incremental NO2 concentrations on the mining area are shown due to the

plant activity itself (Figure 4.3).

The maximum incremental GLCs due to the proposed expansion of cement plant and proposed mine

for PMare superimposed on the maximum baseline PM concentrations recorded at the monitoring

locations during the field monitoring period. The maximum GLCs after implementation of the

proposed expansion project are very much likely to be within the prescribed NAAQ standards.

There will be no significant threat to the gaseous pollutants of the ambient air quality; however,

concentration of particulate matter is a subject of concern - though not immediate. Proper mitigation

plan for dust control has to be implemented in both the plant premises and mining lease area.






Figure 4.1: Isopleth showing the incremental GLCs of PM10 due to Plant activities






Figure 4.2: Isopleth showing the incremental GLCs of SO2due to Plant activity






Figure 4.3: Isopleth showing the incremental GLCs of NO2 due to Plant activities






Figure 4.4: Isopleth showing the incremental GLCs of PM due to Plant and Mining activities






4.4.2.3 Impact due to Transportation of Raw Material and Finished Product

Shree Cement Plant at Pali is well connected with NH - 14 (~ 19.5 Km in SE direction) and SH - 39

(~1.5 Km in NE direction). Nearest Railway Station is Beawar Railway Station which is about 21 km

in SE direction from the plant site. Nearest Airport is at Jodhpur which is approx. 113 km in West

direction from the plant site.

Major raw material used for manufacturing of cement i.e. Limestone is being / will be transported

by covered conveyor belt; thus, there is being / will be no impact due to transportation of the

same.

Fly ash is being / will be transported through closed bulkers; thus, no harmful effect is anticipated

on the surrounding environment due to transportation of fly ash.

Existing Traffic Survey

Traffic survey has been conducted for 24 hours at SH - 39 (Beawar to Ras Road). This approach

road connects the plant site to NH - 14; which is approx. 19.4 Km in SE direction from the plant site.

The traffic survey monitoring was done in June, 2015 to predict the future traffic growth and the

load on the plant road and surroundings due to the proposed expansion project.

Measurements of Traffic density were made continuously for 24 hours by visual observation and

counting of vehicles under four categories, viz., heavy motor vehicles, light motor vehicles,

two/four wheelers and others. Total numbers of vehicles per hour under the four categories were

determined. The details of the traffic volume count have been provided in Table 4.5 given below:

Table - 4.5

Traffic Volume Count Survey

S. No. TimeType of vehicle

Heavy Vehicle Four wheeler Two wheeler Others Total vehicle

1. 6:00 to 7:00 am 48 18 57 74 197

2. 7:00 to 8:00 am 44 16 48 84 192

3. 8:00 to 9:00 am 39 22 42 64 167

4. 9:00 to 10:00 am 49 27 49 63 188

5. 10:00 to 11:00 am 52 31 43 108 234

6. 11:00 to 12 noon 59 28 53 97 237

7. 12:00 to 1:00 pm 61 24 29 69 183

8. 1:00 to 2:00 pm 64 18 53 72 207

9. 2:00 to 3:00 pm 68 46 42 81 237

10. 3:00 to 4:00 pm 67 45 46 67 225

11. 4:00 to 5:00 pm 69 28 50 77 224

12. 5:00 to 6:00 pm 68 19 43 134 264

13. 6:00 to 7:00 pm 63 24 29 118 234

14. 7:00 to 8:00 pm 68 32 34 113 247

15. 8:00 to 9:00 pm 63 25 42 89 219

16. 9:00 to 10:00 pm 62 22 33 68 185

17. 10:00 to 11:00 pm 69 9 23 43 144








18. 11:00 to 12:00 pm 69 12 13 9 103

19. 12:00 to 1:00 am 74 0 9 3 86

20. 1:00 to 2:00 am 86 4 2 0 92

21. 2:00 to 3:00 am 84 3 6 9 102

22. 3:00 to 4:00 am 68 0 10 14 92

23. 4:00 to 5:00 am 69 9 18 68 164

24. 5:00 to 6:00 am 77 13 27 87 204

Grand Total 1540 475 801 1611 4427

Figure 4.5: Traffic Volume Count

Conclusion

From the study, it was observed that Traffic movement in the 10 Km radius of the study area is

busy. At present, the traffic load calculated at Beawar to Ras Road connecting plant site to SH - 39

is approximately 4427 vehicles per day. The study area is served by road transport. Most of the

villages are connected by bus / other transport services. The area has a moderate road network,

which includes National highway, Major District Roads and other roads.

Figure 4.5 clearly shows that Heavy vehicles (34.78%) runs mainly on Beawar to Ras Road followed

by Two wheeler (18.09%) and four wheelers (10.7%). Majority of the total traffic comprises of

others (36.39%), which includes three wheelers, tractors, animal drawn vehicles etc.

Additional Traffic due to Proposed Expansion Project

Both raw and finished materials will be transported by road as well as rail. Due to proposed

expansion project, there will be additional trucks to the existing traffic volume. Adequate parking

facilities will be provided to accommodate additional trucks within the plant premises.

Additional Traffic during operation of the plant due to raw material and finished products

transportation has been given in Table - 4.6(A) and 4.6 (B).








18. 11:00 to 12:00 pm 69 12 13 9 103

19. 12:00 to 1:00 am 74 0 9 3 86

20. 1:00 to 2:00 am 86 4 2 0 92

21. 2:00 to 3:00 am 84 3 6 9 102

22. 3:00 to 4:00 am 68 0 10 14 92

23. 4:00 to 5:00 am 69 9 18 68 164

24. 5:00 to 6:00 am 77 13 27 87 204

Grand Total 1540 475 801 1611 4427


Conclusion






















18. 11:00 to 12:00 pm 69 12 13 9 103

19. 12:00 to 1:00 am 74 0 9 3 86

20. 1:00 to 2:00 am 86 4 2 0 92

21. 2:00 to 3:00 am 84 3 6 9 102

22. 3:00 to 4:00 am 68 0 10 14 92

23. 4:00 to 5:00 am 69 9 18 68 164

24. 5:00 to 6:00 am 77 13 27 87 204

Grand Total 1540 475 801 1611 4427


Conclusion




















Table - 4.6 (A)

Inward Traffic due to the Raw Material Transportation*

Material Source / Origin DestinationType of vehicle and

Capacity

Number of Trips / Day (approx.)

Existing Additional

Laterite Bhilwara

Truck / 30 Tonnes 51 17Lead Zinc Slag

Chhitorgarh (Raj) and other nearby

sources.

Gypsum


Chemical and

Imported)

Bikaner, Nagaur (Raj), SCL Units,

Gujarat, other sources and Other

countries

Truck / 30 Tonnes 44 22

Conc. Sulphuric acid Local market Tanker / 29 Tonnes 29 -

Fly Ash

STPS, Suratgarh; KTPS Kota; Chabra

and other power plants and other

nearby sources

Bulker / 30 Tonnes 303 151

Petcoke / Coal / lignite

Reliance, IOCL, Essar and other

Petrochemical Refineries, USA,

Swiss, Saudi Arabia, Rajasthan etc.

Truck / 30 Tonnes 440 115

TOTAL 867 305

*Considering 100% by Road to Calculate Maximum Pollution Load

Table - 4.6 (B)

Outward Traffic due to the Finished Product Transportation

Material Source / Origin DestinationType of vehicle and

Capacity

Number of Trips/ day (approx.)

Existing Additional

Clinker SCL, Balodadabazar - Bhatapara Truck / 30 Tonnes 517 198

Cement SCL, Balodadabazar - Bhatapara Truck / 30 Tonnes 889 444

TOTAL 1406 642

Traffic Projection and Impact due to Transportation

Due to the proposed expansion project, there will be addition of Heavy and Light motor vehicles

in the existing traffic.

The present road network is good enough to bear the increased traffic load. However, internal

and nearby roads will be maintained as and when needed to facilitate transportation.

Railway siding with loading / unloading facilities at Shree Cement Ltd. - Alternative option for

transportation

A railway siding connects the plant to Beawer Railway Station, which is about 21 km in SE direction

from the plant site. Emissions per ton - km of road transport are higher than emission per ton - km

caused by rail transport. Thus, SCL will achieve emission reductions by using rail as mode of

transport for clinker and cement.






Details of the raw material and finished products transportation by rail have been given in Table -

4.6 (C) and 4.6 (D).

Table - 4.6 (C)

Inward Traffic: Railways - Raw Material

MaterialNo. of Wagon and

Capacity

Number of Trips / day (approx.)

Existing Additional

Laterite / Lead Zinc Slag 60 / 55 Tonnes 0.460.16 (One train with 60 numbers

wagon in five days)

Gypsum (Mineral, Synthetic,

Chemical and Imported)60 / 55 Tonnes 0.40

0.2 (One train with 60 numbers

wagon in three days)

Petcoke/Coal/ Lignite 60 / 55 Tonnes 4 1

Table - 4.6 (D)

Outward Traffic: Railways - Finished Products

MaterialNo. of Wagon and

Capacity

Number of Trips / day (approx.)

Existing Additional

Clinker 60 / 55 Tonnes 5 2

Cement 60 / 55 Tonnes 8 4

Thus, the environmental impact is considered to be positive based on reduced air pollution

basically of particulate matter as emitted by diesel trucks. Overall fossil fuel consumption will be

reduced, resulting reduction of emissions of the release of CO2 and CH4, NOx etc.

SCL will take all appropriate measures to reduce the impact of transportation. Proper mitigation

measures will be adopted by SCL to minimize traffic flow to the best possible extent resulting in

low level of dust, noise and gaseous emissions.

Anticipated Impacts

Increase in traffic density will lead to air pollution.

Movement of vehicles will cause noise pollution.

No direct impact is envisaged on the flora and fauna of the area.

Increased traffic may cause accidental incidences and public health problems.

Mitigation Measures

Vehicles with PUC Certificate will be hired.

Vehicles will be covered with a tarpaulin and not over loaded.

Un- necessary blowing of horn will be avoided.

Roads will be maintained in good condition to reduce noise due to traffic.

Greenbelt of appropriate quality and width will be developed.

To avoid accidents, the speed of vehicles will be low near habitation areas.






4.4.3 Impact on Noise Level and Mitigation Measures

During operation phase, noise is being / will be generated due to following activities / processes:

Operation of plant machineries viz. kiln, exhaust fans, grinding mills, crushers, compressors,

pumps and motors etc. It may be due to poor lubrication, worn out parts, loosened nuts/

bolts, improper foundation and its mountings, flattened springs support etc.

Movement of vehicles and other ancillary activities

With increasing distance from the source, the noise level decreases due to wave divergence.

Additional decrease also occurs due to atmospheric effects and interaction with objects in the

transmission paths. Following noise abatement measures is being / will be taken:

Persons working just close to machine and machine operators is being / will be provided

with personal protective equipment viz. Ear plugs / Ear muffs etc.

Proper maintenance, oiling and greasing of machines at regular intervals is being / will be

done to reduce generation of noise

Greenbelt of appropriate width at the plant boundary is being developed

Regular monitoring of noise level is being / will be carried out and corrective measures in

concerned machinery is being / will be adopted accordingly to the possible extent

4.4.4 Impact on Water Quality and Mitigation Measures

The water requirement for existing Integrated Cement Plant is 2800 m3/day. Additional 700 will be

required for the proposed expansion project; hence, the total water requirement after the

proposed expansion project will be 3500 m3/day; which will be sourced from Ground water.

Permission for withdrawal of ground water has already been obtained from CGWA.

No waste water is likely to be generated during cement manufacturing process. No waste water

will be discharged outside the plant premises. Therefore, operation of proposed expansion of

Cement Plant will not pose any adverse impact on the ground water resources of the area.

Domestic wastewater generated from plant and colony is being / will be treated in STP and

treated water is being / will be utilized for greenbelt development / plantation. RO reject water is

being / will be used in Synthetic Gypsum manufacturing process, ash quenching and dust

suppression. Rain water harvesting is being practiced inside the plant and colony premises.

Regular monitoring of water quality is being / will be carried out. Training and awareness

programmes on water conservation measures will also be organized for the locals.

4.4.5 Impact on Soil and Mitigation Measures

The soil of the area may get affected due to operational activities, 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 or ground 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 unit activities in the area.

Efficient Air Pollution Control Equipment (APCE) like Bag House / Bag Filter / ESP is being / will be

installed at all major stacks of cement plant to keep the emissions within 30 mg/Nm3. Adequate stack

height helps to control dust emissions. No waste water will be discharged outside the plant

premises. A horticulturist has been engaged who ensures soil quality improvement in the plant

area, by adequate manuring and fertilizing. Therefore, no adverse impact on the soil quality of the

area is anticipated.

Besides, soil samples are being collected and tested at regular intervals from the nearby areas.

This helps in mitigation of any harmful impact on soil due to the project expansion activity, if any,

and the same will be practiced after proposed expansion also.

4.4.6 Impact due to Solid and Hazardous Waste Generation

No solid waste is being / will be generated from the cement manufacturing process. Dust collected

from air pollution control equipment is being / will be totally recycled in process. Sludge from

Sewage Treatment Plant (STP) is being / will be used as manure for greenbelt development /

plantation. Fly ash generated from captive power plant is being / will be utilized in cement

manufacturing process.

No hazardous waste is being / will be generated except the used oil which is being / will be

collected in drums, temporarily stored at earmarked place and is being / will be sold to the

authorized CPCB recyclers.

4.4.7 Impact on Biological Environment

There are no direct or indirect evidence of presence of any major wildlife in the core and buffer

areas of the project. There is no National Park, Wildlife Sanctuary, Biosphere Reserves (existing as

well as proposed) in the study area; there is only one Reserve Forest and one Protected Forest

within 10 km of the plant area. No Schedule- I species were recorded in the core and buffer zone

of plant area during the biological survey.

There may be an impact on the biological environment of the area due to operation of cement

plant, if proper care will not be taken:

i) Particulate matter emissions from stack and fugitive emissions due to transportation

activity & material handling may degrade the soil quality of surrounding environment that

may affect the biodiversity of surrounding environment.

Particulate matter emission may cause migration of wild animals and bird.

Fugitive emissions (dust) may impact the terrestrial flora. The settlement of dust on the

laminar surface of plants can impede the efficiency of photo-transduction and thereby,

affect the productivity of plants. In some of the plant, it may also smother the leaf surface

blocking stomata, resulting in reduced transpiration.






ii) Increased noise level due to running of machinery may scare the wild fauna and force them

to migrate to other areas.

The present running plant has no significant impact on surrounding ecology and biodiversity as

following mitigative measures have been / will be adopted by SCL:

Scaling up the greenbelt development and plantation in and around the Plant site.

Use of water sprinkler on the haul road to control fugitive emissions in the surrounding

environment.

Using paved roads for transportation to minimize fugitive emissions.

Transporting material in close truck and storing it under tarpaulin cover.

Transport vehicles and machinery will be properly maintained and periodically checked for

pollution level to reduce noise and gaseous emission in the surrounding environment.

4.4.8 Impact on Socio-Economic Environment

Project potential impacts on socio-economic environment are summarized below and categorized

either as positive / beneficial or negative / adverse impacts.

Positive impacts

Employment

Employment opportunities will be created by M/s. Shree Cement Ltd. during planning and

preparation, construction and operational phases of the proposed expansion project and it

will provide a sustainable and safe working environment for workers.

Community Skills Development

The employees will be benefited from the training programmes that are instituted by SCL to

enable the community labour force to work in different areas of production.

Improved Standards of Living

Employment opportunities created by the project will increase income and therefore

improve the overall standards of living in the area.

Community Organizational Capacity Development

Through engagement of community members in development structures such as

Community Development Committees, the community organizational capacity will be

developed.

Improved Water Supply

Supply of safe water for the community by M/s. Shree Cement Ltd. will improve health

standards and living conditions in the villages.

Economic Exposure and Development

Implementation of the project will make financial institutions as well as related economic

facilities, infrastructure and services available to the people. This will expose and introduce






the local population to factors of economic development including the banking system,

financial services, and credit and investment schemes.

In order to maximize the project s positive impacts during the construction phase, it is

proposed that local and national workers be used as much as possible and also, whenever

possible, local companies to supply the construction materials, therefore stimulating the

job market and the local economic activities.

Adverse Social Impacts

Health Impacts

The project has the potential for triggering health impacts through air pollutants from

heavy vehicles, increased dust, creation of breeding grounds for disease vectors, population

influx which might introduce new diseases in the area, and inadequate sanitation facilities.

Livelihood change

Due to the labour intensity of the manufacturing sector, the project will attract the more

able-bodied persons from the community which in turn will lead to low labor availability in

other sectors of the economy including agricultural, education and health skilled workers.

Local employment opportunities will be created by the project. This impact will not be

significant due to low level of education and skills in the area which will result in sourcing

skilled workforce from outside the immediate area. But the magnitude of this impact will

be high due to high number of dependents in a household.

Mitigation Measures

Mitigating Health Impacts

An awareness programme on health hazards can be implemented to safeguard the

employees as well as the local population s health. M/s. Shree Cement Ltd. should have a

clinic for its employees and also provide assistance, in conjunction with government and

NGOs, to the medical service for the villages. This way, the health issues can be monitored

and addressed.

Managing Loss of Livelihood and Income

To cushion the population against impacts of manufacturing unit closure, comprehensive

retrenchment packages that include adequate advance warning to employees and

contractors to allow them to source alternative opportunities should be undertaken.

4.4.9 Impact on Occupational Health and Mitigation Measures

The cement manufacturing 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. Cement industries experience risk of a

number of hazards inherent to the cement 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, and

Others

These mainly impact on those working within the industry, 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

Cement Plant, but most notably from, raw material handling, and clinker / cement grinding.

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

grinding mills;

Use of PPE, 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 raw meal (Powdered

limestone, additives etc. is heated in a pre-heater cyclone), hot clinker and operation &

maintenance of kilns or other 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 Equipment (PPE), 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 grinding mills, kiln, compressors, and motors are the main sources of noise and

vibrations in Cement Plant. Control of noise emissions will include the use of silencers for ID fans,

room enclosures for mill 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 (e.g. dump trucks,

front loaders, forklifts). Activities related to maintenance of equipments, including crushers, mills,

mill separators, fans, coolers, and 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.

Following management measures will be ensured to prevent the physical hazards in the 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 uses fall

protection.

Prescribed PPE has been provided to all workers exposed to open processes or systems.

In case of any accident immediate & proper medical care is being provided at the plant 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

4.5 SUMMARY AND CONCLUSION

The environmental impact evaluation of possible effects as a result of plant site activities and

operation on various environmental parameters is primarily based on careful study of Cement

Plant, Unit operations, surrounding environment etc. For various proposed expansion project

activities, effective Control Technology has been suggested with a view to mitigate the adverse

impact of unit operation on environmental parameters. The summary of anticipated adverse

environmental impacts and mitigation measures are given in Table - 4.7.






Table - 4.7

Anticipated Adverse Environmental Impacts and Mitigation

Discipline Anticipated Impact Mitigation Measures

Construction Phase

Air Increase in dust and NOx concentration

due to Leveling activity and Heavy

vehicular movement

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 Increase in noise level due to

Construction Equipment

Equipment will be kept in good condition to keep

the noise level within 90 dB(A)

Workers will be provided necessary protective

equipments e.g. ear plugs, earmuffs

Water Increase in suspended solids due to soil

run-off during heavy precipitation due to

Loose soil at construction site

Adequate drainage system for runoff water during

construction phase

Operation Phase

Air Increase in concentration of Particulate

Matter Emissions

Better maintenance and installation of pollution

control equipment like ESP / Bag House / Bag Filters

Covered storage facilities for raw material and

product

All the roads inside the plant premises will be

concreted

Water sprinkling to reduce the PM emission level

CPCB and CREP guidelines are being / will be

followed

Increase in NO2 emissions Low NO2 burners

Noise Increase in noise level within the plant

area

Equipment to be installed is designed to conform to

occupational noise levels prescribed by regulatory

agencies

Earmuffs/ Earplugs will be provided to persons

working in high noise zone

Properly insulated enclosures will be provided to

equipments making excessive noise

Greenbelt development/ plantation will help in

attenuating noise

Water Generation of waste water Domestic wastewater generated from plant and

colony is being / will be treated in STP and treated

water is being / will be utilized for greenbelt

development / plantation

RO reject water is being / will be used in Synthetic

Gypsum manufacturing process, ash quenching and

dust suppression.






Soil Degradation of soil quality due to

settling of air borne dust

Use of efficient pollution control systems

Maintained proper stack height

Soil samples are being/ will be collected periodically

and soil quality is being/ will be tested

Biological Environment

a. Terrestrial

Ecology

Positive as greenbelt of appropriate

width has been developed and

maintained by SCL in the area

-

b. Aquatic Ecology No impact as no effluent is being / will

be discharged outside the plant

premises

-

Socio-economic

Environment

Overall development of the area in

respect of the infrastructure

development, educational growth,

health facilities etc.

-

Considering all the above, it may be observed that the proposed expansion project will remain an

eco-friendly, which will produce very negligible dust emission and have no effluent discharge.




Chapter - V of Final EIA / EMP Report


CHAPTER-V

ANALYSIS OF ALTERNATIVES (TECHNOLOGY AND SITE)

5.1 ANALYSIS OF ALTERNATIVES

As per EIA Notification dated 14th Sept., 2006 as amended from time to time; the Chapter on

Analysis of Alternatives (Technology & Site) is applicable only, if the same is recommended at

the Scoping stage.

As per the ToR points issued by MoEFCC, New Delhi vide letter no. J-11011/343/2012-IA II (I) dated

10th Feb., 2016 for the proposed expansion project, the Analysis of Alternatives (Technology &

Site) is not required.

The existing technology used by SCL for manufacturing of cement is one of the best and proven

technologies; hence, no alternative technology has been analyzed.

Since, the proposed expansion project by SCL near Village: Ras, Tehsil: Jaitaran, District: Pali

(Rajasthan) will be done on additional available area within the existing plant premises; hence, no

alternative site is considered for the proposed expansion activity.




Chapter - VI of Final EIA / EMP Report


CHAPTER - VI

ENVIRONMENTAL MONITORING PROGRAMME

6.1 INTRODUCTION

Post Project Monitoring is an essential part to check the impact of project related activities.

Hence, monitoring of various environmental parameters is being / will be carried out on a regular

basis to ascertain the following:

Status of Pollution within the plant site and in its vicinity.

Generate data for predictive or corrective purpose in respect of pollution.

Examine the efficiency of pollution control system adopted at the site.

To assess environmental impacts.

Monitoring is being/ will be carried out at the site as per the norms of CPCB.

Environmental Monitoring Programme is being/will be conducted for various environmental

components as per the conditions stipulated in Environmental Clearance Letter issued by

MoEFCC, New Delhi and Consent to Establish / Consent to Operate issued by RSPCB.

Six monthly compliance reports are being/will be submitted on regular basis to MoEFCC, New

Delhi by 1st of June and 1st of December. Monthly compliance Report for conditions stipulated in

CTE/CTO are being/will be submitted to RSPCB on regular basis.

Various environmental components and pollution sources, which will be monitored under

environmental monitoring programme are stack emission, ambient air quality, water quality and

noise levels. Details of the Environmental Monitoring programme, which will be undertaken for

various environmental components, are detailed below.

6.2 FORMATION OF ENVIRONMENTAL MANAGEMENT CELL (EMC)

In order to maintain the environmental quality within the standards, regular monitoring of various

environmental components is necessary. M/s. Shree Cement Ltd. (SCL) has a full-fledged

Environmental Management Cell (EMC) at Shree Cement Ltd. near Village: Ras, District: Pali

(Rajasthan) for environmental monitoring and control. The EMC team takes care of pollution

monitoring aspects and implementation of control measures.

A group of qualified and efficient engineers with technicians have been deputed for maintenance,

up keeping and monitoring the pollution control equipment, to keep them in working at the best

of their efficiencies.

6.2.1 Structure of EMC

Structure of Environment Management Cell at Shree Cement Ltd. is given in Figure 6.1.






Figure 6.1: Structure of EMC at Shree Cement Plant (Pali)

6.2.2 Responsibilities of EMC

The responsibilities of the EMC include the following:

Environmental monitoring of the surrounding area.

Timely Commissioning of pollution control equipments and facilities.

Specification and regulation of maintenance schedules for pollution control equipments.

Ensuring that standards are maintained.

Developing the green belt.

Ensuring optimum water usage.

Carrying out the Environmental Management Plan.

Organizing meetings of the Environmental Management Committee and preparation of

report and submission of such reports to management

Coordination for all statutory requirements like submission of applications / Reports for

obtaining consents, Environmental clearances, authorization etc

6.3 MEASUREMENT METHODOLOGIES

6.3.1 Instruments to be used

The following instruments will be used for data collection work in the monitoring Schedule:

1. Respirable Dust Sampler (RDS)

2. Fine Particulate Matter (FPM) Sampler

3. Stack Monitoring Kit

4. Sound Level Meter






6.3.2 Monitoring Programme

The post project monitoring will include details of any major/ minor impact in the core zone and

area within buffer zone for the following parameters: -

Micro-meteorological data

Ambient air quality monitoring

Stack monitoring

Noise level monitoring

Water quality and level monitoring

Medical Check-up of the employees.

6.3.3 Monitoring Schedule

Details of the environmental monitoring schedule / frequency, which will be undertaken for

various environmental components, as per conditions of EC / CTE / CTO are given in Table - 6.1.

Table - 6.1

Frequency for Post Project Monitoring

S. No. Description Frequency of Monitoring

1. Meteorological Data Hourly

2. Ambient Air Quality Continuous monitoring

3. Stack Monitoring Continuous monitoring and monthly

4. Water Quality Pre- monsoon and Post-monsoon

5. Noise Level Monitoring Monthly

6. Medical Checkup of Employee Yearly

6.3.4 Methodology Adopted

Post project monitoring will be carried out as per conditions stipulated in Environmental Clearance

Letter issued by MoEFCC, New Delhi; Consent issued by RSPCB as-well-as according to CPCB

guidelines.

Plant site is considered as core zone and the area lying within 10 km radius from the plant site is

considered to be the buffer zone where slight impacts may be observed on physical and biological

environment and that too is occasional.

Details of Post Project Monitoring Programme are given in Table - 6.2 and 6.3.






Table - 6.2

Post Project Monitoring

Attributes Sampling Measurement

Method

Test Procedure

Network Frequency

A. Air Environment

Meteorological

• Wind speed

• Wind direction

• Dry bulb

temperature

• Wet bulb

temperature

• Relative humidity

• Rainfall

Minimum

1 site

in the project

impact area

Regularly in one

season by

Weather

Monitoring

Station

Mechanical/

automatic weather

station

-

Pollutants

• PM10

4 locations in

the project

impact area

(1 location in

upwind side, 1 in

downwind side /

impact zone,

other nearby

receptors)

Revised National

Ambient Air

Quality Standards

(NAAQS) vide

MoEF circular,

dated 16.11.2009

Gravimetric method

-

• PM2.5 Gravimetric method -

• SO2 EPA Modified West

& 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 & 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. Stack Monitoring

Pollutant

PM

Stack of the kiln,

coal mill,

cement mill,

clinker cooler

and boiler.

As per CPCB Guide

Line and Indian

Standard 11255

(1985).

As Per CPCB Guide

Line

Gravimetric method






Attributes Sampling Measurement

Method

Test Procedure

Network Frequency

SO2 Stack of the kiln

and boiler.

As per CPCB Guide

Line and Indian

Standard 11255

(1985).

As Per IS-11255 part

(2) 1985 (Absorbing

Solution of H2O2,

Isopropanol

Reagent)

Absorption in H2O2,

Isopropanol followed by

Colorimetric estimation

using Sulphuric acid and

Barium Chloride as Per IS-

11255 part (2) 1985

NO2 Stack of the kiln

and boiler.

As per CPCB Guide

Line and Indian

Standard 11255

(1985).

As Per IS-11255 part

(7) 2005 with NOx

flask assembly.

Absorption of Sample in

NOx flask assembly

Followed by Colorimetric

estimation using Phenol-

di-sulphonic acid and

other reagent as Per IS-

11255 part (7) 2005

C. Water Environment

pH, Turbidity, Colour,

Odour, Taste, TDS,

Total Hardness,

Calcium hardness,

Magnesium hardness,

Chloride, Fluoride,

Sulphate, Nitrates,

Alkalinity, Iron, Copper,

Manganese

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- 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 Association.

D. Noise

Noise levels at Day &

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

6.4 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 AAQM stations are being selected (including minimum 1 locations in upwind side, more sites in

downwind side / impact zone) to assess ambient air quality of the area. Noise level monitoring will

be carried out on plant boundary and in high noise generating area within the plant site. 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 are given in Table - 6.3:






Table - 6.3

Locations for Post Project Monitoring

S. No. Description Location

1. Ambient Air Quality Plant Site and as per EC / CTO conditions

2. Stack emissions Plant Site

3. Noise Level Monitoring Plant Boundary and as per EC / CTO conditions

4. Water Level and Quality Nearby Ground water sources

5. Health Check-up Dispensary

6.5 DATA ANALYSIS

Monitoring data analysis will be done by MoEFCC approved laboratory as per CPCB guidelines and

timely submitted to concerned authority (specified in Environment Clearance Letter issued by

MoEFCC, New Delhi and Consent issued by RSPCB) on regular basis.

6.6 DETAILED BUDGET

The budget proposed for the expansion project and that for the environmental protection

measures is given as below:

Capital Cost of the Project: Rs. 755 Crores

Cost for Environmental Protection Measures:

Capital Cost: Rs. 51 Crores

Recurring Cost: Rs. 1.0 Crores / annum

EMP Cost Break-up is given in Table - 6.4 below:

(Rs. In Crores)

S. No. Particular Capital CostRecurring Cost /

annum

1. Air Pollution Control 50.0 0.8

2.Water Pollution Control and Rain Water Harvesting

MeasuresNil Nil

3. Environment Monitoring and Management 0.6 0.1

4. Green Belt Development 0.4 0.1

Total 51.0 1.0




Chapter - VII of Final EIA / EMP Report


CHAPTER - VII

ADDITIONAL STUDIES

7.1 INTRODUCTION

As per EIA Notification dated 14th September, 2006, as amended from time to time; First Technical

Presentation (for ToR approval) for the proposed expansion project was held before EAC (I) on

11th Feb., 2015 MoEFCC, New Delhi has suggested various Terms of Reference (ToRs) for the

preparation of Environmental Impact Assessment (EIA) and Environmental Management Plan

(EMP) Report vide letter no. J-11011/343/2012-IA II (I) dated 10th Feb., 2016.

As per the ToRs prescribed by MoEFCC, New Delhi, the following Additional Studies were carried

out for the proposed expansion project:

1. Public Consultation

2. Hydro-geological Study and Rainwater Harvesting Plan

3. Risk Assessment and Disaster Management Plan

7.2 PUBLIC CONSULTATION

Public Hearing for Proposed Expansion of Integrated Cement Plant - Clinker (11.2 to 15.0 Million

TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW), Synthetic Gypsum

(1560 TPD) and DG Sets (1000 to 2000 KVA)Near Village: Ras, Tehsil: Jaitaran, District: Pali

(Rajasthan) by M/s. Shree Cement Ltd. was conducted on 20th April, 2016 at 3:00 PM at Office, Sub

Divisional Officer, Jaitaran, District - Pali (Rajasthan).

Details of the Public Hearing Proceedings are appended herewith the Final EIA/EMP Report:

Public Hearing Proceedings

Public Hearing Notice published in Newspapers Dainik Bhaskar and Dainik Navjyoti

dated 18th March, 2016

Photographs of Public Hearing

Action Plan for the issues raised during Public Hearing.

7.2.1 Public Hearing Proceedings

Public Hearing Proceedings (Hindi and English translation) along with attendance sheet have been

enclosed as Annexure - 12 along with this Final EIA/EMP Report.






7.2.2 Public Hearing Notice published in Newspapers Dainik Bhaskar and Dainik Navjyoti dated

18th March, 2016

7.2.3 Photographs of Public Hearing





7.2.4 Action Plan for the issues raised during Public Hearing

S.

No.Name of the Person Issues / Points / Opinions of Local Public Reply by the Project Proponent

Action Plan along with Budgetary

Allocation

1. Employment

Mr. Pappu Kathat, Mr. Mangla

Paras Kathat, Chaina, Village -

Bhagatpura, Tehsil - Jaitaran,

Pali

There is no objection for the project from villagers of

Bhagatpura.

We thanked for their support. -

Mr. Kaluram Gurjar, Village -

Nimbeti, Jaitaran, Pali

No objection from expansion.

Group of Villagers They said that due to Shree Cement, there is

increased employment opportunity with in the area

along with development. No one has any problem

with expansion of the Plant.

Villagers support was welcomed and appreciated by us.

Employment has already been provided to the local

people. More employment will be provided to local

people as per requirement and their qualification in

future also.

Company has already provided

employment to 1325 People from

the local area (Pali).

In the proposed expansion, local

will be given preference as per

their qualificationsGroup of Villagers People are getting employment nearby their houses

Mr. Ajeet Singh, Village Babra,

Mr. Amar Singh, Village Ras

Mr. Javan Singh village

Andheri, Tehsil - Jaitaran, Pali

No objection from expansion, there will be overall

development of the area, with expansion of industries

there is increase in employment

Company has employed total 3311 persons in the

present plant, out of them 40% are from Pali district and

90% from Rajasthan.

Additional 100 people will be required

for expansion; priority will be given

to local people based on their

qualification

Mr. Paras, Mr. Ugmaram, Mr.

Raju Bhai Bhakar Paima,

Mr. Raju, Village Bhairuji Ki

Dhani, Tehsil - Jaitaran, Pali

Our villagers have no objection, with plant expansion.

Our few unemployed people will also get

employment

Kaluram, Rajasthan Situ

Union, Jaitaran, Pali

No objection for the project, Company should provide

more employment and make them regular

Mr. Raj Kathat, Arjun Kathat,

Jaitaran, Pali

No objection from expansion, as with expansion our

400 to 500 people will get employment

Mr. Lunaram Tanwar, Ex.

Director, Krishi Upaj Mandi

Samiti, Jaitaran, Pali

70 % of the people of Ras Panchayat got employment





S.



Allocation

2. Environment Related

Mr. Tej Singh Gurjar, Village

Ras,

He asked for pollution plan. Company has prepared the detailed EIA/ EMP Report

involving pollution plan and submitted to various

departments to the Ras Panchayat, SDM Office Jaitaran,

Public Relation Officer Pali District, District Collector

Pali, District industries center Pali, Member Secretary

RSPCB Jaipur, RO RSPCB Pali, RO MoEFCC Lucknow.

Company has proposed Rs. 51 Crores

as capital cost for Environmental

Protection measures and proposed

Rs. 1.0 Crores / Annum as recurring

cost.

Mr. Puran Singh, Mr. Govind,

Rakesh, Seema, Mr. Suva Lal,

Village Butiwas Jaitaran, Pali

No objection for the project, as there is no pollution

from the industry

All best available pollution control measures and best

practices are adopted for control of emission and are

well within the norms at the plant boundary and from

stack.

Entire nearby area is unirrigated and yield is in rainy

season and there is no dust deposition on the crops in 10

to 15 km area due to cement plant.

No industrial waste water is generated from cement

manufacturing process. RO Reject water from CPP and

reused 100% in synthetic gypsum manufacturing and ash

quenching.

Domestic wastewater is treated in STP and treated

water is utilized for greenbelt development / plantation.

Dust collected from air pollution control equipment is

100% recycled back into the process.

Only used oil is generated as HW which is sold to CPCB

authorized recycler.

Mr. Lunaram Tanwar, Ex.

Director, Krishi Upaj Mandi

Samiti, Jaitaran, Pali

Industry is not causing any pollution

Mr. Shivlal Gurjar, Village -

Gopaldas (Babra), Jaitaran,

Pali

We have no objection for the Plant expansion as plant

is not causing any pollution

Mr. Dayalram Gurjar, Village -

Kheda (Ras), Jaitaran, Pali

Rekha Tailor, Pratapi,

Jaitaran, Pali

Mr. Arvind Singh (State

General Secretary) Centre for

public rights and rural

development, Village

Sevariya, Jaitaran, Pali

He said that the company has not paid any attention

to the basic problem of farmers like water and harm

caused to the fields due to dust.

Company has pose a serious harm in respect to the

pollution to the area. Villagers of Bhimgarh,

Bhagatpura, Khera, Jawangarh, Kanyakheri, Butiwas,

Ramawas, Ras, Roopnagar, Sewariya, Ratangarh,

Rabriyawas, Ballupura, Babra, Gopalpura, Tookra,

Balara, Areni, Kundal, Nimbeti, Patan, Kesarpuraetc

are facing serious problem due to pollution and it has

become very difficult for the villagers of Bhimgarh to





S.



Allocation

live in the area due to Pollution.

Environment of the area of 10- 15 km of the plant

radius has been polluted due to Hazardous gases,

dust released by the plant.

Ground water level of the area is decreasing as the

company is withdrawing water.

As per CGWA NOCs, only 23 nos. of bore wells have

been constructed for the withdrawal of 4000 KLD

ground water in Plant, mines and Bagatpura Residential

township and we are maintaining the same.

Cement plant is based on dry process technology. CPP

and WHRS are based on Air Cooled Condenser

Technology.

For buffer zone (10 km radius) total recharge due to

rainfall & irrigation return flow at study year rainfall

works out to be 32.87 mcm/annum. Total discharge

works out to be 12.81 mcm/annum & stage of

development is 38%.

Total artificial groundwater recharge for plant, outside

area and mines comes out to the tune of 1.93 mcm per

annum against the total ground water use of 1.38

mcm/annum.

Ground water level (m) in the area is given as below:

Year Pre-monsoonPost-

Monsoon

Rainfall

(mm)

2011 19.5 - 22.4 17.8 - 20.8 640

2012 19.9 - 21.9 10.2 - 13.8 412

2013 18.0 - 20.6 18.2 - 202 583

2014 20.4 - 23.4 11.9 - 19.2 557

2015 20.1 - 22.6 14.2 - 20.2 525

-

Power plant and gypsum plant effluent is acidified the

remaining water is not fit for drinking &farms.

Part of the waste generated is being/ will be dumped at

earmarked waste dumping sites within the mine lease

which is being/will be stabilized by the plantation and

-





S.



Allocation

rest of the waste will be backfilled into part of

excavated area

3. Plantation

Group of Villagers Villagers told that they are satisfied with afforestation 63.8 ha (34% of the total existing plant area i.e. 187.5 ha)

has already been developed under Greenbelt/ Plantation

Additional 14.5 ha will be further developed under

Greenbelt / Plantation

Company has proposed Rs. 0.4

Crores as Capital Cost for Greenbelt

development.

4. ESC Activities

Group of Villagers Villagers said that due to Shree Cement drinking

water problems has been resolved

Water is being supplied in nearby area in summer. Company has already spent Rs.

4.21 lacs for supplying of 674

water tankers in 11 nearby villages

for drinking water arrangement.

Company has proposed Rs. 95

lacs for Drinking water

arrangement for local area for

next 10 years.

Group of Villagers They told that Shree Cement helped in construction

of School and Hospital In villages.

Company is doing following in the area of Health and

educational activities

Health Activities:

1. Mobile Health Camps

2. Mega Health Camps

3. Promotion of Institutional Delivery.

4. Transport Facility for delivery cases.

5. Adoption of Govt. Health Centers under PPP

Scheme

Education Activities:

1. Shree ki Pathshala

2. Computer Literacy Program

3. ITI Scholarship

4. School Support Program, such as Bal Divas

5. Construction of School Room with Verandah

6. Financial Support for Construction of Shed

Company has spent Rs.21.06 for

Health, sanitation and Family

welfare programmes and

Rs.63.40 for Educational

promotion programmes

Company has proposed Rs. 200

lacs for Health and Family Welfare

Programmes and Rs. 144 lacs for

Education Promotion

Programmes for next 10 years





S.



Allocation

7. Training of Teachers

8. Teaching Learning Material

9. Adoption of 11 Govt. Schools under PPP

Scheme

Group of Villagers Villagers are satisfied with the C.S.R. done by Shree

Cement and there is no any problem like pollution

Various CSR activities such as Health & family welfare

programmes, Education Promotion programmes,

Women empowerment & development programmes,

Contribution in religious and social programmes and

community infrastructure development projects such as

development of community centre, construction of

roads, providing school infrastructure etc. are being/ will

be carried out by the company

Company has already spent

Rs.461.49 Cr from April 2015 to

March 2016in various CSR

activities

Company has earmarked

Rs.1887.9 Lakhsfor Various C.S.R.

activities for next 10 years

Mr. Ajeet Singh, Village Babra,

Mr. Amar Singh, Village Ras

Mr. Javan Singh village

Andheri, Tehsil - Jaitaran, Pali

CSR activities will help in the development of the area

Mr. Puran Singh, Mr. Govind,

Rakesh, Seema, Mr. Suva Lal,

Village Butiwas Jaitaran, Pali

plantation is done in our villages and time to time

medicines are also provided by the company. Our

Farmers are also benefitted by the CSR activities of

the company.

5. Others

Mr. Arvind Singh (State

General Secretary) centre for

public rights and rural

development, Village

Sevariya, Jaitaran, Pali

Company is doing ill-legal blasting in area. Cracks can

be seen in many houses due to vibrations caused by

the blasting as company was allowed to do mining in

only 750 ha of the Nimbeti Limestone mines, but they

are doing much beyond it.

Controlled Blasting by latest blasting technique by using

shock tube detonator (Down line detonator in

combination with noise less trunk line detonators.) is

being carried out. There is no impact of the blasting as

the villages are far from the active benches of mine

lease area. So far none of the nearby villager contacted

us for any such cracks in houses due to our mining

operation

Noise and Vibration level due to

blasting will be measured and

monitored at different villages.

Whenever company comes for environment clearance

their contractors act as local people and give false

statement and company gets clearance. Company

should not be provided environmental clearance.

All documents are available at the office of the

Panchayat, SDM, DM, Dist industry center and Jila

Parishad.

-

When Public hearing held for environment clearance

company is keeping the administration under

darkness and showing false documents.

-

Mr. Rasa Singh Rawat No proper notification was given regarding public Advertisement regarding public hearing conduction was





S.



Allocation

(Panchayat Committee), Ward

No. 13, Gram Panchayat

Member RAS- Sevariya

hearing. Person attending the public hearing are

contractors, person working under the contractors

and the family members of workers of the company.

Free and independent people are not there in the

public hearing as they were not given proper

notification, only people with their attached interest

to the company are present only

List of person attending public hearing should be

made at the administrative level and investigation

should be done. Copy of the list should be given to

our villagers

Public hearing should be canceled and new date

should be issued with proper notification and place

should be at gram panchayat Ras because local

people are poor and they do not have proper

transport facilities.

published on 18th March, 2016 in Dainik Bhaskar and

Dainik Navjyoti. All the work has been done according to

rules and regulations






7.3 HYDRO-GEOLOGICAL STUDY AND RAINWATER HARVESTING PLAN

Hydro-geological Study Report along with Rainwater Harvesting Plan has been enclosed as

Annexure - 3 along with this Final EIA/EMP Report.

7.4 RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN

7.4.1 Risk Assessment and Damage Control

Risk assessment is the determination of quantitative or qualitative value of risk related to a

concrete situation and a recognized threat.

Activities requiring assessment of risk due to occurrence of most probable instances of hazard

and accident are both onsite and off-site.

7.4.2 Hazard Identification and Risk Assessment (HIRA) for Integrated Cement Project

Cement manufacturing industry is labor intensive and uses large scale and potentially hazardous

manufacturing processes. The industry experiences accident rates that are high compared with

some other manufacturing industries. Cement industries experiences risk of a number of hazards

inherent to the cement production process. Following hazards may occur:

Exposure to High temperatures;

Physical Hazards;

Events pertaining to Manufacturing Process;

Fire;

Explosion;

Electrocution;

Natural and Manmade hazards.

These mainly impact on those working within the industry, although health hazards can also

impact on local communities. The potential hazardous areas and the likely accidents with the

concerned area have been enlisted below in Table - 7.1.

Table - 7.1

Possible Hazardous Locations onsite

S. No. Hazardous Area Likely Accident

1. Boiler Area Explosion

2. Electrical rooms Fire and electrocution

3. Transformer area Fire and electrocution

4. Cable tunnel Fire and electrocution

5. Storage yard Sliding

6. Crushing and grinding unit Fatal accident

7. Chimney Air pollution

8 Coal/ fuel storage area Fire and spillage

9. Turbine room Explosion






Exposure to High Temperature

The principal exposures to heat in this sector occur during handling of hot raw meal (Powdered

limestone, laterite additives etc. heated in a pre-heater cyclone), hot clinker and operation &

maintenance of kilns or other hot equipment. Recommended prevention and control techniques


Shielding surfaces where worker s proximity and close contact with hot equipment is

expected,

Using personal protective equipment (PPE), as needed (e.g. insulated gloves and shoes);

Minimizing the work time required in high temperature environments by implementing

shorter shifts at these locations.

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 (e.g. dump trucks, front loaders, forklifts). Activities related to

maintenance of equipment, including crushers, mills, mill separators, fans, coolers, and belt

conveyors, represent a significant source of exposure to physical hazards. Such hazards may


Falling / impact with objects

Hot surface burns

Transportation

Contact with allergic substances.

Management measures to prevent the physical hazards in the plant

Any person working on equipment with moving parts will personally ensure 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 will use fall

protection.

Any person doing flame welding, cutting or brazing in the proximity of any flammable

material will obtain PPE.

Safety helmets to be used to protect workers below against falling material.

Barriers like a toe boards or mesh guards is to be provided to prevent items from slipping or

being knocked off the edge of a structure.

Danger areas are to be clearly marked with suitable safety signs indicating that access is

restricted to essential personnel wearing hard hats while the work is in progress.

In case of any accident immediate and proper medical care shall be provided at the plant

site.






Events pertaining to the manufacturing process

The following areas are identified as hazard prone incase of Integrated Cement Plant where

Disaster management plan is required.

(i) Handling of Coal and Pet coke

1. The coal and pet coke is received through road and railway and stored in Covered Stockpile

and wind breaking wall arrangement with arrangement of water sprinkling. The possible

hazards are envisaged due to the slipping of wagon during unloading.

2. During summer season, there is chance of coal catching fire due to spontaneous heating.

3. Effective sprinkling systems should be provided all-round the coal storage yards.

(ii) Handling of fine dust

The hot raw meal (Powdered limestone, laterite additives etc. is heated in a multi - stage pre

heater cyclone) is stored in the raw meal silos. It is very common that the hot raw meal gets

jammed in the chute and screw conveyors. During the maintenance process, the operator

generally works in the pre-heater cyclone and other areas. Always there is a possibility of hazard

that the jammed material falls on the workers and due to hot temperature of the material,

possibility of injury may occur to the worker, sufficient care should be taken in the maintenance

operations.

(iii) Handling of Hot Clinker

The hot clinker is transported by chain conveyors to the top of the silo or stock pile for storage.

During this operation, there is a possibility of spill out of hot clinker. Proper care for the conveyor

system and the bund wall for the clinker stock pile should be provided.

(iv) Handling of Cement

Cement is the fine dust which requires proper care in handling, storage and packing to avoid any

health hazards.

Fire

Fire can be observed in the boiler area, Coal storage yard, Fuel spillage, Electrical rooms,

Transformer area etc. due to accidental failure scenario.

Explosion

Explosion may lead to release of heat energy and Pressure waves. Table 7.2 shows tentative list of

Damages envisaged due to different heat loads.

Table - 7.2

List of Damages Envisaged at Various Heat Loads

Sr.

No.

Heat loads

(kW/m²)

Type of Damage Intensity

Damage to Equipment Damage to People

1 37.5 Damage to process equipment 100% lethality in 1 min. 1% lethality in 10 sec.






2 25.0 Minimum energy required to ignite

wood

50% Lethality in 1 min. Significant injury in 10

sec.

3 19.0 Maximum thermal radiation

intensity allowed on thermally

unprotected equipment

--

4 12.5 Minimum energy required to melt

plastic tubing

1% lethality in 1 min

5 4.0 -- First degree burns, causes pain for exposure

longer than 10 sec.

6 1.6 -- Causes no discomfort on long exposures

Source: World Bank (1988). Technical Report No. 55: Techniques for Assessing Industrial Hazards. , Washington, D.C: The World Bank.

Electrocution

Fatal Accident due to carelessness during working hours may lead to electrocution. Probable

areas where chances prevail are enlisted in Table - 7.2.

Natural and Manmade Calamities which can lead to Emergency

(a) Earthquake

The Pali District area falls under the seismic zone-II, which is the low risk quake and may trigger

into a technological disaster, includes collapse of old structures, buildings leading to fire and

explosion. Earthquake cannot usually be forecasted and therefore precautions immediately prior

to such event are not usually possible. Apart from some of the counter-measures to be taken in

foreseeable cases, emergency recovery plan has been considered by the emergency management

team as per the situation and site conditions as follows:

Step Activity Action By

Preparedness • Identify and constitute Emergency Response Team

• Identify ECC, if the identified ones are damaged

• Control centers to be equipped withCommunication facilitiesEmergency vehicles/ equipmentList of emergency contacts and suppliersMedical facilities

Plant Key Person

Action during

effective period

• Do not panic. Raise alarm

• Avoid standing near to windows, external walls

• Stand near the columns or duck under sturdy furniture.

• Assemble at emergency assembly point as there may beaftershocks

Individual(s)

Action after

effective

Period (Establish

Emergency Control

Center. Site Main

Controller to direct

all activities)

• Take head count

• Activate emergency plan as situation demands

• Assess situation and initiate shut down of plants (ifrequired)

• Initiate search and rescue (if required)

• Provide first aid to victims. Remove casualties

• Key persons to report to site

• Assess damage

• Undertake

Site Incident

Controller Site Main

Controller

Coordinators Fire

and Security, Safety,

Material, Medical, and

Plant Key Person






(b) Storm

The contingency actions during storm shall be based on the weather forecasts obtained from

meteorological stations and the local meteorological department. Some of the important actions

to be carried out are as follows:

Prior to Storm

Establish regular contact with the local meteorological department.

Establish distances from storm in order to execute preparatory actions in a shorter time.

Appraise the factory operations / installations and consider the consequences that the

emergency might have on operations and personnel.

Check the availability of tools, batteries, non-perishable foods and other materials that might

be required.

Review all operations carefully to ensure that systems in jeopardy are taken care of or shut

down.

Ensure the readiness of first aiders, emergency vehicles, medical centre, medicines etc.

Metallic sheets, loose materials, empty drums and other light objects shall be properly

secured.

Flush the drainage systems.

During Storm

Remain calm.

Do not go outdoors.

Do not seal the office completely as the suction created by the difference in atmospheric

pressure inside and outside can rip open a window or door by breaking window glass panes.

After the Storm

Do not touch electric lines.

Stay away from the disaster area.

Take special precautions in driving vehicles since the under-pavement could cave in due to the

weight of automobile.

(c) Flood

Though flood in this region is rare by virtue of its location from rivers and dams. The HFL alarm

should be provided. During rainy season nallah should be monitored by the supervisors in all

shifts.

(d) Air Raid

Air raid warning would be obtained from the District Emergency Authority or Defense Authorities,

during which total blackout of the entire complex should be considered. Some of the contingency

actions to be considered during an air raid are as follows:

The Aviation Lights installed on highest point inside the factory should be switched off






All the lighting on the Streets should be put off

All the plant lighting should be put off

Brown curtains shall be provided for all windows inside the building

Other emergency actions should be followed in addition as per the general procedure

(e) Bomb Threat

In view of the probable acts of terrorism, the possibility of receiving bomb threats or the sabotage

cannot be ruled out. Therefore, consider all bomb threats as genuine and act accordingly keeping

in mind the safety of the people in the factory and the property. For such situation, the security

people should take action under the guidance of the Section Head (Security). The Bomb threats

may be received in writing or may be received on phone. The expected actions by telephone

receiver are as follows:

Keep the caller on the line as long as possible. Request him to repeat the message, listen

carefully as every word spoken by the person has to be recorded mentally or penned down.

If the caller does not indicate the location of the bomb or the time of possible detonation, it

is advisable to try to ask him for this information.

Pay particular attention to peculiar background noises such as motors running, background

music and any other noise, which may give a clue as to from where the call is being made.

Listen closely to the voice (male, female), voice quality (calm, excited), accents and speech

impediments. Immediately after the caller hangs up, report should be made to the

immediate senior manager or security officer on duty about all the above details.

In consultation with SMC, the Legal-Coordinator can immediately inform the nearest Police

station over phone and also Bomb diffusion squad.

If the location is identified, cordon-off the area and ask people to leave the area and

assemble at designated assembly point.

During strikes police will be informed by the Legal-Coordinator in advance and taken their

help to maintain law and order.

(f) Food and Water Poisoning

Food and water poisoning to a no of persons, due to canteen food or other means, is another

scenario which can leads to major emergency. In this case Medical Officer should be informed

immediately by the Sr. most person available at site and then to incident Controller(IC) and Site

Main Controller (SMC). In such situation doctors should act and if situation demands additional

help such as ambulances, doctors and medicine should be arranged from nearby factories and

hospitals. For such situations SMC may decide whether siren is required to blow or not and

arrange to inform key persons in the factory and if required set up Emergency Control Centre

(ECC) at Hospital. Functional Head (FH) of HR should rush to ECC and assist SMC for informing






nearby hospitals, doctors and govt. authorities in consultation with the doctor. Plan to deal with

food and water poisoning can be divided in following stages:

Step Activity Action By

Planning and Preparedness • Maintain adequate inventory/ supply of medicines, saline

water etc. and identify resources to obtain during

emergency

• Impart awareness training regarding food/ water

poisoning

MedicalCoordinator

Action during effective

Period (Establish Emergency

Control Center. Site Main

Controller to direct all

activities)

• Identify the contaminant source

• Seize contaminated material and keep out of circulation

• Take preventive measures for avoiding recurrence

• Inform all concerned

• Arrange to analyze samples

• Arrange alternate supplies

• Arrange medical assistance to the victims

• Mobilize assistance from outside (if necessary)

Site Main Controller,

Medical coordinator

and QC person

Action after effective period • Conduct detailed epidemiological investigation to

identify the cause of contamination

• Take appropriate preventive measures to avoid

recurrence

• Follow up on causalities

Site Main Controller

Medical coordinator,

and FH (HR)

High Risk Categories and Preventive Measures

High Risk Categories and Preventive Measures are given in Table - 7.3.

Table - 7.3

High Risk Categories and Preventive Measures

High Risk Categories Prevention

Contractors Contractor Safety Management

Young/Temporary Employees Special Safety Induction Training

Direct Causes

Traffic & 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

7.4.3 Measures for Occupational Health Hazards

Dust Exposure level of shop floor workers is to be appropriately monitored.

Check of the effectiveness of preventive and control measures on regular basis.






Adequate supplies of potable drinking water are to be provided. Water supplied to areas of

Plant food preparation or for the purpose of personal hygiene (washing or bathing) should be

according to drinking water quality standards.

Where there is potential for exposure to harmful dusts by ingestion arrangements are to be

made for clean eating areas, where workers are not exposed to the hazardous or noxious

substances

Periodic medical hearing checks are to be performed on workers exposed to high noise levels.

Provisions are to be made to provide OHS orientation training to all new employees to ensure

they are apprised of the basic site rules of work at / on the site and of personal protection and

preventing injury to fellow employees

Contractors that have the technical capability to manage the occupational health and safety

issues of their employees are to be hired, extending the application of the hazard

management activities through formal procurement agreements

Ambulances and First aid treatment facilities are made available for any emergency situation.

7.4.4 Disaster Management Plan

Definition

A major emergency in a work is one, which has the potential to cause serious injury or loss of life.

It may cause extensive damage to property and serious disruption both inside and outside the

work. It would normally require the assistance of emergency services to handle it effectively.

Scope

This emergency plan and its associated emergency response procedures have been established to

provide direction to personnel in managing an emergency condition, to ensure the reduction of

impact on environment, health and safety of employees and the visitors.

Objective

This emergency plan establishes the concept of operations for:

a) An assessment of the emergency condition

b) Timely and effective mitigation of the emergency condition

c) Management of emergency response activities

d) Notifications to facility personnel and off-site personnel and organization

e) Recovery from the emergency condition

Elimination will require prompt action by operations and works emergency staff using, for

example, fire-fighting equipment, water sprays etc. Minimizing the effects may include rescue,

first aid, evacuation, rehabilitation and giving information promptly to people living nearby. To

deal with the above emergencies, the Emergency Plan is prepared.






Emergencies

(a) Stores

Possible Emergency: Possibility of catching fire in stores materials

Preventive Measures

Suitable fire extinguishers, fire hydrant system and fire buckets is being/ will be provided for

fighting the fire during emergency. Stores staff is being/ will be imparted the training for first aid

firefighting to prevent/extinguish the fire at initial stage.

(b) Oil Storage Tank - HSD Underground Tank

Possible Emergency: Possibility of catching fire at the oil storage tanks and fuel oil handling system

and Oil spillage from storage tanks.

Preventive Measures

Area is being/ will be declared as fire hazards area as "No Smoking and No Naked Flame Zone".

Suitable fire extinguishers and fire hydrant system is being/ will be provided at the tank enclosure

area and inside the pump room. Regular scheduled inspections of storage tank and the enclosed

area is being/ will be carried out by the custodian with regard to proper earthling, presence of any

combustible material or growth of wild vegetation, no breaches in the wire fencing, damage in the

dyke wall etc.

No naked flames are being/ will be allowed in and around fuel oil storage areas, if required for gas

cutting/welding job for maintenance of the plant or machinery, a PTW is being/ will be taken for

hot work with all proper safety precautions.

Unloading of petroleum in bulk will not allowed between sunset and sunrise. Tanker engine is

being/ will be switched off before unloading and the tanker is being/ will be earthed.

Dyke walls is being/ will be provided to prevent over flow/spillage of oil, Oil separation pit is being/

will be provided to prevent oil missing with the water drains.

All requirements and conditions of the Explosives License applied under the Petroleum Act, 1934

& Petroleum Rules, 2002 (with latest amendments are implemented in the HSD storage area.

(c) Packing Plant

Possible Emergency: Possibility of catching fire in the bag godown.

Preventive Measures

Declared as "No Smoking or Fire" area.

Suitable fire extinguishers and fire hydrant systems is being/ will be provided for firefighting in

emergency situation.

Permit to work for hot work is being/ will be taken for any welding/gas cutting in that area.

Adequate drainage to immediately drain out the water used in firefighting is being/ will be

provided to avoid water damage. The sheds are being/ will be properly ventilated.






(d) Silos

Possible Emergency: Collapse of silos

Hazards: Dust emission, material spillage & injury to person & damage to other property

Preventive Measures

• Structural soundness of silos

• To avoid over filing of silos (not to fill the silos up to the brim, not to keep silos too empty to

avoid structural damages)

• Install lighting arrestor at top of the silos bucket elevator

(e) Electrical Transformer

Possible Emergency: Catching fire in transformers

Preventive Measures

• Predictive interlocks are being/ will be provided which will automatically give an alarm/trip the

system.

• In case oil pressure inside the transformer tank increases, buchholtz realy provided will sound

an alarm and if necessary will trip the transformer and thus avoid oil explosion.

• A diaphragm is being/ will be provided at the bottom of explosion vent to vent out high oil

pressure whenever pressure is increased beyond limit.

• Fire extinguishers and sand buckets is being/ will be provided in the transformer room for

firefighting due to explosion or during an emergency.

(f) Transformer Yard and HT/LT Sub-Station

Possible Emergency: Possibility of fire and explosion

Preventive Measures

All transformers are being/ will be separated by brick wall up to the height of transformer.

Soak pits of suitable capacity is being/ will be provided to collect the leaked transformer oil in case

of fire and explosion.

• Periodic maintenance of all electrical machinery apparatus is being/ will be utmost

importance.

• Soundness of insulation, proper ventilation and earthing arrangements is being/ will be

checked regularly by dept.

• Person certified by HOD.

• In case of fire in HT transformer, first of all switch off 33/132 kV Incomer breaker.

• In case of LT transformer fire/explosion, switch off the transformer feeder from HT line.

• Inform emergency control room for fire brigade and other actions.

(g) Electrical Cable Tunnels

Possible Emergency: Catching fire in electrical cables inside the tunnels






Preventive Measures

Suitable fire extinguishers are being/ will be provided for fire provided for firefighting. Overall

good housekeeping is being/ will be maintained to avoid any fire risk. Exhaust fan provided to

avoid any suffocation.

(h) Conveyor Belts

Possible Emergency: Catching of fire in conveyors

The main cause for conveyer fire are

Gas cutting/welding

Frictional heat

Preventive Measures:

• Suitable fire extinguishers are being/ will be provided for each transfer towers for firefighting

during emergency

• Full cord system is being/ will be provided throughout. its length to stop it in any emergency

• Preventive checks on frictional parts like drum and lagging of drum are done

• Suitable fire equipment is being/ will be kept at hand during gas cutting/welding

(i) Failure of Lifting Tools & Tackles and Pressure Vessels

Possible Emergency: Injury to person and damage to equipment


• All lifting tools and tackles and pressure vessels is being/ will be tested/examined by

competent person authorized by chief inspector of factories, Govt. of Chhattisgarh as per

statutory requirement and at defined frequency.

• Safe working pressure range is being/ will be maintained in the Air receiver tank/pressure

vessels.

• Safe Working Load will not be violated while using cranes, hoists, ropes, chains and other

lifting tools and tackles, only authorized personnel is being/ will be allowed to handle the

same.

• Regular and periodic maintenance is being/ will be done

(j) Oil Tanker

Possible Emergency: Toppling of Oil Tankers


• Speed limit signboards is being/ will be displayed, no vehicle is being/ will be allowed to move

beyond 20 km/hr.

• In case oil is toppled Plant Inventory dept is being/ will be informed.

• Spray sand on the oil to prevent further spread of oil and oil soaked sand is being/ will be

collected to fill in the land and cover with soil.






(k) Working at Height

Possible Emergency: Fall from Height


While working at height preventive measure to be taken as per procedure working at height.

In Case of Emergency:

• Inform immediately to Emergency Control Room/ OHC.

• Inform immediately to the Job Execution In-charge

• If a person falls from height and hanging try to immediately provide him any additional

support and arrange for rescue operation by proper available tools ASAP (rope, ladder, And

man basket with crane etc). Stop the job immediately.

• Rescue team member will rush at site with rescue kit.

• Emergency team to act as per Emergency organization structure.

• Rescuers to access the probable risk for rescuing the victim.

• Rescuer has to use double fall protection as precaution (One rope grab fall arrestor/Winch fall

arrestor and another is descender).

• Rescuer to use PN 56 model full body safety harness for rescue operation

• Victim is being/ will be rescued by trained rescuer only.

(l) Stock Pile and Surge Pile

Possible Emergency: Engulfment in Stockpile (Gypsum, Lime)


• Take permission before climbing on stock pile

• Pedestrian to maintain a safe distance from stock pile

• Person to work under close supervision

In case of Emergency:

• Inform immediately to Emergency Control Room / OHC.

• Inform immediately to the Job Execution In-charge

• If a person buried under stockpiles

• Stop the job immediately and related equipment by pushing emergency button if applicable.

• Cordon off the affected area

• Take out the material with the help of section in-charge

• Rescue the affected persons and send to hospital

(m) Fire/Explosion

Possible Emergency: Fire/Explosion in any plant and offices area

Preventive Measures: In the event of fire wherever available; the local fire alarm signal is being/ will

be activated. The fire alarm can be initiated by activation of one of the following systems:






• Break glass Alarm Systems

• Fire Detection Systems, i.e. Smoke Doctors

7.4.4.1 Onsite Emergency Plan

The onsite emergency management of Shree Cements Ltd. is given here, as the same will be

applied in case of proposed expansion.

Disaster control Management system

The Availability, Organization, and Utilization of Resources for Facility Emergencies

In order to maintain an emergency response capability, certain facilities must be kept in a state of

readiness, and sufficient supplies and equipment must be available. In some cases, it may be

impossible to maintain all of the equipment necessary for all possible emergencies. In these cases,

mutual aid agreements have to be made with neighboring facilities to provide additional support

as necessary. Where the local fire brigade, police or private agencies be called upon, notification

and activation of these organizations are carried out. The reminder of this section is dedicated to

the plant emergency facilities, equipment, and supplies. Following emergency can be classified

according to its use during the response operations:

Emergency Control Center (ECC)

Communication equipment

Alarm systems

Personal protection equipment

Firefighting facilities, equipment and supplies

Medical facilities, equipment, and supplies

Transportation system

Security

Assembly Point

Emergency Control Centre (ECC)

An Emergency control Centre (ECC) is established from which emergency operations are directed

and coordinated. This centre is activated as soon as an onsite Emergency is declared. In Shree

Cement Ltd. ECC is located at security main gate. The ECC consist of one room, located in the area

that offers minimal risk being directly exposed to possible accidents.

During an emergency, emergency management staff, including the main controller will gather in

the ECC. Therefore, the ECC is equipped with adequate communication systems in the form of

telephones and other equipment to allow unhampered communication with the teams involved

in bringing the accident under control and with the external response organization and other

nearby facility personnel. The ECC communication systems are protected from possible shut

down. The ECC has its own emergency lighting arrangement and electric communication systems

operation. We have one alternate arrangement of ECC in the office of P&A Head.






The ECC is always ready for operation and provided with the equipment and supplies necessary

during the emergency such as:

Updated copies of the On-site Disaster Management Plan

Emergency telephone numbers

The names, phone numbers of external agencies, response organizations and

neighboring facilities

The List of key personnel

The adequate number of telephones (more than two)

Emergency lights

List of fire extinguishers with their type no. and location, capacity etc.

List of Personal protective equipment

Clock

Status boards / message boards

Several maps of the facility for surrounding area showing:

Areas where hazardous materials are stored.

Plot plans of storage tanks, routes of pipelines, and all water permanent lines etc.

The locations where personal protective equipment are stored.

The position of pumping stations and other water sources with hydrant lines.

Roads and plant entrances

Assembly Points in the plant.

Communication Equipment and Alarm Systems

This kind of equipment is absolutely vital for notifying accident; make the emergency known both

inside and outside of the facility, and coordinating, the response actions among the various groups

involved in response operations. Different communications systems can vary in effectiveness,

depending on the task. The most common types installed in the plant are given below.

Sirens

Personal Protective Equipment

Fire Fighting Facilities, Equipment and Supplies

Medical Facilities, Equipment and Supplies

Media Centre

Transportation Systems

Security and Access Control Equipment

Location of Assembly Point :

The Assembly Point are the places where the staff other than the emergency response team and

unaffected personnel can collected safely as these areas are located in Risk Free Zone. The

facilities have been provided near Time Office, Mines Gate & Dispensary.






Roles and Responsibility

Site Controller

The Functional/ Technical head shall have overall responsibility for the factory and its personnel. In

absence of functional/ technical head, his immediate sub-ordinate shall resume the responsibility

of Site Controller. His duties during emergency shall be:

To assess the magnitude of the situation and decide if employees need to be evacuated

for assembly point(s).

To maintain continuous review of possible development and assess in consultation with

incident controller as to whether the shutting down of the plant or part of the plant and

evacuation of person is required.

To give necessary instructions to liaison officer HOD (P & A) regarding the help to be

obtained from outside agencies like fire-brigade, Police and medical.

To advice liaising officer to pass-on necessary information about the incident to News,

Media and ensure that the evidences are preserved for inquiries to be conducted by

statutory authorities.

Instruct Head (P & A) to head count through time office if necessary.

Arrange for relief of personnel when emergency is prolonged.

Authorize the sounding of the All Clear siren, which will be one continuous long siren for

one minute.

Incident Controller (HOD of the affected section)

The HOD of affected department shall have overall responsibility controlling the incident/

emergency and directing the personnel(s). In absence of incident controller his immediate

subordinate shall resume the responsibility. His duties during emergency shall be:

To act as site controller till site controller arrives.

Proceed to the scene of emergency and assess the situation. Activate the disaster

management plan in consultation with Site Controller.

To inform communication officer about the emergency, control center and direct the

personnel of his department to reach at assembly point if necessary.

To direct all operations within the affected areas with priorities for safety personnels, to

minimize the loss to plant, environment and personnel(s).

To provide advice and information to fire squad, security officer and local fire services

when they arrive.

Co-ordinate with the Head (P & A) for any help from outside agencies if required.

Arrange for rescue of trapped workers and those in a state of shock.

Report / communicate all developments to the Site Controller.

Preserve all evidence for use in the subsequent inquiry.






Primary Controller:

The Primary Controller is the employee who gives the first information about the

incident/accident. He will responsible for:

To inform office at main gate, his superior of section about the incident/ accident by

verbal/by phone.

To assist fire brigade in its operation and would assist in clearing any obstruction coming in

the way of fire fighting.

To assist rescue team to control the situation if required.

To carry out all instructions received from incident controller.

Liaison Officer (HOD P & A)

HOD (P & A) shall be the liaison officer. He shall be responsible for:

Proceed immediately to the Emergency Control Centre.

Also work as a liaison officer during the emergency.

To contact outside Fire brigade, Police and medical facilities on receiving intimation from

site controller and arrange for the rescue operation.

To ensure that the casualties receive attention.

To inform the relatives of the affected employee(s) at the earliest.

To arrange additional transport if required.

To arrange for relief of personnel and organized refreshment/ catering facility in case the

duration of emergency is prolonged.

To issue authorized statements to news media and ensure that evidence is preserved for

inquires to be conducted by statutory authorities.

To inform communication officer about the emergency, control center and Assembly

point.

To ensure that all non-essential persons are sent to the assembly points.

Produce the list of facility staff on duty and visitors at the premises.

Communication Officer

Incharge internal telephone office shall be the communication officer. He will be responsible for:

1o communicate correct information about the incident/ accident.

To give priority of incident /accident for communication.

HOD (Security)

HOD security / his next sub-ordinate (in absence of HOD security) will be responsible for:

Ensure provision of all applicable measures in affected area.

Ensure entry restriction in affected area.

Control of transportation in affected area.






Control traffic into the facility and ensure that alternate transport is available when need

arises and ensure free access is available for temporary casualties.

Check the availability of emergency Fire Fighting equipment in the security department

and various sections in the plant and make up for shortages time to time.

Arrange the required for handling critical situations during the emergency.

Co-ordinate with the Site /Incident Controller and assume overall responsibility of the fire

fighting operations and other related activities.

Advice the Main Controller if additional fire tender / fire fighting equipment / material / aid

from other agencies is required.

Arrange to close the entire visitor/ other gates.

Ensure that unauthorized persons / vehicles do not enter the facility.

Provide personnel for fire fighting and rescue.

Prevent overcrowding at the scene of the incident.

Medical Coordinator

On hearing the emergency siren or getting the information about emergency he shall immediately

perform following duties.

To attend and provide first-aid to the injured person(s) on priority.

To shift injured person at the earliest to nearby Hospital, if found necessary.

To depute dispensary staff in affected area for first-aid if found necessary for ensuring

immediate medical attention.

Inform all the nearby hospitals of the situation and apprise them of the antidotes that

would be necessary for treatment, if any.

Ensure that records of blood group of all employees are easily accessible if required.

Safety Office

He shall be responsible for:

Rush to the Emergency site.

Monitoring of incident / emergency.

Arrangement of safety appliances.

Advice for provision of all applicable measures in affected area.

Keeping watch of the rescue operation and all other activities and guide them

accordingly.

Conduct mock drill.

Rescue Team

SCL has a rescue team in plant consisting of ten employees from different department. They will

reach to affected site and act as instruction of site controller/ incident controller. Inspite of that

they will be responsible for:

Rescue the person from the affected area and provide first aid to the injured due to fire.






Assist for rushing casualties to hospitals and report details of casualties to Main

Controller.

Act as runners if required.

Evacuate non-essential personnel and visitors to safe assembly areas.

Fire Fighting Team

SCL has a Fire Fighting team in our plant consisting of seven employees from security department.

They will reach to affected site and act as instruction of site controller/ incident controller/ HOD

security.

Others

Services and Control

SCL has three types of communication systems.

Alarm which is installed at the top of pre-heater U-IV.

Public address system is operated with battery and available with security department. In

case of power failure, we may use this public address system in emergency.

Runner may be used in case of all above system become fail.

7.4.4.2 Emergency Communication

Once the Disaster Management Plan is activated, the Liaison Officer maintains co-ordination with

external agencies from the ECC if required. The co-ordination with external response teams at the

scene of the accident is maintained through the Incident Controller, who is in direct contact with

the ECC.

Emergency Response Actions

This element of emergency plan deals with the actual actions that should be implemented by

personnel in the various functions during the emergency. As and when any emergency happens in

the plant, the same is recorded. The emergency is categorized. The records of the response time

by responsible personnel, Safety Officer also maintain mitigating the impact of hazardous

conditions. The damage caused by such conditions is reviewed and recorded. The response time

and damages are reviewed in the Management Review Meeting and the suitable corrective

actions (e.g. Training of Personnel; increase of resources; change in documentation and any flaw

observed in execution of the plan) are taken. The corrective actions are verified by Mock Drills

which is conducted six monthly. The Operational Procedures outline the actions to be taken by

personnel in the various functions or individuals within the organization in response to the

possible emergency situations envisaged in the hazard evaluation and risk analysis study.

The views of the possible hazards that can arise out of the daily operations in the plant various

measures are adopted to prevent the occurrence of a major accident. This comprises of:

a) Built in safety measures, alarms, trips and interlocks etc.

b) Standard safe operating and maintenance procedures permit system etc.

c) Training of all the involved staff in normal and emergency operating procedures.






d) Training of all employees in safety, firefighting and first aid.

However, in spite of these precautions, it is required to foresee situation of major accident and

plan for taking timely action to minimize the effects of such incident on the safety and health of

persons working in the plant as well as those situated around the premises. Hence the present

plant is drawn up to serve as the manual of handling major emergencies.

Internal telephone systems are provided at work places. Shift in charge at site and other in charge

also given on call handset (Walkie Talkie) for immediate communication to all concerned. The shift

in charge /Site in charge will immediately inform department Head / in-charge, security and

dispensary (if required). The department head in charge will inform Vice president and factory

manager who according to severity of emergency will inform about the emergency to Senior

President.

Onsite emergency planning for Cement plant

Following onsite measures are being / will be taken to avoid/ minimize the risk of accidents &

other hazards in cement plant and power plant:

(i) Alarm and Communication Systems

Communication is crucial factor in handling an emergency. It is the practice at many plants that

any employee can raise an emergency alarm, so allowing the earliest possible action to be taken

to control the situation.

Raising the alarm is the first step in the implementation of the emergency Plan. It is the practice

that in case of any emergency the person who has seen the incident first may inform to security

and after verification the security at main gate will raise the alarm as direction given below:

A. For an emergency -

Siren - short, intermittent siren.

15 second ON and 5 second OFF for five times

B. All clear

Long continuous siren lasting 1.5 minute.

(ii) Fire-fighting System

In view of vulnerability to fire, effective measures will be taken to minimize fire hazard. Fire

protection is envisaged through hydrant and sprinkler system, designed as per the

recommendation of Tariff Advisory Committee of Insurance Association of India. The following

areas in the power station are mainly susceptible to fire:

Cable galleries

Electrical switchgear/ MCC room

Coal handling areas: Conveyors, transfer points, tunnels and storage yard.

Transformers and turbine oil tank






For containment of fire and preventing it from spreading in cable galleries, section wise fire

barriers with self - closing fire resistant doors will be provided. The ventilation systems, if any,

provided in cable galleries will be interlocked with the fire alarm system, so that in event of a fire,

the ventilation system will be automatically switched off. In order to avoid spreading of fire all

cable entries opening in cable galleries, tunnels, channels, floors, barriers etc will be sealed with

non-inflammable/Fire resistant sealing materials.

For detection and protection of the plant against fire hazard, any one or a combination of the

following systems will protect susceptible areas:

Hydrant system.

Automatic high velocity spray system

Medium velocity spray system

Portable fire extinguishers

Fire alarm systems

Fire hydrant points have been provided throughout the premises. Automatic high velocity spray

system has been provided for protection of transformers and cable galleries. Manual medium

velocity spray system has been provided for protection of fuel oil and turbine oil storage tanks and

coal conveyor galleries.

Water for hydrant, spray and sprinkler system has been supplied from the firewater pumps

located in firewater pump house adjacent to Raw Water Reservoir. Portable fire extinguishers of

appropriate types and adequate capacities have been distributed all over the plant to enable

employees in fighting fires in their incident stages. These include Dry chemical powder (DCP),

Foam, CO2, ABC and fire bucket.

Total number of portable fire extinguisher - 773,

Total no. of fire sand bucket - 158

Water monitors - 6.

Table - 7.4 and Table - 7.5 enlist case and Site Specific Fire extinguishers respectively.

Table - 7.4

List of Extinguisher to be used as case specific

S. No. Chemical Name Type of Extinguisher

1 Coke Use: Water fog, CO2, Foam, Dry Chemical

2 Fuel Oil Use: Water spray, foam, dry powder or carbon dioxide

Do Not Use: water jet as an extinguisher, as this will spread the fire

3 HSD Use: Foam, Carbon dioxide, Dry Chemical Powder. Water may be used to cool fire-

exposed containers

4 LDO Use: water fog, foam, dry chemical or carbon dioxide (CO2) to extinguish flames

5 Fly Ash Non Flammable

6 Gypsum Non Flammable

7 Laterite Non Flammable

8 Metal dust Certified class D Extinguishing agent






Table - 7.5

List of Extinguisher to be used as Site specific

S. No. Name of site Type of Extinguisher

1 Cable galleries CO2& Foam type, Dry chemical powder

2 High voltage panel CO2& Foam type, Dry chemical powder

3 Control rooms CO2& Foam type, Dry chemical powder

4 MCC rooms CO2& Foam type, Dry chemical powder

5 Pump Houses CO2& Foam type, Dry chemical powder

6 Guest houses and offices Dry chemical powder, Foam type

7 Godowns Foam type

8 Bunkers, Silo, enclosed dust

collector

CO2 type, N2 type, automatic sprinkler, fixed spray

nozzle(unless water reactive)

(iii) Evacuation Procedure

As the major hazard is only due to fire, which has more or less localized impact no mass

evacuation, procedures are required. Evacuation would involve only the people working very close

to the fire area.

(iv) First Aidand Dispensary (In House Facilities)

A well-equipped dispensary is available with Shree Cement Ltd., Ras with two full time doctors and

supporting paramedical staff. The dispensary operates round the clock and is equipped with four

indoor beds and other required facilities. First aid boxes are kept in the plant at various locations

where employees are using these facilities as and when they required.

(v) Safety

The safety wing led by a Safety officer will meet the requirement of emergencies round the clock.

The required safety appliances shall be distributed at different locations of the plant to meet any

eventualities. Poster/placards reflecting safety awareness will be placed at different locations in

the plant area.

(vi) Head Count

An up-to-date Daily Report of employees and contractor workers within the factory premises is

maintained by our Labor contract office / Time Office, which is located at the factory main gate.

Record of arrival and departure of visitors is also maintained by Security Dept. at the Gate Office.

In case of Emergency, these records will be helpful for counting the evacuated persons from

plant.

(vii) Emergency Training and Exercises

Drills and exercises constitute the second basic component of disaster management. They both

refer to a re-enactment, under the assumption of a mock scenario, of the implementation of the

response actions to be taken during an emergency. The emergency response plans and

emergency preparedness level would be tested through the following drills:






a. Table-top exercise (TTE)

b. Functional exercise (FE)

c. Full-scale exercise (FSE)

All elements/procedures of the On-Site Emergency Plan would be first tested through TTE and

perfected to the extent possible. The Plan then would be modified/ updated. Functional Exercises

basically to ensure proper functioning of various equipment such as the fire-fighting equipment

and the fire hydrant system. The Full-Scale Drill would be conducted to know the level of

preparedness of all teams. Initially, TTE and FE would be conducted periodically.

The following drills are conducted periodically:

a. Plant Emergency Drill for fire

b. Fire Drills at offices and admin building

c. Plant Emergency Drills (fire scenario involving evacuation)

vii) Personal Protective Equipments (PPEs)

Personal protective equipments play a vital role in overcoming major disastrous situation saving

life during onsite emergency. List of recommended Personal Protective equipment (PPE) is given

below in Table - 7.6.

Table - 7.6

Summary of Recommended Personal Protective Equipment according to hazard onsite

Objective Workplace Hazards Suggested PPE

Eye and face

protection

Flying particles, molten metal, liquid

chemicals, gases or vapors, light

radiation

Safety glasses with side-shields,

protective shades, etc.

Head protection Falling objects, inadequate height

clearance, and overhead power cords

Plastic helmets with top and side impact

protection

Hearing protection Noise, ultra-sound Hearing protectors (ear plugs or ear

muffs)

Foot protection Failing or rolling objects, points

objects. Corrosive or hot liquids

Safety shoes and boots for protection

against moving and failing objects, liquids

and chemicals

Hand protection Hazardous materials, cuts or

lacerations, vibrations, extreme

temperatures

Gloves made of rubber or synthetic

material (Neoprene), leather, steel,

insulation materials, etc.

Respiratory

protection

Dust, fogs, fumes, mists, gases,

smokes, vapors

Facemasks with appropriate filters for

dust removal and air purification

Body / leg protection Extreme temperatures, hazardous

materials, cutting and laceration

Insulating clothing, body suits, aprons etc.

of appropriate materials

Fly Ash Fly ash handling and storage Wear dust-proof goggles, dust mask and

rubber or PVC gloves.






Apart from this, all the employees are provided with helmets and safety shoes. It is statutory on

the part of the company employees to wear the appropriate safety gear given while attending

duty in the factory.

7.4.4.3 Off-Site Emergency Planning

The off-site emergency plan is an integral part of any hazard control system. It is based on those

accidents identified by the works management, which could affect people and the environment

outside the works. Thus, the off-site plan follows logically from the analysis that took place to

provide the basis for the on-site plan and the two plans therefore complement each other. The

roles of the various parties that may be involved in the implementation of an off-site plan are

described below. The responsibility for the off-site plan will be likely to rest either with the works

management or with the local authority.

Either way, the plan must identify an emergency coordinating officer who would take overall

command of the off-site activities. Consideration of evacuation may include the following factors:

In the case of a major fire but without explosion risk (e.g. an oil storage tank), only

houses close to the fire are likely to need evacuation

If fire is escalating very fast it is necessary to evacuate people nearby as soon as possible.

In acute emergency people are advised to stay indoors and shield themselves from the

fire.

Organization

Organizational details of command structure, warning systems, implementation procedures,

emergency control centres include name and appointments of incident controller, site main

controller, their deputies and other key personnel involved during emergency.

Communications

Identification of personnel involved, communication centre, call signs, network, list of telephone

numbers.

Special Emergency Equipment

Details of availability and location of heavy lifting gear, specified fire-fighting equipment, fireboats

etc.

Voluntary Organizations

Details of Voluntary organizations, telephone numbers nearby of hospitals, Emergency helpline,

resources etc are to be available with chief authorities.

Non-government Organizations (NGO)

NGO s could provide a valuable source of expertise and information to support emergency

response efforts. Members of NGOs could assist response personnel by performing specified

tasks, as planned during the emergency planning process.






Evacuation of personnel from the affected area

Arrangements at rallying posts and parking yards

Rehabilitation of evacuated persons

Chemical information

Details of the hazardous substances (MSDS information) and a summary of the risks associated

with them are to be made available at respective site.

Meteorological information

There is to be arrangements for obtaining details of weather conditions prevailing at r before the

time of accident and weather forecasts updates.

Humanitarian Arrangements

Transport, evacuation centres, emergency feeding, treatment of injured, first aid, ambulances,

temporary mortuaries.

Public Information

Dealing with the media-press office

Informing relatives, etc

Assessment

Collecting information on the causes of the emergency

Reviewing the efficiency and effectiveness of all aspects of the emergency plan.

Role of local authority

Local Authorities like Panchayat, Sabha, Samity, municipalities can help in combating emergency

situation after assessing the impact scenario in rescue phase.

Role of police

The police is to assist in controlling of the accident site, organizing evacuation and removing of

any seriously injured people to hospitals.

Co-ordination with the transport authorities, civil defence and home guards

Co-ordination with army, navy, air force and state fire services

Arrange for post mortem of dead bodies

Establish communication centre with easy contact with ECC.

Role of Fire Brigade

The fire brigade is to be organized to put out fires and provide assistance as required during

emergency.

Media

The media is to have ready and continuous access to designated officials with relevant

information, as well as to other sources in order to provide essential and accurate information

to public throughout the emergency and to avoid commotion and confusion.






Efforts are made to check the clarity and reliability of information as it becomes available, and

before it is communicated to public.

Public health authorities are consulted when issuing statements to the media concerning

health aspects of chemical accidents.

Members of the media are to facilitate response efforts by providing means for informing the

public with credible information about accidents involving hazardous substances.

Role of health care authorities

Hospitals and doctors must be ready to treat all type of injuries to causalities during

emergency

Co-ordinate the activities of Primary Health Centres and Municipal Dispensaries to ensure

required quantities of drugs and equipments

Securing assistance of medical and paramedical personnel from nearby hospitals/institutions.

Temporary mortuary and identification of dead bodies

7.4.5 Conclusion

It has concluded that there will be no major risk involved due to proposed project activity. Proper

precaution will be taken so risk can be minimized. Personal Protective Equipments (PPEs) will help

to minimize the health hazards and accidental casualties. So it is safe to say that there will be no

major risk involved due to the proposed expansion project.




Chapter - VIII of Final EIA / EMP Report


CHAPTER-VIII

PROJECT BENEFITS

8.1 INTRODUCTION

M/s. Shree Cement Limited (SCL) believes holistic socioeconomic development of the local

community is the need of the hour. It truly believes that a company s prosperity is linked with that

of its neighboring communities. All the development related and community support activities are

driven at all cement manufacturing and grinding units and have continuous on-going social

interventions.

8.2 PROMOTION OF SOCIAL AND ECONOMIC STATUS

The beneficial aspects of the projects on the socio-economic environment of the area are in the

areas of employment, service, trade, commerce, public utility, literacy, social awareness, health

care facilities, recreation etc.

SCL will contribute substantially to the overall economy and social development of the area

through Enterprise Social Commitment (ESC) activities.

The operation zone of the ESC activities for the proposed expansion project will be extended to

the nearby villages of project site. The company will propose plans to supplement the existing

governmental programs among the local population. Environmental awareness will be created

among people by organizing awareness camps. Developmental activities will be carried out

keeping sustainable development in mind.

OUR VISION

Lead in creating Prosperity and Happiness for all stakeholders through Innovation and Sustainable

Practices

As an organization, SCL spread happiness amongst everyone connected with their eco-system and

create wealth for investors, employees, business associates and communities where SCL operate by

experimenting and implementing new ideas for improving efficiencies and maximizing the ratio of

output product to input resources.

Based on the needs assessment, the ESC programmes will be customized and implemented while

partnering with government agencies, NGOs, local Panchayats for implementation. 'Village

Development Committees' will be formed to engage with the community; plan, monitor and

coordinate the ESC activities. Major areas undertaken by SCL under ESC activities have been

shown below in Figure 8.1.






Figure 8.1: Major areas under ESC activities

8.3 ESC Activities Carried Out by Shree CementLtd.

Various activities carried out under ESC by SCL are as follows:

8.3.1 Primary Education Programmes

As part of Shree Samaj Sewa , SCL is running centres of Shree ki Pathshala (SKP) where

238 girl children are enrolled as on date. The programme covers 12 villages and caters for basic

primary education for girl children who have not been able to go to school

Bal Melas have been organized to attract children towards education and provide them a

platform to identify their skills and expertise in various villages

Umang Programme allows SKP Girls to get involved in diverse interests including importance

of education. It is important for them to be very diverse in their interests based upon locally

available resources for crafts, painting etc

A Computer Learning Centre at Village Babra, Butiwas and Ras has been set up under

Computer Literacy Programme. Around 475 students has been benefitted so far in these

centres. These Computer learning centres keep them updated with the latest technologies

SCL has constructed a new Primary School at villages Chapar Ki Dahni, Ras

SCL provides scholarships to ITI students, so that they can persue technical course and can be

gainfully employed

SCL has adopted various schools in the region. SCL promotes quality education in the area

distribution of educational materials to children was done in Government schools. Students

were provided with Study materials like exercise books, drawing book, pen, colour pencil,

geometry box and water bottles






Details of School Adoption Programme by SCL

S.

No.School Village Works Undertaken/ Material Provided

1. Government Upper

Primary School

Bagatpura - 50 Sets of Stool and Table

- 15 Visiting Chairs

- 1 office Table

- 1 Podium

- 110 Steel plates

2. Govt. Upper Primary

Sanskrit School

Khera - 30 Sets of Stool and Table

- Fitting of Doors and Windows in Classrooms


School

Bhimgarh - 60 Stools and 30 Tables

- 3 fans and 5 Tube Lights,

- Electric Wiring Fittings,

- One Computer Set with Printer

- 3 Carpets (Dari)

4. Govt. Primary School Jagtiya - Upliftment of School Boundary wall

- Electric wiring Fittings

5. Govt. Primary School Jawangarh - Repairing of Roof and veranda

- Repairing of Toilet


School

Nimbeti - 40 Sets of Stools and Table

- One Computer Set with Printer

- 2 Almirah

- 4 Visiting Chairs

7. Govt. Girls Secondary

School

Babra - 50 Sets of Stools and Table

- Construction of Girls Toilets,

- 1 office chair

- 1 Office Table

- 5 Visiting chairs

8. Govt. Senior Secondary

School

Kolpura - 100 Sets of Stools and Table

- 2 Set of office Table and Chairs

- 1 Carpet (Dari)

- Cleaning of School Premises

9. Govt. Boys Upper

Primary School

Babra - Construction of Veranda

- Fitting of Tin Shed

10. Govt. Senior Secondary

School

Ras - Upliftment of School Boundary Wall

- 2 Carpet (Dari)

Details of School Support Programme by SCL

S.No. Panchayat Village Name of the School No. of Students Benefitted

1. Pratapgarh Pratapgarh Government Secondary School 320

2. Pratapgarh Naharpura Government Upper Primary School 282

Total 602






Shree ki PathshalaBal Mela

Computer Literacy Programme UmangProgramme

Computer and Printer provided to School Construction of School Building for New Primary School

School Support Programme ITI scholarship programme






8.3.2 Promoting Gender Equality and Women Empowerment Programmes

Eight Self Help Groups (SHGs) which will help in inculcating a habit of saving and create corpus to

undertake entrepreneur assignments under Shree Shakti Project.

SCL has carried out income generation Programme for girls.

SCL provides basic required items for marriage of Girls from BPL families who got married after

attaining the age of 18 years. The materials like Stainless Steel Utensil Set, Sewing Machine, Dress

for Bride and Bride Groom, GI Box (peti), Iron, Bedding Set, Cooking Stove and Cooker are being

present to the Bride.

SCL has started the program named Baalika Bachao Aandolan to reduce the infant mortality and

improving the Girl Child Sex Ratio (C.S.R) in the operational area of S.C.L Ras. Support of Rs. 5000

as Fixed Deposit for 18 years is being provided to the Girl Child of BPL families. The amount can be

withdrawn by the girl parents only after the completion of 18 years of age, which can be utilized

for providing Higher Education / Marriage.

Training and Exposure of SHG Members Practice session of the SHG Members

Support to BPL Families on Marriage Programme Save the Girl Child Campaign

8.3.3 Agriculture Development programmes

SCL has taken various initiatives for agricultural development like Exposure visits of farmers,

Agriculture training, distribution of agriculture seeds and fertilisers, providing subsidy for

agriculture equipment etc.






Exposure Visits of Farmers: SCL is promoting new agriculture techniques and creating knowledge

base of the farmers by exposure visits and trainings. During the last six months SCL organized

exposure visits to Krishi Vigyan Kendra, Ajmer to improve knowledge base of farmers on new

Horticulture and agricultural techniques like Green House scheme for nursery development, Fruit

plant scheme, Farm Pond scheme to develop a farm pond at fields, Solar energy scheme and

Onion storage schemes.

Agriculture Training: Farmers' training is provided at the local level by classroom and practical

demonstrations through SCL s internal faculty as well as with the support of Govt s Subject Matter

Specialist (SMS)

Subsidy for Agriculture Equipment: SCL has helped 47 farmers from SCL s operational villages

under Agricultural Equipment Programme Agricultural department, Government of Rajasthan

by provision of Sprinkler Set, HDPE Pipe and sprayers for adopting the modernized farming

techniques.

Distribution of Agriculture Seeds and Fertilizer: To increase the agriculture production SCL

facilitated provision of improved / hybrid seeds and fertilizers to 26 farmers through Department

of Agriculture

Exposure Visits of Farmers Agriculture Training

Distribution of Agriculture Seeds and Fertilizer Distribution of Agriculture Seeds and Fertilizer






8.3.4 Reducing Child Mortality and Improving Health

Rural Health camps: To provide medical services and improve the health status of the villagers

Rural Medical Camps are organized in the adopted villages, three days in a month, in which

about 50 patients are treated in each camp by the expert medical team of Shree Cement

Limited.

Promotion of Institutional Delivery: For improvement of Institutional Delivery system we have

appointed 10 Sakhis (Rural Health Volunteer) at Village level. Sakhis (local women) act as

health educators and promoters in their communities

Shree Swashthya Vahini - Mobile Ambulance Service: In order to make delivery of the health

care services easy and convenient for the villagers SCL have started Shree Swashthya Vahini-

Mobile Ambulance

24 Hours Transport Facility for Delivery cases: Under Shree Samaj Sewa SCL provide 24 Hours

Ambulance Services on critical delivery cases in the Periphery villages of our Ras Plant

PHC/CHC/Sub Centre Adoption Programme: PHC/CHC/Sub Centre Adoption Programme: Shree

Cement, Ras has taken an initiative to adopt 2 PHCs and 1 Sub centre of nearby Panchayats for

three years under the public private partnership (PPP) Scheme.

Shree Chetna Project: To contribute in the Child Development scheme under Shree Chetna SCL

have adopted 11 Anganwadi centres nearby plant area in collaboration with the Women and

Child Development Department GoR.

Rural Health camps Fully Equipped Sub-Centre Bagatpura

ECG Machine for PHC Giri Ras II Anganwadi Bagatpura






8.3.5 Ensuring Environment Sustainability

Repair / Deepening of Anicuts/ Nadi:

SCL is doing various projects like Repair/ Deepening of Anicuts/ Nadi, distribution of saplings

etc. to ensure Environment Sustainability.

Distribution of Saplings: Saplings of Ber, Nimbu, Avla and shadow tree have been distributed

amongst 291 farmers for mass tree plantation in villages to cover the open areas.

Orchard Development: Its purpose is to help local farmers in enhancing orchards. The project

focuses on setting up and running orchard, giving practical advice on day-to-day

management. In order to promote the development of Orchards, subsidy was provided to Sh.

Arjun son of Mala, Bhimgarh Village.

Repair work of Anicut

Orchard Development

8.3.6 Social Business Projects

SCL has done various Commumity development projects in the surrounding regions such as:

Construction of Water Storage Tank

Construction of Kheli (Open Water Storage Tank for Drinking Purpose of Animals)

Construction/ Renovation of Hatayi Shed

Support for Gaushala Development Work

Construction of Village Roads(Babra, Naya Gaon, Bhimgarh, Bagatpura, DungatokaBadia,

Butiwas)

Construction of Community Centre






Construction of Water Storage Tank Construction of Kheli

Gaushala at Butiwas Before Gaushala at Butiwas After

Interlock Blocks at Temple Construction of New Community Hall, Shyampura

Support of cement and materials for different religious activities: As per request from the

villagers SCL have provided cement bags support for various religious places, Details are as

follow:

S. No. Activity Number of Bags

1 GoshalaGiri 150

2 Repairing work at Vishkarma Temple and Biratiya Khurd 175

3 Support for the development work at Shyam Mandir at Ramgarh 80

4 Development work at Ramdev Temple, Babra 100






Installation of Safety Sign Boards: SCL Ras under Shree Samaj activities has taken the major

step of installing the Safey Sign Boards along the road side which will reduce the hazard, road

accidents. 183 Sign Boards were installed in the key areas from Beawar to Ras.

Contribution for Religious Festivals, Melas, Social Groups and Samitis: In order to encourage

cultural, social and religious activities, SCL has provided support for following 10 Melas in

which nearly 50,000 people participate.

8.3.7 Employment Enhancing Vocational Skills

Vocational training on Household Fittings and Appliances: One-month training on electrical

wiring and repairing of household gadgets like cooler, fan, press, mixer etc was conducted for

25 youths of the region.

Vocational Training Programme on Mobile Repairing: Thirty percent of the population is using

mobile phones in their everyday life. Day by Day the number is increasing and there is a lot

more demand for repairs and service work in rural areas. SCL conducted mobile repairing

training for 25 youth from our operational villages.

Vocational training on Household Fittings and Appliances Mobile Repairing Training






Expenditure on ESC activities incurred during last Five years

Expenditure on ESC activities incurred during last Five years by SCL is given in Table - 8.1.

Table - 8.1

Expenditures incurred on CSR Activities

S.

No.Particulars 2011-12 2012 -13 2013-14 2014-15 2015-16

1.Health & family Welfare

Programmes455654 4426061 3189560 4596865 2527490

2.Education Promotion

Programmes2930666 1449689 3564161 8340810 6340000

3.Women Empowerment &

development Programme77780 145156 715510 3072599 1212485

4.Contribution in Religious & Social

Programmes5019430 713168 683927 - -

5.Community Infrastructure

development projects6710424 9182280 4313708 14821824 34116692

6. Agriculture & land development 40550 223728 3823012 3284971 742647

7.Training and capacity building

programme36857 10200 - 5319134 388100

8. Sponsorship, sports etc. - 3567129 5022223 1279000 47167

9. Drinking water Projects - 139897 - 4412652 775331

11.Natural Resource management &

water shed development446953 509475 525215 - -

Total 15718314 20366783 21837315 45128855 46149912

Table - 8.2

Proposed Expenditure on CSR activities

S.

No.Activity Heads

YEARS (Rs. in Lacs) Total Amt.

(Rs. in Lacs)1st 2nd 3rd 4th 5th 6th to 10th

1.Health & Family Welfare

Programmes10.0 12.0 16.0 18.5 24.0 120.0 200.5

2.Education Promotion

Programmes7.0 10.0 11.0 14.0 17.0 85.0 144.0

3.Women Empowerment and

Development Programme7.0 9.0 12.0 14.0 18.0 90.0 150.0

4.Contribution in Religious

andSocial Programmes4.0 5.0 8.0 9.0 10.0 50.0 86.0

5.Community Infrastructure

Development Projects74.0 106.0 108.0 143.0 146.0 730.0 1307.0

GRAND TOTAL

(@2.5% of Total Project Cost)102.0 142.0 155.0 198.5 215.0 1075.0 1887.5





Table - 8.3

Detailed Activity-wise Action Plan for ESC Activities

(Rs. in Lacs)

S.

No.Major Projects

1st

Year2ndYear

3rd

Year

4th

Year5thYear 6th to 10thYear

Total

AmountESC Activities

Health and Family Welfare Programmes

1.Shree Mamta Sanklap (MCH) Health check camp for

Ante anatal mother and children up to one yr of age)5.00 5.00 7.00 7.00 10.00 50.00 84.00

To provide Nutrition supplement, health checkup

facility & maintain all data of target group.

2.Health awareness programme on drug de addiction,

sanitation,1.00 1.50 2.00 2.50 4.00 20.00 31.00

To sensitize the community about Govt. Schemes

for MCH, vaccination, safe delivery etc.

3.Immunization programme for children not covered in

Govt. RI programme for Hepatitis B, MMR Etc.2.00 3.00 4.00 5.00 5.00 25.00 44.00 Hepatitis B, MMR, ETC.

4.Chikitsa Apke Dwar Visits of Mobile unit to nearby

village & Distribution of Medicines2.00 2.50 3.00 4.00 5.00 25.00 41.50

Checkup of patients Medical advice and distribution

of medicines

5. School Health camp 10.00 12 16 18.5 24 120.00 200.50 General health checkup , distribution of eatables

Sub - Total 10.00 12 16 18.5 24 120.00 200.50

Education Promotion Programmes

1.Shree ka Hath Shiksha main ApkaSath

Scholarship, books, uniform to merit holder children5.00 7.00 7.00 9.00 10.00 50.00 88.00 To provide education material support to students.

2. Financial support to sports tournament 2.00 3.00 4.00 5.00 7 35.00 56.00

Sub - Total 7 10 11 14 17 85 144.00

Women Empowerment and Development Programme

1.Formation of Self Health Group (SHG) including

documentation5 5 7 7 10 50.00 84.00

2. Income Generation programmes 2 4 5 7 8 40.00 66.00Awareness project for women about health &

hygiene, education, women rights & Govt. Schemes

Sub - Total 7 9 12 14 18 90 150.00

Contribution in Religious & Social Programmes

1.Contribution in religious festivals, Melas e.g. Local

fares and sports activities2 3 4 5 5 25.00 44.00 Within all nearby village as per prevailing practices





S.

No.Major Projects

1st

Year2ndYear

3rd

Year

4th

Year5thYear 6th to 10thYear

Total

AmountESC Activities

2.

Contribution for various programmes which

organized by other social groups &samitis such as

Mass Marriages etc.

2 2 4 4 5 25.00 42.00Financial assistance to external agencies for

organizing such events

Sub - Total 4 5 8 9 10 50 86.00

Community Infrastructure Development Projects

1. Development of community center 10 12 12 15 15 75.00 139.00To provide permanent structure for organizing

community development programmes

2. Drinking Water 5 7 7 10 11 55.00 95.00 Drinking water arrangement for local area.

3. Construction of CC roads, drainage & water tanks etc. 50 75 75 100 100 500.00 900.00

4. Rebate on cement for local works 4 5 7 8 10 50.00 84.00

5. Providing School Infrastructure 5 7 7 10 10 50.00 89.00Additional rooms, furniture, playground, toilets, and

computer lab. etc.

Sub - Total 74 106 108 143 146 730 1307.00

Grand Total 102.0 142.0 155.0 198.5 215.0 1075.0 1887.5






8.4 CONCLUSION

Shree Cement Plant at Pali (Raj.) has generated a fair amount of direct and indirect employment in

the study region. The local economy has received a boost due to employee spending and services

generated by the company. The overall effect has improved the buying power of employees and

thus a higher standard of living viz. better education, improved health and sanitation facilities,

housing etc. This is envisaged as a major positive benefit, which ultimately lead to the sustainable

development of the region.




Chapter - IXof Final EIA / EMP Report


CHAPTER - IX

ENVIRONMENTAL COST BENEFIT ANALYSIS

9.1 ENVIRONMENTAL COST BENEFIT ANALYSIS

As per EIA Notification dated 14th Sept., 2006, as amended from time to time; the Chapter on

Environmental Cost Benefit Analysis is applicable only, if the same is recommended at the

Scoping stage.

As per the ToR points issued by MoEFCC, New Delhi vide letter no. J-11011/343/2012-IA II (I) dated

10th Feb., 2016 for the proposed expansion project, the Environmental Cost Benefit Analysis is not

required.




Chapter - X of Final EIA / EMP Report


CHAPTER-X

ENVIRONMENTAL MANAGEMENT PLAN

10.1 INTRODUCTION

Shree Cement Limited (SCL) is committed to comprehensive Environment Management Plan for

environmental protection and conservation in proposed expansion of Integrated Cement Plant at

Village: Ras, Tehsil: Jaitaran, District: Pali(Rajasthan). SCL is already implementing a well laid

Environmental Management Plan at SCL, Ras.

Based on the evaluation of impacts and baseline conditions, an Environmental Management Plan

(EMP) has been delineated to mitigate the adverse impacts of proposed expansion project 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 the adverse environmental impacts or reduce them to acceptable levels.

The present environmental management plan addresses the components of environment

affected during construction of the plant and by different operations in a Cement Plant.

The EMP is herein outlined after taking into account the various Acts, Rules and Regulations /

Standards concerned with the environmental management.

Aims of EMP:

Overall conservation of the environment

Minimization of waste generation and pollution

Judicious use of natural resources and water

Safety, welfare and good health of the work force

Ensure effective operation of all control measures

Vigilance against probable disasters and accidents

Monitoring of cumulative and longtime impacts

Environmental Management Plan is detailed under the following heads:

Air Quality Management

Noise Management

Waste Water Management

Solid and Hazardous Waste Management

Energy Conservation

Greenbelt Development and Plantation Programme

Occupational Health and Safety Measures






10.2 AIR QUALITY MANAGEMENT

The major pollutants of air in a cement plant are the suspended particulate matters from the

various stacks and fugitive emissions due to material handling.

10.2.1 Stack Emissions and Control Technologies

A stack is a type of chimney, a vertical pipe, channel or similar structure through which

combustion product gases called flue gases are emitted to the outside air.

To keep the PM emissions from stack below permissible limits, all major sources of air pollution

(i.e. kiln, cooler, cement mill etc.) will be provided with RABH / Bag filters / ESP. List of air

pollution control equipments is given in Table - 10.1 and Emission Details are given in Table - 10.2.

Table - 10.1

List of Air Pollution Control Equipments

S.

No.Locations

Control Equipment Efficiency

Existing Proposed 99.9 %

1. Raw Mill and Kiln Bag House and ESP Bag House 99.9 %

2. Coal Mill Bag House Bag House 99.9 %

3. Clinker Cooler ESP ESP 99.9 %

4. Cement Mill Bag House Bag House 99.9 %

5.Captive Power

PlantESP Nil

99.9 %

6.

Mixer and Den of

Synthetic Gypsum

unit

Wet Scrubber Nil 99.9 %

Photographs of existing air pollution control equipments are shown in Figure - 10.1.

Raw Mill & Kiln RABH Coal Mill Bag House

Clinker Cooler ESP

Figure 10.1: Existing Air Pollution Control Equipments






Table - 10.2

Emission Details

Stack attached toStack

no.

Height from

ground level (m)

Internal Diameter

(Top)(m)

Emission Rate (kg/hr.)

PM SO2 NO2

Raw Mill and Kiln-3 &4

Common Stack1 112 5.6 20.22 97.74 539.10

Coal Mill-3 1 110 1.4 2.34 NA NA

Clinker Cooler-3 1 55 4.01 8.16 NA NA

Cement Mill-3 1 45 1.46 1.58 NA NA

Coal Mill-4 1 110 1.4 2.34 NA NA


Cement Mill-4 1 45 1.63 1.50 NA NA

Raw Mill and Kiln-5 1 112 3.8 10.11 48.87 269.55

Coal Mill-5 1 110 1.4 2.22 NA NA


Raw Mill & Kiln-6 1 112 3.8 11.23 54.30 299.50

Coal Mill-6 1 110 1.4 2.34 NA NA


Raw Mill and Kiln-7 1 112 3.8 11.23 54.30 299.50

Coal Mill-7 1 110 1.4 2.34 NA NA


Raw Mill and Kiln-8 1 112 3.8 11.23 54.30 299.50

Coal Mill-8 1 110 1.4 2.34 NA NA


Raw Mill and Kiln-9 1 150 5 23.53 146.61 627.37

Coal Mill-9 1 63 2 4.21 NA NA


Raw Mill and Kiln-10 1 150 5 23.53 146.61 627.37

Coal Mill-10 1 63 2 4.21 NA NA


RNCU VRM 1 50 4 11.72 NA NA

RNCU Ball Mill 1 27 1.63 1.60 NA NA

Synthetic Gypsum (scrubber) 1 50 1.8 2.11 NA NA

Boiler 3 1 92 2.3 6.09 73.14 36.57

Boiler 4 and 5 1 105 3.15 6.36 76.35 38.17

Boiler 7 and 8 1 115 3.2 6.36 76.35 38.17

Boiler 9 and 10 1 95 3.2 6.09 73.14 36.57

10.2.2 Fugitive Emissions, Sources and Control Technologies

10.2.2.1 Fugitive Emissions

Fugitive emissions are the air pollutants released in the air other than those from stacks or vents.

Fugitive dust may be defined as any solid particulate matter that becomes airborne by natural or

man-made activities, excluding particulate matter emitted from an exhaust stack .






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

10.2.2.2 Sources of Fugitive Emissions in Cement Plant and Mitigation Measures

Storage of Raw Materialsand Finished Product

Dust may be generated here due to carryover by wind. However, to avoid this, clinker will be

stored in clinker silos; fly ash will be stored in silos and gypsum in covered yard.Details reg.

storage facilities for raw material and product are given in Table - 10.3 and photographs are shown

in Figure - 10.2.

Table - 10.3

Storage Facilities

S.

No.Type of Materials

Type of Storage Capacity (Tonnes)

Existing Proposed Existing Proposed

1. Limestone Stock pile Stockpile 540000 240000

2. ClinkerStockpile /

Silo

Stockpile /

Silo300000 75000

3.Indian and Imported Coal,

Pet Coke & LigniteCovered Dome Silo Covered Dome Silo 550000 200000

4. Cement Silo Silo 35000 4x7500

5.Gypsum (Mineral, Synthetic,

Chemical & Imported)Covered Yard Covered Yard 15000 20000

6. Fly ash Silo Silo 10500 2x5000

7.Laterite/ Lead Zinc Slag/iron

oreStockpile Stockpile 50000 3000


Raw Meal Silo Cement Silo






Clinker Silo

Coal and Pet Coke Storage Dome Silo Pond ash and Gypsum Storage Shed

Figure 10.2: Existing Storage Facilities

Transportation

Transportation of clinker to the clinker silo will be done through covered conveyor belt in a very

controlled manner; while that of the fly ash to fly ash silo will be done pneumatically from tankers.

This will help in reducing the fugitive emissions. Movement of heavy trucks/vehicles on the non-

metallic 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 plant premises are / will be concreted.

Regular sweeping of all the roads and floors is/will be done by vacuum sweeping machine.

Sprinkling of water through tankers is/will be done on bare lands and roads.

Material Transfer

Dust is/will be generated from all the transfer points of belt conveyors. This is/will be controlled by

spraying water at unloading points and providing bag filters at all transfer points. 16 nos of bag

filters for clinker Unit XI and 34 nos of bag filters are proposed to be established for new Cement

mill. The details of the Bag Filters are given in table below:






Clinker Silo



Transportation









Material Transfer










Clinker Silo



Transportation









Material Transfer










Details of Bag Filters for Control of Fugitive Emission for Clinker Unit XI

Sr.

NoApplication Location Material

Qty. of supply

in one set(No)

Gas temp.

(Deg.C)

Revised Gas

volume

(m3/hr)

1 Lime Stone CrusherNear Crusher discharge

belt head pulleyLimestone dust 1 50 10000

2 Vibrating Screen At Screen house Limestone dust 1 50 20000

3 Raw Mill Hoppers topOn top of raw material &

additive hoppersLimestone dust 1 50 15000

4 Raw Mill TransportTransfer tower of raw

material beltsLimestone dust 1 50 10000

5Raw mill reject

recirculation

Near Raw mill reject

elevatorLimestone dust 1 100 max. 10000

6 Raw Meal TransportBetween cyclones to RM

Silo above air slidesLimestone dust 1 100 max. 15000

7 Raw Meal Silo TopOn the top of raw meal

siloLimestone dust 1 100 max. 15000

8Raw mill Silo

extraction

On air slides at silo

extractionLimestone dust 1 100 max. 7500

9 Kiln Feed Bin Pre heater first floor Limestone dust 1 100 max. 15000

10 Preheater Top Pre heater top floor Limestone dust 1 100 max. 15000

11 Raw Coal HopperAbove coal hoppers at

the belt discharge.Coal dust 1 50 15000

12 Fine Coal HopperOn the floor below coal

mill main bag houseCoal dust 1 50 7500

13 Clinker TransportOn transfer tower of

clinker belts.Clinker Dust 2 100 10000

14 Clinker Tank Top At the discharge of DPC Clinker Dust 1 100 35000

15

Clinker Hopper /

Clinker Bulk Loading

Hopper

On the top of hoppers

for truck loading points.Clinker Dust 1 100 15000

Total 16

Details of Bag Filters for Control of Fugitive Emission for Cement Mill

S. No. Bag Filter Location Quantity Capacity

1. Bag filter with fan at Bucket elevator 1 7500 m3/hr

2. Bag filter with fan above clinker tank 1 35000 m3/hr

3. Bag filter with fan at clinker tank outlet belts, 2 Nos. 2 10000 m3/hr

4. Bag Filter with fan at TT2 1 3000 m3/hr

5. Bag filter with fan for reject circuit(elevator) 1 15000 m3/hr

6. Bag filter with fan for reject circuit 1 7500 m3/hr

7. Bag filter with fan for product transport air slide, 2 Nos 1 10000 m3/hr






S. No. Bag Filter Location Quantity Capacity

8. Bag filters with fan for Dry Fly ash dump hopper de-dusting 2 50000 m3/hr

9. Bag filters with fan for Gypsum dump hopper de-dusting 1 20000 m3/hr

10. Bag filter at FA Silo top 1 15000 m3/hr

11. Bag filter for fly ash Air Slide Extraction feeding to Mill 1 3000 m3/hr

12. Bag filter for collecting bin (fly ash silo) 1 7500 m3/hr

13. Bag filter at Cement Silo top (1+1) 2 7500 m3/hr

14. Bag filter for air slides & packing plant elevator boot 3 10000 m3/hr

15. Bag filters for Roto packer Dedusting -3 no's 3 40000 m3/hr

16. Bag filters for Roto packer Dedusting -3 no's 3 20000 m3/hr

17. Bag filter above clinker hopper 1 15000 m3/hr

18. Bag Filter for Air slides below bag house 1 10000 m3/hr

19. Bag Filter for Dedusting at Belt Conveyor Below weigh feeders 1 20000 m3/hr

20. Bag filter for above elevator & air slide venting 1 15000 m3/hr

21. Bag filter for venting of product air slide 1 15000 m3/hr

22. Bag filter for venting of mill outlet elevator & air slide 1 10000 m3/hr

23.Bag filter for venting for transport auxiliaries & elevator venting in

Cement mill section1 20000 m3/hr

24. Cement mill venting (Ball Mill) Bag house 1 65000 m3/hr

25. VRM venting Pulse Jet Bag house 1 480000 m3/hr

Total 34

As per CPCB Guidelines following measures are /will be implemented in the Cement Plant to

control the generation of fugitive emissions:

Enclosures are/will be provided for unloading operations

Water is/will be sprayed during unloading of materials

Bag filters are/will be installed at all transfer points to reduce fugitive dust emissions.

Atomized water spraying system is/will be provided on raw material unloading hoppers.

Water Spray on roads & other areas by Mobile tanker/water sprinklers.

All the Roads inside the plant premises are/will be concreted.

Regular sweeping of all the roads & floors is/will be done.

Dust collected from air pollution control equipment is/will be totally recycled in the process.

Fly ash is/will be pumped directly from the tankers to silos pneumatically in closed loop or

mechanically such that fugitive emissions do not occur.

Dry fly ash is/will be transported into closed system.

The packing machine is/will be equipped with dust extraction arrangement. Dust is/will be

captured in bag filters.






Other Measures Implemented in the Cement Plant to Reduce the Dust Emission

Maintenance of Bag Houses and ESPs

Maintenance of the Bag houses includes replacement of bags, checking the performance of the Bag

House, maintenance of ID fans etc.

The information on performance of Bag Houses and ESPs in relation to the process/ production a

condition is/will be collected to optimize the efficiency of Bag Houses and ESPs.

All the bag filters and bag houses in the project are/will be designed for higher loads and gas flow,

which can meet the proposed enhancement in production.

Sources of Emissions in the Cement Plant

For achieving effective prevention and control of potential fugitive emission sources in cement

manufacturing plants, specific requirements along with guidelines have been given by CPCB, which

is/will be followed specifically in the project operation. Regular inspection is/will be carried out for all

fugitive control system and records are/will be maintained as per CPCB guidelines.

For the purpose of effective prevention and control of fugitive emissions, regular monitoring is/will be

done and also, following measures are/will be taken as per the guidelines:

1. Unloading Section (Limestone, Coal &Other Relevant Material)

S. No. Guidelines Control Measures provided/to be Provided

1. The enclosures for the unloading sides could be flexible

curtain type material covering up to height of dumpers

discharge from the roof.

Enclosures are/will be provided for all

unloading operations, except wet materials

like gypsum.

2. A dust suppression system should be provided to spray

water. The amount of water sprayed should preferably be

optimized by employing proper design of spray system.

Suitable systems may be adopted to reduce the problems

like choking, jamming of the moving parts.

Water is/will be sprayed on the material

prior and during unloading.

2. Material Handling Section (Including Transfer Points)


1. The enclosures from all sides with the provision for access

doors, which shall be kept, closed during operation.

Spillages should be periodically removed.

Transfer point locations are/will be fully

enclosed.

2. Either water spray system should be provided for

suppressing the air borne dust or dry extraction cum bag

filter with adequate extraction volume should be

installed.

Air borne dusts at all transfer locations /

points are/will be controlled either by

spraying water or by extracting to bag filter.

3. Spray sufficient quantity of water to moist the top layer

to avoid wind blowing of fine particles.

Water is/will be periodically sprayed on the

stockpiles so as to retain some moisture in

the top layer.






3. Coal Storage Section


1. A board should be erected to display the area earmarked. Coal yard/storage area is/will be clearly

earmarked on the Board.

2. Proper pathways with entry and exit point should be

provided.

The pathways in coal yard for vehicle

movement is/will be paved.

3. Any deposits of dust on the concrete roads should be

cleaned regularly by sweeping machines.

Accumulated dust is/will be removed

/ swept regularly and the area is/will be

watered after sweeping.

4. Wherever blending activity is carried out by chaining in

open ground, covered shed should be provided to reduce

the fine coal dust getting airborne. The enclosure walls

shall cover minimum three sides up to roof level.

Coal other than coal stockpile is/will be

preferably stored under covered shed.

5. The enclosure should be from three sides and roof so as

to contain the airborne emissions.

The coal stock pile is/would preferably be

under covered shed.

6. Instead of dust extraction cum bag filter system, if dust suppression measure is used, following

additional control measures should be provided.

a. Coal should be sufficiently moistened to suppress fines by

spraying minimum quantity of water, if possible.

Wetting before unloading.

b. Water spray should also be applied at crusher discharge

and transfer points.

Spray water at crusher discharge and

transfer points.

4. Clinker Cooler Section


1. The possibilities especially in new cement plant may be

explored for the following:

The unit may need to add on / install necessary provisions

for separating fine particulates from the clinker cooler

ESP collection. Fines separation may be achieved by

passing collected dust through cyclone, the fines

escaping cyclone to be separated, cyclone collection

(coarse particles) could be recycled. The fines shall be

recycled to the last possible destination (like clinker day

silo) suitable or safely disposed.

Air borne fines extracted from clinker cooler

is/will be separated and recycled.

ESP is/will be provided at clinker cooler.

5. Clinker Stock Piles Section


1. Bag filter may be provided before venting out the gases. The same is/will be done at plant unit.

2. The enclosures should have a venting Clinker is/will be stored in stockpile/ silo







arrangement located at transfer point where clinker is

dropped to the stockpile. The extraction /venting should

be sufficient enough. Clinker stockpile access door should

be covered by mechanical gate or by flexible rubber

curtain. The access doors shall be kept closed at all

possible times.

which have a venting arrangement along

with a bag filter.

3. Extracted dust should be captured in bag filter and the

collected dust should be avoided to feed back to the

clinker stockpile, if layout permits. It may be recycled at

last possible destination i.e., cement mill section through

suitable arrangement, if possible.

The dust extracted and captured in bag filter

is/will be avoided to feed back/recycled to

the clinker stockpile, if possible.

4. Generally open storage of clinker should be avoided. Only in case of emergency clinker would be stored

in open with following control measures.

a After earmarking the open storage area of clinker, a

board should be erected to display the area earmarked.

Area for open storage of clinker is/will be

clearly earmarked, if open storage shall be

considered for the same.

b During the period when the openly stored clinker is

inactive, it should be covered fully by HDPE or tarpaulin

type sheets to prevent wind blowing of fugitive dust.

Cover is/will be provided if clinker would be

stored in open to prevent wind blowing of

fugitive dust.

c Install three sided enclosures, which extend to average

height of the stockpile, where ever feasible.

Wind breaking walls on three sides of open

stock piles is/will be provided

d Flexible type wind breaking enclosure should be provided

covering the clinker retrieval area as wind barrier to

prevent dust carry over by wind.

The enclosure could be of light weight material like

moulded plastic material or similar, which could be

dismantled/assembled and shifted from one place to

other.

Partial enclosure for retrieving area is/will be

provided.

e Travel areas path used by the front end pay loader shall

be paved with concrete. It should be regularly swept by

high efficiency vacuum sweeper to minimize the material

build up.

The travel path of pay loaders is/would be

paved and frequently swept.

f The possibilities especially in new cement plant

may be explored for the following:

An enclosure fitted with bag filter could be located at the

most central place adjacent to the clinker storage area.

The pay loader moves to the fixed loading area from one

end of the enclosure and the truck/trailer enters the

enclosure from other end.

Loading of clinker by pay loaders into trucks/

trailers/ wagon is/will be carried out in an

enclosure fitted with a bag filter.






6. Storage of Limestone, Gypsum, Fly ash and other additives

S. No. Guidelines Control Measures provided / to be Provided

1. The enclosure walls shall cover minimum two sides up to

roof level.

The storage is/will be done under covered

shed.

2. Fly ash shall be pumped directly from the tankers to silos

pneumatically in closed loop or mechanically such that

fugitive emissions do not occur.

Dry fly ash is/will be transported by closed

tankers and is/will be pumped directly from

the tankers to silos pneumatically in closed

loop.

3. The silo vent will be provided with a bag filter type

system to vent out the air borne fines.

Dry Fly ash is/will be stored in silos only

provided with a bag filter system to the vent

out air borne fines.

4. If possible, the dry fly ash should be sent to closed silos.

Otherwise, fly ash should be transported through closed

belt conveyors to avoid wind carryover of fly ash.

Fly ash is/will be sent to closed silos by

pneumatically enclosed loop.

7. Cement Packing Section


1. The packing machines should be equipped with dust

extraction arrangement such that the packing operation is

performed under negative pressure. The dust may be

captured in bag filters.

Dust extraction arrangement for packing

machines is/will be provided.

2. Adequate ventilation for the packing hall should be

provided for venting out suspended particulate thereby

ensuring dust free work environment.

Provide adequate ventilation for the

packing hall.

3. The spilled cement from the packing machine should be

collected properly and sent for recycling.

The spilled cement on the shop floor should be swept by

vacuum sweeping machines periodically.

Proper engineering controls to prevent the fugitive

emissions may include arrangements like providing guiding

plate, scrapper brush for removing adhered dust on cement

bag etc.

Spillage of cement on floor is/will be

minimized and cleared daily to prevent

fugitive emissions.

4. The vibratory screen provided for screening/ recycling

spilled cement should be provided with a dust extraction

arrangement to prevent fugitive emission from that section.

Preventing emissions from the recycling

screen by installing appropriate dust

extraction system.

8. Silo Section


1. The bag filter should be operated and maintained

properly, especially the cleaning of bags to avoid

pressurization of silos thereby causing fugitive emissions

from leakages etc.

The silo vent is/will be provided with a bag

filter type system to vent out the air borne

fines.






9. Roads


1.The paved roads should be maintained as paved at alltimes and necessary repairs to be done immediately afterdamages to the road if any.

All roads on which vehicle movement ofraw materials or products take place are/will be paved.

2.Limit the speed of vehicle to 10 Km/h for heavy vehicleswith in the plant premises to prevent the road dustemissions.

Speed of vehicles is/will be limited.

3.Preventive measures include covering of trucks andpaving of access areas to unpaved areas.

Preventive measures are/will be employedto minimize dust build up on roads.

4.Mitigative controls include vacuum sweeping, waterflushing.

To carry out regular sweeping of roads tominimize emissions.

10.3 NOISE MANAGEMENT

Exposure of high noise level to workers for long duration may lead to certain occupational

diseases. To mitigate the high noise level, following measures are/will be adopted.

Walls and ceilings of the concerned buildings are being / will be lined with sound absorbing

materials

Properly insulated enclosures are being /will be provided to equipment making excessive

noise

Improved silencers are being /will be provided in the equipment generating high noise

Isolating continuous vibrating structures/ machines by proper and secured mountings

Proper maintenance, oiling and greasing of machines at regular intervals is being/will be

done to reduce generation of noise

Personal Protective Equipment like earplugs and earmuffs are being/will be provided to the

workers exposed to high noise level

Greenbelt of appropriate width at the plant boundary is being developed

Regular monitoring of noise level is being/will be carried out and corrective measures in

concerned machinery is being /will be adopted accordingly to the possible extent.

10.4 WATER MANAGEMENT

10.4.1 Water Requirement

The water requirement for existing Integrated Cement Plant is 2750 KLD. Additional 750 KLD will

be required for the proposed expansion project; hence, the total water requirement after the

proposed expansion project will be 3500 KLD; which will be sourced from Ground water.

Status of Approval: Permission for withdrawal of ground water for 4000 KLD has already been

obtained from CGWA vide letter no. 21-4(12)/ WR/ CGWA/ 2005-616 dated 23rd May, 2011, 21-4(12)/

WR/ CGWA/ 2005-1220 dated 12th July, 2013 and 21-4(12-B)/ WR/ CGWA/ 2005-255 dated 11th

February, 2014.

Details of Water Requirement and Water Balance Diagram is given Chapter - II, Section 2.4.3 of this

EIA / EMP Report.






10.4.2 Waste Water Management

No waste water is being / will be generated from the Cement manufacturing process.


treated water is being / will be utilized for greenbelt development / plantation.

RO reject water is being / will be used in Synthetic Gypsum manufacturing process, ash


No waste water is being / will be discharged outside the plant premises and the same has

been shown in water balance diagram.

10.4.2.1 Sewage Treatment Plant

The domestic effluent generated is being treated in Sewage Treatment Plant of capacity 200 KLD

installed in plant and domestic waste water of colony will be treated in proposed STP of capacity

275 KLD (200 +75).

Process description of the existing STP

Bar screen chamber followed by collection cum equalization tank followed by Fluidized Aerobic

Bed Reactors (2 Nos.) will be provided with coarse air bubble diffusion system followed by Tube

Settler Tank in the STP. The clear supernatant after disinfecting by chlorination will be passed

through dual filter and activated Carbon filter and collected in the treated water tank. The sludge

generated from the FAB will be passed through sludge digester and dried and the filtrate will be

collected and sent back to the equalization tank and the dried cakes will be used as manure. The

treated water will be used for plantation activities.

The schematic diagram for sewage treatment plant has been shown in Figure - 10.3and

photographs showing existing STP is given in Figure - 10.4.

Figure 10.3: Schematic Diagram for Sewage Treatment Plant

















275 KLD (200 +75).




























275 KLD (200 +75).

















Figure 10.4: Photographs of Existing STP

10.4.3 Water Conservation

The following measures will be adopted to minimize use of ground water-

Reuse of domestic wastewater after treatment

Reuse of RO reject water in manufacturing of synthetic gypsum and for dust suppression /

ash quenching

Periodic preventive maintenance of water distribution systems

Rain water harvesting at plant site

Training and awareness on water conservation measures

10.4.3.1 Rain Water Harvesting at Plant and Colony

The demand of water for industrial purposes, agricultural purposes, domestic purposes and other

miscellaneous purposes is increasing considerably around Shree Cement Ltd. There are surface

water sources in the area but as stated above, in the deficiency of that surface water sources, it is

equally important and urgent to ensure the full proof supply of required quantity of water

throughout the year without any disturbance to industrial activity as well as without causing any

negative water scarcity impact on the neighboring villages. To achieve this target maximum

quantity of Rain Water has to be harvested and reserved (charged) in the available sub-surface

cavities or collected and infiltration must be facilitated through the management practice.






Earthern Pit near Dispensary Mine Pit no.1 - Nimbeti Limestone Mine

Mine Pit No.2 near butiwasEarthern Pit in Bagatpura colony

Open Well no.5 (Behind labor Canteen) Open Well no.4 (Near Kheda Gate)

Figure - 10.5: Photographs showing Rain Water Harvesting

Table - 10.4

Proposed Rainwater harvesting in Plant and Colony area

S. No. Method applied for Rain Water HarvestingQuantity of rain water to be

harvested Cum/ Annum

Plant Premises

1. Rooftop Rainwater Harvesting 12539

2. Blacked Topped roads and cemented area 301174

3. Open land 180087

4. Green belt 2889






Colony

5. Roof top rainwater Runoff 19291

6. Blacked Topped roads and cemented area 62300

7. Open land 13261

8. Nala Originating from Eastern side of Industrial Unit 453974

9. Nala Originating from Eastern and South-Eastern Side of Colony area 523320

Total Rainwater Recharge Potential in the Plant Premises 1568835

10.5 WASTE MANAGEMENT

10.5.1 Solid Waste Management

No solid waste is / will be generated in cement manufacturing process. Solid waste generation

from the project and their end use is given in table below:

Table - 10.5 (a)

Solid Waste Generation and their End Use

S. No. Type of Waste End Use / Disposal

1. Dust collected from air pollution control equipment Totally recycled in process

2. Sludge from Sewage Treatment Plant Manure for greenbelt development

3. Fly ash from CPP Utilization in manufacturing of PPC grade cement

Details of fly ash generation is given in table below:

Table - 10.5 (b)

Quantity of Fly Ash Generation

Description Unit Quantity (CFBC / AFBC)

ASH HANDLING SYSTEM Pneumatic system will be used for the handling of fly ash

Fly ash quantity Kg/hr 87450

Bed ash quantity Kg/hr 101310

Total ash quantity Kg/hr 188760

10.5.2 Hazardous Waste Managements

No hazardous waste is being / will be generated except the used oil which is being / will be

collected in drums, temporarily stored at earmarked place stored as per Hazardous and Other

Waste (Management & Trans-boundary Movement) Rules, 2016 and is being / will be sold to the

authorized CPCB recyclers. Details are given in table below:

Table - 10.6

Hazardous Waste Generation

S. No. Type of WasteWaste

Category

MT per YearTreatment/Disposal

Existing Additional Total

1. Used Oil 5.1 300 25 325Sold to CPCB

authorized recycler






Use of High Calorific Hazardous Waste in Cement Plant

The co-processing of waste in cement industry is much beneficial option, whereby wastes are not

only incinerated at a higher temperature of around 1400°C and longer residence time but its

inorganic content gets fixed within the clinker apart from using the energy content of the wastes.

Apart from this, no residues are left, which in case of incineration still requires being land filled as

incinerator ash. Further the acidic gases, if any generated during co-processing gets neutralized,

since the raw material is alkaline in nature. Such phenomenon also reduces resource requirement

such as coal and limestone.

Taking the cognizance of above advantages of co-processing the waste, Shree Cement Ltd. have

explored few hazardous waste in the area generated by other units and is utilizing them as AFR.

Details of the Hazardous waste used in the Plant is given in Table 10.7:

Table - 10.7

Hazardous Waste Utilization

S.No. Name of Hazardous Waste Source

1. Paint Sludge

Honda Motorcycle and Scooter India Pvt. Ltd.; Maruti Suzuki, Gurgaon;

India Yamaha Motor Pvt. Ltd. Noida; CETP Pali (Raj.); Honda Cars India

Ltd. SPL1; Tapukara Industrial Area, Alwar, Raj.; New Hollande Fiat India

Pvt., Udyog Kendra Greater Noida; Sunbeam Auto Pvt. Ltd. SP1-D,

Industrial Area, Tapukara (Bhiwadi), Alwar.

2. Phosphate Sludge Honda Motorcycle and Scooter Ind. Pvt. Ltd.

3. ETP Sludge

Maruti Suzuki, Gurgaon; Palijal Pradusan Niantran, Parisodhan &

Anusandhan Foundation, New Hollande Fiat India Pvt. Ltd., Udyog

Kendra, Greater Noida

4. Oil Soaked Cotton Maruti Suzuki, Gurgaon

Permission for the same has been taken vide letter no. F(HSW)/Pali(Jaitaran)/1(1)/2008-2009/913-

915 dated 24th June, 2015 for paint sludge and phosphate sludge, letter no.

F(HSW)/Pali(Jaitaran)/5(1)/2013-2014/3622-3624 dated 31st July, 2013 for ETP Sludge and letter no.

F(HSW)/Pali(Jaitaran)/13(1)/2015-2016/1738-1740 dated 11th Aug., 2015 for Oil Soaked Cotton. Copy

of the same has been enclosed as Annexure - 13 along with this EIA / EMP Report.

Quantity wise use of Hazardous waste in kiln for the Financial year 2015-16 is given in Table 10.8.

Table - 10.8

Hazardous Waste Utilization in 2015 - 16

Month Paint Sludge (MT) Phosphate Sludge (MT) ETP Sludge (MT) Oil Soaked Cotton (MT)

April, 2015 31 17.19 602.31 -

May, 2015 55.08 - 602.68 -

June, 2015 74.85 - 543.235 -

July, 2015 95.45 - 281.07 -






Month Paint Sludge (MT) Phosphate Sludge (MT) ETP Sludge (MT) Oil Soaked Cotton (MT)

August, 2015 33.19 - - -

September, 2015 116.195 - 464.1 -

October, 2015 114.805 - 992.71 -

November, 2015 91.41 - 463.68 -

December, 2015 119.14 - 273.8 21.1

January, 2016 182.775 - 955.905 50.025

February, 2016 79.03 - 586.545 20.35

March, 2016 64.6 6.36 803.285 10.34

10.6 CONCEPT OF WASTE MINIMIZATION, 3R S (REUSE, RECYCLE & RECOVER TECHNIQUES), ENERGY

AND NATURAL RESOURCE CONSERVATION MEASURES

10.6.1 Waste Minimization - 3R S

10.6.1.1 Reuse

Waste generated from construction activity will be utilized in leveling of land

Fly Ash generated from CPP is being / will be totally reused as raw material in cement

manufacturing process

10.6.1.2 Recycle

Treated water from STP is being / will be reused in greenbelt development / plantation


quenching and dust suppression

The dust collected from pollution control equipment will be recycled in the process

Ro and softener reject water will be used for Ash quenching and dust suppression

10.6.1.3 Recovery

The sludge generated from the STP will be used as manure for greenbelt development /

plantation.

10.6.2 Energy Conservation

Cement manufacturing is an energy-intensive process.

The following measures have been proposed by Shree Cement Ltd. for further reduction in

specific energy consumption:

Installation of energy efficient lightings (like LED). Use of energy saving light fittings

Installing low watt tube lights

Raw mix optimization

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

Maximum utilization of renewable energy resources

Company is Expanding the capacity of Waste heat recovery Power Plant from 68 MW to 90

MW for energy conservation.

10.6.3 Natural Resource Conservation

Efficient use of energy by installing multistage Pre-heater/ Pre-calcinator kilns will significantly

reduce the fuel (i.e. coal / alternate fuel) requirements.

Use of potential waste material for energy recovery/raw material as alternative fuel and raw

material (AFR) as per availability and subject to permission from the competently authority

Waste Heat Recovery System for generation of electricity, reduction of CO2 emission and

conservation of fossil fuel

Optimum use of ground water

Recycle and reuse of domestic wastewater to conserve the fresh water

Zero effluent discharge from industrial and domestic activities

Rain water harvesting system has been/ will be installed to conserve water and to replenish

ground water resources of the area for long term sustenance of the industry. Rain Water

Harvesting has been/ will carried out by the following methods:

o Roof top rainwater harvesting

o Surface rainwater runoff available from paved area, green area and open land has been/

will used for recharging through injection wells

o Natural rainfall recharge to open land

10.7 GREENBELT DEVELOPMENT AND PLANTATION PROGRAMME

Shree Cement Ltd. has already developed greenbelt / plantation in an area of 63.8 ha; additional

14.5 ha will be further developed for this expansion project. Besides this, 33% (i.e. 24 ha) of the

area available outside the plant boundary (72.7 ha) will also be developed under greenbelt /

plantation, whenever used in future.

Area of the township near village Bagatpura is 40 ha, out of which 14.5 ha (i.e. 36%) is developed

under greenbelt / plantation area.

The company has social obligation to recreate the environmental status by providing thick canopy

cover to suppress fugitive emission and provide aesthetic beauty. Trees form important part of

the biosphere in the Eco-system. The ecological belt maintains the natural balance of the area.

A green belt of tree plantation around the plant site will help to arrest the particulate matter in

the area and hence attenuate the pollution to a great extent.

The following characteristics have been 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.

10.7.1 Greenbelt Plantation at Plant Site

Due care is/will be taken to ensure that a green belt is developed around the plant area. Areas

having low density vegetation are/will be systematically and scientifically afforested. The

plantation scheme broadly covers the following areas:

Green belt formation around the plant site

Afforestation of barren and non-industrial areas

Apart from the green belt and aesthetic plantations for fugitive emissions and noise control, all

other massive plantation efforts are/will be executed with the assistance and co-operation of the

local community. The plantations of any of the above or their combinations is/will be decided in

consultation with the local community and District Forest Department.

10.7.2 Objective

Greenbelt is a set of rows of trees planted such a way that they form an effective barrier

between the plant and the surroundings. The main purpose of green belt development is to

contribute to the following factors:

To attenuate noise levels generated from the plant;

To improve the aesthetics of the plant area;

To trap the vehicular emissions and fugitive dust emissions;

To maintain ecological homeostasis;

To prevent soil erosion and to protect the natural vegetation; and

To utilize the treated effluents.

Provision of wide green belt around the plant and colony has been foreseen to reduce any

adverse impacts on the surrounding population due to emissions from the proposed activity.

Plantation of grass, flowers, bushes and trees is/will be taken-up to reduce generation of dust

from bare earth and to enhance the aesthetic/scenic value.

10.7.3 Plantation Programme

The Company has raised greenbelt/ plantation in an area of 63.8 ha.

Following native plant species have been/will be planted by SCL in consultation with local

horticulturist:






Trees Shurbs

Azadirachta indica (Neem)

Delonix regia (Gulmohar)

Peltophorum ferrugineum (Yellow Gulmohar)

Dalbergia sisso (Seasam)

Pongamia pinnata (Karanja)

Kigelia pinnata (Balamkheera)

Lagerstroemia indica (Largestomia)

Erythrina indica (Indian coral trees)

Albizia Julibrissin (Siris)

Thespesia populnea (Paras Pipal)

Cassia siama (kasood)

Jacaranda mimosisolia (Nili Gulmohar)

Bauhinia Blakeana (Kachnar)

Mimusops Elengi (Molshree tree)

Alianthus Exelsa (Ardoo)

Alostonia scholaris (Saptparni)

Cassia fistula (Amaltas)

Ficus religiosa (Pipal)

Callistemon lanceolatus (Bottle brush)

Pterospermum acerifolium (Kanak Champa)

Ashoka pendula (Ashok)

Terminalia cattapa (Desi Badam)

Parkinsonia aculeata (Parkinsonia)

Acacia auriculiformis (Australian Babool)

Tecoma Stans (Yellow bells)

Thevetia peruviana (Pilli Kaner)

Calliandra brevipes (Forest ghost flower)

Bougainvellia glabra (Bougainvellia)

Ficus Panda (Ficus Panda)

Cassia Biflora (Cassia Biflora)

Jatrophacurcas (Ratanjyot)

Ficus starlight (Ficus Starlight)

Nerium oleander (Red Kaner)

Caesalpinia pulcherrima (Krishanchura)

bahunia tomentosa (Kachanar)

Pithecellobium dulce (Jungle Jalebi)

Hibiscus - rosa chinesis (Gudhal)

Nyctanthes arbor- tristis (Harsingar)

Tabernaemontana divaricate (Chandani)

Year-wise greenbelt / plantation done at Shree Cement Ltd. is given in Table - 10.9

Table - 10.9

Existing Plantation Details

Year Number of species planted Area (ha)

2004 - 2005 6000 9

2005 - 2006 15000 12.5

2006 - 2007 22950 5.31

2007 - 2008 19632 11.36

2008 -2009 24418 25.64

2009 - 2010 6869 -

2010 - 2011 23336 -

2011 -2012 18552 -

2012 - 2013 15648 -

2013 - 2014 12335 -

2014 - 2015 232 -

2015 -2016 339 -






Total 165311 63.81

10.7.4 Photographs showing Existing Green Belt Development






Proposed Action Plan for Greenbelt Development / Plantation at SCL is given in Table- 10.10.

Table - 10.10

Action Plan for Greenbelt development / Plantation

S. No. Year Area (Ha) No. of Plants per ha Total Nos. of Plant

1. 2014- 2015 2 1200 2400

2. 2015- 2016 3 1200 3600

3. 2016- 2017 3 1200 3600

4. 2017- 2018 3 1200 3600

5. 2018- 2019 3.5 1200 4200

Total 14.5 6000 17400

10.7.5 Guidelines for Green Belt Development

Following guidelines will be followed for the Green Belt Development Plan in the plant and

colony area.

1) All the barren areas should be vegetated. Areas other than this are having good natural

vegetation. Soil and other environment are very encouraging and the expected growth rate

should be more than 90%

2) Trees growing to a height of 5m or more should be planted

3) Plantation of trees should be undertaken in around the area in alternating rows to prevent

horizontal pollution dispersion

4) Trees should be planted along road sides, 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 appropriated to

have shrubbery in form of such trees to give coverage to this portion

6) Fast growing trees with thick perennial foliage should be grown, as it will take many years

for trees to grow to their full height

In order to facilitate proper growth of the vegetation, a limited measures involving preparation

of seed bed with suitable amount of fertilizers and treatment with mulches is/will be taken. The

topsoil should be used for green belt development.

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

10.8 OCCUPATIONAL HEALTH AND SAFETY MEASURES

To control and minimize the risks at workplace, Shree Cement Ltd. has implemented Health,

Safety and Environment Policy with the following objectives:

To prevent hazards

To provide safe and healthy environment to all the employees.

The company, therefore, has adopted the policy set below for the purpose of creating and

maintaining safe and healthy environment.

10.8.1 Health and Safety Policy

Health, Safety and Environmental Protection (HSE) is a part of Shree Cement Ltd.

commitment to conduct the activities in harmony with society and nature. The company

expects all its employees to implement the HSE Policy.

Integration process of H&S must start at the inception of a project since H&S consideration

must be addressed at the design stage, which also helps in optimizing the support process.

SCL will have integrated Health, Safety and Environment Protection into the business

strategies to add value to the enterprise, to manage risk and to enhance the reputation.

The health and safety of the employees, neighbors, customers and consumers, and the

protection of the environment will be company s priorities consistently pursued throughout.

Each employee will be made to comply with the HSE guidelines and the laws applicable to her

or his area of operational responsibility.

10.8.2 Occupational Health and Safety Hazards

Following Occupational Health and safety Hazards will be there in the proposed expansion in

Cement Plant:

Dust

Noise

Heat stress

Electrical Hazards

Fire and Explosion

Other Hazards

(1) Dust

A) Risks involved

Following risks are involved:

Presence of crystalline silica may cause silicosis and lung cancer

Cement and other dust may cause lung disease






B) Management Measures

Implementation of adequate dust control systems and good housekeeping will be done.

C) Exposure Levels

DescriptionPersonal Exposure, time weighted average 8 hr. RSPM in µg/m3

Norms Exposure Level

Coal and Pet coke dust 2000 1552

Limestone dust 10000 4362

Cement Dust 10000 4299

Crystalline Silica ND

(2) Noise

A) Risks involved


Hearing Impairment, Hypertension, Increase Pulse rate

Annoyance, Tinnitus, Sleep Disturbances


Proper maintenance of machineries

Installation of compressors and turbine in closed buildings

Regular monitoring of noise level

Display of noise level with permission level

Display instruction to use of PPEs at high noise level area

Periodic health checkup for audiometry for the person working in high noise area

C) Exposure Levels

S. No. Area CPCB Norms, dB(A) Exposure Level, dB(A)

1. Compressor House

90 dB(A) as per Factory

Act 1978

81

2. Turbine Area 80

3. Near Crusher 68

4. Raw Mill 80

5. Coal Mill 78

6. Cement Mill 79

7. Packing Area 76

(3) Heat stress

A) Risks involved


Cement plants operate at high temperatures up to 1500 degrees C with high loads of raw

material


Schedule hot jobs for the cooler part of the day

Monitor workers who are at risk of heat stress






Provide rest periods with water breaks

Use of personal protective equipment

(4) Electrical Hazards

A) Risks involved


Electric Shock, Electric Burns, Fires and Explosions

Persons Falling from Height, Dropping of Tools and Object

B) Causes of Hazards

Insulation Failure, Equipment Failure, Poor Maintenance.

Wrong Work Methods, Substandard Material and workmanship

Unauthorized personal & Lack of Training and Knowledge, etc.

C) Management Measures

Following protection measures will be taken:

Proper Earthing will be done as per IS 3043

Low Voltage Supply will be ensured

Isolating Transformers

Double Insulated Tools

Over Load Protection

Protection Against Leakages (G.F.C.I.)

Flame- Proof Equipment

Lightning Protection

Protection against Static Electricity and safe use of ladders and scaffolds

(5) Fire and Explosion

A) Risks involved


Fire catching in store, bag godown, conveyors, cable tunnel, oil storage area and coal

storage, transformers and HT/LT substation etc.


Suitable fire extinguisher, fire hydrant system and fire buckets. Dry power type in oil

and fire buckets are kept near transformer, cable, general store and office area.

Hydrant line in coal, clinker storage area and at all location in plant area. Fire tender is

kept ready at plant main gate

Oil and Flammable Gases storage area fenced and declared as Fire Hazardous Area-No

Smoking Area

Permit and safety instruction to use welding / gas cutting in the area of oil, gas, coal and

bag godown

Predictive interlock in transformers to give alarm and trip the system






Adequate height of brick walls for separation of all transformers, soak pits for storage

of oil leakages from transformers

(6) Other Hazards

A) Risks involved


Silo and Buildings Collapse

Slipped and Fall from working at height

Failure of lifting tools, tackles and pressure vessel,

Occupational injuries

Hit by moving, flying or falling object


Following protection measures will be taken:

Structural soundness of silos and buildings

Installation of light arrestors at all tall buildings

Permit to work at height with work instruction to use safety belts etc

Testing of all lifting tools, tackles and pressure vessel

Safe working pressure is maintained in air receiver

Safe working load for cranes and ropes etc

Good housekeeping& Speed limit of 20km/hr in plant area

Display of emergency number at all suitable location

Fire tender, ambulance and emergency staff ready at the plant main gate at all the time

First aid kits are kept at the sites and training provided

Use of mobile while driving, alcohol, smoking etc are bane in plant area

Proper illumination in office (250 to 300 LUX), plant area (100 to 150 LUX and road area

(20 to 30 LUX)

10.8.3 Occupational Health Surveillance

In cement plant, the occupational health surveillance of the employee is/will be done on a regular

basis and records of the same are/will be maintained as per the Factories Act. The occupational

health surveillance programme 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 are/will be taken accordingly.

Vocational training programmes are/will also be conducted. Under vocational training the workers

are/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, heat, noise, chemicals are/will be organized for

employed person.






Periodical medical camps with specialized doctors of various disciplines also provide the

specialized medical assistance to employees as well as neighboring communities.

A. List of Equipment for Occupational Health Monitoring (Existing)

ECG

Glucometer

Laryngoscope

Suction Machine

Autoclave

Sterilizer

Spirometer

TMT

Audiometric device

Chest X Ray

Complete Medical Laboratory Set up

D.C. Shock and Cardiac Monitor

Endoscopic Ear & Throat

Urine Analyzer

B. List of Equipment for Occupational Health Monitoring (Proposed)

Dental Chair

HbSAg Meter

USG

Digital X-Ray

C. Pre Placement and Periodical Health Status

Pre /post-employment checkup will be carried out and following tests will be conducted:

Chest x rays

Vision testing (Far and Near vision, color vision and any other ocular defect)

ECG

Haemogram (examination of the blood)

Blood Sugar Fasting

Serum Cholesterol

Serum Creatinine

SGOT and SGPT

Urine (Routine and Microscopic)

Complete physical examination

Post employment occupational health check up such as lung function, audiometry, CBC,

Blood Sugar, Lipid Profile etc.






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

D. Frequency of Medical Examination

Yearly

E. Personal Protective Devices and Measures

Industrial Safety helmets

Crash helmets

Face shield with replacement acrylic vision

Zero power goggles with cut type filters on both sides and blue color glasses

Welders equipment for eye and face protection

Ear plug and Ear muffs

Canister gas masks

Self contained breathing apparatus

Leather apron

Safety belt / line man's safety belt

Rope grab fall arrestor

Leather hand gloves

Canvas cum leather hand gloves with leather palm

Industrial safety shoes with steel toe

Electrical safety shoes without steel toe and gum boots

Protective clothing etc.

F. Anticipated Occupational and Safety Hazardous

Heat Stress and Stroke

Physical activity

Dehydration

Cardiovascular disease

Skin disorders

Dust Exposure

Metallic dust exposure

Noise

Burns and shocks due to electricity

G. Details of Test conducted

Details of various test conducted is given below:

Spirometry

Name of Dept. Total Employees FVC (litres) FEV 1 FEV 1/ FVC %PEFR

MVV (litres/min) Conclusion(litres/sec)






Plant 120 WNL WNL WNL WNL WNL WNL

Total No. of

employees120 Normal Normal Normal Normal Normal 100 % Normal

Biochemical Parameter (Urine)

Name of Dept. Total Employees Sp. gravity pH RBC Protein Sugar

Civil 40 WNL WNL Nil Nil Nil

Commercial 158 WNL WNL Nil Nil Nil

Process 169 WNL WNL Nil Nil Nil

Drawing & Design 15 WNL WNL Nil Nil Nil

Electrical 96 WNL WNL Nil Nil Nil

SPP 347 WNL WNL Nil Nil Nil

Lab and QC 76 WNL WNL Nil Nil Nil

Medical 10 WNL WNL Nil Nil Nil

Instrumentation 96 WNL WNL Nil Nil Nil

Mechanical 238 WNL WNL Nil Nil Nil

P & A 115 WNL WNL Nil Nil Nil

Total No. of employees 1360 Normal Normal Normal Normal Normal

Biochemical Parameter (Blood)

Name of Dept.Total

EmployeesCBC

Lipid

ProfileRenal Profile

Liver Function

TestBlood Sugar

Civil 40 WNL WNL WNL WNL WNL

Commercial 158 WNL WNL WNL WNL WNL

Process 169 WNL WNL WNL WNL WNL

Drawing & Design 15 WNL WNL WNL WNL WNL

Electrical 96 WNL WNL WNL WNL WNL

SPP 347 WNL WNL WNL WNL WNL

Lab and QC 76 WNL WNL WNL WNL WNL

Medical 10 WNL WNL WNL WNL WNL

Instrumentation 96 WNL WNL WNL WNL WNL

Mechanical 238 WNL WNL WNL WNL WNL

P & A 115 WNL WNL WNL WNL WNL

Total No. of employees 1360 Normal Normal Normal Normal Normal

Circulatory System Vision

Name of Dept. Total Employees Pulse ECG BP Right Eye Left Eye Color Blindness Squint

Civil 40 Normal WNL Normal Normal Normal Nil Normal

Commercial 158 Normal WNL Normal Normal Normal Nil Normal

Process 169 Normal WNL Normal Normal Normal Nil Normal

Drawing & Design 15 Normal WNL Normal Normal Normal Nil Normal

Electrical 96 Normal WNL Normal Normal Normal Nil Normal

SPP 347 Normal WNL Normal Normal Normal Nil Normal

Lab and QC 76 Normal WNL Normal Normal Normal Nil Normal

Medical 10 Normal WNL Normal Normal Normal Nil Normal

Instrumentation 96 Normal WNL Normal Normal Normal Nil Normal

Mechanical 238 Normal WNL Normal Normal Normal Nil Normal






P & A 115 Normal WNL Normal Normal Normal Nil Normal

Total No. of

employees1360 Normal WNL Normal Normal Normal Nil Normal

10.8.4 Implementation of OHS standards as per OSHAS/USEPA

The overall objective of the company is to provide a system that is capable of delivering healthy

and safe workplace. Following measures have been adopted for implementation of OHS

standards.

Well-equipped Occupational Health Centre with adequate paramedical staff

Routine and special investigation related to occupational health

Health surveillance & maintenance of health record

Rules and procedure for effective implementation of Safety, Health and Environment policy

and made to know all employees

Round the clock Ambulance facility

Sufficient number of First aid boxes

Implementation of OHSAS 18001 for Occupational, Health and Safety Management System

Implementation of ISO 14001 for Environment Management System

Formulation of OHS implementation team/ cell

Risk assessment of each and every activity

Implementation of OHS management program

Displaying the safety and health policy and instructions at various locations

Display of safe operating procedure (SOP) at various locations

Job safety analysis

Carry out daily plant safety inspection by internal safety department

Investigation of fatal, serious accidents and near miss accident

Investigation of reports of occupational diseases

Monthly safety meeting of all employees and workers to discuss last month accident if any,

reason and corrective measures taken.

Organize campaigns, competitions, contests etc. to promote safety

Organize safety training, seminars for safe working and safe vehicle and traffic movement

within the plant premises and regular training for safe driving outside the plant premises

Prepare annual reports of accidents and occupational diseases. Preparation and updating of

Onsite Emergency Plan and Liaison with external agencies and authorities

Ensure use of PPEs according to the job like helmet, safety shoes, goggle, dust mask, ear

plug and hand gloves etc.

Establishment of Occupational Health Centre for pre and periodic medical examination of

workers and staff to detect any onset of occupational disease and corrective manures

Display Material Safety Data Sheets (MSDS) for use of every hazardous substance

Implement the recommendations of HAZOP (A hazard and operability study) for






examination of problems in existing process / operation that may represent risks to

personnel or equipment

Periodic Safety Audits both internal and external, review and implementation of

recommendations

10.8.5 Safety Committee

A safety committee is / 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

b) Publicity, propaganda, education and training

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 health and safety surveys for identifying unsafe working condition/practices,

which causes accident

10.8.6 Medical Facilities

SCL is/will be provided with occupational health centre functioning round the clock. Qualified

doctor and 24 Hrs. availability of pharmacist and ambulance is/will be there at site to render the

medical assistance. Tie up arrangements are/will be there with nearest hospital and nursing home

for the plant. First aid boxes are/will be kept in 15 identified locations for emergency.

Apart from these, specialists will visit SCL Plant to render consultation. Camps for immunization,

family planning, blood donation and free medical checkup programs are/will be organized on

regular basis for employees as well as neighboring communities.

10.8.7 Investigation Facility

Full-fledged pathological laboratory, X-ray machine with routine and specialized investigation

facilities are/will be made available at the plant.

10.8.8 Facility for Minor Surgical Operation

The hospitals are/will be having all the infrastructure facilities to perform minor surgical

procedures like fracture, stitches and foreign body removal from eye, nose, ear, burns and

electrical injury.

10.8.9 Ambulance Services

The hospitals are/will be provided with an ambulance to bring the patients to hospital in case of

emergency.

10.8.10 First Aid Boxes

First aid boxes are/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%) of suitable antiseptic solution

Mercurochrome solution (in 2% water)

Scissors

Adhesive plaster (2 cm x 1 m)

Sterilized eye pads in separate sealed packets

Aspirin tablets

Potassium Permanganate crystals

First aid boxes are/will be kept in every department for emergency. First aid training are/will be

organized for the employees.

10.8.11 Plan and Fund allocation for Occupational and Safety Hazards

Plan and fund allocation to ensure the occupational health and safety of all contracts and sub-

contract workers is given in Table - 10.11.

Table - 10.11

Fund allocation for Occupational and Safety Hazards

Safety Expenses (Rs. In Lacs) Health Expenses

Year Capex Revenue Grand Total This includes cost of Medicines, first aid

Material, repair of equipment, Visiting

Specialist Fees, running and maintenance

expenses of Medical Centre and Periodical

medical examination expenses.

1st Year 50 15 65

2nd Year 25 15 40

3rd Year 25 10 35

10.9 CORPORATE ENVIRONMENT POLICY

Corporate Environment Policy of SCL has been enclosed as Annexure - 8 along with this EIA/EMP

Report.

10.10 VEHICULAR POLLUTION CONTROL AND ITS MANAGEMENT

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.

SCL 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 are/will be kept environmentally compliant.

The details are as below:

Vehicular pollution control measures:






1. Inspection and maintenance (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 equipment,

including motor vehicles. The standards and the timeline for implementation are set by the

Central Pollution Control Board under the MoEFCC. Following guidelines given in Table - 10.12

are/shall be followed.

Table - 10.12

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-IV 1.5 0.96 3.5 0.02

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 are/will be checked internally or outsourced for the safety check as per the guidelines

and the below mentioned checklist in Table - 10.13. Corrective measures are/shall be taken for

the Unfit vehicles .

Table - 10.13Vehicle Check Sheet for Fitness Certificate

S. No. Particular Checks

1. Tyres Cut, deformation, thread ease wear

2. Steering Gear backlash, kingpin, stub axle, steering free play

3. Engine Noise level 85 dB

4. Suspension Leaf spring position, clamping, shock absorber, bushes, shackle, center bolt

5. Horn Electrical, bulb, pressure horn






S. No. Particular Checks

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 and engine no. identification plate, month and year of mfg.

9. Speedometer Functioning, speed governors

10. Painting As per Act and rules

11. Wiper Wiper fitment and 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 and performance

16. Others As per specifications

5. Management Measures

Traffic is/will be minimized inside and outside the premises

Keep a check on adulteration of fuel

Proper traffic management system

Concretization of roads

Development of Green belt and plantation around roads and plant periphery as a

mitigative measure

Awareness programmes in the plant and nearby villages regarding speed limit, traffic

rules etc.

10.11 COMPLIANCE OF CREP RECOMMENDATIONS

Following recommendations as mentioned in CREP guidelines of CPCB for Cement Plants is / will

be implemented.

Table - 10.14

S. No. CONDITIONS STATUS

01 The new cement kiln to be accorded NOC/

Environmental Clearance w.e.f 1/4/03 will meet

the limit of 50 mg/Nm3 for particulate matter

emission.

All Pollution Control equipment are meeting the

particulate matter emission level < 50 mg/Nm3.

02 The cement industries will control fugitive

emission from all raw material and product

storage and transfer points by December 2003.

However, the National Task Force will decide

the feasibility for the control of fugitive

emission from limestone and coal storage

areas. The NTF shall submit its

recommendations within months.

Closed storages / silos have been provided for Clinker,

Fly Ash, Gypsum and Cement storage.

Closed unloading hoppers with water sprinkling

arrangement have been provided for unloading of

limestone and coal and pet coke.

Bag filters have been provided at all material transfer

points.






S. No. CONDITIONS STATUS

All conveyor belts are covered.

All movement area is cemented and sweeping is being

done by vacuum sweeping machine.

03 Industries will submit the target date to

enhance the utilization waste material by April

2003.

Fly ash is used for making of PPC.

Lead Zinc slag of Hindustan Zinc Limited is used as

alternative raw material in place of iron ore.

04 NCBM will carry out a study on hazardous waste

utilization in cement kiln by December 2003.

CPCB and RSPCB permissions have been obtained for

use of Paint sludge, ETP sludge and Phosphate sludge

of automobile industries. CETP Sludge of Pali, Chemical

Gypsum, Tyre chips, Solid mix waste and liquid mix

waste, oil soaked cotton and grinding waste, Oily rags

and incineration ash

05 Cement industries will carry out feasible study

and submit target dates to CPCB co-generation

of power by July-2003.

All kilns are attached with waste heat recovery system.

10.12 CONCLUSION

As discussed, it is safe to say that the proposed expansion project will not be likely to cause any

significant impact on the ecology of the area, as adequate preventive measures will be adopted to

contain various pollutants within the permissible limits. Green belt development around the area

would also be taken up as an effective pollution mitigative technique, as well as to control the

pollutants released from the premises of Shree Cement Ltd.




Chapter - XI of Final EIA / EMP Report


CHAPTER - XI

SUMMARY & CONCLUSION

11.1 INTRODUCTION

Shree Cement Limited (SCL) is the largest producer of cement in Northern India with a production

capacity of 25.6 Million TPA. It started its operations in 1985 with 0.6 Million Tonne capacity at

Bangur Nagar, Beawar in Ajmer, Rajasthan and has rapidly expanded its operations to reach the

present production capacity of 25.6 Million TPA. The principal promoter of the company is Bangur

Group, which is a respected business house of India.

SCL has obtained Environmental Clearance for Integrated Cement Plant - Clinker, Cement, Captive

Power Plant, WHRB and D.G Set near Village: Ras, Tehsil: Jaitaran, District: Pali (Rajasthan) from

MoEFCC, New Delhi vide Letter No. J-11011/343/2012-IA-II (I) dated 10th September, 2015.

The company is now proposing for an expansion of Integrated Cement Plant - Clinker (11.2 to 15.0

Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS (68 to 90 MW), CPP (180 MW) along with

Synthetic Gypsum Unit (1560 TPD) and DG Sets (1000 to 2000 KVA) near Village: Ras, Tehsil:

Jaitaran, District: Pali (Rajasthan).

As per EIA Notification dated 14th Sept., 2006, as amended from time to time; the project falls

under Category A , Project or Activity 3 (b) .

Application (Form-1/ToR and Pre-Feasibility Report) for obtaining Environmental Clearance for this

expansion project was submitted to MoEFCC, New Delhi on 24th Jan., 2015.

The project was considered in front of Expert Appraisal Committee (EAC) (Industry- 1) for its First

Technical Presentation (for ToR approval) on 11th Feb., 2015.

ToR Letter was issued by MoEFCC, New Delhi vide letter no. J-11011/343/2012-IA II (I) dated 10th

Feb., 2016. Public Hearing for the project was conducted on 20th April, 2016.

11.2 JUSTIFICATION FOR THE PROJECT

Proposed expansion will be done on additional area available within the plant boundary. The site

for the existing plant was finalized considering the ideal location for the industries. Following

factors were considered while selecting the site for unit of desired capacity:

Availability of limestone in the near-by area.

Total water requirement after the proposed expansion project will be 3500 KLD.

There is no National Park, Wild Life Sanctuary, Biosphere Reserve within 10 km radius of

study area.

No Forest land is involved.

Out of existing plant area i.e. 187.5 ha, about 63.8 ha (34%) is already under green belt/

plantation and additional 14.5 ha will be further developed for this expansion project.






There is/will not be any kind of major pollution due to the project activity, as the project will

be implemented with environment friendly technology.

Emissions will be maintained within the prescribed limits, as per guidelines.

No wastewater is being/will be generated from the Integrated Cement Plant as the Cement

Plant is based on dry process technology.

No solid waste is being/will be generated from the Cement manufacturing process. The fly

ash generated from Captive Power Plant (CPP) will be reused in manufacturing of Cement.

CREP guidelines for Cement production is being / will be followed.

CPCB guidelines for fugitive emissions is being / will be followed.

11.3 DETAILS ABOUT THE PROJECT

11.3.1 Brief Description of the Project

Brief description about the Project is given in Table - 11.1.

Table - 11.1


A. Nature and Size of the Project

Proposed Expansion of Integrated Cement Plant - Clinker (11.2

to 15.0 Million TPA), Cement (8.8 to 13.2 Million TPA), WHRS

(68 to 90 MW), CPP (180 MW) along with Synthetic Gypsum

Unit (1560 TPD) and DG Sets (1000 to 2000 KVA)

B. Location Details

1. Village Ras

2. Tehsil Jaitaran

3. District Pali

4. State Rajasthan

C. Geographical Extent of the Plant Site

5. Latitude 26o 15 31.6 to 26o 16 45.3 N

6. Longitude 74o 10 53 to 74o 11 48.1 E

7. Toposheet No. 45 J/3, 45 J/4, 45 J/7 and 45 J/8

D. Area Details

1. Plant area

Total plant area is 231.54 ha (which includes 187.56 ha existing

plant area and 43.98 ha additional area within plant boundary);

72.7 ha area is also available outside the plant boundary for

future use.

2. Greenbelt / Plantation area

63.8 ha (34% of the total existing plant area i.e. 187.5 ha)

has already been developed under greenbelt/ Plantation

Additional 14.5 ha will be further developed for this

expansion project.

3. Township Area

Area of the township near village Bagatpura is 40 ha, out of

which 14.5 ha (i.e. 36%) is developed under greenbelt /

plantation area.







E. Environmental Setting Details (with approximate aerial distance and direction from the plant site)

1. Nearest Town Ras (3.0 Km in N direction)

2. Nearest City Beawar (21.0 Km in SE direction)

3. Nearest National / State HighwayNH - 14 (19.5 Km in SE direction)

SH - 39 (1.5 Km in NE direction)

4. Nearest Railway station Beawar (21.0 Km in SE direction)

5. Nearest Airport Jodhpur (113 Km in W direction)

6.

National Parks, Wild Life Sanctuaries,

Biosphere Reserves, Tiger / Elephant

Reserves, Wildlife Corridors, etc. within

10 km radius

No National Park, Wildlife Sanctuary, Biosphere Reserve, Tiger

/ Elephant Reserve, Wildlife Corridor etc. exists within 10 km

radius of the plant site

7.Reserved / Protected Forests within 10

km radius

Reserved Forest (5.0 Km in SSE direction)

Protected Forest (9.9 Km in SE direction)

8. River / Water Body within 10 km radiusLilri River (Seasonal) (1.5 Km in North direction)

Sukri River (8.0 Km in SSW direction).

9. Seismic Zone Zone-II [as per IS 1893 (Part-I): 2002]

10.Critically Polluted Area as per CEPI -

CPCB

No critically polluted area declared under CEPI as per MoEFCC

Circular dated 15.03.2010 exists within 15 km radius study area

F. Cost details

1. Total Cost of the Project Rs. 755 Crores

2.Cost for Environmental Protection

Measures

Capital Cost - Rs. 51.0 Crores

Recurring Cost - Rs. 1.0 Crores / annum


11.3.2 Requirements for the Project

11.3.2.1 Raw Material Requirement

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

transportation for proposed expansion project are given in Table - 11.2 and 11.3.

Table - 11.2

Raw Material Requirement, Source and Transportation for Clinkerization and CPP

S. No. Name of Raw Material


SourceDistance & Mode of


Total after

proposed

expansion

1.Limestone (Clinker

Units and CPP)16.8 5.7 22.5 Captive Limestone Mine

Adjacent to the plant,

Conveyor belts

2.

Laterite

0.504 0.171 0.675

Bhilwara Bhilwara - 190 kms,

Chhitorgarh (Raj) - 200 kms;

Rail and RoadLead Zinc SlagChhitorgarh (Raj) and

other nearby sources.






S. No. Name of Raw Material


SourceDistance & Mode of


Total after

proposed

expansion

3.

Gypsum


Chemical & Imported)

0.44 0.22 0.66

Bikaner, Nagaur (Raj), SCL

Units, Gujarat, other

sources & Other

countries

Bikaner - 425 kms, Nagaur

(Raj) - 150 kms

Rail and Road

4. Fly Ash 3.0 1.5 4.5

STPS, Suratgarh; KTPS

Kota; Chabra and other

power plants and other

nearby sources

STPS, Suratgarh - 450 kms;

KTPS Kota - 255 kms, Chabra

- 425 kms

Road


Table - 11.3

Raw Materials Requirement for Synthetic Gypsum Unit

S.

No.Name of Raw Material

Existing Quantity

(MTPA)Source

Distance and Mode of

Transportation

1. H2SO4 98% 0.22 Local Market By road

2. Limestone 0.33 Captive limestone mine Covered Conveyor Belt


11.3.2.2 Fuel Requirement

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

transportation for proposed expansion project are given in Table - 11.4.

Table - 11.4

Fuel Requirement

S.

No.Name of Fuel


Source of

Materials

Distance & Mode

of

Transportation

Calorific

value

(Kcal./kg)

% Ash%

SulphurExisting Additional

Total after

proposed

expansion

1.

Clinker units -

Indian and

Imported Coal /

Pet Coke / Lignite

1.68/

3.36/3.3

6

0.57/1.14/1.

14

2.25/4.5/2.

92

Reliance, IOCL,

Essar & other

Petrochemical

Refineries,

USA, Swiss,

Saudi Arabia,

Rajasthan etc

Reliance - 750

kms, IOCL-520

kms), Essar -

750 kms &

Swiss, Saudi

Arabia (Kandla

Port) - 650 kms

Rail and Road

7936 /

3890

/6100

0.8 /

9.6 /

41.7

5.5 / 3.5

/0.5

2.

CPP -

Indian and

Imported Coal/

Pet Coke/Lignite

0.5/ 1.0/

0.65Nil

0.5/ 1.0/

0.65


11.3.2.3 Other Basic Requirement

Other basic requirements for the proposed expansion project are given in Table - 11.5.






Table - 11.5

Basic Requirements for the Project

S. No. Particular Requirement Source

1. Water (m3/day) 3500 Ground Water

2. Power (MW) 158.9Captive Power Plant, WHRB, Grid and D.G Sets

(for backup)

3. ManpowerRegular - 1460

Contractual - 1951

Unskilled/ semi-skilled manpower from local area

and skilled from outside/local.


11.4 PROCESS DESCRIPTION

11.4.1 New Clinker Unit (Unit-XI) and Cement Unit Manufacturing Process

Cement Plant is based on Dry Process Technology for Cement manufacturing with Pre-Heater and

Pre- Calciner Technology. The type of cement being manufactured is OPC & PPC.

The cement manufacturing process largely comprises of the following steps:

Transportation of crushed limestone from the mine site.

Pre-blending of crushed limestone by Stacker & Reclaimer.

Grinding-cum- Drying of Raw Materials and Coal/Petcoke in VRM

Homogenization of raw meal in a blending silo.

Clinkerization of the raw meal in a rotary kiln with preheater, calciner and Cooler.

Finish Grinding, storage and packing of cement.

11.4.2 Waste Heat Recovery Power Plant

For re-utilization of the wasted heat from the expelled gases of Pre-Heaters (PH) and Air

Quenched Coolers (AQC) in each Unit. M/s. Shree Cement Ltd. (SCL) has proposed to

expand the capacity of Waste Heat Recovery Boiler from 68 to 90 MW.

Steam generated from each unit is being / will be combined and fed to steam turbine for

electricity generation.

11.5 DESCRIPTION OF ENVIRONMENT

11.5.1 Presentation of Results (Air, Noise, Water & Soil)

Baseline study of the study area (Composite for plant & mine) was conducted during Summer

Season (March to May, 2015). Ambient air quality monitoring has been carried out at 12 stations in

the study area on 24 hourly basis. The concentration of PM2.5 ranges between 20.6 to 38.1 g/m3,

PM10 ranges between 56.2 to 81.0 g/m3, SO2 ranges between 5.2 to 9.8 g/m3 and NO2 ranges

between 14.2 to 26.3 g/m3.

Ambient noise levels were measured at 12 locations around the plant and mine site. Noise levels

varies from 50.2 to 63.2 Leq dB(A) during day time and from 39.4 to 57.1 Leq dB(A) during night

time.






The ground water analysis (Composite for plant & mine) for all the 9 sampling stations shows that

pH varies from 7.08 to 7.56, Total hardness varies from 360.80 to 581.12 mg/l, Total dissolved

solids vary from 978 to 1489 mg/l.

Soil monitoring (Composite for plant & mine) was carried out at 9 locations and the analysis

results show that soil is neutral to moderately alkaline in nature, pH value ranging from 7.26 to

7.58, with organic matter from 0.40% to 0.67%. Soil texture is Sandy Clay. Total nitrogen ranges

from 174.89 kg/ha to 223.98 kg/ha, indicates that nitrogen is in sufficient amount in this soil.

11.5.2 Biological Environment

Flora: Most common species found in the area are Anogeissus pendula (Dhokra), Acacia catechu

(Khair), Acacia nilotica (Babool), Azadirachta indica (Neem), Ziziphus mauritiana (Ber), Prosopis juliflora

(Kikar/Vilayati Babul), Phoenix sylvestris (Khajur), Calotropis procera (Aak), etc.

Fauna: Commonly found species in the study area are Bubulcus ibis (Cattle Egret), Columba livia (Blue

Rock Pigeon), Corvus splendens (Common Crow), Boselaphus tragocamelus (Nilgai), Rana tigerina

(Indian Bull Frog), Buthus sp. (Scorpion)etc.

11.5.3 Socio-Economic Environment

The population as per 2011 Census records is 56332 (for 10 km radius buffer zone). The

Demographic profile of the study area shows that total no. of household are 1163, 3630 and 6551


males) observed in primary, secondary and outer zone respectively.

SC population distribution is 777, 3492 and 5821 respectively in primary, secondary and outer zone.

ST population distribution is 2722, 19 and 769 respectively in primary, secondary and outer zone

respectively. Literacy rate is 35.05%, 53.74% and 56.1% in primary, secondary and outer zone

respectively. Average household size is 4.96.

11.6 ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

Anticipated environmental impacts due to operation of the proposed expansion project along

with mitigation measures are given below:

Discipline Anticipated Impact Mitigation Measures

Construction Phase

Air Increase in dust and NOx concentration

due to Leveling activity and Heavy

vehicular movement

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 Increase in noise level due to

Construction Equipment

Equipment will be kept in good condition to keep

the noise level within 90 dB (A).

Workers will be provided necessary protective

equipments e.g. ear plugs, earmuffs.






Water Increase in suspended solids due to soil

run-off during heavy precipitation due to

Loose soil at construction site

Adequate drainage system for runoff water during

construction phase.

Operation Phase

Air Increase in concentration of Particulate

Matter Emissions

Better maintenance and installation of pollution

control equipment like ESP / Bag House / Bag Filters.

Covered storage facilities for raw material &

product.

All the roads inside the plant premises will be

concreted.

Water sprinkling to reduce the PM emission level.

CPCB and CREP guidelines are being / will be

followed.

Increase in NO2 emissions Low NO2 burners

Noise Increase in noise level within the plant

areaEquipment to be installed is designed to conform to

occupational noise levels prescribed by regulatory

agencies.

Earmuffs/ Earplugs will be provided to persons

working in high noise zone.

Properly insulated enclosures will be provided to

equipments making excessive noise.

Greenbelt development/ plantation will help in

attenuating noise.

Water Generation of waste water Domestic wastewater generated from plant and

colony is being / will be treated in STP and treated

water is being / will be utilized for greenbelt

development / plantation.

RO reject water is being / will be used in Synthetic

Gypsum manufacturing process, ash quenching and

dust suppression.

Soil Degradation of soil quality due to

settling of air borne dust

Use of efficient pollution control systems

Maintained proper stack height

Soil samples are being/ will be collected periodically

and soil quality is being/ will be tested.

Biological Environment

a. Terrestrial

Ecology

Positive as greenbelt of appropriate

width has been developed and

maintained by SCL in the area

-

b. Aquatic Ecology No impact as no effluent is being / will

be discharged outside the plant

premises

-

Socio-economic

Environment

Overall development of the area in

respect of the infrastructure

development, educational growth,

health facilities etc.

-






11.7 ENVIRONMENTAL MONITORING PROGRAMME

Details of the environmental monitoring schedule / frequency, which will be undertaken for

various environmental components, as per conditions of EC / CTE / CTO are given in Table - 11.6.

Table - 11.6

Post Project Monitoring

S. No. Description Frequency of Monitoring

1. Meteorological Data Hourly

2. Ambient Air Quality Continuous monitoring

3. Stack Monitoring Continuous monitoring and monthly

4. Water Quality Pre- monsoon and Post-monsoon

5. Noise Level Monitoring Monthly

6. Medical Checkup of Employee Yearly

11.8 ADDITIONAL STUDIES

Additional Studies conducted as per ToR Letter no. J-11011/343/2012-IA II (I) dated 10th Feb., 2016,

issued by MoEFCC, New Delhi are Hydro-geological Study & Rain water Harvesting Plan and Risk

Assessment & Disaster Management Plan.

11.9 PUBLIC CONSULTATION

Public Hearing was conducted on 20th April, 2016 at 3:00 PM at Office, Sub Divisional Officer,

Jaitaran, District - Pali (Rajasthan). Major issues raised during Public hearing were of Employment,

Environment related, plantation, education, ESC activities. Detailed action plan for the same has

been prepared.

11.10 RISK ASSESSMENT AND DISASTER MANAGEMENT PLAN

There is being/ will be no major risk involved due to proposed expansion project. Proper

precautionary measures are being/ will be taken to minimize risks. Personal Protective Equipments

(PPEs) will help to minimize the health hazards and accidental casualties. So it is safe to say that

there is being/ will be no major risk involved due to the proposed expansion project.

11.11 PROJECT BENEFITS

The proposed expansion project will help in combating the growing demand of cement in the

market & hence will help in the economic growth of the country. Shree Cement Ltd. Is/will be

actively involved in the ESC activities in the nearby villages of the project site. Infrastructure

development in the nearby villages, creating educational facilities, empowering women through

self-help groups, gainful employment for rural, health awareness programmes & surgical camps,

assistance in social forestry programmes in the area, are some of the activities further to be

undertaken under ESC plan for the development and upliftment of the society. Company has

proposed Rs. 18.87 Crores to be spent in next ten years in ESC activities.






11.12 ENVIRONMENT MANAGEMENT PLAN

The major sources of pollution in Integrated Cement Plant are Particulate Matter. Air pollution is

the major concern to be looked upon for the project activity. No major water, noise and soil

pollution is envisaged from the project activity. Various mitigation measures have been proposed

to take care of the environment in respect of air, water, noise, soil and the green cover of the

plant site and nearby villages.

Particulars Details

Air Quality Management Bag filters will be provided to control dust emitted from various dust generating

points in the plant and at all material transfer points.

Dry fly ash will be transported in closed tankers.

Clinker and Fly Ash will be stored in silos and Gypsum in covered sheds.

Greenbelt will be developed around/ within the premises of the plant site to arrest

the fugitive emissions.

Unloading of trucks will be carried out with proper care avoiding dropping of the

materials from height.

Sprinkling of water will be done along the internal roads in the plant in order to

control the dust arising due to the movement of vehicles.

Proper maintenance of vehicles will be done to reduce gaseous emissions.

Low NO2 burners

Regular ambient air quality and stack emission monitoring is being carried out as

per CPCB / SPCB norms to ensure that ambient air quality standards are being met

all the time.

Water Management No waste water is being / will be generated from the Cement manufacturing

process.

Domestic wastewater generated from plant and colony is being / will be

treated in STP and treated water is being / will be utilized for greenbelt

development / plantation.

RO reject water is being / will be used in Synthetic Gypsum manufacturing

process, ash quenching and dust suppression.

Rain water harvesting is being/ will be practised inside the plant and colony

premises.

Noise Management Proper maintenance, oiling and greasing of machines at regular intervals is

being/ will be done to reduce generation of noise.

Personal Protective Equipment like earplugs and earmuffs are/ will be provided

to the workers exposed to high noise level.

Installation of compressors in closed building.

Green Belt has been developed all along the plant boundary and will be further

enhanced.

Regular monitoring of noise level is being/ will be carried out and corrective

measures in concerned machinery will be adopted accordingly to the possible

extent.






Particulars Details

Solid & Hazardous Waste

Management

No solid waste is being/ will be generated from the cement manufacturing

process.

Dust collected from air pollution control equipment is being/ will be totally

recycled back into the process.

Ash generated from CPP is being/ will be utilized in manufacturing of cement.

STP sludge is being/ will be utilized as manure for green belt development/

plantation.

Hazardous waste like Paint Sludge, Automobile ETP Sludge, Phosphate Sludge,

CETP Sludge of Pali etc. generated by other units is being/ will be utilized as

AFR.

Used oil is being/ will be generated as hazardous waste will be sold to CPCB

authorized recycler.

Green Belt Development /

Plantation

Out of the total existing plant area (i.e. 187.56 ha), about 63.8 ha (i.e. 34% of

the total existing plant area) has already been developed under green belt /

plantation.

Additional 14.5 ha (33 %) will be further developed under green belt/ plantation

for this proposed expansion in order to reduce dust and noise pollution levels

& to increase aesthetic beauty of the area.

Presently there are 165311 numbers of saplings in 63.8 hectare area.

SCL is now proposing to develop 1200 trees and shrubs/ hectare in new

proposed area.

Species proposed to be planted are Azadirachta indica (Neem), Delonix regia

(Gulmohar), Dalbergia sisso (Seasam), Pongamia pinnata (Karanja) etc.

11.13 OCCUPATIONAL HEALTH AND SAFETY

To control and minimize the risks at workplace, Shree Cement Ltd. has implemented Health,

Safety and Environment Policy with the following objectives:

To prevent hazards

To provide safe and healthy environment to all the employees.

The company, therefore, has adopted the policy for the purpose of creating and maintaining safe

and healthy environment.

11.14 CONCLUSION

As discussed, it is safe to say that the proposed Expansion project is an environmental friendly

project, as adequate preventive measures will be adopted to maintain the various pollutants

within permissible limits. Green belt development around the area would also be taken up as an

effective pollution mitigation technique.




Chapter - XII of Final EIA / EMP Report


CHAPTER-XII

DISCLOSURE OF THE CONSULTANT ENGAGED

12.1 DISCLOSURE OF THE CONSULTANT ENGAGED

J.M. EnviroNet Pvt. Ltd. (JMEPL) has prepared this Final EIA / EMP Report along with preparation of

Land Use / Land Cover Maps of the core and buffer zone.

Brief description of the company is given as under:

J.M. EnviroNet Pvt. Ltd., 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 17thMay 2010.

J.M. EnviroNet Pvt. Ltd. is listed at serial no. 99 of the List of Accredited EIA Consultant

Organization displayed on MoEFCC website

(http://www.qcin.org/nabet/EIA/documents/Accredited%20consultants.pdf), updated as on 08th

June, 2016.

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 and 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 and 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

and Uttarakhand.




Chapter - XII of Final EIA / EMP Report


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 MoEFCC and NABL approved Environmental Laboratory of JM Group is also

providing Analytical Laboratory Services of various elements and environmental parameters.

Annual monitoring as per MoEFCC/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.

*Additional study i.e. Hydro-geological Report along with Rain Water Harvesting has been prepared

by, Mr. Pavan Gupta, Chief Consultant (Ground Water),Associate Engineers & Consultants, 4/8,

Malviya Nagar, Jaipur (Raj) - 302017.

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O(L

SCLfRas/lJnit-IX /2016-20171

~SJL- __Date: 05/05/2016

Regd. A.D.

CPM CELL

File No. - C-144

To,

The Member Secretary,

Rajasthan State Pollution Control Board

4, Institutional Area, Jhalana, Doongri,

.IAIPUR - 302004 (Raj.)

Sub:- Compliance of conditions of consent to operate granted by the board under the Air (Prevention & Control of Pollution) Act-1981 & Water (Prevention & Control

of Pollution) Act-1974 for Mis Shree Cement Limited; Unit-IX at RAS, Bhimgarh, Teh: .Iaitaran, District-Pali (Rajasthan).

Ref: - Letter F(CPM)/Pali(Jaitaran)/1024(J)/20J3-2014/S05S-S061 dated 16/02/2016

Dear Sir.

Please find herewith the point-wise monthly compliance report of various conditions of consent to operate as per the letter granted by board section 25/26 of the Water

(Prevention & Control of Pollution) Act and under section 21 (4) of Air (Prevention & Control of Pollution) Act-1981 for Mis Shree Cement Ltd; Unit-IX, situated near

r>; Village' RAS Bhimgarh Teh Jaitaran District Pali (Raj ) for the month of Anril 2016. , -Sr. Condition Compliance Status

No.

I. That this Consent to operate is valid for a period from 16/02/2016 to 31/0112019 Noted.

2. That this consent is granted for manufacturing! producing following products! by products or

carrying out the following activities or operation I processes or providing following services

with capacities given below.Noted.

I Particular I Tvne I Quantitv with Unit II CLINKER Product I 2 MTPA I

3. That this consent to operate is for existing plant, process & capacity and separate consent to Complying with. There is no change/ addition/modification/alteration in process or

establish / operate is required to be taken for any addition/modification/alteration in process or change in capacity or fuel.

chance in caoacitv or chanze in fuel.

4. That the quantity of effiuent generation along with mode of disposal for the treated effluent Total domestic waste water generation by the unit is <lSKLD and waste water IS

shall be as under: treated in STP. Treated water is used for greenbelt development.

Type of Maximum effluent Recycled Disposal quantity of effluent

Ieffluent generation (KLD) Quantity of (KLD) and mode of disposal

effluent (KLD)

Domestic 15.000

sewage 15.000 NIL Plantation/other uses Within

I premises.

5. That the sources of air emissions along with pollution control measures and the emission Stack emission results are given as Annexure 1.

standards for the nrescribed parameters shall be as under.

Source of Air Emissions Pollution Control Prescribed

Measures Parameter Standard

CLINKER COOLER (800000 ESP Particulate Matter 50mgfNm'

M'/HOUR)

COAL MILL Bag House Particulate Matter 50 mg/Nrrr

(185000 M'/HOUR)

RAW MILLS & (1350000 Bag House Particulate Matter 50mg/Nm

M'/HOUR)

6. That the Ras New Cement Unit (Unit IX) plant will comply with the standards as prescribed Complying with. Monitoring results are given as Annexure I.

vide MOEF notification No. GSR 826 (E) dated 16'" November. 2009 with respect to National

Ambient Quality Standards.

7. That the domestic sewage shall be treated before disposal so as to conform to the standards Complying with. Monitoring results are given as Annexure 1.

prescribed under the Environment (Protection) Act- I 986 for disposal into Inland Surface

Water. The main parameters for regular monitoring shall be as under:

Parameters Standards

Total Suspended Solids Not to exceed 100 mg/I

pH Value Between 5.5 to 9

Total Residual Chlorine Not to exceed 1.0 mg/I

Total Kjeldahl Nitrogen ( as N ) Not to exceed 100 mg!l

Biochemical Oxygen Demand (3 Not to exceed 30 mg/I

days at 27°C)

Sulphide ( as S ) Not to exceed 2.0 mg/I

Chlorides Not to exceed 1000 mgll

Oil and Grease Not to exceed 20 mg/l

Chemical Oxygen Demand Not to exceed 250 109/I

8. Thai this Consent to Operate is being issued for production of clinker up to 2.0 MMTPA from Noted.

unit no-IX onlv.

9. That the total project cost as submitted in c.A. certificate is Rs.S80.12 crores which includes Noted.

Page 1 of 4

o(c

Page 312

10.

That no ground water in excess of 4000 KLD shall be abstracted without ptior permission from

the State Board and CGW A.

the cost of land, building, Plant and Machinery.

That the Charter of corporate responsibility for Environment Protection specified for cement

plants &Power Plant shall be complied.

II. That for the control fugitive emission guidelines I code of practice as issued by CPCB will be

followed.

Sr.

No.

CREP CONDITION ACTION PLANNED

All Pollution Control

Equipments are designed to

meet the limit of 50

mg,lNm3 for particulate

matter emission,

Closed storages / silos for

Clinker, and Cement are

provided.

Water spray arrangements

on raw materials like

limestone and coal I pet

coke are provided.

Bag filters arc installed at

all material transfer points.

Lead zinc slag is used III

place of laterite and PCI

coke is used in place of

coal. Paint sludge. ETP

sludge and Phosphate

sludge of automobile

industry are used.

I. The new cement kiln to be accorded

NOel Environmental Clearance w.e, f

y.I03 will meet the limit of 50 mglNm3

for particulate matter emission.

Hazardous wastes arc

utilized as per the CPCB

guideline.

2. The cement industries will control

fugitive emission from all raw material

and product storage and transfer points by

December 2003. However. the National

Task Force will decide the feasibility for

the control of fugitive emission from

limestone and coal storage areas. The

NTF shall submit its recommendations

within months.

Attached with WHRS.

Complying with CPCB guidelines to conrrol fugitive emission. ~

Fugitive emission (~glM3) inside the plant premises in material handling area is t

as Annexure I.

3. Industries will submit the target date to

enhance the utilization waste material by

April 2003.

12. That the particulate emissions from stack of various sections of cement plant shall Not exceed

50mg/NM3.

4. NCBM will carry out a study on

hazardous waste utilization in cement kiln

by December 2003.

13. That the industry shall maintain continuous real time monitoring system at the Kiln stack to

measure the emission levels of particulate matter, SOx. and NOx, and at coal mill and clinker

cooler for particulate matter.

Cement industries will carry out feasible

study and submit target dates to CPCB

co-generation of power by July-2003.

CEMS have been installed for continuous monitoring of SPM, S02 and NOx at the

stack of Kiln, Coal mill and clinker cooler.

5.

Complying with <50 mglNm3

14. That the industry shall provide & maintain adequate dust collection and extraction System to

control fugitive dust emission at coal crusher and all transfer points.

Unit has been installed adequate pollution control measures at different locations list

is liven below:

S. No. Source Pollution Control Measures

Covered Unloading point1. Coal Unloading

Covered unloading and water spray at

crusher

2. Limestone Unloading

3. Material Transfer Point

4. Petcoke I Coal Storage

5. Limestone Storage

6. Clinker Storage

7. Con veyor Belt

8. Clinker Cooler

9. Raw Mill+Kiln

10. Coal Mill

II All Silo

Agreed.

Dust Collector

Open Storage

Silo + Open Storage

Silo

Covered

RABH (Reveres Air Bag House)

ESP

Bag House

Dust Collector for silo venting

15. That no additional source of air emission shall be installed without prior Permission from the

State Board.

16. That the recommendations of the policy briefs related to human health risk due to Cement dust

exposures shall be complied with.

Complying with recommendation of the policy briefs related to human healtl· ...-:...,.I.:

due to cement dust exposures

17. That the power supply to the production/process shall be interlocked with the pollution control

equipment's that in the event of non -functioning of the pollution Equipment the production

process stops automatically.

Interlocking has been provided.-

18. The industry shall comply with the MoEF, Government of India, 14th Notification dated

September 1999 with till the date amendments relating to fly ash management And shall

provide relevant details to the state Board, MoEF, Government of India.

Complying with.

• Unit - IX is clinker unit

• Fly ash is used for making the ppe in Cement unit.

• Fly ash generated in captive power plant is being utilized for cement

manufacturing.

19. That the total fresh water consumption of unit no- IX after enhancement in production capacity

shall not exceed 245KLD. The water requirement of245.00 KLD shall be sourced from ground

water and mine pit water.

• Complying with.

20. That the total fresh water requirement of the entire plant shall 110t exceed 4346 KLD' out of

which 4000 KLD shall be met from ground water and rest from rain water collected ill the

mine pits.

• Total water consumption for entire project is <4346KLD last three month water

consumption data given below.

Month

Januarv

February

March

Water consumotion KL

68613

63325

64726

1000 KLD and 200 KLD on 23/05120 I I.CGWA renewed the NOC for 2800 KLD,

12/07/2013 & 11102114 respectively.

21. Noted.

Page 2 of 4

Page 313

22. That the industry shall comply with the conditions imposed in NOC issued by COW A for the Noted.

abstraction of ground water vide letter dated 23/05/2011,12/07/2013 and 1110212014.?' That water meters shall be maintained at all the bore wells to measure the daily water All water sources are equipped with water meter and record are maintainedc »,

abstraction and logbook shall be maintained at daily basis.

24. That no industrial effluent will be discharged within or outside the factory premises in to a The cement manufacturing is dry process; hence no effiuent is discharged.

stream or well or sewer or on land.

25. That the domestic sewage for the entire complex shall not exceed to 200 KLD. The treated Total domestic waste water generation by the entire complex is <200 KLD and waste

domestic sewage from the STP shall be used for green belt development within the nremises. water is treated in STP. Treated water is used for greenbelt develooment.

26. That the industry shall comply with the provisions of Hazardous waste (Management, handling Complying with.

and Trans-boundary Movement) Rules, 2008 and daily record of waste generation and its

disposal shall be maintained.

27. TItat the industry shall canyout effluent sampling/stack monitoring/ambient air quality Noted.

monitoring and submit quarterly report from the state Board laboratory/ laboratory recognized

by Ministry of Environment & Forests (MoE&Fl,Govemment oflndia.

28. That suitable flow measuring devices/ meters on the intake source of water, inlet and outlet of All water sources are equipped with water meter and record are maintained

effluent treatment/ sewage treatment plant shall be installed and maintained. Daily record of

Water consumption, effluent generation and it's treatment and utilization shall be maintained.

29. That suitable measure for rain water harvesting water shall he taken. Industry has been developed rain water collection pits at the following locations to use

for plant & mining activities and to recharge the ground water.

So. Structure Water storage

Caoacitv in KL

I. Harvesting Pit-I at Mines 650000

2. Harvestiuu Pit-2 at Mines 40000

". Harvestin ' Pit-S near plant 'ate 147000 I

4.Harvesting Pit,4 in Colony near ViiI.

40000Bhagarpura

Total water requirement entire Ras project (Cement. Power, Mine and Residential

colony) is 4380 KLD.

CGWA have been granted permission to withdraw 4000 KLD ground water.

The balance 380 KLD water will be used from the rain water collected in above

pits.

30. That all the conditions imposed by MoE&F, New Delhi vide Letter noJ-1I01l/34312012-IA- Complied with

11(1)dated 10/0912015 while issuing EC to your project shall be complied.31. That all the conditions imposed vide letter no. F(CPM)/Pali(Jaitaran)1I 024( I)12013- Complied with.

I201411392-1396 dated 20/0512013 and F(CPM)/Pali(Jaitaran)/1 024( I)/20 13-20 14/432-435

. dated 30/0412015 shall be complied.

32. That this consent to operate is being issued in supersession to consent to operate Issued vide Noted.

letter no. F(CPM)lPali(Jaitaran)l1 024 (I )120 13-20 14/432-435 dated 30/0412015.

33. That the industry shall submit quarterly compliance report of all the above Conditions to the Complied with.

State Board.

34. TItat this revised consent letter shall supersede the earlier consent letter no F(CPM)/Paii Noted.

(laitaran)1I 024(1) 120 13 -2014 18022-8025 dated 16/0212016

35. That, notwithstanding anything provided hereinabove, the State Board shall have power and It is Board'sjurisdiction.

reserves its right, as contained under section 27(2) of the Water Act and under section 27(6) of

the Air Act to review anyone or all the conditions imposed here in above and to make such

variation as it deemed fit for the purpose of Air Act & Water Act,

36. That the grant of this Consent to Operate is issued from the environmental angle only. and does Yes, the grant of this Consent to Operate is issued from the environmental angle only.

not absolve the project proponent from the other statutory obligations Prescribed under any and does not absolve the project proponent from the other statutory obligations

other law or any other instrument in force. The sole and complete Responsibility to comply prescribed under any other law or any other instrument In force. The sole and

with the conditions laid down in all other laws for the time-being in force. rests with the complete responsibility, to comply with the conditions laid down in all other laws for

mdustrv/ unitJ project nrononent. the time-bein ' in force, rests with the indusrrv/ unit! oro iect nrooonent.

37. That the grant of this Consent to Operate shall not, in allY way, adversely affect or jeopardize II is Boards jurisdiction,

the legal proceeding, if any. instituted in the past or that could be instituted Against you by the

State Board for violation of the provisions of the Act or the Rules made Thereunder.

This is for your kind information please.

~ Thanking you,

Yours faithfully,

~.~ (Rakesh Bhargava)

~~ViCC President (Environment)

Copy to: -The Regional Officer (Regional Office) Rajasthan Board for Prevention & Control of Pollution, A-6, Mandia Road, Industrial Area, Near

Pali Urban Co-Operative Bank, PALI- MARWAR-306401 (RAJ.)

Page 3 of 4

Page 314

Unit-IX, monthly monitoring report: April-2016

Annexure I

I Ambient Air Quality Monitoring Data' -Ambient Air Quality Monitoring (All Values in J.lg/m.l)

Location Date PM-2.S PM-IO S02 NO, Location Date PM-2.5 PM-IO S02 NO,

4-Apr-16 23 36 8.7 10.7 4-Apr-16 30 36 84 10.6

6-Apr-16 21 33 9.3 10.6 6-Apr-16 26 41 9.3 10.0

8-Apr-16 17 42 8.2 10.2 Plant 8-Apr-16 19 41 8.0 10.0

P(nnt 12-Apr-16 19 32 8.6 11.0 boundary 12-Apr-16 23 41 8.5 10.9

boundary near 15-Apr-16 19 41 8.6 10.5 towards 15-Apr-16 31 42 8.5 10.3Main Gate

20-Apr-16 19 38 8.6 11.0 Stacker & 20-Apr- I6 26 43 8.5 10.9

22-Apr-16 21 44 7.9 104 Reclaimer 22-Apr-16 36 32 7.9 10.3

27-Apr-16 23 44 8.6 11.1 27-Apr-16 30 38 8.8 ILl

Average 20.3 38.7 8.6 10.7 Average 27.6 39.3 8.5 10.5

4-Apr-16 20 39 9.2 11.1 Plant boundary 4-Apr-16 21 37 8.8 10.7

6-Apr-16 20 39 10.0 11.3 towards- 6-Apr-16 19 45 9.3 11.1

8-Apr-16 25 39 8.7 10.6 Khera & 8-Apr-16 28 42 8.5 10.1

PlantI2-Apr-1 6 21 40 9.2 11.5 Jawangarh

I2-Apr-1 6 30 42 8.7 II I

boundary near 15-Apr-16 23 46 9.2 10.8 15-Apr-16 20 42 8.7 104Mess 20-Apr- I6 20 41 9.2 11.6 20-Apr-16 21 45 8.7 11.0

22-Apr-16 26 41 8.5 10.9 22-Apr-16 20 20 8.1 104

27-Apr-16 19 42 9.3 11.7 27-Apr-16 27 41 94 11.2

Average 21.8 40.9 9.2 11.2 Average 23.3 39.2 8.8 10.8

2. Sta ck EmiSSIOn Monitoring Data:-

Source Of Air Emission Pollution Control Prescribed Parameter Date Monitored Value in Monthly Average

Measures (mg/Nrn") values of Opacity

Meter (mg/Nmj')

Raw Mill & Kiln RABH Particulate Matter 15.04.2016 18 19

Coal Mill Bag House Particulate Matter 18.04.2016 14 15

Clinker Cooler ESP Particulate Matter 18.04.2016 12 13

3. STP Treated Water Quality: - Date: - 18.04.2016

S.No. Parameters Standards Results

I Total Suspended Solids mgll Not exceed 100 mgll 60.1

2. pH Value Between 5.5 to 9.0 7.2

3. Oil & Grease mgll Not exceed 10 mg/l 0.1

4. Total Residual Chlorine Not exceed 1.0 mgll 0.3

5. Amonical Nitrogen (as N) Not exceed 50 mg/l 16.3

6. Biochemical Oxygen Demand (3 days at 27°C) mgll Not exceed 30 rng/l 10.3

7. Sulphide (as S) Not exceed 2.0mgll 0.3

8. Chlorides Not exceed 1000 mgll 73.5

9. Free Available Chlorine Not exceed 0.5 mgll NA

10. Chemical Oxygen Demand mg/l Not exceed 250 mg/l 80.5

uaitive mISSlOn:-

S. No. Location Gypsum Storaze Lime stone stock pile Coal storaze area Fly ash silo Packing Plant

I NOIlllS 5000 5000 2000 5000 5000

2 Date 1404.20 I6 14.04.2016 14.04.20 I6 14.04.2016 19042016

3 April-2016 3925 3689 1256 3600 4100

Monitored By

~Girdhari Lal Yadav

(Officer Environment)

Page 4 of 4

••

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Page 316

Page 317

Page 318

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Page 320

Ground Water Resources & Rainwater HarvestingSCL, RAS, JAITARAN, PALI

Associate Engineers & Consultants

1

CHAPTER 1

EXECUTIVE SUMMARY

Project : Groundwater Resources Evaluation & Rainwater

Harvesting System Development Studies.

Promoters : M/S SHREE CEMENTS LTD, BEAWAR, RAJ.

Conducted by : ASSOCIATE ENGINEERS & CONSULTANTS

Possible sources : Subsurface & Rainwater in the plant & Mines

Area.

Investigation

Methodology :

• Surface Hydro geological studies mining lease & plant area (Core Zone)

• Surface Hydro geological studies for Buffer zone (10 Km radius).

Coverage: (a) Approx. 7.5 Sq. Km of mining lease, 3.042 Sq. Km of Plant & 0.4 Sq.km colony area (Core

Zone)

(b) Approx. 10 Km radius (Buffer Zone)

Findings:

∗ The regional water level ranges between 7m. to 22m. below ground level during the post monsoon period and

during pre monsoon water levels are 15m to 30m below ground level.

∗ Based on results of hydro geological survey conducted in the area, it appears that ground water occurs in

water table condition in weak zones of medium hard & hard rock. In the investigated area, thickness of top soil

is very less generally not more than 6 to 8m in plant area & no Top Soil is found in Mineralised area of Mining

Lease.

∗ For buffer zone (10 km radius) total recharge due to rainfall & irrigation return flow at study year rainfall works

out to be 32.87 mcm/annum. Total discharge works out to be 12.81 mcm/annum & stage of development is

38%.

∗ The area of core zone is under safe category and has surplus exploitable ground water potential, indicating

mining activity has not affected its long-term ground water recharge and its ground water resources. No

stream will be encountered during the mining activity which will require any diversion, and will not affect

surface water resources.

∗ Due to hard, crystalline and chemically resistant nature of limestone the water stored in the mining pit

remains unpolluted and free from any toxic constituents. The overburden, mostly composed of thin alluvial

material also does not contribute any pollutants from its waste. The waste dumps are located in such a way

that there are no hindrances to flow of water bodies and streams.

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2

∗ There is no possibility of any land subsidence due to heavy pumping or mining as the rocks are hard, compact,

impervious and crystalline, which can be stand of its own. Beside that there is no heavy pumpage for ground

water extraction.

∗ The mining activity, as per the conceptual plan is proposed to be confined to an area of 450 Hect and will be

up to depth of 123 m.at the end of the mine about 190 hectare area will be left as water recharge pit or as a

source of water supply containing about 0.760 mcm of water.

∗ To reduce groundwater extraction, some measures have already been taken by the management. Firstly,

storm water runoff is being collected in the mining pit/pond amount of rainwater collected is of the order of

0.845 mcm and is being used for the plantation, dust suppression, cement processing work, etc. These will in

turn decrease the extraction of groundwater by the industry. Besides this, rainwater stored in the mining pits

is providing recharge to ground water by induced infiltration to nearby tubewells as pumping levels of these

tub wells are below the pit bottom.

∗ Secondly, wastewater generated at mines workshop is cleaned with the help of oil- water separator & this

cleaned water is re-circulated & reused.

∗ In the mine lease area at the conceptual stage radius of influence zone due to mine pit dewatering extends

upto about 960 m from the centre of the mine pit. After reviewing the lease area map, it is seen that there is

no spring, public well, river or lake in the area of 1km from the mining pits indicating that there will not be any

influence of pumping water from the mining pits on any other sources

∗ Total recharge from rooftop, roads, cemented and open area of plant area will be 496686 cum. To

accommodate that amount of water 3 dry tubewells and 8 open wells has been constructed.

∗ Total recharge from Nala Originating from Eastern side of Industrial area will be 453974 cum. To accommodate

that amount of water 4 large diameter open well has been constructed on rainwater harvesting pit near plant

gate having 147000 cum water holding capacity has also been constructed.

∗ Total recharge from rooftop, roads, cemented and open area of colony area will be 94852 cum. To

accommodate that amount of water 5 dry tubewells has been connected.

∗ Total recharge from Nala Originating from Eastern & South-Eastern Side of Colony area will be 523320Cum. To

accommodate that amount of water two anicut with 1m height and 4m length has been constructed.

∗ Total recharge to ground water in mine lease area will be 362305Cum. To accommodate that amount of water

two rainwater harvesting pits of 650000 & 40000 Cum capacity with 2 injection wells has been constructed.

∗ Total rainwater available for groundwater recharge for plant, outside area and mines comes out to the tune of

1931140 cum.

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3

CHAPTER 2

SURFACE HYDROGEOLOGICAL & HYDROLOGICAL INVESTIGATION

INTRODUCTION

M/S SHREE CEMENT LTD. is already operating cement plant clinkerization unit. Now management has decided for

expansion of integrated cement plant (Clinker from 11.2 MTPA to 15 MTPA cement from 8.8 to 13.2 MTPA and

waste heat recovery power: 60 MW to 90 MW) near Village Ras, Tehsil Jaitaran district Pali. And also an expansion

of captive limestone mine from 19.6 to 25.3 MTPA at Village Nimbati, Jawangarh Pali, Rajasthan.

For meeting the water demands and conditions of TOR points issued by MOEF for plant and mine, it was decided to

carry out detailed investigation for indicating feasible subsurface resources, which may meet water requirement on

sustainable basis. This study also includes impact of mining activities on water regime. To augment ground water

storage of the area rainwater-harvesting program has also been suggested.

M/S SHREE CEMENT LTD, BEAWAR, RAJASTHAN have retained ASSOCIATE ENGINEERS & CONSULTANTS, Jaipur to

undertake a detailed investigation for assessment and evaluation of subsurface water sources in the area.

This chapter comprises of the main objectives & the investigation methodology.

OBJECTIVES

Hydrological & Hydro geological studies of the core & buffer zone for mine area.

To assess groundwater resources of Core & buffer zone.

To assess impact of mining activity on water regime.

Water conservation measures to augment ground water storage.

Site visit Photographs

OPEN WELLS IN NEAR BY AREAS

GEOLOGY OF THE AREA

Area is mainly composed of moderately thick alluvial cover belonging to Recent to Sub- Recent period of

Quaternary era. Western part of the buffer zone has crystalline and metamorphic rocks of Sirohi, Sendra Ambaji

and Phulad Group of Delhi super group. Erinpura granites have intruded this group as post Delhi intrusive. Details

of the geological succession of the area is as under:

Era Age Super Group Group/

Formation

Rock Type

Quaternary Sub recent to

Recent

Aeolian &

Colluvium

Alluvium Wind blown sand, silty clays

kanker, gravel etc.

-----------------------------------Unconformity ------------------------------------------

Middle to Upper

Proterozoic

Lower Pre-

Cambrian to Upper

Cambrian

Post- Delhi intrusive

& extrusive

Erinpura Granites, Pegmatites

Limestone/ Marble,

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4

Sirohi

Calc-schists, gneisses

Proterozoic Proterozoic Delhi Super Group Sendra

Ambaji

Phulad Ophiolite

suite

Granites, Gneisses

Hornblende schsist

Amphibolites

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5

PHYSIOGRAPHY, DRAINAGE PATTERN & RAINFALL DATA

Nimbeti Limestone deposit forms the part of catchment area of Lilri river, a tributary of Luni river. Lilri river

originates from Ramgarh Narpura hills, north of beawar. After flowing west up to Ras, it takes southern turn,

flowing between two limestone hills, is joined by Sukri River near village Mohari and further downstream meets

Luni River near Nimbol.

Lilri river is an ephemeral stream and flows only in direct response to rainfall in its catchment area. There is well-

developed drainage, which is dendritic in nature. The drainage on the northeasterly trending hills of limestone,

takes westerly and easterly course, ultimately joining Lilri River.

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6

Nimbeti limestone deposit is the most easterly limestone hill, among the four prominent limestone hills, all striking

NE-SW and all hills are being mined and proposed to be mined as source of limestone by other cement plants.

Four minor irrigation projects have been constructed upstream of Ras limestone deposits on Lilri river and its

tributary Sukri. Their details are as under:

S.N. Project Name DSB No. Catchment

area (Km2)

Live storage Mm3

CCA Ha.

1. Karnos Tank 1 26.1 0.3 26

2. Kherabalav 2 3.2 0.1 18

3. Kherawala 2 8.2 0.1 18

4. Babra 1 373.3 3.6 538

DSB :- Differential Sub- Basin

CCA:- Culturable Command Area.

Source:- Irrigation department, 1996

The Mining lease area has a topographical difference of about 100m between lower & uppermost portion of the

area. The min. RL is about 370m & max RL is about 470m. The thickness of alluvial is not much generally less than

1m in mine area. In the plant area topographical difference is about 26m. The min RL is about 374m and max RL is

about 400m. The thickness of alluvial cover varies between 4 to 8m. This area is characterized by wind blown sand

with silt Due to moderate rainfall; resistant hills soil stream density is moderate. Surface has produced dendritic

type of drainage pattern as shown in figure

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7

Figure: Drainage Pattern

Page 327



8

Rainfall record of nearest rain gauge at tehsil headquarter Jaitaran is shown in tabular form. It is apparent from

these data that average rainfall of last 15 years is 445 mm. About 90% of it occurs during monsoon months (June to

September) with June and August accounting for 33% and 31% of the annual rainfall respectively. Maximum rain of

over 100mm in a day was recorded on 6th

august, 1976 (100mm), 16th

July 1979 (155mm), 18th

July 1979 (226mm)

and 19th

July 1979 (100mm). The total number of rainy days is 31. in a year with 9.8 days in the month of July.

Aannual rainfall is 557mm for 2014.

ANNUAL RAINFALL DATA

Year Annual Rainfall Highest Rainfall Highest Rainfall Date Rainy Days

1982 362 62 13July 23

1983 810.5 184 21Aug 36

1984 288 56 04Sep 13

1985 191 45 31May 12

1986 151 38 28July 14

1987 139 24 14July 12

1988 351 52 26Aug 24

1989 322 87 27Aug 18

1990 511 90 05Aug 23

1991 370.9 63.4 03Sep 21

1992 569.2 97 19Aug 29

1993 288 50.8 10July 21

1994 752 157.4 02July 31

1995 618 120 26July 22

1996 486.2 82 06Aug 25

1997 645.2 95 08Aug 34

1998 431.2 46 17Oct 24

1999 432.3 150 31July 13

2000 389.4 119 22July 15

2001 563 149 04July 24

2002 233.5 76 23Aug 14

2003 392 48 23July 23

2004 391 46 13Aug 20

2005 304 55 17Sep 20

2006 368 46.5 20July 31

2007 585 177 05July 21

2008 431 85 05Aug 28

2009 229 68 11July 14

2010 571 65 24July 36

2011 640 111 11Aug 31

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9

2012 412 80 12Aug 29

2013 583 125 29 sep 27

2014 557 100 8 Aug 23

GEOMORPHOLOGY

The geomorphology involves the study of landforms of a terrain into units which are classified and subsequently

evaluated for specific type of land utilization. The landforms are the expressions of surface and subsurface

lithological and structural features. The regional perspective of the satellite data makes it very easy to delineate

geomorphic landforms based on tonal and morphological expressions on the IRS, LISS-3 satellite image.

Geomorphological units and associated features identified and mapped in the study area through the visual

interpretation of satellite data taking in to consideration the physiography, geology, structures and drainage

conditions. The study area is classified into different zones covered by structural ridges, structural hills, pediment,

pediplain and alluvium as shown in Figure. The area statistics of identified geomorphic units have been generated

and is given in Table.

Structural Ridges

Linear to curvilinear ridges are found in the study area following NE-SW trend. On the satellite imagery these ridges

are showing the characteristic linear and curvilinear shapes with high relief compared to their surrounding units.

These hills are steep to moderately slopping on both sides. The area under structural ridges is 142.37 ha.

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10

Structural Hills

The structural hills are the isolated eroded uplands found in eastern part of the study area. These structural hills

are formed due to differential erosion of hard and compact lithological formations. The spatial extent of these hills

is very low.

Pediment

Pediment is a gently sloping area with erosional bed rock, situated in between hills and plains consisting of a

veneer of detritus and broad undulating rock floor. The pediment cover in the study area is 156.87 ha. Pediments

are located in central and eastern part of the study area.

Pediplain

Pediplain is relatively flat rock surface formed by the joining of several pediments. Pediplain are usually formed in

arid or semi-arid climates and may have a thin veneer of sediments. It is postulated that the pediplain may be the

last stage of landform evolution, the final result of the processes of erosion. Ultimately, the pediplain comprises an

intricate assembly of pediments which slope down to the local drainage systems. In study area major pediplains

are found in western part and the area under pediplain category is 166.25 ha.

Alluvium

The recent to sub-recent formation in the study area comprises a broad patch of alluvium deposit along the river

course. It is a thick, unconsolidated deposit of sand, gravel clay and silt. The alluvium is found in central part of the

study area and it covers only 2.85 ha area.

GEOMORPHIC UNIT AREA IN HA.

Structural ridge 142.37

Structural hill 0.86

Pediment 156.87

Pediplain 166.25

Alluvium 2.85

River 15.07

Waterbody 3.31

Built-up 5.72

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11

AQUIFER TYPES

Ground water generally occurs in unconfining conditions and is transmitted through the fractures, joints and

foliation plans of granites and gneisses. 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. Granites and gneisses are prone to weathering, get

weathered to adequate depths and develop primary porosity. Hence maximum hydraulic conductivity is observed

at shallow depth generally less than 100m.

Limestone mostly forms the hills it has been proved to be water bearing and a tube well constructed in the mine

area yield 10,000 lit/hr of water. Limestone of the area is thick bedded, well jointed and therefore is expected to

Page 331



12

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.

WATER LEVEL AND SEASONAL FLUCTUATION

Water level in the area ranges from 7mts. to 22mts. below ground level in the post monsoon period while during

summer it ranges from 15 to 30m. Seasonal fluctuation in the area is about 8 m. water level monitoring has been

done in the year 2014-15 for mining lease area and plant area. Fluctuation in water levels is mostly due to recharge

of ground water through rainfall and influent seepage from streams and ground water discharge from wells.

YIELD POTENTIAL

There are three operating tube wells in the mining lease area and seven open well/ bore well in the plant area.

Tube wells in the mining area have discharge between 60 to 300 KL/day, while open wells in the plant area have

discharge between 20 to 60 Cum/day.

In the near by areas hand pumps have been constructed by the govt. to an average depth of 60 to 70m. The yield

of such hand pumps is not much and is just sufficient to meet the drinking water requirement. Open wells are

generally 20 to 30m deep and are operated by diesel engines and do not sustain pumping. The average yield of

wells tapping granites ranges between 20 to 120 cum/day. Wells and tube wells tapping alluvium generally yield 20

cum/hrs.

GROUND WATER MOVEMENT

In the investigated area the movement of ground water is governed mainly by secondary fractures as granites 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 East

and is 25 m/km and to north about 5m/km. The ground water also follows the topography and surface water

moves in eastern to northern direction. The hydraulic gradient is not so high and has been observed as a 2.17 per

kilometre. The movement of ground water on the western side of limestone hills is also towards west with low

hydraulic gradient.

Site Visit Photographs

GROUND WATER QUALITY

Quality of ground water is generally potable and electrical conductivity is less than 2000 micromhos per cm. And

total dissolved salts do not exceed 1000 mg/lit. All the constituents remain within allowable limits of drinking water

standards with fluorides remaining less than 1.5 mg/lit and nitrates less than 45 mg/l. water is therefore suitable

for drinking and irrigation purposes.

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13

DETAIL OF HYDRO-GEOLOGICAL STUDIES OF CORE AND BUFFER ZONES OF SHREE CEMENT LTD. (Season April 2015)

S.

No.

Location Type of well Type of Pump

& Depth (Feet)

Pump (HP)

Specification

Depth/ Dia

&Specification of

well

Latitude &

Longitude

Elevatio

n (m)

Water

Level (m)

GW

RL

(m)

1 BHIMGARH OPEN WELL MONO BLOCK 8 HP 90 FT DEPTH,

10*10 DIA

26015’09.6”

074011’42.1”

384 12.53

371.47

2. BUTIWAS BORE WELL SUBMERSIBL

E

5 HP 350 FT DEPTH, 8”

DIA,SINGLE

CASING

26013’18.1”

074009’43.2”

359 5.43

353.57

3. TUNKARA BORE WELL ABSENT NIL 560 FT DEPTH,8”

DIA, SINGLE

CASING

26013’48.2”

074006’52.2”

351 14.11

336.89

4. NIBERA KHURD OPEN WELL MONO BLOCK 20 HP 60 FT DEPTH,

12*12 DIA

26012’16.2”

074006’38.2”

337 11.50

325.5

5. CHAWANDIA

KALA*

BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26012’16.8”

074008’10.6”

353 20.17

332.83

6. MESSIA OPEN WELL MONO BLOCK 10 HP 60 FT DEPTH,

15*15 DIA

26010’54.9”

074007’21.1”

344 9.57

334.43

7. KHOKHARI OPEN WELL SUBMERSIBL

E

5 HP 40 FT DEPTH,

12*12 DIA

26009’56.3”

074008’01.1”

351 10.18

340.82

8. GIRI OPEN WELL SUBMERSIBL

E

3 HP 60 FT DEPTH,

6*12 DIA

26010’55.4”

074009’42.5”

361 10.84

350.16

9. NAHARPURA OPEN WELL MONOBLOCK 8 HP 60 FT DEPTH,

12*12 DIA

26012’02.3”

074010’58.3”

389 21.60

367.4

10. TEJAJI KA BADIA OPEN WELL MONOBLOCK 5 HP 60 FT DEPTH, 5*8

DIA

26013’05.5”

074011’48.6”

395 11.37

383.63

11. NANANA BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26010’0.7”

074011’19.7”

390 18.10

371.9

12. RELARA BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26009’38.5”

074012’24.2”

392 12.78

379.22

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14

13 KANECHA BORE WELL SUBMERSIBL

E

1.5 HP 350 FT DEPTH, 8”

DIA, SINGLE

CASING

26009’41.5”

074013’39.3”

410 21

389

14. SHYAMPURA OPEN WELL MONOBLOCK 5 HP 60 FT DEPTH,

20*20 DIA

26010’38.5”

074012’36.0”

388 12.12

375.88

15. PATAN OPEN WELL SUBMERSIBL

E

5 HP 100 FT DEPTH,

12*12 DIA

26012’17.4”

074013’33.1”

409 31

378

16. NAYAGAON OPEN WELL SUBMERSIBL

E

8 HP 60 FT DEPTH,

18*18 DIA

26013’27.6”

074015’22.5”

400 10.52

389.48

17. RAMGARH BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26014’36.6”

074015’18.9”

395 16.61

378.39

18. GOPALPURA BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26014’36”

074013’52.4”

390 8.57

381.43

19. BAGATPURA OPEN WELL SUBMERSIBL

E &

MONOBLOCK

2 HP 60 FT DEPTH,

15*15 DIA

26015’42.4”

074013’22.2”

387 14.35

372.65

20. RAS OPEN WELL SUBMERSIBL

E &

MONOBLOCK

5 HP 60 FT DEPTH,

15*15 DIA

26017’54”

074011’38.8”

364 8.50

355.5

21. KHERA OPEN WELL SUBMERSIBL

E

3 HP 60 FT DEPTH,

15*15 DIA

26016’25.4”

074012’05.4”

374 24.29

349.71

22. DEVGARH OPEN WELL MONOBLOCK 8 HP 40 FT DEPTH,

10*10 DIA

26016’12.4”

074014’53.4”

367 6.31

360.69

23. RATANGARH OPEN WELL SUBMERSIBL

E

3 HP 60 FT DEPTH, 8*8

DIA

26017’17.2”

074016’5.0”

377 16.35

360.65

24. RUPNAGAR

(THORIA)


E


DIA, SINGLE

CASING

26016’38.3”

074017’1.5”

384 18.21

365.79

25. RUPAREL OPEN WELL SUBMERSIBL

E

3 HP 120 FT DEPTH,

8*8 DIA

26017’30.4”

074017’3.5”

391 28.83

362.17

26. PALIYAWAS OPEN WELL ABSENT NIL 40 FT DEPTH, 8*8

DIA

26017’33.6”

074014’40.1”

379 6.36

372.64

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15

27. BHILDERA OPEN WELL ABSENT NIL 60 FT DEPTH, 8*8

DIA

26018’52.5”

074015’55.9”

395 13.20

381.8

28. DHOLADATA

(RAJPUTANA)


E


DIA, SINGLE

CASING

26019’28.7”

074014’30.9”

395 29.18

365.82

29. PHULSAGAR OPEN WELL MONOBLOCK 8 HP 60 FT DEPTH, 8*8

DIA

26018’38.2”

074017’48.6”

385 8.38

376.62

30. RUPNAGAR OPEN WELL ABSENT NIL 60 FT DEPTH, 5*5

DIA

26019’27.5”

074012’56.4”

379 8.85

370.15

31. CHAINPURA BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26020’40.2”

074013’05.5”

392 12.95

379.05

32. DAYALPURA BORE WELL SUBMERSIBL

E

7 HP 600 FT DEPTH,

8”,SINGLE

CASING

26021’08.9”

074011’32.1”

394 57.45

336.55

33. BALUPURA BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26019’53.6”

074008’23.3”

354 50.13

303.87

34. RABARIYAWAS OPEN WELL SUBMERSIBL

E

3 HP 120 FT DEPTH,

8*8 DIA

26019’28.6”

074006’17.7”

328 30.55

297.45

35. PARTAPURA BORE WELL SUBMERSIBL

E

3 HP 200 FT DEPTH,

10” DIA, SINGLE

CASING

26019’34.4”

074005’25.6”

323 26.20

296.8

36. BALARA OPEN WELL ABSENT NIL 60 FT DEPTH,5*5

DIA

26017’21.5”

074004’20”

320 8.50

311.5

37. PYAU BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASING

26018’43.0”

074009’45.9”

391 36.03

354.97

38. KUNDAL OPEN WELL MONOBLOCK NIL 60 FT DEPTH,

12*12 DIA

26015’17.8”

074009’34.3”

376 10.21

365.79

39. PATAN OPEN WELL MONOBLOCK NIL 30 FT DEPTH, 8*8

DIA

26016’21.9”

074009’17.3”

351 5.19

345.81

40. KHERPURA

(KESARPURA)

OPEN WELL ABSENT NIL 40 FT DEPTH, 8*8

DIA

26017’44.8”

074010’2.4”

361 8.10

352.9

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16

41. AMARPURA BORE WELL SUBMERSIBL

E

3 HP 350 FT DEPTH,

10” DIA , SINGLE

CASING

26021’37.3”

074007’5.9”

326 22.73

303.27

42. RAWATO KI

DHANI

OPEN WELL SUBMERSIBL

E

1 HP 100 FT DEPTH,

10*10 DIA

26022’18.6”

074009’38.8”

347 20.91

326.09

43. SEWARIA OPEN WELL ABSENT NIL 80 FT DEPTH,

10*10 DIA

26020’50.6”

074014’11.6”

386 21.21

364.79

44. SUGALIYA BORE WELL SUBMERSIBL

E


DIA, SINGLE

CASIING

26008’59.7”

074011’11.8”

398 49.23

348.77

GROUND WATER QUALITY

In the study area ground water samples has been collected from seven different places, quality results are shown in the table below:

Ground Water Analysis

Study Period Post Monsoon Season (2013)

S. No. ParametersProject

SiteMine site

Village

Nimbera

khurd

Village

Patan

Village

Mohrai

Village

Butiwas

Village

Rabariyawas

Specification as per

is:10500

1. pH (at 25 °C) 7.98 7.84 7.13 7.72 7.52 7.80 7.43 6.5-8.5

2. Colour (hazen unit) <5 <5 <5 <5 <5 <5 <5 5 (max,25)

3. Turbidity (NTU) <1 <1 <1 <1 <1 <1 <1 5 (max. 10)

4. Odour Unobjectio

nable

Unobjecti

onable

Unobjecti

o -

nable

Unobjectio

nable

Unobjectio

nable

Unobjection

able

Unobjectionabl

e

Unobjectionable

5. Taste Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Salty Agreeable

6. Total hardness as CaCO3

(mg/l)

419.00 235.44 149.84 378.56 769.6 172.32 632.29 300 (max. 600)

7. Calcium as Ca+2

(mg/l) 118.38 55.92 34.96 81.70 152.63 39.01 140.06 75 (max. 200)

8. Alkalinity as CaCO3 mg/l 213.96 536.56 361.92 305.06 492.62 356.64 287.08 200(max. 600)

9. Chloride (as Cl), mg/l 325.91 706.25 225.35 139.65 742.30 127.64 890.15 250 (max. 1000)

10. Cyanide as Cn(mg/l) <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 0.05 (no relaxation)

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17

11. Magnesium as Mg+2

(mg/l) 30.04 23.31 15.22 42.46 94.64 18.22 68.73 30 (max. 100)

12. TDS (mg/l) 782.00 1604.00 738.00 586.00 1794.00 606.00 1899.00 500 (max. 2000)

13. Sulphate as SO42-

(mg/l) 42.50 196.25 50.65 38.85 209.45 38.51 163.48 200 ( max 400)

14. Fluoride as F (mg/l) 0.45 0.75 0.51 0.48 0.50 0.72 0.68 1.0 (max 1.5)

15. Nitrates (as NO3) mg/l 2.95 12.37 9.27 14.23 12.68 4.99 3.68 45 (no relaxation)

16. Iron as Fe (mg/l) 0.11 0.30 0.22 0.09 0.16 0.13 0.21 0.3 (max 1.0)

17. Aluminum as Al (mg/l) <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 0.03 (max. 0.2)

18. Boron (mg/l) <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 <0.50 1 (max. 5)

19. Phenolic compounds (as

C6H5OH) (mg/l)

<0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.001 (max. 0.002)

20. Anionic detergents as

MBAS (mg/l)

<0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 0.2 (max.1.0)

21. Hexa Chromium (mg/lit) <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.05(no relaxation)

22. Zinc as Zn (mg/l) <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 5 (max. 15)

23. Copper as Cu (mg/l) <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 0.05 (max. 1.5)

24. Manganese as Mn (mg/l) <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 0.1 (max. 0.3)

25. Cadmium as cd (mg/l) <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.01 (no relaxation)

26. Lead as Pb (mg/l) <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.05 (no relaxation)

27. Arsenic as As (mg/l) <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.01 (no relaxation)

28. Mercury as Hg (mg/l) <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 0.001 (no

relaxation)

29. Phosphate (mg/l) <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 ---

30. Nickel (mg/l) <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 <0.20 ---

31. Sodium as Na (mg/l) 89.50 206.00 128.00 46.00 246.60 108.00 399.00 ---

32. Potassium as K (mg/l) 4.00 14.60 12.40 4.89 10.30 5.60 8.80 ---

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18

CHAPTER - 3

GROUND WATER RESOURCES EVALUATION &

IMPACT OF MINING ON WATER REGIME

Ground water resources of an area can be distinguished under two categories:-

1. Dynamic ground water resources

2. Static ground water resources

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 - - - - - - - - - - - - - - - (I)

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.

GROUND WATER RESOURCES IN THE CORE ZONE

MINING LEASE AREA

The mining lease area covers 7.5 Sq.km. out of which 3.85sq.km is composed of limestone and 3.65 sq.km is

composed of granitic gneisses. Now in this area no irrigation activity is going on. The main source of ground water

recharge is recharge due to rainfall by direct percolation.

RECHARGE DUE TO RAINFALL (Rrm)

(A) BY GROUNDWATER TABLE FLUCTUATION METHOD:

There are three operating tube wells in the mining lease area. One pieziometer is also there and is used for regular

water level monitoring. Water level monitoring was done during pre and post monsoon, 2014 -2015. Under such

situation, increment in ground water storage in the limestone was determined from monitoring this pieziometer.

Increment in ground water storage in gneisses of the core zone was monitored from few old dug wells. Average

seasonal fluctuation in limestone area has been observed as 4.5 m and in Gneisses it is about 5m.

Recharge due to rainfall is computed by specific yield water table fluctuation method as below: -

Calculations should be done considering 3.85 Sq Km Limestone and rest Gneiss

Rr = A × S.F × Sy ------------------------------- (III)

Where,

Rr = Recharge due to rainfall in the investigated area.

A = Rechargeable area = 7.5 Km2

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19

3.85 Sq. Km. in Limestone

3.65 Sq.km in Gneisses

S.F. = Seasonal fluctuation in water level.

4.5 m. as observed in Limestone area

5m as observed in Gneisses area

Sy = Specific yield = 2% for Limestone aquifer

1.5% for Gneisses aquifer

Therefore,

RrmL = 3.85 × 106

x 4.5 × 0.02

= 0.35 mcm/annum

RrmL ≈ 0.35 mcm/annum (For Limestone)

RrmG = 3.65 × 106

x 5 × 0.015

= 0.27 mcm/annum

RrmG ≈ 0.27mcm/annum (For Gneisses)

Rrm = RrmL + RrmG

= 0.35 + 0.27

Rrm = 0.62 mcm/annum

(B) BY RAINFALL INFILTRATION FACTOR METHOD:

In areas where groundwater level monitoring is not adequate in space & 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 15 to 20% as the rainfall infiltration factor for

limestone areas and 10 to 15% for granitic area having sandy soil with moderate rainfall and well-developed

drainage. An infiltration factor of 20% has been adopted for limestone, which are steely dipping, thick bedded,

jointed, highly fractured while 15% for granitic gneisses which appears to be reasonable while looking to the hydro

geological and geomorphological settings. Although, there is no need to use this theoretical approach in the case

that has been monitored. An attempt can be made to find out if it matches with the ground water recharge

calculated by seasonal fluctuation method.

Rr2mL = area x study year rainfall x R.I. factor

= 3.85 x 106

x 0.557 x 0.2

= 0.43 mcm/annum

≈ 0.43 mcm/annum (For limestone)

Rr2mG = Area x study year rainfall x R.I. factor

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20

= 3.65 x 106

x 0.557 x 0.15

= 0.30 mcm/annum

≈ 0.30mcm/annum (For Gneisses)

Rr2 = 0.43 + 0.30 = 0.73 mcm/annum

COMARISON OF RECHARGE

A. Recharge from water table fluctuation method = 0.62 mcm

B. Recharge from rainfall infiltration method = 0.73 mcm

PD = {(A - B)/B} x 100

= {(0.62 - 0.73)/ 0.73} x 100

= {(- 0.146)/ 0.73} x 100

= - 15%

Since the percentage of deviation (-15%) is greater than 20%, the recharge coefficient obtained from water table

fluctuation method.

RECHARGE FROM RAINFALL = 0.62 MCM

TOTAL DYNAMIC RESERVES

Considering all above recharge components, total dynamic reserves in the investigated area will be:

RTm = 0.62 mcm/annum

PLANT AND COLONY AREA

The plant area & colony area covers 3.442 Sq.km. (3.042 sq. km. plant area + 0.4 sq.km. colony area) now in this

area no irrigation activity is going on. The main source of ground water recharge is recharge due to rainfall by direct

percolation and by water used for horticulture & gardening.

RECHARGE DUE TO RAINFALL (Rrp)

(A) BY GROUNDWATER TABLE FLUCTUATION METHOD

Increment in ground water storage in gneisses of the core zone was monitored from few old dug wells. Average

seasonal fluctuation in Gneisses it is about 5m.

Recharge due to rainfall is computed by specific yield water table fluctuation method as below: -

Rr = A × S.F × Sy ------------------------------- (III)

Where,

Rr = Recharge due to rainfall in the investigated area.

A = Rechargeable area = 3.442 Km2

(gneisses)

S.F. = Seasonal fluctuation in water level.

5m as observed in Gneisses area

Sy = Specific yield = 1.5% for Gneisses aquifer

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21

Therefore,

RrP = 3.442 × 106

x 5 × 0.015

= 0.258 mcm/annum

RrP ≈ 0.258 mcm/annum (For Gneisses)

(C) BY RAINFALL INFILTRATION FACTOR METHOD:

In areas where groundwater level monitoring is not adequate in space & 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 10 to 15% for granitic area having sandy soil with

moderate rainfall and well developed drainage. An infiltration factor 15% for granitic gneisses which appears to be

reasonable while looking to the hydro geological and geomorphological settings. Although, there is no need to use

this theoretical approach in the case that has been monitored. An attempt can be made to find out if it matches

with the ground water recharge calculated by seasonal fluctuation method.

Rr2P = area x study year rainfall x R.I. factor

= 3.442 x 106

x 0.557 x 0.15

= 0.286 mcm/annum

≈ 0.286 mcm/annum (For Gneisses)




PD = {(A - B)/B} x 100

= {(0.258 - 0.286)/ 0.286} x 100

= {(- 0.028)/ 0.286} x 100

= - 9.8%

Since the percentage of deviation (-9.8%) is greater than -20%, the recharge coefficient obtained from water table

fluctuation will be taken.

RECHARGE FROM RAINFALL = 0.258 MCM

TOTAL DYNAMIC RESERVES

Considering all above recharge components, total dynamic reserves in the plant area will be:

RTP = 0.258 mcm/annum

RTP = 0.258 mcm/annum

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22

TOTAL DYNAMIC RESERVES OF MINING LEASE , COLONY AND PLANT AREA

RT = RTm + RTP

= 0.62 + 0.258

RT = 0.878 MCM/ANNUM

GROUND WATER DRAFT

Ground water draft in the area can be estimated by assessing the various components of the following equation:

DT = Di + Dd + Din + Dw + Det + Do---------------------- (B)

DT = Total ground water draft

Di = Ground water draft for irrigation in the area

Dd = Ground water draft for domestic use in the area

Din = Ground water draft for industrial use in the area

Dw = Ground water draft for irrigation & domestic use around the area in the radius of influence.

Det = Ground water draft by way of evapotranspiration.

Do = Ground water draft as out flow from unconfined aquifer.

MINE & PLANT AREA

From equation no. (B)

DT = Di + Dd + Din + Do + Det

In the investigated area, ground water draft will occur only through existing ground water structure, which are

constructed in the mining lease area and being used for the industrial purpose. Evapo transpiration losses are

negligible as water table is deep. So at present there is no other ground water draft in the investigated area.

Hence ground water draft can be computed by reducing the equation (B) to:

DTm = Din

At present, there are three tube wells tapping limestone in mine area and 6 dug cum well tapping gneisses in the

plant area. All these tube wells and open dug wells are providing 500 cum/day for plant and 100 cum/day for mine.

Industry has got ground water withdrawal permission of 3800 KLD from CGWA. Hence total ground water

withdrawal will be

Din = = 3800 x 365

= 1.38mcm/annum

TOTAL GROUND WATER DRAFT OF MINE, COLONY & PLANT AREA (DT)

DT = 1.38 mcm/annum

GROUND WATER RESOURCES (BUFFER ZONE)

The area of Buffer zone (463.80 Sq.km. 10.942 sq.km = 452.858 sq.km.) lies in Jaitaran Tehsil of Pali district. This

buffer zone has alluvium in western part and crystalline metamorphic like granites, granitic gneisses and mica schist

Page 342



23

in eastern part. There is hardly any canal irrigation in the area; almost the entire area of buffer zone is irrigated by

open wells only. 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 2015

from 44 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.

RECHARGE DUE TO RAINFALL (RRB)

(A) BY GROUNDWATER TABLE FLUCTUATION METHOD:

Ground water recharge from rainfall for the year 2005, which was below average rainfall for the area, has been

calculated by measuring the rise of water level in key wells of the 454.03 sq.km area of the buffer zone. The water

levels were recorded in the first week of June 2015 and were measured in the third week of September 2014. 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 0.6m to 0.75m in alluvium and 2.15 to 5.45m in gneisses, limestone 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 0.65m in alluvium and 3.95m in metamorphic rocks. Specific yield value of 10% for

alluvium and 1.5% for gneisses will be taken. Out of total area of buffer zone about 49 sq.km falls under alluvium

and 405.03 sq.km in crystalline metamorphic.

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

= 49 x 0.65 x 0.1

= 3.185 mcm/annum

For Gneisses

= 403.85 x 3.95 x 0.015

= 23.93 mcm/annum.

Rr1 = 3.185 + 23.928

= 27.113 mcm/annum.

(B) BY 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 10 to 15% 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 maximum level

infiltration factor for the area can be taken as 15%.

Rr2 = area x study year rainfall x R.I. factor

= 452.858 x 0.557 x 0.15

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24

= 37.83 mcm/annum




PD = {(A - B)/B} x 100

= {(27.113 37.83)/ 37.83} x 100

= {(-10.717)/ 37.83} x 100

= - 28.34%

Since the percentage of deviation (-28.34%) is less than 20%, the recharge coefficient obtained from infiltration

factor method is multiplied by 0.8.

RECHARGE FROM RAINFALL = 37.83 X 0.8 = 30.26 MCM

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. There are 395 open dug wells operated for irrigation in

alluvial area and 670 in metamorphic.

Alluvium area

5.69 x 0.3 = 1.70 mcm/annum

Gneisses area

3.06 x 0.3 = 0.918 mcm/annum

RIB = 1.70 + 0.918

= 2.61mcm/annum

TOTAL RECHARGE OF BUFFER ZONE (RB)

RB = RB + RB

= 30.26 + 2.61

RB = 32.87 mcm/annum

GROUND WATER DRAFT OF BUFFER ZONE

From equation no. (B)

DTB = DiB + DdB + DinB + DoB + DetB

In the investigated area, ground water draft will occur due to applied irrigation, due to domestic use, due to

industrial use. Evatranspiration losses are negligible as water table is deep. Hence ground water draft can be

computed by reducing the equation (B) to:

DTB = DiB + DdB + DinB

DRAFT DUE TO APPLIED IRRIGATION (DiB)

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25

The ground water draft in the buffer zone takes place mainly by dug well used for irrigation. There are about 395

dug wells tapping alluvium and 670 wells in gneisses and granites in 30 villages of 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 670 wells in granites and gneisses about 610 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:

395 x 120 x 120 = 5.69 mcm/annum

610 x 40 x 120 = 2.93 mcm/annum

60 x 20 x 120 = 0.144 mcm/annum

DiB = 5.69 + 2.93 + 0.144

= 8.76 mcm/annum

DRAFT DUE TO INDUSTRIAL USE (DinB)

Ambuja cement plant at Rabriwas, which lies in the buffer zone, has also been using the ground water for its

industrial purpose. It has been reported that 10 tube wells with a discharge of 320 cum/day are in operation.

Hence, total draft due to industrial uses is

= 10 x 320

= 3200 cum/day

DinB = 1.16 mcm/annum

DRAFT DUE TO DOMESTIC & LIVESTOCK USE (DdB)

In the buffer area, the population is about 72077 Considering 100 liters (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 = 72077 x 0.1 x 365

= 2.63 mcm/annum

Cattle consumption is assumed to be 10% of projected domestic consumption, which comes out to be 0.263

mcm/aanum

TOTAL DRAFT IN THE BUFFER ZONE

DTB = DiB + DinB + DdB

= 8.76 + 1.16 + 2.89

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26

DTB = 12.81 mcm/annum

SURPLUS DYNAMIC RESERVES OF BUFFER ZONE

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 2015. Therefore, surplus reserves (Rw) are

computed as follows: -

RWB = Total Dynamic Reserves - Total ground water draft

RWB = RTB - DTB

RWB = 32.87 12.81

RWB= 20.06 mcm/annum

At the study year rainfall total ground water recharge is 32.87 mcm/annum. Total ground water pumpage is 12.81

mcm, indicating that the area is under safe category and present stage of ground water development is 38% of the

long-term ground water recharge.

GROUND WATER ALLOCATION FOR FUTURE DOMESTIC USE

The net annual ground water availability is to be apportioned between domestic uses, as per the National Water

Policy, Requirement for Domestic water supply is to be accorded priority. The population will be 91480 as per the

projection by 2036 at the growth rate of 11.99%.

Allocation for Domestic water requirement =

= 91480 x 0.1 x 365

= 3.33 mcm/annum

Hence the Future Ground water allocation will be:

= 3.33 2.63

= 0.70 mcm/annum

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27

SUMMARY OF GROUND WATER BALANCE OF SCL RAS

(In MCuM/Year)

A Groundwater recharge in 10 Km radius area

1 Recharge from rainfall 30.26

2 Recharge from other sources

a. Return flow from Surface water applied for

irrigation

Nil

b. Return flow from ground water applied for

irrigation

2.61

Gross recharge 32.87

Net annual ground water availability 32.87

B Groundwater draft

1 Domestic consumption (Projected population by 2015 @

100 lit./day for 365 days)

2.63

2 Cattle consumption (10% of domestic consumption) 0.263

3 Agricultural Requirement

(Based on irrigation area statistics)

8.76

4 Industrial consumption 1.16

Total ground water draft 12.81

C Net annual ground water available

(A-B) 20.06

D Percentage of ground water development 38%

E Category of the area for ground water development Safe

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28

FLOW DIAGRAM OF HYDROLOGIC SYSTEM IN NATURAL CONDITIONS

Surface water out flow

Infiltration

Seepage

Downward Seepage and

Percolation spring flow

Total Draft: 12.81 MCuM/Year

ATMOSPHERE

Land surface

Infiltration.

30.26MCuM/Year

Bodies of surface water

Direct run off

Recharge from other

sources.

2.61MCuM/Year

Natural discharge &

other losses

Nil

Zone of

aeration

Zone of saturation (Net ground water available): 32.87 MCuM/Year

Domestic

consumption 2.63

MCuM/Year

Cattle

consumption

0.263 MCuM/Year

Agriculture

consumption

8.76 MCuM/Year

Industrial

consumption

1.16 MCuM/Year

Surplus ground water available: 20.06 MCuM/Year

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29

AQUIFER PERFORMANCE TEST AND DETERMINATION OF AQUIFER PARAMETERS

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 set of exploratory & observation tubewells.

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 1050min. data collected during the test were subject to analysis by Jacob s method to

calculate hydraulic parameters of aquifer.

In the present area, aquifer performance test were conducted on one set of exploratory & observation tube

wells). The details of aquifer performance test data are given in the following pages:

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 3 stages of 100 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 360 m3/day.

AQUIFER PERFORMACE TEST DATA

EXPLORATORY WELL

(i) Depth of tubewell = 550 M.

(ii) Diameter of tubewell = 12 Inches.

(iii) Static water level = 19.08 M.

(iv) Yield = 15,000 lit/hr

PUMPING DATA OF EXPLORATORY TUBEWELLWELL

S.W. L. :- 19.08 m.

Time since pumping

started (min.)

Water level

(m)

Draw Down

(m)

Time since

pumping

Water Level

(m)

Draw Down

(m)

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30

started

1 25.6 23.3 90 29.35 10.27

2 27.6 25.3 100 29.42 10.34

3 28.41 26.11 150 29.58 10.5

4 28.86 26.56 200 29.60 10.52

5 29.8 27.5 250 29.67 10.59

6 29.91 27.61 300 29.72 10.64

7 30.04 27.74 350 29.75 10.67

8 30.22 27.92 400 29.76 10.68

9 30.3 28 450 29.77 10.69

10 30.38 28.08 500 29.79 10.71

15 30.65 28.35 550 29.79 10.71

20 30.88 28.58 600 29.80 10.72

25 31.07 28.77 700 29.81 10.73

30 31.11 28.81 750 29.82 10.74

35 31.18 28.88 800 29.83 10.75

40 31.2 28.9 900 29.84 10.76

45 31.53 29.23 1000 29.85 10.77

50 31.35 29.05 1050 29.85 10.77

55 31.35 29.05 - - -

60 31.42 29.12 - - -

70 31.48 29.18 - - -

80 31.54 29.24 - - -

RECOVERY DATA

TIME SINCE

PUMPING STOPED

(t)

TIME SINCE

PUMPING STARTED

(t )

(t/t ) RESIDUAL

WATER LEVEL

RESIDUAL

DRAW DOWN

1 1051 1051 26.16 7.08

2 1742 871 22.71 3.63

3 1743 581 22.24 3.16

4 1744 436 21.65 2.57

5 1745 349 20.92 1.84

6 1746 291 20.80 1.72

7 1747 249.57 20.65 1.57

8 1748 218.5 20.37 1.29

9 1749 194.33 20.29 1.21

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31

10 1750 175 20.25 1.17

15 1755 117 20.16 1.08

20 1760 88 20.08 1

25 1765 70.6 20.01 0.93

30 1770 59 19.96 0.88

35 1775 50.71 19.88 0.8

40 1780 44.5 19.71 0.63

45 1785 39.66 19.66 0.58

50 1790 35.8 19.60 0.52

55 1795 32.63 19.54 0.46

60 1800 30 19.49 0.41

65 1805 27.76 19.44 0.36

70 1810 25.85 19.39 0.31

80 1820 22.75 19.26 0.18

90 1830 20.33 19.15 0.07

100 1840 18.4 19.12 0.04

150 1890 12.6 19.11 0.03

200 1940 9.7 19.10 0.02

250 1990 7.96 19.10 0.02

300 2040 6.8 19.09 0.01

400 2140 5.35 19.09 0.01

500 2240 4.48 19.09 0.01

600 2340 3.9 19.08 0

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32

HYDRAULIC PARAMETERS:

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 all the three segments of time

drawdown curve spread over one log cycle.

First Segment

T = 2.3 Q/ 4 s

Where,

T = Transmissivity of aquifer in m2/day

Q= optimum yield at which test was carried out = 360 m3/day

S= drawdown intercept for one log cycle = 5.6 m (Fig.1)

T = (2.3 x 360)/ ( 4 x3.14 x 5.6)

= 11.7 m2/day

Second Segment

T = 2.3 Q/ 4 s

Where,



S= Drawdown intercept for one log cycle = 1.6 m (Fig.1)

T = (2.3 x 360)/ ( 4 x3.14 x 1.6)

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33

= 41.20 m2/day

Third Segment

T = 2.3 Q/ 4 s

Where,



S= residual drawdown intercept for one log cycle = 0.3 m (Fig.1)

T = (2.3 x 360)/ (4 x3.14 x 0.3)

= 219.74 m2/day

Average Transmissivity

= (11.7+41.20+219.74)/3

= 272.64/3 = 90.88 m2/day

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 = 90.88 m2/day

b= saturated thickness of the tested well = 128.62 m ( depth of well water level)

K = 90.88/128.62

= 0.71 m/day

K = 0.71 m/day

Radius of Influence:-

In the investigated area one tubewell is located at a distance of 120m from the pumping well. During the

pumping test it has been observed that there is no drawdown in that well during the pumping. Hence in

absence of any other observation well in near vicinity the radius of influence can be taken as half of the distance

between the wells i.e. 100m at a pumping rate of 360 m3/day.

RADIUS OF INFLUENCE = 100M

Hydraulic Gradient:

As per the water level contour map of the buffer zone hydraulic gradient works out to be 2.8 m/km.

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34

Effect of Mining on groundwater regime:

Observation well of the 120m depth in the area was observed for change in water level and quantity during 17

hrs of pumping. It was observed that continuous withdrawal of water @ 360m3/day caused effect of 10.17m in

the pumping well Further, analysis of data also reveals that there is no effect on natural recharge rate beyond

radius of influence which works out to be 60m with continuous pumping of 17 hrs. However, continuous

pumping for several days may spread the cone of depression beyond 60m. It is also observed that as area falls

under hard rock and groundwater occurs in fractures of the rocks, there is a decrease in tube well discharge in

peak summer season. With the decreased discharge, radius of influence also decreases.

The mining activity, as per the conceptual plan is proposed to be confined to an area of 450 hectares of the

limestone area and will be up to elevation of 252m above m.s.l. the mining pit will be about 123m below the

general land surface and will be ultimately left as water reservoir. This situation will occur atleast after 36 years.

The mining activity, initially being confined to the top of a hill, which lies above the zone of saturation, is not

going to affect the ground water. However, when the main mining pit achieves the elevation of 350 msl, it will

start receiving ground water inflow during the post monsoon period.

IMPACT OF MINING ON GROUND WATER REGIME

The ground water assessment studies carried out for the mining lease area indicates that there is surplus

exploitable ground water potential of 0.658 mcm it is because of adequate ground water recharge from rainfall

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35

and negligible groundwater extraction in the mining lease area measuring 7.5 sq.km. it is therefore clear that

core area is not overexploited as compared to the buffer zone.

It is therefore observed that mining of limestone has not affected the ground water recharge. On the contrary,

there is surplus ground water potential in the lease area as compared to its adjoining buffer zone.

During The hydrogeological investigation it has also been observed that occurrence of ground water is generally

controlled by secondary porosity developed in the metamorphic and due to this metamorphic generally have

very low hydraulic conductivity this also decreases with depth.

Extents of Present Workings as on 31 march 2015

Stages Bench Floor

Level

Net Area

(in Hect) after backfilling

Perimeter

(in Mtr)

Present Pit Pit-1 372 130 (No Back Filling) 8270

Pit-2 408 81(No Back Filling) 7350

YEAR-WISE DEVELOPMENT

No overburden is found in the area as limestone is directly exposed. They are mined separately and dumped in

dump yard. The ramps and haul roads are maintained upto working faces in each block. The year wise

development for the first five years is being given in the table.

Year Pit no. Bottom

Bench

RL

Avera

ge

Top

RL

Average

surface RL

(M)

Water Table

RL (Pre

monsoon)

Water Table

RL (Post

monsoon)

Pit size

(Hect.)

After

backfilled

Direct rainfall

accumulation

(A x rainfall x0.9

(m3)

At the

end of Ist

year

(2015-16)

i.e. as on

31 march

2016

Pit No.1 360 444 375 345 350 150 ha(no

back filling)

600750

Pit No. 2 408 444 375 345 350 90 ha(no

back filling)

360450

At the

end of IInd

year

(2016-17)

i.e. as on

31 march

2017

Pit No.1 360 444 375 345 350 165 ha(no

back filling)

660825

Pit No. 2 396 444 375 345 350 95 ha(no

back filling)

380475

Page 355



36

At the

end of

IIIrd

year

(2017-18)

i.e. as on

31 march

2018

Pit No.1 360 444 375 345 350 170 ha(no

back filling)

680850

Pit No. 2 396 444 375 345 350 100 ha(no

back filling)

400500

At the

end of

IVth

year

(2018-19)

i.e. as on

31 march

2019

Pit No.1 360 444 375 345 350 175 ha(no

back filling)

700875

Pit No. 2 396 444 375 345 350 105 ha(no

back filling)

420525

At the

end of Vth

year

(2019-20)

i.e. as on

31 march

2020

Pit No.1 360 444 375 345 350 178 ha(no

back filling)

712890

Pit No. 2 396 444 375 345 350 110 ha(no

back filling)

440550

Water table will not intersect in first five year

At the end of present mining scheme total excavated area will be 290 hact. Considering 445 as average rainfall

rainwater accumulated in the excavated area works out to be 2.90 x 0.445 x 0.9 = 1.16 mcm.

Details of Excavated / Open Area of Mining Pit

Year of Mining Pit No. Depth of

pit* (in bgl /

mRL)

Max. length

of pit** (in

m)

Max. width

of pit***

(in m)

Net area excavated/ available

during the year - after back filling

(in hectares)

5TH

year (End of 2019-20) Pit No.1 360 2140 1250 178 ha (No Back filling)

Pit No. 2 396 2550 600 110 ha (No Back filling)

15th year Single Pit 300 5000 1500 295 ha Total Excavated (No Back

Filling)

25th year Single Pit 252 5100 1600 439 ha Total Excavated (250 ha

Back Filled area)

Conceptual stage (27th

year) Single Pit 252 5230 1600 450ha Total excavated Area

(Partly Back filled 260 ha & water

Page 356



37

Reservoir 190 ha)

ANTICIPATED LIFE OF MINE

Considering present production capacity of 25.3 MTPA, the life of mine will be approximately 27 years.

CONCEPTUAL MINING PLAN

Ultimate Size of the Pits

The ultimate size of the pits is given below and shown on conceptual plan.

Area Depth Water level

450ha 252 350 MRL

(Partly Back filled 260 ha & water Reservoir 190 ha)

PRESENT STATUS

General Ground Level Water Level

375 MRL Post Monsoon = 350 MRL or 25m bgl

Pre Monsoon = 345 MRL or 30m bgl

Broken up area (Hact) Depth of

mining (MRL)

Rainwater Accumulation

(mcm)

Groundwater seepage (mcm)

Lean Period Monsoon

211 372 pit1

408 Pit2

0.845 Nil Nil

END OF PRESENT MINING PLAN YEAR (2017)





mining (MRL)


(mcm)


Lean Period Monsoon

290 372 1.16 Nil Nil

Water table will intersect after 15 years when mining will reach a depth of 350 MRL.

CONCEPTUAL STAGE

At the conceptual stage mining will attain a depth of 252 MRL ( 123m) from ground level and water level in the

area is 25 to 30 m. hence have possibility of getting ground water seepage. Ground water inflow in the mine is

calculated using Darcy Low:

Q = KIA

Where

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38

Q = inflow of water in Cum/day

K= Hydraulic Conductivity = 0.71 m/day

I= Hydraulic gradient = 2.8/1000

A= Cross sectional area

Depth of Mining = 123m (252 MRL)

Water levels

Post Monsoon period = 25m (350 MRL)

Pre Monsoon Period = 30m (345MRL)

POST MONSOON PERIOD

A= Cross sectional area = 5230 x 101.

Q = 0.71 x 2.8/1000 x 5230 x 98

= 1018 Cum/day --------- (a)

Considering 270 days as the period for Post monsoon season, ground water seepage works out to be

= 1018 x 270 = 274860 Cum/annum (Considering 270days)

PRE MONSOON PERIOD

A= Cross sectional area = 5230 x 93.

Q = 0.71 x 2.8/1000 x 5230 x 93

= 966 Cum/day --------- (b)

Considering 90 days as the period for pre monsoon season, ground water seepage works out to be

= 966 x 90 = 86940 Cum/annum (Considering 90days)

In the Pre-monsoon period expected inflow will be estimated as 966 Cum/day. While during the Post Monsoon

period it will be estimated as 1050 Cum/day.





mining (MRL)


(mcm)


Pre-monsoon Post-Monsoon

450

(Partly Back filled 260

ha & water Reservoir

190 ha)

252 0.760 0.087 0.274

EXPECTED IMPACT ON HYDROGEOLOGICAL REGIME OF AREA

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39

Present status

Recharge Draft Impact

Natural recharge ( Calculated using

seasonal fluctuation, rainfall infiltration

factor)

= 0.79 mcm/annum

2. Artificial recharge due to rainwater

harvesting in and around area by SCL =

1.59 mcm

Total = 0.79 + 1.59

= 2.38 mcm

Industry use, = 1.38

mcm/annum

No water table intersection

Surplus reserve

= 1.0 mcm/annum

Stage of development

= 57%

No negative impact as SCL is doing

rainwater harvesting more than

groundwater extraction. It is also vatted

by CGWA.

First Five Year



factor)

= 0.79 mcm/annum



1.59 mcm

Total = 0.79 + 1.59

= 2.38 mcm

Industry use, = 1.38

mcm/annum

No water table intersection

Surplus reserve

= 1.0 mcm/annum

Stage of development

= 57%

No negative impact as SCL is doing

rainwater harvesting more than

groundwater extraction. It is also

vatted by CGWA.

Conceptual stage



factor)

= 0.79mcm/annum



1.59 mcm

3. Natural recharge due to accumulated

rainwater= 0.076 mcm.

Total = 0.79 + 1.59 + 0.076

= 2.456 mcm

Mine seepage due to water table

intersection

Pre monsoon = 0.087

Post Monsoon

= 0.274 mcm

Total Draft

= 0.361mcm

Surplus reserves

2.456 0.37

= 2.086 mcm

Stage of development = 15%

No negative impact area will remain

in safe zone

RADIUS OF INFLUENCE AROUND THE MINING PIT

The open cast mining generally is carried out below local water table conditions. Under these circumstances

groundwater accumulates in the mine pit. The quantity of the groundwater that can accumulate in the pit

bottom is governed by the aquifer properties and their lateral extent beside proximity of surface water sources

like perennial rives, ponds, reservoirs, tanks, springs etc. in order to win the ore it is therefore essential to

provide dry bottom conditions for the mine related operations. This task is generally achieved by installing

pumps. While dewatering the mine pit the groundwater levels around the pit would gradually decline thereby

creating a cone of depression. The lateral extent of this cone of depression depends on pumping rate, pumping

duration, boundary conditions and aquifer parameters.

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40

The mining operations are invariably are governed by certain environmental laws in order to minimize their

impacts on the natural resources in the vicinity. Groundwater regime around the mining lease is one of such

natural resources, which come under the purview of the environmental law implementation. Under this law the

mining operation should not cause significant decline in the groundwater levels. In order to find lateral extent of

such groundwater lowering around the active open cast mining involving dewatering several scientific methods

can be adopted. Few of the relevant and important methods are describe in the following paragraphs:

METHODOLOGY

(1) Well equation method:

This method is essentially meant for estimating the pumping rate from proposed mine excavation and is based

on standard well- hydraulic theory. However, expression for estimating the influence radius has been derived in

the present case by readjusting the equation derived for estimating the pumping rate. This method is somewhat

complicated by the transient development of the cone of depression caused by pumping and, in practice, the

approach is to compute a range of pumping rates that will sustain the required water table drawdown under

steady state conditions. To do this, the radius of an equivalent well must be used to replace the multiple well

point. The equivalent well is assumed to be a circular area representing the plan-view size of the excavated

mine pit and generating a cone of pumping depression in the groundwater table similar to that produce by well

point system.

In the case of circular mine pit excavation, the radius of the equivalent well (r) is the radius of the

excavated mine pit. in a rectangular or polygonal mine pit excavation, the equivalent radius (rc) is

derived from the equation:

rc = ab/ ------------- (i)

Or

rc = A/ -----------------(ii)

Where

Rc= equivalent radius of an equivalent well (i.e. rc = r) and r is small in comparison to the radius of the cone of

depression (R); a and b are the length and breadth of the excavated rectangular shape mine pit. In case of

polygonal excavation the area (A) of the polygon can be estimated and substituted in equation to estimate the

equivalent radius.

= the ratio of the circumference of a circle to its diameter.

The pumping rate Q required to dewater the mine pit excavation may be estimated by using the gravity flow

equation:

Q = K(h12- h2

2)/In (R/rc) --------------------- (iii)

Where,

Q= pumping rate from mine pit

h1 = saturated thickness of the aquifer before pumping.

h2 = elevation above the base of the aquifer for the steady state condition.

R = Radius of fully developed cone of depression.

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41

r= radius of equivalent well

in case of active mine operations it become essential to estimate the zone of influence R around the mine pit

due to a known pumping rate Q derived from the groundwater. This can be achieved by rewriting the equation

as :

In (R/rc) = K(h12- h2

2)/Q ---------------- (iv)

R = rc Exp{[ K(h12- h2

2)/Q]} ----------------- (v)

Hence, the influence radius due to mine pit dewatering can be estimated using the expression (v). the factor

(h12- h2

2) can be taken as the average depth of mine pit bottom below the local groundwater table. Having

known the pumping rate Q from the mine pit if the entire pit water is derived from the groundwater or that

component of the flow derived from groundwater contribution, hydraulic conductivity of the saturated zone it

is possible to estimate the influence zone.

(2) Hudak s method of capture zone delineation:

The capture zone defines the part if an aquifer that will contribute water to a pumping well over a period of

time ( Hudak,1994). In the present case the well has been replaced by a mine pit from which groundwater has

been pumped as part of the dewatering process. The volume of aquifer, Vc that contributes water to a mine pit

over a period of time t is :

Vc = Q(t)/ne ------------------------- (vi)

Where Q is the discharge rate from the mine pit, and ne is the effective porosity of the aquifer.

The area Ac around the excavated mine pit that contributes water to the mine pit is given by;

Ac = Vc/b ------------------------(vii)

Where b is the saturated thickness of aquifer.

Combining equations (vi) & (vii) yields

Ac = Q(t)/ {ne b} ------------------- (viii)

Thus, the area of the capture zone is inversely proportional to the effective porosity, i.e. Ac 1/ ne

For a homogeneous and isotropic aquifer with an axisymmetric radial flow the radius of the capture zone

around the mine pit can be estimated as;

R = [ A/ ] + rc ------------------ (ix)

Where Ac is the equivalent radius of the excavated portion of the non circular mine pit and rc is equal to the

radius of the excavated mine pit if the pit is circular in shape.

Hence by knowing the pumping rate from the mine pit and effective porosity, equivalent mine pit radius and

saturated thickness the radius of influence zone around the mine pit can be estimated using above relations.

The effective porosity term in the above equation can be replaced by specific yield as the specific yield of an

aquifer represents the void space that will yield water to mine pit is effective in furnishing water supplies, it is

also know as effective porosity (Johnson, 1967). Hence, specific yield is equal to effective porosity (Karanth,

1994).

Research has also suggested that in sediments, the pores are interconnected and the effective pore fraction for

water molecules should be 1.0, and hence effective porosity is equal to porosity because (Fetter.1990)

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42

ne = n (porosity) x 1.0 (effective pore fraction)

it is easy to estimate the insitu specific yield of an aquifer through pumping tests rather than effective porosity

of the aquifer. Therefore using specific yield in the above expressions is justified.

COMPUTATION

1. well equation method

The expression required for estimating the radius of influence zone in this method is written as ;

R = rc Exp{[ K(h12- h2

2)/Q]}

The input parameters for this method from the lease area are;

K the hydraulic conductivity of the aquifer = 0.71 m/day.

h12- h2

2the saturated thickness of aquifer = 93m.

Q the mine pit pumping rate = 1018 Cum/day

rc the radius of equivalent well = 800m

By substituting all the values in the above expression the radius of influence zone will be 977m from centre

of mine pit.

2. Hudak s method of capture zone delineation

The expressions required for estimating the radius of influence zone in this method are written as;

(1) Vc = Q(t)/ne

(2) Ac = Vc/b

(3) R = [ A/ ] + rc

the input parameters for this method from the lease area ;

Q groundwater component of the mine pit discharge rate = 1018Cum/day.

t the time of pumping = 365days

ne the effective porosity at the lease area = 0.02

b the saturated thickness = 93m.

the radius/ equivalent radius of mine pit = 800m

by substituting the above values in the expression (1), (2) & (3) we get the values of;

(1) Vc = Q(t)/ne

Vc = 18578500 Cum.

(2) Ac = Vc/b

Ac = 199768 Sq.m.

(3) R = [ Ac / ] + rc

R = 942 m

Therefore the radius of influence zone estimated by this method is 921m.

Average of two method

1. well equation method = 977m.

2. Hudak s method = 942m

Average = 959 960m

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43

After reviewing the lease area map, it is seen that there is no spring, public well, river or lake in the area of 1KM

from the mining pits indicating that there will not be any influence of pumping water from the mining pits on

any other sources.

IMPACT OF MINING ON WATER QUALITY

With the initiation of mining activity on the top of limestone hill, no impact on the quality of surface and

ground water is expected. Accordingly, the quality of water will also be not affected due to mining activity.

Limestone, hard and crystalline in nature does not contribute any constituents to surface and ground water

that may cause increase in salinity. Generally, in an arid area, any major quantitative changes in groundwater

withdrawal also produce qualitative changes in the ground water. Here as the area is not over exploited, there

is no possibility of any changes in the water quality.

*****

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44

CHAPTER-4

ARTIFICIAL GROUND WATER RECHARGE

NEED FOR ARTIFICAL GROUND RECHARGE

Based on the assessment of long term ground water recharge of mining lease and plant area, which amounts to

0.72 mcm/annum, the total requirement of 3800 KLD will go upto 1.04 mcm/annum. This requirement can be

meet out from both mine and plant area but by doing this status of ground water become 114% resulting to

overexploitation. As over exploitation of ground water resources can not be allowed, it is necessary that ground

water storage of the area must be augmented by rainwater harvesting so that the ultimate ground water

development become less than 70% of the ground water recharge.

NATURE OF PROBLEM

Rainfall is only source of water in the area; rainfall & evapotranspiration are two major factors controlling the

quantum of rainwater available for recharge. The investigated area receives rainfall for just 20 days a year. Thus

not only the total rainfall but also its availability is confined to few days 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 and it never reaches the water level. This

water is ultimately lost due to potential evapotranspiration. The rates of potential evapo - tranpiration (PET) is

very high in the area. On an average, annual PET is higher than the rainfall in the area. 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 mining lease area is composed of crystalline, thick bedded, steeply

dipping limestone and is most favourably constituted for artificial ground water recharge through check dams,

bunds etc. This will help in augmenting the groundwater storage around the tube wells and open wells so that

they can sustain in summer also.

Design of Roof Top Rainwater and Surface Runoff Harvesting System

Rainfall intensity calculation

This is the most important parameter of rainfall, which is required for design of various structures. In

engineering design, it is uneconomical to design structures to cope with extreme events. A designer takes a

calculated risk and designs a structure that will accommodate the largest rainstorm that can be expected during

a particular interval.

The central soil & water conservation research & training institute, DehraDun have developed empirical

relationship to calculate rainfall intensity for different agro climatic regions. Which is described as under: -

I = KTa/ (t + b)

n

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45

Where,

I = Rainfall intensity in mm/hr.

T = Recurrence interval in years = 10 years

t= Rainfall duration in hours

K= Constant = 6.219

a = Constant = 0.1026

b = Constant = 0.5

n = Constant = 1.1172

The parameter, t (duration, hr.) the time of concentration of an area, can be computed using the following

equations:

t= 0.01947 Kc0.77

Where,

Kc = √(L3/H)

t= time of concentration

L = Maximum length of travel in meters = 540m.

H = Difference in elevation between most remote point and outlet in meters

Highest level of surface runoff area = 390 m.

Lowest level of surface runoff area = 384 m.

Difference of level (H) = 6 m.

Length of flow = 540 m.

Time of concentration (t) = 0.01947 [(L3/H)

1/2]

0.77

= 0.01947 [(5403/6)

1/2]

0.77

= 13.98min = 0.2331 Hours

Rainfall intensity for the investigated area

I = KTa/ (t + b)

n

= 6.219 (10)0.1026

/(0.2331 +0.5)1.1172

= 11.14 cm/hr

= 111.4 mm/hr.

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

Surface Runoff of Rainwater

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46

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 7 to 15m in post monsoon 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 force 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 soil of Ras area can be taken as 20%. Runoff coefficient for limestone hills, that has no soil

cover and very scanty vegetation can be taken as 50%. Similarly for cemented area it has been taken as 70% and

for lawn and other green area it can be taken as 35%.

Average runoff coefficient taken for the area is as under:

1. Average runoff coefficient for rooftop = 85%

2. Average runoff coefficient for cemented area = 70%

3. Average runoff coefficient for Lawn = 35%

4. Average runoff coefficient for open land (alluvium) = 20%

5. Average runoff coefficient for limestone hills = 50%

Following methods shall carry out the rainwater harvesting

1. Roof top rainwater harvesting by recharge tube wells.

2. Surface rainwater runoff available from roads, cemented area and open land inside the industry shall

be used for recharging through existing dugcum bore wells/ dry tube wells.

3. Surface runoff of rainwater available from the hills of mine area shall be recharged to underground

water bearing aquifer by constricting recharge pond, injection wells.

4. Surface runoff available from the nala entering in the colony through existing openwells/injection wells

with Check bund in nala bed.

1. Rainfall Recharge in the Proposed Industrial Unit:-

The total area under plant & colony area is 3.442 Sq.km (3.042 Sq.km Plant + 0.4 Sq.km Colony) and

mine area is 7.5 Sq.km.

PLANT AREA

A. Roof top rainwater Runoff:

The area has many buildings with V-shaped and flat roof. To collect rainwater, gutters are attached at the end

of roof and these gutters are connected to rainwater drains. The total Rooftop rainwater shall be diverted to

the recharge tube wells through drains and injected into aquifer after passing through the filter pit.

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47

Total Roof top area = 33149 Sq.m.

Average Yearly Rainfall = 445 mm

Average Rooftop Rainwater Available:

= A x Rf x AvRc

Where,

A = Area of Roof.

Rf = Rainfall = 445m.m. (Average)

AvRc = Average runoff coefficient = 85%

= 33149 x 0.445 x 0.85 = 12539 Cum. -------------- (i)

B. Blacked Topped roads & cemented area:

The Plant area has approach roads from entry gate to different buildings. These roads will be 8m, 6m wide.

The project area also has parking area & other cemented portion. Slop of these cemented area and roads

are maintained in such a way that the available runoff should move towards the proposed open drains and

this water shall be taken to the recharge tube wells. Total roads and cemented area has been calculated as

under.

Area under road and cemented portion

= 966851 Sq.m.

Taking 70% as runoff coefficient for both roads and cemented area, the availability of water has been estimated

as under:

966851 x 0.445 x 0.7 = 301174 Cum. -------------- (ii)

C. Open land:-

Total open area considered for rainwater harvesting is 2023450 Sq.m. To collect maximum amount of

rainwater it has been proposed that the slop of the open land should be kept towards the drains and water so

collected should be injected in the dry openwell/ borewells.

Area of open land = 2023450 Sq.m.

Taking 20% as runoff coefficient for open land, the availability of water has been estimated as under:

2023450 x 0.445 x 0.20 = 180087 Cum. -------------- (iii)

Similarly, there is about 18550 sq.m. of area is under lawn. Taking 35% as runoff coefficient for this green area,

the availability of water has been estimated as under

18550 x 0.445 x 0.35 = 2889 Cum. ------------ (iv)

To accommodate rainwater runoff available in the plant area total 11 no of rainwater harvesting structures ( 8

open wells and 3 BW) and one rainwater harvesting pit of 147000 Cum capacity near plant gate has been

constructed.

COLONY AREA

A. Roof top rainwater Runoff:

Page 367



48

The area has many buildings with V-shaped and flat roof. To collect rainwater, gutters are attached at the end

of roof and these gutters are connected to rainwater drains. The total Rooftop rainwater shall be diverted to

the recharge tube wells through drains and injected into aquifer after passing through the filter pit.

Total Roof top area = 51000 Sq.m.

Average Yearly Rainfall = 445 mm

Average Rooftop Rainwater Available:

= A x Rf x AvRc

Where,

A = Area of Roof.

Rf = Rainfall = 445m.m. (Average)

AvRc = Average runoff coefficient = 85%

= 51000 x 0.445 x 0.85 = 19291 Cum. -------------- (v)

B. Blacked Topped roads & cemented area:

The colony area has approach roads from entry gate to different buildings. These roads will be 8m, 6m

wide. The project area also has parking area & other cemented portion. Slop of these cemented area and

roads are maintained in such a way that the available runoff should move towards the proposed open

drains and this water shall be taken to the recharge tube wells. Total roads and cemented area has been

calculated as under.

Area under road and cemented portion

= 200000 Sq.m.

Taking 70% as runoff coefficient for both roads and cemented area, the availability of water has been estimated

as under:

200000 x 0.445 x 0.7 = 62300 Cum. -------------- (vi)

C. Open land:-

Total open area considered for rainwater harvesting is 149000 Sq.m. To collect maximum amount of rainwater

it has been proposed that the slop of the open land should be kept towards the drains and water so collected

should be injected in the dry openwell/ borewells.

Area of open land = 149000 Sq.m.

Taking 20% as runoff coefficient for open land, the availability of water has been estimated as under:

149000 x 0.445 x 0.20 = 13261 Cum. -------------- (vii)

To accommodate rainwater runoff available in the colony area 5 injection wells with desilting and filter pit and

one harvesting pit of 40000 Cum capacity has been constructed.

D. Nala Originating from Eastern side of Industrial Unit:-

From the eastern side of industrial unit, three seasonal nala originates. These nalas enters in the newly

acquired area from eastern & southeastern side (Refer Plat-1). This land is the part of pond located outside the

Khera gate of industry. Similarly rainwater from 5400N to 3000N of Mining lease area is also flows towards the

same pond total catchment area works out to be 4857938 Sq.m . Hence a huge quantity of rainwater

Page 368



49

accumulates near the boundary, which is located in the pond. This accumulated rainwater is being used for

recharging by diverting it through large diameter pipes to large diameter open wells constructed in the

industrial boundary. Taking 30% as the runoff coefficient average runoff available has been calculated as

under:

Catchment area = 2480000 + 2377938 = 4857938 Sq.m.

Runoff coefficient = 30%

Available runoff = 4857938 x 0.445 x 0.3

= 648534Cum.

Expected recharge = 648534 x 0.7

= 453974 cum/annum ----------- (v)

Boundary wall of the industry is situated in the pond hence act as a retaining wall. Rainwater thus accumulated

has been diverting to large diameter open wells ( 4 No.) through pipes. To control inflow of rainwater in the

wells these pipes are provided with the control valves.

E. Nalas Originating From Eastern & South-Eastern Side of Colony area

Two nalas originating from nearby areas flow in different directions in the Colony area. Total catchment area of

these nalas has been calculated. It works out to be 4200000 Sq.m. Taking 35% as the runoff coefficient for

gently sloping barren land average runoff available has been calculated as under:

Catchment area = 4200000 Sq.m.


= 4200000 x 0.445 x 0.35

Available Runoff = 654150 Cum/ annum

Expected recharge = 654150 x 0.8

= 523320 cum/annum --------------- (vi)

As this runoff water is available in a seasonal nala. to get maximum amount of water for recharge two anicut

with 1m height and 4m length at different location has been Constructed.

Total Recharge available in Plant area

= (i) + (ii) + (iii) + (iv) + (v) + (vi)

= 12539 + 301174 + 180087 + 2889 + 19291+ 62300 + 13261 + 453974 + 523320

= 1568835 Cum/annum.------------- (A)

2. Mine Area

Mining lease area has a topographic difference of about 100m between lower and upper most portion. The min.

RL is 370m and max. RL is 470m. as the formations are steeply deeping, most of the rainwater flows through the

slopes. Most of the rainwater thus available as runoff is available in two recharge reservoirs through diversion

channels. Total water holding capacity is about 650000 cum & 40000 Cum beside that two injection wells also

constructed in these ponds. Considering 4 to 5 storms per season, this reservoir can hold a huge quantity of

water.

Taking 50% as the Average runoff coefficient runoff available has been calculated as under:

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50

Between 8000N to 5400N

Catchment area = 2326197 Sq.m.


= 2326197 x 0.445 x 0.5

= 517579Cum.

Rainwater available at the foot of hill will be chanalised by drains and then diverted towards the recharge

reservoir of 40000 .

Expected recharge in mine area = 517579 x 0.70

= 362305 Cum/annum--------------- (B)

Anicut No -1, Near Village Bhimgarh

Anicut No 2:- Near Village Jawangarh

Anicut No 3 Near Village: Bagatpura

Anicut No 4 Near Village : Bher Ji Ki Dhani

Anicut No 5 Near Village : Khera

Anicut No 6 Near Village: Kanyakheri

Anicut No 7 Near Village: Nimbeti

TOTAL RAINWATER AVAILABLE IN THE STUDY AREA

= (A) + (B)

= 1568835 + 362305

= 1931140 Cum.

AQUIFER SYSTEM WITHIN 1 KM RADIUS AND ITS MANAGEMENT FOR RECHARGING

As per the hydrogeological study and hydrogeomorhic map of the area, following aquifer system occurs in 1 km

radius of the area.

1. Alluvial Aquifer

2. Hard rock Aquifer

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51

The alluvial aquifer occurs only near the river trace & rest of the area occupied by hard rock aquifer, the alluvial

aquifer is most suitable for ground water recharge. In this area construction of bunds, subsurface dykes are

most suitable measure, beside that if possible constructor of recharge pond may also be feasible.

In hard rocks, like granites gneisses & mica schist ground water occurs in upper weathered zone & deep seated

fracture zone. In these rocks occurrence of deep seated fracture zones is very rare. Hence in this area for ground

water recharge, recharge ponds, open wells are most suitable structures.

As described in chapter 4, industry is already doing artificial recharge in nearby areas by means of construction,

rejuvenation of village ponds, check bunds & connecting open wells with the available rainwater runoff.

****

Page 371

Year Month Date Hour Temperature (°C) Relative Humidity (%) Wind Speed (m/s) Wind Direction (°)

15 3 1 1 16.9 46.3 3.2 225

15 3 1 2 16.3 47.4 2.3 230

15 3 1 3 16.0 48.1 0.5 315

15 3 1 4 15.3 50.6 0.0 360

15 3 1 5 15.9 50.5 0.3 360

15 3 1 6 16.9 49.7 2.5 270.3

15 3 1 7 16.5 47.3 4.3 220.4

15 3 1 8 16.3 45.8 3.2 312.5

15 3 1 9 17.2 43.2 0.7 230.1

15 3 1 10 17.3 42.7 3.2 225

15 3 1 11 19.2 42.1 1.6 45

15 3 1 12 21.6 41.5 0.9 337.5

15 3 1 13 24.8 41.1 1.2 215.4

15 3 1 14 25.3 40.6 0.0 90

15 3 1 15 26.0 40.2 2.6 45

15 3 1 16 25.5 39.5 0.8 315

15 3 1 17 23.2 40.3 1.3 312.5

15 3 1 18 21.6 40.6 3.1 225

15 3 1 19 20.4 43.4 0.0 270

15 3 1 20 19.8 44.5 0.2 225

15 3 1 21 19.2 45.6 0.5 90

15 3 1 22 17.1 46.3 0.0 130

15 3 1 23 17.0 48.4 2.3 220

15 3 1 24 16.9 48.9 0.3 157.5

15 3 2 1 16.2 49.2 0.0 157.5

15 3 2 2 16.4 49.7 0.2 225

15 3 2 3 15.3 50.2 0.0 247.5

15 3 2 4 15.2 50.6 0.5 218.3

15 3 2 5 16.9 52.4 0.0 360

15 3 2 6 17.6 54.6 0.9 220.5

15 3 2 7 17.3 53.1 1.3 225.3

15 3 2 8 18.6 56.7 0.3 225

15 3 2 9 18.3 55.3 0.1 270

15 3 2 10 19.4 53.8 0.6 215

15 3 2 11 20.5 50.6 0.5 182.3

15 3 2 12 20.7 48.6 0.1 360

15 3 2 13 21.6 30.6 0.3 230.1

15 3 2 14 22.4 33.8 3.2 225.4

15 3 2 15 23.8 29.1 0.5 90

15 3 2 16 24.0 29.4 6.2 225

15 3 2 17 23.1 30.6 2.6 230

15 3 2 18 22.6 39.5 1.3 272.3

15 3 2 19 22.1 38.1 2.8 280

15 3 2 20 19.5 40.6 0.0 22.5

15 3 2 21 18.3 41.8 0.2 157.5

15 3 2 22 17.6 42.6 0.6 157.5

15 3 2 23 16.6 50.6 0.0 156.2

15 3 2 24 16.3 52.9 0.0 157.5

15 3 3 1 15.4 60.9 1.6 270

15 3 3 2 14.6 70.6 0.0 135

15 3 3 3 14.5 73.6 2.4 46

15 3 3 4 14.3 84.2 1.5 48

15 3 3 5 14.1 80.6 1.3 45

15 3 3 6 13.9 69.6 1.9 45


15 3 3 7 14.4 60.6 0.0 337.5

15 3 3 8 14.9 52.3 0.0 157.5

15 3 3 9 15.6 50.7 0.0 135

15 3 3 10 16.7 49.6 2.3 230.1

15 3 3 11 18.4 40.2 0.1 135

15 3 3 12 20.8 39.4 0.0 67.5

15 3 3 13 23.5 38.6 0.0 45

15 3 3 14 26.7 32.1 1.6 225

15 3 3 15 27.1 33.6 0.3 315

15 3 3 16 25.3 30.6 0.0 80.2

15 3 3 17 24.6 27.6 0.0 75

15 3 3 18 24.2 29.6 2.7 225

15 3 3 19 22.0 33.8 3.2 230

15 3 3 20 21.3 36.9 1.9 312.5

15 3 3 21 20.3 40.9 0.0 157.5

15 3 3 22 19.6 52.9 0.0 292.5

15 3 3 23 19.4 59.1 1.3 315

15 3 3 24 18.2 60.9 0.0 157.5

15 3 4 1 16.2 66.3 1.6 270

15 3 4 2 15.3 69.2 1.8 225

15 3 4 3 15.2 70.6 2.3 215

15 3 4 4 14.6 72.6 0.0 178.4

15 3 4 5 14.3 76.6 0.0 45

15 3 4 6 14.0 69.1 0.0 112.5

15 3 4 7 15.6 53.6 3.2 275

15 3 4 8 16.9 40.3 0.0 157.5

15 3 4 9 17.2 39.2 1.2 265.1

15 3 4 10 19.3 29.4 0.0 157.5

15 3 4 11 20.2 30.6 1.5 225

15 3 4 12 22.6 25.9 3.2 220

15 3 4 13 24.9 20.6 2.6 215

15 3 4 14 26.4 18.6 0.0 312.5

15 3 4 15 28.3 17.9 0.8 67.5

15 3 4 16 27.7 17.2 0.0 315

15 3 4 17 26.4 26.1 0.3 360

15 3 4 18 25.3 25.7 1.0 225

15 3 4 19 22.7 35.9 0.0 337.5

15 3 4 20 21.5 40.9 1.5 218

15 3 4 21 17.9 49.2 1.6 225

15 3 4 22 16.3 50.6 2.1 225

15 3 4 23 15.2 55.6 0.0 135

15 3 4 24 15.3 56.9 2.3 230.1

15 3 5 1 15.4 60.7 2.6 270

15 3 5 2 14.6 66.5 0.0 337.5

15 3 5 3 14.2 70.6 0.7 157.5

15 3 5 4 13.6 79.2 0.2 157.5

15 3 5 5 12.2 60.9 0.5 157.5

15 3 5 6 13.6 50.9 3.3 225.7

15 3 5 7 14.6 45.6 0.0 360

15 3 5 8 16.2 40.9 0.1 135

15 3 5 9 17.2 38.74 0.2 182.3

15 3 5 10 18.6 33.9 0.0 157.5

15 3 5 11 19.3 30.6 0.7 67.5

15 3 5 12 22.3 29.7 2.3 220


15 3 5 13 23.6 28.1 1.5 225

15 3 5 14 23.4 22.7 0.6 292.5

15 3 5 15 24.9 25.9 0.7 247.5

15 3 5 16 26.4 23.4 0.6 292.5

15 3 5 17 28.1 20.7 1.5 230

15 3 5 18 26.2 26.9 1.4 215.7

15 3 5 19 25.1 29.1 2.3 315

15 3 5 20 24.2 33.5 1.1 225

15 3 5 21 23.9 39.7 1.3 230.4

15 3 5 22 22.1 43.8 0.7 45

15 3 5 23 21.0 40.6 2.3 90

15 3 5 24 20.9 49.1 1.9 225

15 3 6 1 19.6 50.3 3.3 220.3

15 3 6 2 17.3 60.3 2.7 225.7

15 3 6 3 16.4 63.69 0.0 337.5

15 3 6 4 15.6 78.6 0.0 247.5

15 3 6 5 14.7 75 0.0 247.5

15 3 6 6 15.3 60.9 0.0 315

15 3 6 7 16.5 59.5 0.0 315

15 3 6 8 18.9 50.6 0.0 50

15 3 6 9 19.0 43..6 2.3 45

15 3 6 10 22.1 33.8 0.0 360

15 3 6 11 22.6 30.9 0.0 360

15 3 6 12 24.6 29.4 0.5 45

15 3 6 13 28.3 28.6 2.6 225

15 3 6 14 30.1 26.2 2.5 270.5

15 3 6 15 30.5 25.6 3.2 230

15 3 6 16 29.4 22.6 0.3 215.3

15 3 6 17 24.3 23.4 2.1 225

15 3 6 18 24.0 35.9 0.9 215

15 3 6 19 21.3 40.9 1.3 225

15 3 6 20 20.9 46.6 2.4 225

15 3 6 21 19.3 50.1 0.5 46

15 3 6 22 18.4 59.9 0.8 45

15 3 6 23 17.6 63.5 1.2 220.1

15 3 6 24 16.2 69.5 0.0 360

15 3 7 1 16.9 50.3 0.0 135

15 3 7 2 16.5 60.3 0.0 135

15 3 7 3 16.1 63.69 0.0 157.5

15 3 7 4 16.0 68.1 0.0 157.5

15 3 7 5 15.4 59.1 1.2 271

15 3 7 6 15.2 60.9 0.0 360

15 3 7 7 17.6 59.5 0.0 360

15 3 7 8 18.3 50.6 0.0 172.5

15 3 7 9 18.9 43..6 3.2 275

15 3 7 10 22.6 33.8 0.0 90

15 3 7 11 23.1 30.9 0.0 45

15 3 7 12 24.3 29.4 0.0 157.5

15 3 7 13 28.3 28.6 0.6 175.4

15 3 7 14 30.6 26.2 1.6 215

15 3 7 15 27.4 25.6 4.2 225

15 3 7 16 27.3 22.6 0.6 45

15 3 7 17 26.2 19.2 1.3 219.2

15 3 7 18 25.8 35.9 3.2 225.3


15 3 7 19 25.3 40.9 0.3 45

15 3 7 20 24.7 46.6 0.7 45

15 3 7 21 24.3 50.1 5.0 225

15 3 7 22 23.2 59.9 0.2 270

15 3 7 23 20.3 63.5 0.3 270

15 3 7 24 19.6 69.5 0.0 312.5

15 3 8 1 18.3 63.4 2.0 215

15 3 8 2 17.6 66.2 2.3 225

15 3 8 3 17.8 59.2 0.5 35

15 3 8 4 17.1 57.2 3.6 272.3

15 3 8 5 16.0 55.1 2.5 230.1

15 3 8 6 16.9 53.6 0.0 80

15 3 8 7 17.6 48.2 1.6 225

15 3 8 8 17.2 43.2 0.0 247.5

15 3 8 9 18.6 39.1 3.6 226.4

15 3 8 10 19.2 33.2 1.8 225

15 3 8 11 20.6 29.2 1.6 45

15 3 8 12 23.9 28.8 0.9 45

15 3 8 13 26.2 30.9 1.2 225

15 3 8 14 30.3 33.7 0.0 112.5

15 3 8 15 29.4 20.6 2.6 219.4

15 3 8 16 29.1 19.8 3.2 225

15 3 8 17 27.6 17.6 2.8 230.1

15 3 8 18 26.1 29.6 3.1 275

15 3 8 19 25.9 37.6 0.0 67.5

15 3 8 20 24.6 39.1 0.0 45

15 3 8 21 23.1 43.9 0.5 270

15 3 8 22 22.1 47.1 1.6 45

15 3 8 23 21.9 44.6 2.3 225

15 3 8 24 20.3 39.4 1.3 230

15 3 9 1 19.6 33.6 2.6 270

15 3 9 2 18.7 39.7 1.2 157.5

15 3 9 3 17.1 40.9 1.6 157.5

15 3 9 4 17.6 41.6 0.5 45

15 3 9 5 16.2 40.9 0.8 292.5

15 3 9 6 17.4 38.6 3.2 225

15 3 9 7 18.6 39.1 1.3 219.2

15 3 9 8 19.2 33.6 1.2 247.5

15 3 9 9 20.6 30.6 2.3 270

15 3 9 10 21.3 29.4 0.8 112.5

15 3 9 11 22.7 28.1 0.5 157.5

15 3 9 12 23.6 22.6 0.2 270

15 3 9 13 27.3 20.6 6.2 225

15 3 9 14 29.8 19.4 1.2 218

15 3 9 15 29.2 18.6 0.5 247.5

15 3 9 16 27.4 15.5 1.8 225

15 3 9 17 25.0 13.8 1.5 225

15 3 9 18 20.4 12.8 1.3 230

15 3 9 19 19.5 16.5 0.2 247.5

15 3 9 20 18.6 20.9 1.3 45

15 3 9 21 18.3 23.9 1.5 45

15 3 9 22 18.2 28.7 0.6 230.2

15 3 9 23 17.3 30.9 0.0 247.5

15 3 9 24 16.7 39.4 1.5 270

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15 3 10 1 16.4 32.8 1.2 45

15 3 10 2 16.2 31.6 2.1 292.5

15 3 10 3 15.6 39.2 3.2 270

15 3 10 4 15.3 40.6 1.2 360

15 3 10 5 13.8 48.9 2.1 45

15 3 10 6 14.6 40.6 0.0 360

15 3 10 7 15.7 39.8 0.0 337.5

15 3 10 8 16.9 32.1 2.1 247.5

15 3 10 9 18.2 29.5 1.3 270

15 3 10 10 19.4 25.6 1.8 235

15 3 10 11 21.5 23.1 1.5 45

15 3 10 12 23.7 22.9 0.0 360

15 3 10 13 28.1 29.2 1.3 270.3

15 3 10 14 30.3 26.3 0.6 185.2

15 3 10 15 28.4 24.1 2.1 272

15 3 10 16 27.6 20.9 0.0 292.5

15 3 10 17 25.6 22.9 1.5 179.6

15 3 10 18 26.2 23.7 1.8 225

15 3 10 19 23.1 33.9 0.9 45

15 3 10 20 22.9 39.1 0.2 360

15 3 10 21 21.0 40.9 1.3 22.5

15 3 10 22 20.0 43.5 0.0 360

15 3 10 23 19.6 44.6 0.0 360

15 3 10 24 18.4 46.1 2.1 337.5

15 3 11 1 17.3 49.5 1.2 292.5

15 3 11 2 16.4 46.2 1.8 225

15 3 11 3 15.3 44.9 2.3 230

15 3 11 4 14.2 50.1 3.2 247.5

15 3 11 5 13.2 49.5 1.5 45

15 3 11 6 14.6 40.9 0.0 337.5

15 3 11 7 15.6 39.5 1.6 225

15 3 11 8 16.8 32.6 1.2 312.5

15 3 11 9 19.6 30.9 1.2 270

15 3 11 10 20.4 29.1 0.0 90

15 3 11 11 23.6 23.1 0.9 230.3

15 3 11 12 24.3 20.9 0.9 216.4

15 3 11 13 25.6 19.5 0.8 220.1

15 3 11 14 26.1 17.6 1.5 292.5

15 3 11 15 27.3 15.9 0.8 215

15 3 11 16 28.1 19 0.3 360

15 3 11 17 30.2 23.8 0.3 45

15 3 11 18 29.1 29.4 1.5 230

15 3 11 19 27.6 33.6 0.0 360

15 3 11 20 26.4 39.1 2.9 230

15 3 11 21 23.5 43.8 1.2 90

15 3 11 22 21.4 49.1 1.9 67.5

15 3 11 23 20.6 45.6 1.2 312.5

15 3 11 24 20.3 49.2 0.5 45

15 3 12 1 19.7 49.2 2.6 225

15 3 12 2 17.9 50.3 1.3 157.5

15 3 12 3 17.4 51.9 0.7 270

15 3 12 4 17.2 52.9 1.9 225

15 3 12 5 17.0 48.1 0.5 45

15 3 12 6 18.6 46.2 3.3 45


15 3 12 7 19.0 40.7 1.3 312.5

15 3 12 8 19.9 32.9 3.2 247.5

15 3 12 9 20.4 30.9 2.9 247.5

15 3 12 10 21.3 29.7 0.0 186.4

15 3 12 11 23.5 26.2 1.6 224.5

15 3 12 12 26.8 26.7 0.5 175.3

15 3 12 13 30.4 29.4 1.5 112.5

15 3 12 14 34.1 30.6 1.6 112.5

15 3 12 15 32.5 27.6 0.0 360

15 3 12 16 31.2 26.8 1.3 260

15 3 12 17 30.4 25.1 1.5 270

15 3 12 18 29.5 29.7 1.4 245.2

15 3 12 19 24.9 33.7 2.0 45

15 3 12 20 21.0 36.9 1.1 225

15 3 12 21 20.6 39.1 1.3 360

15 3 12 22 18.4 42.6 0.3 22.5

15 3 12 23 18.4 45.9 0.4 90

15 3 12 24 18.0 50.9 0.2 230

15 3 13 1 19.5 69.2 3.3 225

15 3 13 2 18.6 70.9 3.2 230

15 3 13 3 18.4 88.6 1.2 80

15 3 13 4 18.1 92.7 0.0 65

15 3 13 5 18.0 85.1 1.5 270

15 3 13 6 18.2 80.6 0.6 226.1

15 3 13 7 20.6 78.6 1.5 223.9

15 3 13 8 21.3 76.4 2.4 220.5

15 3 13 9 22.6 73.1 1.6 270

15 3 13 10 23.5 70.6 2.1 185

15 3 13 11 25.6 69.2 1.2 135

15 3 13 12 26.5 68.4 0.5 135

15 3 13 13 27.1 60.9 2.6 230

15 3 13 14 30.8 50.6 0.0 360

15 3 13 15 34.5 49.5 0.6 216

15 3 13 16 28.4 40.6 0.5 210

15 3 13 17 26.1 35.6 2.1 225

15 3 13 18 25.6 33.2 0.9 232

15 3 13 19 23.2 46.1 1.6 270

15 3 13 20 20.9 48.9 0.7 223.1

15 3 13 21 19.6 50.6 0.5 67.5

15 3 13 22 19.4 63.1 0.8 67.5

15 3 13 23 19.3 69.2 1.2 225

15 3 13 24 19.1 73.2 1.6 247.5

15 3 14 1 18.6 79.2 0.3 270

15 3 14 2 18.2 80.1 1.6 225

15 3 14 3 17.4 86.3 2.1 225

15 3 14 4 17.2 90.4 1.6 225

15 3 14 5 17.1 79.1 0.4 270

15 3 14 6 18.5 73.1 0.5 270

15 3 14 7 20.6 70 4.0 45

15 3 14 8 21.4 68.6 2.1 45

15 3 14 9 23.6 65.1 1.2 45

15 3 14 10 23.4 60.9 1.9 225

15 3 14 11 24.6 59.3 2.5 230

15 3 14 12 29.3 56.2 1.2 218


15 3 14 13 26.1 53.4 0.6 215

15 3 14 14 27.6 52..6 1.2 225

15 3 14 15 27.3 54.9 1.4 90

15 3 14 16 28.4 52.1 0.6 135

15 3 14 17 28.3 51.9 1.3 67.5

15 3 14 18 26.1 59.1 1.0 225

15 3 14 19 23.2 64.2 0.3 45

15 3 14 20 22.1 68.1 0.7 22.5

15 3 14 21 20.3 72.6 5.0 225

15 3 14 22 19.5 76.1 2.3 45

15 3 14 23 19.0 77.9 3.1 48

15 3 14 24 18.9 80.2 0.0 42

15 3 15 1 18.0 81.6 0.6 48

15 3 15 2 17.9 83.2 0.9 312

15 3 15 3 17.6 84.9 0.7 318

15 3 15 4 16.0 85.7 2.3 315

15 3 15 5 16.9 80 1.2 270

15 3 15 6 17.5 76.2 1.3 230

15 3 15 7 18.3 65.1 1.5 225

15 3 15 8 19.4 50.6 2.3 225

15 3 15 9 20.6 49.5 0.0 337.5

15 3 15 10 20.6 41.1 0.0 360

15 3 15 11 21.4 39.2 1.2 45

15 3 15 12 24.5 35.4 1.6 50

15 3 15 13 27.3 33.2 0.9 225

15 3 15 14 30.4 30.9 1.2 90

15 3 15 15 28.9 28.7 2.3 45

15 3 15 16 27.5 26.4 1.9 45

15 3 15 17 27.2 20.4 2.1 360

15 3 15 18 25.0 29 0.6 360

15 3 15 19 24.3 49.7 0.0 360

15 3 15 20 22.5 53.7 0.5 360

15 3 15 21 21.3 59.1 1.2 45

15 3 15 22 20.7 63.7 2.5 90

15 3 15 23 20.4 69.2 2.5 225

15 3 15 24 20.1 76.9 2.9 225

15 3 16 1 19.6 81.6 3.2 43

15 3 16 2 19.2 83.2 1.2 157.5

15 3 16 3 18.8 84.9 0.7 157.5

15 3 16 4 18.6 87.2 3.3 45

15 3 16 5 17.9 80 3.2 270

15 3 16 6 18.2 76.2 0.0 360

15 3 16 7 19.5 65.1 1.3 45

15 3 16 8 20.1 50.6 0.0 337.5

15 3 16 9 20.6 49.5 1.6 270

15 3 16 10 21.3 41.1 0.5 337.5

15 3 16 11 23.6 39.2 1.0 22.5

15 3 16 12 25.4 35.4 0.7 270

15 3 16 13 28.5 33.2 0.0 185

15 3 16 14 30.3 30.9 2.3 178

15 3 16 15 31.5 28.7 1.4 182

15 3 16 16 30.4 26.4 1.3 225

15 3 16 17 28.0 21.8 1.6 220

15 3 16 18 27.6 29 3.3 360


15 3 16 19 25.3 49.7 0.0 176.5

15 3 16 20 25.1 53.7 1.2 45

15 3 16 21 24.7 59.1 0.8 22.5

15 3 16 22 23.4 63.7 0.7 360

15 3 16 23 21.5 69.2 1.6 45

15 3 16 24 20.2 76.9 1.3 225

15 3 17 1 19.6 69.2 0.9 225

15 3 17 2 19.1 63.1 3.0 45

15 3 17 3 18.9 59.8 0.7 225

15 3 17 4 18.6 50.7 2.5 225

15 3 17 5 18.2 49.3 1.2 225

15 3 17 6 18.0 47.1 1.6 225

15 3 17 7 18.6 44.2 2.5 315

15 3 17 8 19.2 40.8 1.3 310

15 3 17 9 20.6 38.1 1.6 312

15 3 17 10 21.6 36.7 1.5 45

15 3 17 11 23.6 33 3.2 310

15 3 17 12 28.2 29.8 2.7 270

15 3 17 13 30.4 28.1 1.2 270

15 3 17 14 29.7 28.9 2.9 270

15 3 17 15 27.6 26.1 1.5 315

15 3 17 16 25.1 25.1 1.2 45

15 3 17 17 26.0 22.9 1.0 48

15 3 17 18 23.0 21.9 0.9 43

15 3 17 19 22.1 31.7 0.8 45

15 3 17 20 20.6 29.6 0.4 45

15 3 17 21 19.8 30.9 1.5 186.2

15 3 17 22 19.4 37.9 2.5 360

15 3 17 23 18.3 40.9 1.2 270

15 3 17 24 18.1 49.8 1.6 270

15 3 18 1 17.8 55.9 1.3 270

15 3 18 2 17.6 59.1 1.5 275

15 3 18 3 17.1 60.3 2.3 260

15 3 18 4 16.8 68.4 1.5 360

15 3 18 5 16.4 69.1 1.3 247.5

15 3 18 6 16.9 73.9 1.6 315

15 3 18 7 18.9 79.1 3.2 310

15 3 18 8 20.6 69.2 1.5 275

15 3 18 9 21.6 63.4 0.9 270

15 3 18 10 23.9 33.9 1.5 250

15 3 18 11 24.8 29.4 1.3 270

15 3 18 12 26.5 20.8 1.6 320

15 3 18 13 28.0 19.2 2.3 333

15 3 18 14 32.3 17.6 0.4 360

15 3 18 15 28.6 15.9 1.2 270

15 3 18 16 29.4 12.7 1.1 265

15 3 18 17 28.1 10.9 0.8 320.2

15 3 18 18 28.3 19.5 0.7 230

15 3 18 19 27.0 20.9 1.2 187.2

15 3 18 20 26.1 29.8 2.3 270

15 3 18 21 25.6 39.7 2.5 265

15 3 18 22 25.1 40.9 3.1 315

15 3 18 23 24.7 43.9 0.6 315

15 3 18 24 24.2 46.8 1.3 270

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15 3 19 1 23.8 48.1 1.9 360

15 3 19 2 23.5 53.1 0.0 337.5

15 3 19 3 22.9 56.9 4.5 225

15 3 19 4 22.3 59.1 3.6 225

15 3 19 5 22.1 55.1 0.7 45

15 3 19 6 21.8 50.9 1.6 45

15 3 19 7 21.6 40.9 1.9 45

15 3 19 8 21.3 38.1 2.1 48

15 3 19 9 21.2 36.2 0.7 50

15 3 19 10 24.3 30.9 2.5 270

15 3 19 11 26.7 25.6 2.0 265

15 3 19 12 28.4 22 2.1 268

15 3 19 13 32.6 19.7 1.9 270

15 3 19 14 36.4 15.2 1.5 315

15 3 19 15 38.5 13.9 1.1 315

15 3 19 16 38.3 12.7 2.3 174.2

15 3 19 17 35.4 10.9 0.0 270

15 3 19 18 32.6 16.9 0.0 45

15 3 19 19 31.8 19.7 0.4 90

15 3 19 20 30.6 23.6 1.2 221.2

15 3 19 21 29.5 29.7 1.6 225.6

15 3 19 22 28.4 33.9 1.5 270

15 3 19 23 27.2 36.7 1.3 315

15 3 19 24 26.5 39.1 2.1 45

15 3 20 1 26.1 42.4 0.8 270

15 3 20 2 25.8 49.1 0.9 312.5

15 3 20 3 25.3 52.8 1.3 225

15 3 20 4 25.1 61.9 0.0 45.6

15 3 20 5 24.8 50.9 0.0 337.5

15 3 20 6 24.3 49.8 1.6 225

15 3 20 7 24.9 43.7 0.0 42.3

15 3 20 8 25.2 39.7 2.3 225

15 3 20 9 26.4 35.1 0.0 43.2

15 3 20 10 28.5 33.9 2.8 225

15 3 20 11 29.6 36.1 0.0 112.5

15 3 20 12 32.3 29.7 2.1 90

15 3 20 13 36.7 23.4 0.3 67.5

15 3 20 14 39.5 20.9 1.6 90

15 3 20 15 38.4 18.6 0.0 67.5

15 3 20 16 33.6 15.9 0.6 90

15 3 20 17 34.0 11.9 0.5 90

15 3 20 18 32.0 16.9 0.6 360

15 3 20 19 30.0 19.7 0.6 67.5

15 3 20 20 29.4 23.8 0.7 270.5

15 3 20 21 28.7 26.7 3.3 90

15 3 20 22 27.6 39.4 0.0 67.5

15 3 20 23 27.3 43.9 0.0 270

15 3 20 24 26.7 40.6 3.1 360

15 3 21 1 26.4 48.7 0.7 360

15 3 21 2 26.1 50.9 0.8 270

15 3 21 3 25.9 51.9 0.0 247.5

15 3 21 4 25.7 52.7 0.0 247.5

15 3 21 5 24.8 53.9 1.2 45

15 3 21 6 24.9 55.9 1.5 225


15 3 21 7 26.3 49.7 0.0 270

15 3 21 8 28.1 45.1 0.2 270

15 3 21 9 30.2 43.9 1.3 292.5

15 3 21 10 32.5 39.7 0.0 360

15 3 21 11 35.6 35.8 0.0 67.5

15 3 21 12 36.4 30.9 1.0 45

15 3 21 13 37.2 29.1 1.5 230

15 3 21 14 38.2 32.5 0.6 185

15 3 21 15 37.4 22.9 2.4 173

15 3 21 16 37.9 18.9 1.6 225.5

15 3 21 17 37.3 15.9 3.1 156

15 3 21 18 36.4 12.1 1.3 230.1

15 3 21 19 35.7 20.9 2.3 231

15 3 21 20 34.1 33.4 1.5 220.1

15 3 21 21 33.2 29.7 0.0 360

15 3 21 22 32.7 25.9 1.5 270

15 3 21 23 32.1 32.9 0.9 270

15 3 21 24 31.5 40.6 0.6 125.8

15 3 22 1 30.4 48.7 1.3 45

15 3 22 2 29.7 50.9 2.7 48

15 3 22 3 29.4 51.9 1.2 46

15 3 22 4 28.6 52.7 1.3 48

15 3 22 5 26.3 53.9 0.0 337.5

15 3 22 6 27.0 62.2 2.3 225

15 3 22 7 28.5 49.7 1.1 247.5

15 3 22 8 28.9 45.1 0.0 337.5

15 3 22 9 27.4 43.9 0.9 270

15 3 22 10 29.6 39.7 1.5 315

15 3 22 11 29.2 35.8 3.3 22.5

15 3 22 12 30.6 30.9 1.4 135

15 3 22 13 31.4 29.1 0.8 210.5

15 3 22 14 34.6 32.5 0.6 337.5

15 3 22 15 36.9 22.9 2.2 127.5

15 3 22 16 35.9 18.9 0.0 135

15 3 22 17 36.1 15.9 1.6 225

15 3 22 18 35.9 12.1 0.6 360

15 3 22 19 31.2 20.9 1.5 225

15 3 22 20 30.6 33.4 1.6 230

15 3 22 21 30.4 29.7 1.2 112.5

15 3 22 22 29.6 25.9 0.6 157.5

15 3 22 23 29.4 32.9 0.8 270

15 3 22 24 28.5 40.6 0.6 225

15 3 23 1 27.3 41.9 1.3 312.5

15 3 23 2 27.1 42.6 1.2 270

15 3 23 3 26.6 43.8 1.8 225

15 3 23 4 26.3 46.7 0.6 270

15 3 23 5 25.7 47.9 1.2 230

15 3 23 6 25.2 43.0 2.3 218

15 3 23 7 26.4 39.7 0.9 225

15 3 23 8 26.7 35.6 1.3 231

15 3 23 9 27.1 30.2 2.5 230

15 3 23 10 30.2 29.6 1.9 225

15 3 23 11 31.6 22.7 1.3 221

15 3 23 12 32.0 19.8 0.8 67.5


15 3 23 13 33.4 18.9 2.7 112.5

15 3 23 14 34.6 15.0 1.5 45

15 3 23 15 35.1 12.9 1.4 360

15 3 23 16 36.2 10.6 2.4 316.2

15 3 23 17 35.6 9.2 1.5 45

15 3 23 18 34.1 15.9 2.0 320.7

15 3 23 19 32.4 20.9 1.0 112.5

15 3 23 20 31.6 36.7 1.1 67.5

15 3 23 21 30.1 46.9 0.6 112.5

15 3 23 22 29.5 47.3 1.3 112.5

15 3 23 23 28.4 40.9 1.3 157.5

15 3 23 24 27.3 39.4 0.5 247.5

15 3 24 1 26.5 41.9 1.2 312.5

15 3 24 2 26.2 42.6 1.7 247.5

15 3 24 3 25.4 43.8 1.6 219

15 3 24 4 24.3 46.7 2.3 225

15 3 24 5 24.1 47.9 2.8 215

15 3 24 6 24.6 43.0 1.5 218

15 3 24 7 25.7 39.7 1.7 270

15 3 24 8 26.4 35.6 1.1 225

15 3 24 9 27.5 30.2 0.0 43.2

15 3 24 10 28.9 29.6 3.2 270

15 3 24 11 30.6 22.7 0.7 90

15 3 24 12 33.5 19.8 0.6 22.5

15 3 24 13 35.6 18.9 2.4 112.5

15 3 24 14 38.4 15.0 1.7 225

15 3 24 15 37.8 12.9 2.8 360

15 3 24 16 36.3 10.6 1.3 45

15 3 24 17 35.2 8.4 2.3 50

15 3 24 18 34.7 15.9 1.5 52

15 3 24 19 32.4 20.9 1.9 45

15 3 24 20 31.6 36.7 1.3 90

15 3 24 21 30.5 46.9 1.8 45

15 3 24 22 29.3 47.3 1.5 48

15 3 24 23 26.0 40.9 2.3 225

15 3 24 24 25.6 39.4 3.2 45

15 3 25 1 23.6 32.9 1.2 292.5

15 3 25 2 23.9 33.7 0.7 135

15 3 25 3 23.7 35.9 1.5 45

15 3 25 4 23.6 36.7 0.5 49

15 3 25 5 23.4 35.1 0.9 45

15 3 25 6 23.6 30.9 1.2 45

15 3 25 7 26.1 29.7 0.0 53.1

15 3 25 8 27.8 25.9 1.3 270

15 3 25 9 28.1 26.4 1.5 268

15 3 25 10 29.0 22.1 2.1 225

15 3 25 11 30.6 20.9 1.0 22.5

15 3 25 12 31.3 16.8 1.3 225

15 3 25 13 32.4 19.1 1.2 292.5

15 3 25 14 33.6 15.2 0.7 247.5

15 3 25 15 35.6 13.4 3.2 270

15 3 25 16 37.1 12.7 3.3 292.5

15 3 25 17 33.2 11.9 0.5 22.5

15 3 25 18 32.1 15.9 1.5 315


15 3 25 19 30.6 19.7 2.3 22.5

15 3 25 20 29.5 20.9 0.8 67.5

15 3 25 21 28.4 26.7 1.5 90

15 3 25 22 27.6 29.1 1.8 46

15 3 25 23 26.1 30.7 1.3 48

15 3 25 24 25.3 33.7 3.2 225

15 3 26 1 25.0 34.6 2.1 220

15 3 26 2 24.6 36.7 1.8 215

15 3 26 3 24.4 38.1 1.3 225

15 3 26 4 24.0 45.2 2.1 225

15 3 26 5 23.9 48.9 1.6 228

15 3 26 6 24.6 36.2 1.5 45

15 3 26 7 26.1 33.7 0.7 337.5

15 3 26 8 27.3 30.9 1.4 312.5

15 3 26 9 28.9 26.8 1.9 157.5

15 3 26 10 30.2 20.9 1.8 157.5

15 3 26 11 32.6 19.4 2.5 135

15 3 26 12 34.5 18.2 1.1 56.2

15 3 26 13 36.8 15.6 1.2 90

15 3 26 14 39.3 14.3 1.4 292.5

15 3 26 15 38.6 13.8 1.2 90

15 3 26 16 38.1 12.0 1.6 247.5

15 3 26 17 37.0 16.9 2.5 45

15 3 26 18 36.0 15.7 0.8 45

15 3 26 19 33.2 19.0 1.6 50

15 3 26 20 30.1 22.9 1.2 337.5

15 3 26 21 29.4 29.0 0.8 112.5

15 3 26 22 28.3 33.7 1.5 90

15 3 26 23 27.6 39.9 1.5 112.5

15 3 26 24 26.4 43.7 0.7 312.5

15 3 27 1 26.1 40.9 1.3 45

15 3 27 2 25.9 39.2 1.5 247.5

15 3 27 3 26.2 36.1 0.4 225

15 3 27 4 25.6 33.8 3.2 312.5

15 3 27 5 25.4 29.1 4.6 270

15 3 27 6 24.6 22.4 5.2 270

15 3 27 7 25.9 19.3 0.5 90

15 3 27 8 26.1 15.1 1.2 112.5

15 3 27 9 27.3 14.9 1.8 135

15 3 27 10 28.9 19.2 0.8 135

15 3 27 11 30.6 16.9 2.6 112.5

15 3 27 12 32.6 20.9 1.9 112.5

15 3 27 13 35.5 22.0 0.6 225

15 3 27 14 38.9 18.6 2.4 157.5

15 3 27 15 39.3 16.3 2.6 225

15 3 27 16 37.4 12.6 1.7 45

15 3 27 17 37.0 17.9 1.1 45

15 3 27 18 35.1 20.3 1.1 45

15 3 27 19 34.0 29.1 1.4 90

15 3 27 20 30.9 30.7 0.8 90

15 3 27 21 29.1 33.9 1.5 215

15 3 27 22 28.3 36.7 2.3 230

15 3 27 23 27.1 33.2 2.5 220

15 3 27 24 26.5 30.9 0.0 215

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15 3 28 1 25.0 39.7 1.3 315

15 3 28 2 24.6 40.9 0.6 225

15 3 28 3 24.3 43.1 0.7 225

15 3 28 4 24.0 44.9 0.4 112.5

15 3 28 5 23.5 40.9 0.0 292.5

15 3 28 6 25.6 37.1 2.6 270

15 3 28 7 26.9 36.1 1.3 135

15 3 28 8 28.1 29.9 1.5 157.5

15 3 28 9 29.3 28.1 0.7 45

15 3 28 10 30.1 20.9 1.0 337.5

15 3 28 11 32.9 19.7 0.7 67.5

15 3 28 12 34.6 18.1 1.3 270

15 3 28 13 35.6 15.6 0.7 45

15 3 28 14 36.9 13.7 1.8 45

15 3 28 15 37.8 12.9 2.5 270

15 3 28 16 37.6 8.4 1.0 45

15 3 28 17 36.4 15.9 0.9 270

15 3 28 18 35.1 16.7 0.6 270

15 3 28 19 30.2 19.0 0.7 360

15 3 28 20 28.0 26.6 1.4 22.5

15 3 28 21 27.6 27.0 1.9 22.5

15 3 28 22 26.1 33.8 1.2 270

15 3 28 23 25.3 36.0 1.9 265

15 3 28 24 25.9 39.7 0.5 270

15 3 29 1 25.1 35.6 0.6 45

15 3 29 2 24.6 33.2 0.9 45

15 3 29 3 25.1 29.1 2.4 45

15 3 29 4 26.2 23.8 0.0 292.5

15 3 29 5 26.6 22.8 1.2 312.5

15 3 29 6 26.4 20.9 0.0 182.3

15 3 29 7 26.9 19.7 0.0 292.5

15 3 29 8 28.6 20.9 0.0 337.5

15 3 29 9 29.3 21.6 3.9 225

15 3 29 10 30.4 20.9 0.0 45

15 3 29 11 32.6 18.4 1.3 337.5

15 3 29 12 31.3 15.6 1.2 90

15 3 29 13 33.5 14.6 1.5 45

15 3 29 14 36.8 12.9 1.3 112.5

15 3 29 15 38.4 11.9 1.4 135

15 3 29 16 35.1 9.2 2.1 247.5

15 3 29 17 34.6 16.9 1.7 22.5

15 3 29 18 33.2 19.0 0.0 67.5

15 3 29 19 32.1 20.9 3.3 67.5

15 3 29 20 29.4 17.6 1.5 230

15 3 29 21 26.3 21.1 1.6 270

15 3 29 22 25.1 22.6 2.5 265

15 3 29 23 24.9 20.7 2.3 250

15 3 29 24 24.6 21.9 1.6 271

15 3 30 1 24.0 28.8 1.2 275

15 3 30 2 23.7 29.1 1.3 270

15 3 30 3 23.4 31.9 1.6 265

15 3 30 4 23.1 32.2 2.8 270

15 3 30 5 23.4 30.6 2.5 270

15 3 30 6 23.6 30.6 2.9 225


15 3 30 7 25.2 29.7 1.9 225

15 3 30 8 25.9 25.7 2.1 230

15 3 30 9 26.4 21.1 1.5 225

15 3 30 10 28.3 19.7 0.6 230

15 3 30 11 30.2 17.6 1.6 218

15 3 30 12 31.6 15.2 1.6 90

15 3 30 13 32.6 13.0 0.6 67.5

15 3 30 14 36.4 10.8 0.3 157.5

15 3 30 15 34.2 9.7 1.3 90

15 3 30 16 33.5 8.0 1.6 225

15 3 30 17 32.8 13.4 1.5 230

15 3 30 18 31.2 16.6 1.4 90

15 3 30 19 30.4 19.9 1.3 22.5

15 3 30 20 29.3 27.6 0.0 22.5

15 3 30 21 28.1 26.4 0.0 90

15 3 30 22 27.4 23.8 2.3 50

15 3 30 23 27.2 29.8 1.5 157.5

15 3 30 24 26.5 30.3 2.3 45

15 3 31 1 26.3 28.8 1.5 360

15 3 31 2 26.1 29.1 1.9 270

15 3 31 3 25.8 31.9 0.8 270

15 3 31 4 25.4 32.2 2.1 312.5

15 3 31 5 24.6 39.4 3.0 310.5

15 3 31 6 24.3 30.6 2.8 270

15 3 31 7 25.6 29.7 0.6 270

15 3 31 8 25.9 25.7 1.2 270

15 3 31 9 26.4 21.1 4.1 315

15 3 31 10 28.6 19.7 1.5 360

15 3 31 11 30.6 17.6 0.7 135

15 3 31 12 31.2 15.2 1.8 135

15 3 31 13 34.5 13.0 3.6 90

15 3 31 14 37.1 10.8 3.6 67.5

15 3 31 15 36.4 9.7 3.4 315

15 3 31 16 35.3 8.0 1.5 270

15 3 31 17 33.0 13.4 2.1 315

15 3 31 18 30.3 16.6 1.4 40.5

15 3 31 19 28.6 19.9 0.6 337.5

15 3 31 20 27.6 27.6 0.0 315

15 3 31 21 26.3 26.4 0.4 337.5

15 3 31 22 25.8 23.8 3.2 45

15 3 31 23 25.4 29.8 1.5 135

15 3 31 24 24.7 30.3 2.1 337.5

15 4 1 1 21.4 33.1 2.3 157.5

15 4 1 2 21.6 34.9 2.1 337.5

15 4 1 3 22.3 38.4 1.9 270

15 4 1 4 21.6 39.1 0.7 312.5

15 4 1 5 20.3 36.6 0.6 312.5

15 4 1 6 21.3 32.8 0.6 270

15 4 1 7 22.3 30.9 1.5 360

15 4 1 8 23.4 28.7 2.3 22.5

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15 4 1 12 30.1 20.9 1.3 90


15 4 1 13 31.6 17.6 1.4 135

15 4 1 14 32.6 12.7 1.7 135

15 4 1 15 35.6 10.9 3.6 53.2

15 4 1 16 36.1 8.2 1.7 42.3

15 4 1 17 35.1 9.9 0.5 67.5

15 4 1 18 34.3 16.5 1.7 22.5

15 4 1 19 33.2 19.7 2.1 360

15 4 1 20 32.1 20.6 2.3 275

15 4 1 21 30.3 26.3 0.9 67.5

15 4 1 22 29.1 29.1 3.3 270

15 4 1 23 28.4 30.7 2.1 225

15 4 1 24 26.5 32.9 0.6 223.4

15 4 2 1 25.1 38.7 3.2 270

15 4 2 2 24.3 35.1 1.5 157.5

15 4 2 3 23.1 34.6 0.5 157.5

15 4 2 4 22.3 40.1 1.5 67.5

15 4 2 5 22.6 35.6 1.2 315

15 4 2 6 23.0 32.7 1.3 315

15 4 2 7 24.6 29.0 1.3 270

15 4 2 8 25.6 21.0 3.2 265

15 4 2 9 26.1 30.9 1.6 225

15 4 2 10 27.8 31.6 3.2 45

15 4 2 11 29.0 30.9 0.7 157.5

15 4 2 12 30.6 29.1 2.7 112.5

15 4 2 13 34.5 30.9 2.0 45

15 4 2 14 38.2 19.7 1.4 48

15 4 2 15 36.7 15.6 2.3 231

15 4 2 16 36.3 19.9 0.8 43

15 4 2 17 36.0 26.6 2.6 90

15 4 2 18 35.0 26.1 1.6 292.5

15 4 2 19 34.9 30.7 1.2 22.5

15 4 2 20 33.1 33.9 2.1 225

15 4 2 21 26.1 35.1 0.7 337.5

15 4 2 22 25.3 36.7 1.5 90

15 4 2 23 26.6 39.1 0.0 337.5

15 4 2 24 26.1 28.6 1.2 270

15 4 3 1 28.6 20.9 1.3 270

15 4 3 2 28.1 21.1 0.3 157.5

15 4 3 3 28.6 23.3 0.0 135

15 4 3 4 27.6 20.9 1.2 292.5

15 4 3 5 27.9 18.8 0.0 22.5

15 4 3 6 27.6 19.7 1.7 315

15 4 3 7 28.0 18.8 2.3 45.3

15 4 3 8 29.1 15.3 2.3 225

15 4 3 9 29.4 14.6 1.2 270

15 4 3 10 30.6 13.7 1.3 90

15 4 3 11 31.6 15.3 1.5 48.2

15 4 3 12 32.8 14.1 2.3 45.9

15 4 3 13 35.9 19.7 2.1 225

15 4 3 14 39.4 16.0 1.9 220.3

15 4 3 15 40.2 15.5 1.3 360

15 4 3 16 36.3 13.0 1.9 360

15 4 3 17 33.2 12.7 1.0 360

15 4 3 18 30.3 16.9 0.7 360


15 4 3 19 28.9 19.7 0.0 360

15 4 3 20 27.6 20.9 0.4 45

15 4 3 21 26.8 19.2 1.3 218.4

15 4 3 22 24.3 17.6 3.2 225

15 4 3 23 23.1 19.9 0.0 157.5

15 4 3 24 22.1 16.6 1.2 312.5

15 4 4 1 21.3 25.6 1.2 292.5

15 4 4 2 23.6 33.4 2.1 292.5

15 4 4 3 22.1 40.6 2.1 247.5

15 4 4 4 22.7 45.9 2.6 157.5

15 4 4 5 22.4 52.4 1.5 292.5

15 4 4 6 23.1 48.8 1.3 272

15 4 4 7 24.6 42.2 0.0 337.5

15 4 4 8 25.9 37.7 1.3 270

15 4 4 9 26.1 29.1 2.1 225

15 4 4 10 27.8 28.1 1.5 275

15 4 4 11 28.3 26.4 0.0 360

15 4 4 12 32.4 25.3 0.0 292.5

15 4 4 13 35.5 27.1 2.5 268

15 4 4 14 38.9 30.9 3.6 274

15 4 4 15 39.8 28.6 3.1 270

15 4 4 16 37.5 24.6 2.5 272

15 4 4 17 34.3 23.8 1.6 276

15 4 4 18 31.2 43.9 0.0 360

15 4 4 19 29.4 44.8 0.0 337.5

15 4 4 20 26.5 42.1 0.0 45

15 4 4 21 25.1 40.6 3.7 270

15 4 4 22 24.6 39.1 0.6 312.5

15 4 4 23 23.6 38.9 1.1 312.5

15 4 4 24 23.4 37.4 0.7 292.5

15 4 5 1 24.6 36.1 1.3 225

15 4 5 2 24.3 40.8 1.2 312.5

15 4 5 3 24.9 43.6 0.0 45

15 4 5 4 23.6 48.7 0.0 157.5

15 4 5 5 23.8 52.2 1.3 312.5

15 4 5 6 24.6 39.4 0.6 247.5

15 4 5 7 25.6 42.1 0.5 270

15 4 5 8 26.1 32.8 0.0 45

15 4 5 9 27.3 33.6 0.7 270

15 4 5 10 27.6 35.1 0.0 292.5

15 4 5 11 30.2 37.9 0.5 312.5

15 4 5 12 33.4 38.1 1.2 312.5

15 4 5 13 36.3 31.0 1.1 157.5

15 4 5 14 38.9 25.1 0.3 312.5

15 4 5 15 40.2 23.2 1.6 67.5

15 4 5 16 37.3 15.6 1.3 67.5

15 4 5 17 35.7 26.6 2.5 220.3

15 4 5 18 33.2 29.7 1.6 315

15 4 5 19 31.8 30.2 0.0 337.5

15 4 5 20 30.3 42.9 0.0 337.5

15 4 5 21 25.0 40.6 0.5 135

15 4 5 22 24.6 39.1 1.3 157.5

15 4 5 23 25.6 35.1 0.7 292.5

15 4 5 24 26.1 33.0 1.5 315

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15 4 6 1 25.1 39.4 0.7 270

15 4 6 2 25.9 60.9 1.3 312.5

15 4 6 3 25.1 59.7 1.5 157.5

15 4 6 4 25.6 70.6 2.1 360

15 4 6 5 24.3 65.1 0.5 315

15 4 6 6 25.6 62.0 1.6 270

15 4 6 7 26.9 52.1 4.2 225

15 4 6 8 27.3 34.9 1.1 292.5

15 4 6 9 28.1 35.1 0.7 247.5

15 4 6 10 29.6 39.1 0.6 312.5

15 4 6 11 30.3 38.6 0.6 135

15 4 6 12 34.5 39.0 2.4 225

15 4 6 13 37.9 33.1 1.4 135

15 4 6 14 40.7 29.7 0.6 67.5

15 4 6 15 39.6 26.4 2.4 112.5

15 4 6 16 36.5 22.7 2.3 157.5

15 4 6 17 34.3 25.9 1.6 270

15 4 6 18 30.6 30.9 0.9 112.5

15 4 6 19 29.2 33.0 2.3 270

15 4 6 20 28.1 39.9 1.3 265

15 4 6 21 27.6 43.7 1.9 270

15 4 6 22 25.6 40.9 2.1 270

15 4 6 23 24.6 38.2 2.3 90

15 4 6 24 24.9 37.9 0.0 135

15 4 7 1 25.3 33.0 0.0 67.5

15 4 7 2 23.6 30.6 1.3 270

15 4 7 3 22.1 39.4 1.2 225

15 4 7 4 23.6 42.9 0.0 45

15 4 7 5 23.5 49.1 0.7 270

15 4 7 6 24.6 56.2 0.0 157.5

15 4 7 7 25.6 52.1 1.2 157.5

15 4 7 8 26.3 49.6 1.5 315

15 4 7 9 26.4 39.7 3.6 225

15 4 7 10 28.9 31.9 1.9 225

15 4 7 11 29.3 33.5 0.0 67.5

15 4 7 12 32.4 34.8 1.6 226

15 4 7 13 34.5 37.9 1.2 135

15 4 7 14 38.2 30.9 0.4 157.5

15 4 7 15 40.3 29.7 1.4 312.5

15 4 7 16 37.5 23.4 1.1 360

15 4 7 17 35.4 21.0 1.3 90

15 4 7 18 33.2 28.1 2.3 112.5

15 4 7 19 31.2 32.9 0.0 270

15 4 7 20 28.4 36.7 0.0 135

15 4 7 21 26.6 40.9 0.4 112.5

15 4 7 22 25.4 43.1 3.2 215

15 4 7 23 25.6 49.6 0.7 90

15 4 7 24 24.6 48.6 1.2 157.5

15 4 8 1 24.5 33.0 2.3 67.5

15 4 8 2 24.3 30.6 1.6 225

15 4 8 3 24.9 39.4 1.3 57.3

15 4 8 4 23.1 42.9 2.6 45

15 4 8 5 23.6 54.7 2.8 45

15 4 8 6 24.9 49.2 2.1 45


15 4 8 7 25.6 52.1 2.1 45

15 4 8 8 26.1 49.6 0.4 292.5

15 4 8 9 27.2 39.7 0.7 22.5

15 4 8 10 28.6 31.9 1.5 360

15 4 8 11 29.1 33.5 2.1 135

15 4 8 12 32.5 34.8 0.7 270

15 4 8 13 34.8 37.9 1.8 312.5

15 4 8 14 38.5 30.9 1.7 270

15 4 8 15 39.7 29.7 2.5 225

15 4 8 16 37.4 23.4 2.7 315

15 4 8 17 33.5 21.0 1.8 315

15 4 8 18 30.2 28.1 1.1 270

15 4 8 19 28.9 32.9 0.0 67.5

15 4 8 20 27.2 36.7 0.0 90

15 4 8 21 25.6 40.9 0.7 135

15 4 8 22 24.3 43.1 1.9 270

15 4 8 23 26.3 49.6 2.8 270

15 4 8 24 25.6 48.6 1.2 292.5

15 4 9 1 24.3 39.1 1.5 230

15 4 9 2 23.1 37.5 2.3 225

15 4 9 3 23.0 36.8 3.2 215

15 4 9 4 22.8 45.9 1.2 220

15 4 9 5 22.5 33.2 2.3 230

15 4 9 6 22.3 39.4 1.6 225

15 4 9 7 24.6 40.6 1.6 270

15 4 9 8 26.4 41.8 2.5 270

15 4 9 9 27.2 42.7 1.3 225

15 4 9 10 28.5 40.2 0.0 112.5

15 4 9 11 29.4 33.2 0.0 270

15 4 9 12 30.2 30.9 0.8 247.5

15 4 9 13 32.5 26.4 0.6 270

15 4 9 14 35.3 22.1 3.5 43.5

15 4 9 15 35.1 19.7 0.0 337.5

15 4 9 16 34.8 14.6 2.1 315

15 4 9 17 34.6 12.9 1.4 360

15 4 9 18 33.2 20.0 2.1 360

15 4 9 19 30.6 26.6 0.0 22.5

15 4 9 20 29.1 31.9 1.2 135

15 4 9 21 27.6 33.7 0.0 292.5

15 4 9 22 26.0 39.1 0.0 45

15 4 9 23 25.6 40.9 1.2 312.5

15 4 9 24 25.1 43.3 1.6 270

15 4 10 1 24.0 39.1 1.8 312.5

15 4 10 2 23.6 37.5 1.2 157.5

15 4 10 3 22.1 36.8 0.0 157.5

15 4 10 4 22.6 44.1 0.0 90

15 4 10 5 21.3 33.2 1.3 67.5

15 4 10 6 22.6 39.4 1.5 157.5

15 4 10 7 23.4 40.6 0.6 90

15 4 10 8 24.9 41.8 0.0 22.5

15 4 10 9 25.1 42.7 1.6 292.5

15 4 10 10 26.8 40.2 0.0 135

15 4 10 11 28.9 33.2 0.0 157.5

15 4 10 12 30.6 30.9 1.7 90


15 4 10 13 31.6 26.4 1.6 45

15 4 10 14 35.3 22.1 1.1 270

15 4 10 15 37.8 19.7 1.5 185

15 4 10 16 37.2 14.6 1.0 187.3

15 4 10 17 36.1 12.9 2.0 270.2

15 4 10 18 34.6 20.0 0.8 270

15 4 10 19 30.6 26.6 2.2 45.1

15 4 10 20 29.5 31.9 2.2 90

15 4 10 21 28.1 33.7 3.2 225

15 4 10 22 27.6 39.1 1.7 230

15 4 10 23 26.1 40.9 1.5 238

15 4 10 24 25.2 43.3 0.7 230

15 4 11 1 23.6 46.1 2.1 225

15 4 11 2 24.0 48.3 0.7 230

15 4 11 3 23.6 49.1 0.6 225

15 4 11 4 23.2 50.6 2.3 270

15 4 11 5 22.6 53.3 0.0 43.2

15 4 11 6 24.6 50.9 1.3 292.5

15 4 11 7 25.6 49.7 3.2 225

15 4 11 8 26.8 45.1 2.9 270

15 4 11 9 28.9 39.1 0.3 90

15 4 11 10 29.1 33.2 1.6 45

15 4 11 11 30.6 32.9 1.5 225

15 4 11 12 31.6 39.1 0.9 90

15 4 11 13 34.1 41.1 0.9 135

15 4 11 14 36.5 39.4 0.6 157.5

15 4 11 15 38.4 29.7 2.1 270

15 4 11 16 36.9 27.1 1.8 270

15 4 11 17 34.8 22.6 1.8 247.5

15 4 11 18 31.2 30.9 0.0 45

15 4 11 19 29.4 33.1 0.0 360

15 4 11 20 27.6 39.1 0.0 45

15 4 11 21 26.2 42.6 1.1 45

15 4 11 22 25.6 49.7 1.1 157.5

15 4 11 23 24.3 50.3 1.2 315

15 4 11 24 23.6 53.3 0.0 157.5

15 4 12 1 24.6 56.9 1.3 312.5

15 4 12 2 23.6 59.1 0.0 315

15 4 12 3 22.3 60.6 0.7 315

15 4 12 4 22.6 66.6 0.0 360

15 4 12 5 21.6 68.9 0.0 22.5

15 4 12 6 21.8 60.9 1.3 220

15 4 12 7 25.6 53.1 2.6 315

15 4 12 8 26.1 49.2 0.0 337.5

15 4 12 9 27.6 43.1 1.6 247.5

15 4 12 10 28.9 40.6 0.0 337.5

15 4 12 11 29.6 36.0 0.0 90

15 4 12 12 29.1 38.1 0.9 90

15 4 12 13 30.6 39.6 1.7 90

15 4 12 14 28.6 39.1 2.0 312.5

15 4 12 15 29.1 30.9 0.7 157.5

15 4 12 16 27.6 27.3 0.0 22.5

15 4 12 17 25.6 47.8 1.2 45

15 4 12 18 26.1 55.9 0.0 360


15 4 12 19 28.6 41.6 0.0 90

15 4 12 20 26.5 41.6 1.6 223.5

15 4 12 21 25.6 38.9 0.6 135

15 4 12 22 24.3 37.1 0.3 45

15 4 12 23 23.0 36.0 0.6 67.5

15 4 12 24 22.3 35.9 0.0 90

15 4 13 1 23.6 46.6 1.6 312.5

15 4 13 2 22.3 52.3 1.6 315.4

15 4 13 3 22.0 59.1 0.0 315

15 4 13 4 21.0 63.8 2.3 225

15 4 13 5 20.3 71.6 1.7 270

15 4 13 6 21.6 65.3 1.2 312.5

15 4 13 7 22.3 66.1 0.5 225

15 4 13 8 23.4 50.1 0.6 157.5

15 4 13 9 24.6 53.1 0.5 112.5

15 4 13 10 25.9 52.9 1.6 225

15 4 13 11 28.3 49.9 0.0 157.5

15 4 13 12 32.6 47.1 0.5 90

15 4 13 13 38.5 42.1 1.3 312.5

15 4 13 14 39.3 38.7 2.3 43.2

15 4 13 15 37.5 33.1 1.4 112.5

15 4 13 16 37.2 32.9 1.0 157.5

15 4 13 17 35.4 39.1 0.4 56.2

15 4 13 18 33.6 40.3 1.5 67.5

15 4 13 19 31.2 39.1 1.0 67.5

15 4 13 20 29.4 50.6 0.0 22.5

15 4 13 21 28.6 53.1 0.0 67.5

15 4 13 22 27.3 59.7 0.0 247.5

15 4 13 23 26.4 60.9 0.0 270

15 4 13 24 25.7 63.2 0.0 292.5

15 4 14 1 25.2 69.1 1.2 225

15 4 14 2 24.8 70.6 0.6 270

15 4 14 3 24.2 79.1 1.9 46.3

15 4 14 4 24.0 81.6 2.1 270

15 4 14 5 23.6 75.9 0.0 225

15 4 14 6 23.8 66.1 0.0 360

15 4 14 7 24.2 61.9 0.0 315

15 4 14 8 28.5 53.1 0.0 312.5

15 4 14 9 29.4 50.9 0.0 90

15 4 14 10 30.1 49.1 0.4 22.5

15 4 14 11 31.3 36.1 0.0 135

15 4 14 12 33.6 32.1 2.0 45

15 4 14 13 35.4 30.9 1.8 52.5

15 4 14 14 38.9 29.1 1.3 135

15 4 14 15 39.8 33.1 1.4 53.6

15 4 14 16 37.4 39.1 1.4 315

15 4 14 17 35.2 49.8 2.0 315

15 4 14 18 32.6 50.6 1.1 360

15 4 14 19 30.1 51 0.3 222.3

15 4 14 20 29.5 49.3 0.0 67.5

15 4 14 21 28.3 46.8 0.0 90

15 4 14 22 27.4 43.1 1.4 270

15 4 14 23 27.3 40.6 0.0 135

15 4 14 24 26.2 38.6 2.6 312.5

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15 4 15 1 35.7 56.9 0.7 312.5

15 4 15 2 35.2 59.1 0.0 292.5

15 4 15 3 32.6 60.6 0.0 315

15 4 15 4 31.5 66.6 0.5 312.5

15 4 15 5 30.6 63.2 0.3 270

15 4 15 6 29.8 60.9 0.6 157.5

15 4 15 7 30.2 53.1 2.3 223.5

15 4 15 8 31.5 49.2 2.6 230.5

15 4 15 9 31.9 43.1 0.0 90

15 4 15 10 32.4 40.6 1.3 53.2

15 4 15 11 33.5 36.0 0.4 135

15 4 15 12 35.6 38.1 2.3 225

15 4 15 13 37.3 39.6 0.6 247.5

15 4 15 14 39.4 39.1 3.2 270

15 4 15 15 40.2 30.9 1.4 292.5

15 4 15 16 40.8 25.7 1.7 312.5

15 4 15 17 38.4 47.8 1.2 270

15 4 15 18 36.2 55.9 2.3 52.8

15 4 15 19 34.3 41.6 1.2 53.4

15 4 15 20 31.2 41.6 0.0 90

15 4 15 21 31.0 38.9 1.6 247.5

15 4 15 22 30.7 37.1 0.4 292.5

15 4 15 23 30.4 36.0 0.0 315

15 4 15 24 29.6 35.9 0.0 46.3

15 4 16 1 29.1 39.6 1.2 270

15 4 16 2 31.9 40.6 0.5 45.6

15 4 16 3 31.6 43.9 0.6 90

15 4 16 4 31.0 54.9 2.1 316

15 4 16 5 31.2 52.6 0.0 337.5

15 4 16 6 32.6 32.8 0.0 90

15 4 16 7 33.2 33.9 0.0 22.5

15 4 16 8 33.6 34.8 0.0 256

15 4 16 9 36.6 35.6 0.0 360

15 4 16 10 39.6 36.1 0.0 183

15 4 16 11 41.6 35 0.3 49

15 4 16 12 42.9 33.9 0.7 53.2

15 4 16 13 43.4 32.1 2.3 43.1

15 4 16 14 43.0 20.9 0.4 46.6

15 4 16 15 40.3 17.3 0.0 67.5

15 4 16 16 39.5 18.6 1.3 312.5

15 4 16 17 38.2 38.9 1.0 112.5

15 4 16 18 37.6 39.1 0.6 312.5

15 4 16 19 35.6 40.6 0.0 157.5

15 4 16 20 36.0 38.8 3.2 270

15 4 16 21 32.0 36.1 1.2 225

15 4 16 22 32.6 35.9 0.0 315

15 4 16 23 32.1 33.2 0.0 360

15 4 16 24 32.9 32.9 0.6 312.5

15 4 17 1 32.8 40.3 0.5 247.5

15 4 17 2 28.9 42.6 0.6 247.5

15 4 17 3 28.4 46.9 0.0 186.4

15 4 17 4 28.1 49.1 1.6 224.5

15 4 17 5 28.0 52.3 0.0 175.3

15 4 17 6 29.3 55.9 0.0 112.5


15 4 17 7 30.6 49.6 0.0 112.5

15 4 17 8 32.6 32.4 1.3 225.3

15 4 17 9 33.5 30.9 0.0 360

15 4 17 10 35.6 38.9 0.0 360

15 4 17 11 37.1 40.6 1.0 245.2

15 4 17 12 39.0 30.9 0.0 45

15 4 17 13 41.9 29.1 1.3 337.5

15 4 17 14 43.6 20.6 2.4 360

15 4 17 15 40.6 12.6 1.5 22.5

15 4 17 16 39.1 29.1 1.7 90

15 4 17 17 39.1 31.9 2.4 360

15 4 17 18 38.1 36.7 0.8 270

15 4 17 19 37.1 42.9 1.6 270

15 4 17 20 36.8 49.6 1.3 270

15 4 17 21 35.2 46.2 0.0 337.5

15 4 17 22 33.2 45.2 2.3 270

15 4 17 23 32.6 43.2 0.0 157.5

15 4 17 24 32.6 41.9 1.3 135

15 4 18 1 30.6 40.6 0.0 157.5

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15 4 18 3 28.4 38.1 0.0 185

15 4 18 4 27.6 37.9 1.3 229.5

15 4 18 5 26.3 32.6 0.0 135

15 4 18 6 27.9 33.7 0.0 179.2

15 4 18 7 28.6 36.1 0.0 360

15 4 18 8 30.6 37.9 0.7 360

15 4 18 9 33.6 39.8 0.5 315

15 4 18 10 35.9 29.1 1.5 320

15 4 18 11 37.1 22.6 0.7 321

15 4 18 12 39.0 20.7 1.2 315

15 4 18 13 41.9 18.9 2.3 316

15 4 18 14 43.6 13.2 1.1 67.5

15 4 18 15 40.1 10.6 3.0 67.5

15 4 18 16 38.3 6.7 2.8 247.5

15 4 18 17 37.1 16.7 1.1 247.5

15 4 18 18 36.2 19.2 0.6 270

15 4 18 19 37.1 33.5 0.5 225

15 4 18 20 36.8 29.1 0.6 225

15 4 18 21 35.2 25.4 1.2 225

15 4 18 22 26.9 26.1 0.6 270

15 4 18 23 27.1 26.9 0.2 270

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15 4 19 10 36.6 10.9 0.0 67.5

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15 4 19 12 39.6 8.6 0.0 45


15 4 19 13 40.1 7.2 1.4 22.5

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15 4 19 15 40.6 8.4 0.0 360

15 4 19 16 38.6 9.6 0.7 270

15 4 19 17 36.1 15.6 1.0 312.5

15 4 19 18 35.6 19.7 0.3 292.5

15 4 19 19 34.6 20.2 0.6 247.5

15 4 19 20 33.2 21.9 2.3 360

15 4 19 21 32.6 23.6 0.5 315

15 4 19 22 30.6 25.9 0.9 270

15 4 19 23 33.1 26.7 2.1 315

15 4 19 24 33.6 30.9 0.6 247.5

15 4 20 1 30.3 36.6 1.3 225

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15 4 20 3 29.9 29.4 1.6 215

15 4 20 4 28.1 16.4 1.2 220.3

15 4 20 5 28.3 15.1 1.6 226.1

15 4 20 6 29.6 14.6 0.8 230.2

15 4 20 7 30.6 13.9 2.3 90

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15 4 20 11 36.0 13.2 2.2 360

15 4 20 12 39.9 10.9 1.8 360

15 4 20 13 40.2 14.4 0.4 360

15 4 20 14 40.6 10.6 0.0 45

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15 4 20 16 39.2 11.1 0.7 225

15 4 20 17 38.6 12.9 2.3 225

15 4 20 18 37.6 13.3 0.0 312.5

15 4 20 19 36.2 15.6 0.0 157.5

15 4 20 20 38.1 12.3 0.7 157.5

15 4 20 21 37.6 14.6 0.8 312.5

15 4 20 22 36.2 15.3 0.5 231.2

15 4 20 23 35.3 13.2 0.9 225

15 4 20 24 34.1 15.6 1.3 215.6

15 4 21 1 33.6 16.9 1.2 216.4

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15 4 21 3 28.1 23.6 0.6 272.4

15 4 21 4 26.9 26.6 0.0 22.5

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15 4 21 7 27.9 20.9 0.8 320

15 4 21 8 28.6 19.7 0.6 312.3

15 4 21 9 31.0 16.3 1.6 225

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15 4 21 11 36.6 15.6 1.5 360

15 4 21 12 38.0 16.9 0.9 182.4

15 4 21 13 41.9 19.1 1.8 45

15 4 21 14 41.3 18.6 2.0 22.5

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15 4 21 18 37.6 12.9 0.7 225


15 4 21 19 36.5 15.6 0.0 312.5

15 4 21 20 37.6 19.4 2.1 225

15 4 21 21 38.6 19 1.9 225

15 4 21 22 37.6 22.9 1.1 225

15 4 21 23 36.2 25.6 0.6 225

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15 4 22 5 28.3 20.9 0.0 165.4

15 4 22 6 31.2 19.4 1.3 270

15 4 22 7 33.2 18.4 0.3 270

15 4 22 8 34.6 16.5 0.0 315

15 4 22 9 35.6 18.7 0.0 315

15 4 22 10 36.1 15.6 0.0 320

15 4 22 11 37.3 14.3 2.3 315

15 4 22 12 38.6 11.3 2.0 318.5

15 4 22 13 39.1 10.6 1.4 45

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15 4 22 15 39.2 10.9 1.1 360

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15 4 22 17 38.6 11.6 2.0 312.5

15 4 22 18 37.6 13.5 0.0 270

15 4 22 19 38.6 15.7 0.0 292.5

15 4 22 20 36.1 19.4 0.0 157.5

15 4 22 21 35.1 20.3 1.2 360

15 4 22 22 34.6 22.6 0.7 247.5

15 4 22 23 33.0 24.6 0.0 360

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15 4 23 7 31.2 20.9 0.0 360

15 4 23 8 33.2 18.4 3.2 312.3

15 4 23 9 34.6 22.9 2.1 315.5

15 4 23 10 36.6 19.4 1.5 320.2

15 4 23 11 39.1 17.6 0.8 225.1

15 4 23 12 41.0 16.5 0.0 220

15 4 23 13 41.5 12.6 0.0 360

15 4 23 14 40.9 13.4 1.6 312.6

15 4 23 15 39.1 10.6 0.0 360

15 4 23 16 37.3 7.2 1.4 315

15 4 23 17 37.3 5.1 0.3 270

15 4 23 18 36.9 12.6 0.0 360

15 4 23 19 35.2 14.9 0.0 337.5

15 4 23 20 35.6 16.7 0.0 225

15 4 23 21 34.1 19.2 0.0 225

15 4 23 22 35.1 20.7 1.3 315

15 4 23 23 34.6 23.6 1.3 315

15 4 23 24 33.0 25.4 0.0 337.5

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15 4 24 1 32.1 24.1 1.7 315

15 4 24 2 32.9 22.6 0.0 337.5

15 4 24 3 32.6 25.9 0.0 337.5

15 4 24 4 31.6 26.1 0.0 112.5

15 4 24 5 31.0 26.8 0.0 307.4

15 4 24 6 29.6 24.3 0.4 320.1

15 4 24 7 28.1 26.7 1.3 316.4

15 4 24 8 29.3 21.2 0.0 360

15 4 24 9 32.6 20.9 0.0 174.2

15 4 24 10 34.4 19.7 0.0 270

15 4 24 11 36.6 18.6 0.0 45

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15 4 24 13 40.6 15.9 2.5 22.5

15 4 24 14 43.2 16.7 0.7 45

15 4 24 15 44.1 10.9 0.5 270

15 4 24 16 40.3 9.4 0.7 315

15 4 24 17 39.4 8.3 1.2 312.5

15 4 24 18 38.2 10.7 1.6 270

15 4 24 19 39.4 19.3 1.2 312.5

15 4 24 20 37.6 20.9 1.7 225

15 4 24 21 35.1 21.6 0.0 45.6

15 4 24 22 34.1 27.6 1.6 221.2

15 4 24 23 33.1 22.6 1.2 225

15 4 24 24 32.6 25.6 0.0 42.3

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15 4 25 12 34.1 18.3 0.0 67.5

15 4 25 13 35.6 16.2 1.6 270.5

15 4 25 14 41.3 11.6 0.7 90

15 4 25 15 40.3 10.6 1.6 67.5

15 4 25 16 38.0 9.5 0.5 270

15 4 25 17 37.2 5.1 1.1 360

15 4 25 18 39.6 10.6 1.0 360

15 4 25 19 39.4 12.6 0.9 270

15 4 25 20 37.6 13.7 1.2 247.5

15 4 25 21 35.1 16.4 1.6 247.5

15 4 25 22 34.1 19.2 2.3 312.5

15 4 25 23 33.1 20.9 1.2 225

15 4 25 24 30.1 22.4 1.6 270

15 4 26 1 31.6 23.4 1.8 270

15 4 26 2 31.0 25.6 0.0 292.5

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15 4 26 5 32.6 20.6 0.0 45

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15 4 26 7 32.6 18.4 0.0 185

15 4 26 8 31.2 16.2 0.0 173

15 4 26 9 32.6 15.3 0.0 225.5

15 4 26 10 33.4 13.7 0.0 156

15 4 26 11 38.9 10.9 0.9 125.5

15 4 26 12 39.1 19.5 0.0 360

15 4 26 13 40.6 12.7 1.6 22.5

15 4 26 14 43.9 16.5 1.0 360

15 4 26 15 39.2 10.9 1.2 270

15 4 26 16 37.6 6.7 0.8 270

15 4 26 17 38.1 8.3 0.0 125.8

15 4 26 18 37.6 10.9 0.0 312.5

15 4 26 19 36.2 13.6 3.3 337.5

15 4 26 20 35.1 14.9 0.0 312.5

15 4 26 21 33.2 15.7 1.2 315

15 4 26 22 32.6 16.8 0.0 337.5

15 4 26 23 31.6 19.2 1.6 225

15 4 26 24 32.6 20.9 1.2 231.4

15 4 27 1 31.6 23.6 2.5 312.5

15 4 27 2 30.3 25.7 2.8 310.2

15 4 27 3 29.6 26.9 3.1 308.7

15 4 27 4 28.6 28.1 0.0 22.5

15 4 27 5 28.0 32.4 0.0 135

15 4 27 6 29.6 30.9 1.3 210.5

15 4 27 7 30.9 29.8 0.0 337.5

15 4 27 8 31.6 29 0.0 127.5

15 4 27 9 33.6 25.1 0.0 135

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15 4 27 11 37.6 19.7 1.8 360

15 4 27 12 39.1 21.4 2.4 360

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15 4 27 14 44.2 12.5 0.6 112.5

15 4 27 15 41.3 9.3 0.0 157.5

15 4 27 16 40.3 8.2 0.7 270

15 4 27 17 38.6 5.7 1.2 225

15 4 27 18 39.6 9.9 0.5 312.5

15 4 27 19 39.4 12.6 1.6 270

15 4 27 20 37.6 13.7 0.0 225

15 4 27 21 35.1 15.6 0.0 270

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15 4 28 13 37.4 15.6 1.3 67.5

15 4 28 14 40.9 14.3 1.1 112.5

15 4 28 15 41.1 12.9 2.6 112.5

15 4 28 16 38.6 10.9 1.6 157.5

15 4 28 17 37.1 7.2 1.0 247.5

15 4 28 18 36.2 9.4 0.6 312.5

15 4 28 19 35.9 7.6 0.0 247.5

15 4 28 20 30.6 10.6 0.0 292.5

15 4 28 21 32.6 12.3 0.0 337.5

15 4 28 22 33.2 15.6 0.0 22.5

15 4 28 23 30.6 16.7 1.2 247.5

15 4 28 24 29.6 19 1.3 270

15 4 29 1 28.6 20.6 0.0 225

15 4 29 2 26.5 23.4 0.0 43.2

15 4 29 3 25.6 25.9 1.5 270

15 4 29 4 23.2 26.7 0.3 90

15 4 29 5 23.9 34.3 0.0 22.5

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15 4 29 7 25.9 31.9 0.0 312.5

15 4 29 8 26.1 32.6 0.0 360

15 4 29 9 28.6 30.9 0.0 315

15 4 29 10 30.7 29.1 1.2 270

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15 4 29 12 37.2 23 0.0 337.5

15 4 29 13 40.6 22 1.9 90

15 4 29 14 42.9 19.8 0.0 312.5

15 4 29 15 39.6 17.6 2.1 312.5

15 4 29 16 37.6 15.5 2.3 157.5

15 4 29 17 36.6 13.2 0.0 312.5

15 4 29 18 36.1 7.1 0.6 292.5

15 4 29 19 35.3 13.7 0.0 135

15 4 29 20 35.5 19.2 0.0 45

15 4 29 21 35.1 20.9 0.0 312.5

15 4 29 22 34.3 22.9 0.7 312.5

15 4 29 23 33.9 26.4 0.0 312.5

15 4 29 24 32.6 28.7 0.0 53.1

15 4 30 1 32.8 29.3 0.0 270

15 4 30 2 30.3 30.9 0.0 183

15 4 30 3 29.5 31.6 3.3 225

15 4 30 4 28.6 32.8 1.0 22.5

15 4 30 5 28.6 39.4 1.2 225

15 4 30 6 29.3 33.2 3.3 292.5

15 4 30 7 29.9 29.4 1.5 247.5

15 4 30 8 30.6 25.6 0.7 270

15 4 30 9 31.6 23.1 0.0 292.5

15 4 30 10 31.9 22 1.3 22.5

15 4 30 11 32.6 19.5 2.4 315

15 4 30 12 35.7 18.3 2.3 22.5

15 4 30 13 38.6 17.74 1.2 67.5

15 4 30 14 40.9 18.6 1.4 90

15 4 30 15 41.6 16.9 3.4 312.5

15 4 30 16 40.6 18.9 1.8 312.5

15 4 30 17 39.6 19.6 0.0 90

15 4 30 18 38.1 20.7 0.0 22.5


15 4 30 19 37.6 21.8 0.0 157.5

15 4 30 20 36.2 22.6 1.2 270

15 4 30 21 35.9 23.6 0.0 135

15 4 30 22 34.6 25.9 0.0 22.5

15 4 30 23 33.5 26.1 1.2 312.5

15 4 30 24 32.6 29 0.0 337.5

15 5 1 1 30.6 29.3 1.6 312.5

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15 5 1 3 26.5 31.6 0.0 157.5

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15 5 1 5 24.0 29.4 0.0 56.2

15 5 1 6 25.6 23.1 0.0 90

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15 5 1 10 33.4 22 1.2 312.5

15 5 1 11 36.6 19.5 0.0 270

15 5 1 12 34.6 18.3 1.2 360

15 5 1 13 38.6 17.74 0.4 337.5

15 5 1 14 41.5 18.6 0.0 112.5

15 5 1 15 40.6 16.9 0.0 90

15 5 1 16 38.2 7.6 0.0 112.5

15 5 1 17 39.0 19.6 1.2 312.5

15 5 1 18 38.6 20.7 0.0 315

15 5 1 19 37.6 21.8 0.0 247.5

15 5 1 20 36.5 22.6 0.7 225

15 5 1 21 35.6 23.6 1.3 312.5

15 5 1 22 34.6 25.9 0.1 270

15 5 1 23 33.5 26.1 0.2 270

15 5 1 24 32.6 29 0.0 90

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15 5 2 3 26.5 13.5 0.0 135

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15 5 2 5 23.6 20.9 0.0 112.5

15 5 2 6 25.6 19.5 1.2 225

15 5 2 7 25.9 18.2 0.0 157.5

15 5 2 8 26.4 16.3 1.4 225

15 5 2 9 27.9 14.2 2.1 228

15 5 2 10 33.3 15.9 0.0 315

15 5 2 11 36.6 15.7 0.0 315

15 5 2 12 39.6 11.2 0.0 90

15 5 2 13 40.6 10.9 0.0 90

15 5 2 14 43.5 9.3 0.0 22.5

15 5 2 15 41.6 8.2 0.0 90

15 5 2 16 40.6 10.6 0.0 157.5

15 5 2 17 39.5 13.9 0.0 270

15 5 2 18 38.1 14.9 1.2 315

15 5 2 19 36.2 20.9 1.3 225

15 5 2 20 35.6 22.3 1.6 225

15 5 2 21 33.2 19.4 0.0 112.5

15 5 2 22 30.6 18.3 0.0 292.5

15 5 2 23 28.9 17.2 0.5 270

15 5 2 24 27.6 16.7 1.3 315

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15 5 3 1 28.9 20.4 1.6 312

15 5 3 2 27.3 22.9 1.5 310

15 5 3 3 26.1 24.3 1.2 45

15 5 3 4 26.7 26.6 1.3 45

15 5 3 5 27.3 27.1 2.2 45

15 5 3 6 28.9 26 1.6 82

15 5 3 7 29.4 25.1 0.0 75

15 5 3 8 30.6 23 2.3 270

15 5 3 9 31.6 20.9 1.5 273

15 5 3 10 32.6 19.6 0.0 270

15 5 3 11 34.8 18.2 0.8 270

15 5 3 12 37.6 17.6 0.1 360

15 5 3 13 40.6 14 0.0 22.5

15 5 3 14 42.9 12.3 0.3 22.5

15 5 3 15 40.5 13 0.7 270

15 5 3 16 40.6 10.9 1.1 22.5

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15 5 3 18 37.6 12.9 0.3 45

15 5 3 19 35.6 13.8 1.1 157.5

15 5 3 20 34.6 15.8 1.2 275

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15 5 3 23 33.6 19.2 1.1 182.3

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15 5 4 1 32.3 21.2 0.4 337.5

15 5 4 2 32.9 22.9 1.7 225

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15 5 4 6 31.6 19.3 2.3 225

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15 5 4 8 32.6 17.6 0.3 135

15 5 4 9 32.7 16.3 0.6 247.5

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15 5 4 11 34.6 14 0.0 67.5

15 5 4 12 36.5 13.2 0.0 67.5

15 5 4 13 39.6 12.8 0.3 360

15 5 4 14 41.6 11.2 0.6 182.3

15 5 4 15 40.6 13.2 0.8 247.5

15 5 4 16 39.5 11.6 0.9 67.5

15 5 4 17 38.1 13.2 0.2 67.5

15 5 4 18 37.6 14.3 0.4 45

15 5 4 19 36.1 16.5 0.9 270

15 5 4 20 35.2 17.3 0.7 22.5

15 5 4 21 34.9 18.2 1.0 112.5

15 5 4 22 33.1 19.3 0.7 157.5

15 5 4 23 32.6 20.1 0.6 315

15 5 4 24 31.6 22.6 1.2 320

15 5 5 1 31.2 23.9 1.7 316

15 5 5 2 29.6 24.1 2.3 320

15 5 5 3 26.5 25.6 3.2 325

15 5 5 4 25.6 23.1 2.9 330

15 5 5 5 25.1 22 3.2 315

15 5 5 6 26.9 20.9 2.3 320


15 5 5 7 27.6 19.3 0.0 157.5

15 5 5 8 28.1 18.4 0.3 90

15 5 5 9 29.6 16.3 0.2 157.5

15 5 5 10 30.6 15.2 0.1 45

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15 5 5 12 34.6 13.2 0.0 22.5

15 5 5 13 36.4 11.8 0.5 22.5

15 5 5 14 38.6 10.9 1.1 90

15 5 5 15 39.1 9.2 2.3 271.3

15 5 5 16 38.6 8.2 0.6 157.5

15 5 5 17 37.5 7.6 0.8 45

15 5 5 18 37.1 13.2 1.3 360

15 5 5 19 36.6 12.9 1.2 270

15 5 5 20 35.6 16.5 1.0 270

15 5 5 21 34.1 15.7 0.9 312.5

15 5 5 22 33.2 19.5 1.3 360

15 5 5 23 32.9 20.6 1.3 247.5

15 5 5 24 31.2 23.5 1.1 270

15 5 6 1 30.6 25.6 0.8 270

15 5 6 2 29.7 26.4 0.6 272

15 5 6 3 28.1 25.1 0.0 360

15 5 6 4 27.6 28.6 2.3 135

15 5 6 5 28.1 29.1 0.0 135

15 5 6 6 29.3 28.3 1.2 90

15 5 6 7 30.7 26.1 0.3 67.5

15 5 6 8 31.2 25 1.2 315

15 5 6 9 32.6 24.9 2.3 270

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15 5 6 11 33.4 20.9 0.1 40.5

15 5 6 12 34.9 19.7 0.1 337.5

15 5 6 13 36.6 13.2 1.2 280

15 5 6 14 37.1 12.7 0.0 337.5

15 5 6 15 38.6 10.6 0.0 90

15 5 6 16 37.0 9.4 0.9 135

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15 5 6 18 36.1 9.7 1.2 157.5

15 5 6 19 35.1 10.6 1.9 337.5

15 5 6 20 33.2 12.7 0.5 270

15 5 6 21 32.9 13.8 0.5 272

15 5 6 22 30.4 15.6 0.9 270

15 5 6 23 29.3 20.9 1.6 270

15 5 6 24 30.6 21.6 0.1 360

15 5 7 1 30.6 23.6 0.4 22.5

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15 5 7 3 29.2 28.1 1.0 315

15 5 7 4 28.1 29.3 0.3 90

15 5 7 5 28.6 30.8 0.8 90

15 5 7 6 29.6 29.1 0.0 135

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15 5 7 8 31.6 25.9 1.9 53.2

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15 5 7 11 34.6 18.3 0.0 22.5

15 5 7 12 35.1 15.6 0.0 360


15 5 7 13 36.3 14.3 0.1 337.5

15 5 7 14 37.6 11 0.4 67.5

15 5 7 15 38.2 9.5 0.9 270

15 5 7 16 38.0 6.5 1.8 225

15 5 7 17 37.3 12.3 1.3 157.5

15 5 7 18 37.6 16.5 1.2 270

15 5 7 19 36.1 19.2 0.6 157.5

15 5 7 20 35.1 20.1 1.0 157.5

15 5 7 21 34.0 21.3 1.3 67.5

15 5 7 22 33.9 23.3 0.9 315

15 5 7 23 32.6 25.6 0.1 315

15 5 7 24 31.8 15.6 0.1 337.5

15 5 8 1 30.6 14.6 0.1 157.5

15 5 8 2 29.6 12.9 1.6 225

15 5 8 3 29.2 16.5 1.9 45

15 5 8 4 28.1 16.2 2.3 45

15 5 8 5 28.6 17.3 1.7 48

15 5 8 6 29.6 15.6 1.5 312.5

15 5 8 7 30.2 14.3 0.8 320

15 5 8 8 31.6 12 2.1 315

15 5 8 9 32.6 11.9 1.6 312

15 5 8 10 33.4 10.6 3.2 310

15 5 8 11 34.6 9.2 2.6 315

15 5 8 12 36.1 8.2 2.9 316

15 5 8 13 37.3 7.1 1.6 320

15 5 8 14 39.6 10.3 1.2 315

15 5 8 15 41.2 11.6 3.2 320

15 5 8 16 39.6 41.2 0.6 318

15 5 8 17 38.3 12.7 0.6 270

15 5 8 18 37.6 16.8 1.5 270

15 5 8 19 36.1 15.2 0.0 157.5

15 5 8 20 35.1 14.3 1.3 135

15 5 8 21 34.0 13.7 1.1 292.5

15 5 8 22 33.9 12.9 1.1 22.5

15 5 8 23 32.6 15.8 0.0 360

15 5 8 24 31.8 16.2 1.6 312.5

15 5 9 1 30.6 19.5 2.1 225

15 5 9 2 29.1 23.6 1.3 270

15 5 9 3 29.6 26.1 2.3 45

15 5 9 4 28.2 36.6 1.6 90

15 5 9 5 27.0 32.4 2.3 270

15 5 9 6 29.3 30 1.5 225

15 5 9 7 30.6 28.1 0.0 175.6

15 5 9 8 31.6 22.3 1.2 45

15 5 9 9 32.9 20.9 2.5 50

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15 5 9 12 36.5 16.5 1.4 49

15 5 9 13 37.6 15.6 2.2 45

15 5 9 14 39.2 13.2 0.0 337.5

15 5 9 15 38.6 10.6 1.2 225

15 5 9 16 38.0 9.2 1.3 157.5

15 5 9 17 37.6 7.6 1.6 272.3

15 5 9 18 36.9 13.2 3.2 292.5


15 5 9 19 33.4 16.9 0.0 292.5

15 5 9 20 32.6 20.6 0.0 247.5

15 5 9 21 31.6 26.8 0.0 157.5

15 5 9 22 30.9 24.3 0.0 292.5

15 5 9 23 29.6 29 1.5 271.1

15 5 9 24 29.0 30.8 0.3 337.5

15 5 10 1 28.6 19.5 1.9 270

15 5 10 2 27.1 23.6 1.5 225

15 5 10 3 27.6 26.1 1.2 275

15 5 10 4 27.0 35.1 0.4 360

15 5 10 5 26.8 32.4 1.5 270.1

15 5 10 6 27.6 30 0.9 315

15 5 10 7 28.6 28.1 0.6 315

15 5 10 8 29.1 22.3 0.0 315

15 5 10 9 30.6 20.9 0.3 315

15 5 10 10 30.7 19.4 0.0 315

15 5 10 11 31.6 17.6 0.0 360

15 5 10 12 34.8 16.5 0.0 337.5

15 5 10 13 37.2 15.6 0.0 45

15 5 10 14 38.6 13.2 0.0 270

15 5 10 15 36.9 10.6 0.8 312.5

15 5 10 16 35.6 9.2 1.3 272.3

15 5 10 17 34.2 8.7 1.5 275.5

15 5 10 18 34.9 13.2 1.0 265.1

15 5 10 19 34.0 16.9 0.6 272

15 5 10 20 33.6 20.6 0.5 45

15 5 10 21 32.9 26.8 0.3 157.5

15 5 10 22 31.6 24.3 0.0 312.5

15 5 10 23 30.6 29 0.4 247.5

15 5 10 24 29.6 28.6 0.0 270

15 5 11 1 29.0 25.6 0.3 45

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15 5 11 3 28.1 23.6 0.1 292.5

15 5 11 4 27.6 28.1 0.9 275

15 5 11 5 28.3 26.1 0.6 270

15 5 11 6 29.1 25.1 0.1 157.5

15 5 11 7 30.6 20.9 2.6 285

15 5 11 8 31.9 19.7 0.0 67.5

15 5 11 9 32.1 18.2 0.0 67.5

15 5 11 10 33.9 17.3 1.2 220.3

15 5 11 11 34.6 15.2 0.0 315

15 5 11 12 35.1 16.9 0.0 337.5

15 5 11 13 36.1 17.9 0.0 337.5

15 5 11 14 38.9 15 0.0 135

15 5 11 15 39.1 19.5 1.6 157.5

15 5 11 16 38.1 16 1.0 292.5

15 5 11 17 38.6 14.6 0.6 315

15 5 11 18 37.1 16.9 0.8 270

15 5 11 19 36.0 20.6 4.1 270

15 5 11 20 35.9 22.1 0.8 157.5

15 5 11 21 34.6 23.9 0.8 360

15 5 11 22 33.2 25.1 0.5 315

15 5 11 23 30.3 26.8 0.4 360

15 5 11 24 29.5 30.9 1.2 225

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15 5 12 1 28.5 32.6 0.6 270

15 5 12 2 28.6 33.4 1.5 271.5

15 5 12 3 28.4 34.9 1.4 275

15 5 12 4 27.6 36.1 0.1 135

15 5 12 5 27.0 42.6 0.6 225

15 5 12 6 28.9 36.1 0.1 135

15 5 12 7 29.0 35.9 0.5 67.5

15 5 12 8 30.6 30.2 0.1 112.5

15 5 12 9 31.6 29.1 0.0 157.5

15 5 12 10 34.6 27.6 1.4 270

15 5 12 11 35.9 26.1 0.0 112.5

15 5 12 12 36.1 25.9 0.1 157.5

15 5 12 13 38.6 22 1.5 45

15 5 12 14 39.2 20.9 2.1 49

15 5 12 15 37.3 15.1 2.6 45

15 5 12 16 38.6 14.6 0.3 90

15 5 12 17 37.6 12.9 0.1 135

15 5 12 18 36.9 15.6 0.3 67.5

15 5 12 19 36.5 19 0.9 270

15 5 12 20 35.1 20.6 1.6 225

15 5 12 21 34.0 22.9 0.3 45

15 5 12 22 33.9 25.6 2.5 270

15 5 12 23 32.0 29.1 0.0 157.5

15 5 12 24 33.6 30.6 0.6 157.5

15 5 13 1 31.9 32.6 1.2 275

15 5 13 2 31.6 33.4 3.7 225

15 5 13 3 31.2 34.9 1.1 225

15 5 13 4 30.3 36.1 0.0 67.5

15 5 13 5 31.6 33.1 1.9 270

15 5 13 6 32.9 36.1 0.0 135

15 5 13 7 33.5 35.9 1.9 157.5

15 5 13 8 35.6 30.2 2.3 272

15 5 13 9 36.2 29.1 0.0 360

15 5 13 10 34.6 27.6 0.1 90

15 5 13 11 35.9 26.1 0.0 112.5

15 5 13 12 36.1 25.9 2.6 270

15 5 13 13 38.6 22 1.1 135

15 5 13 14 41.9 20.9 0.0 112.5

15 5 13 15 42.3 15.1 0.0 67.5

15 5 13 16 39.7 14.6 0.0 90

15 5 13 17 38.6 12.9 0.0 157.5

15 5 13 18 37.6 15.6 1.0 67.5

15 5 13 19 36.5 19 0.9 225

15 5 13 20 35.1 20.6 0.9 57.3

15 5 13 21 34.0 22.9 0.3 157.5

15 5 13 22 33.9 25.6 1.4 225

15 5 13 23 32.0 29.1 0.3 48.9

15 5 13 24 33.6 30.6 0.1 53.2

15 5 14 1 31.9 32.6 0.2 292.5

15 5 14 2 30.3 33.9 0.3 22.5

15 5 14 3 29.1 35.9 1.0 360

15 5 14 4 28.3 40.6 0.0 135

15 5 14 5 29.0 46.9 0.6 270

15 5 14 6 30.6 39.1 0.0 312.5


15 5 14 7 31.7 35.6 0.7 270

15 5 14 8 32.6 30.9 3.2 225

15 5 14 9 33.6 29.4 0.1 157.5

15 5 14 10 34.6 26.1 1.8 270

15 5 14 11 35.9 23.1 1.6 270

15 5 14 12 37.5 20.9 0.5 67.5

15 5 14 13 39.6 19.4 0.4 90

15 5 14 14 40.3 18.7 0.4 135

15 5 14 15 41.6 16.5 2.6 270

15 5 14 16 39.6 15 1.3 270

15 5 14 17 37.2 16.9 1.6 292.5

15 5 14 18 36.6 19.7 1.7 247.5

15 5 14 19 35.5 22.4 1.6 360

15 5 14 20 35.1 26.8 1.3 157.5

15 5 14 21 36.2 29.1 1.2 157.5

15 5 14 22 35.2 30.9 1.5 157.5

15 5 14 23 34.0 33.8 0.0 157.5

15 5 14 24 33.9 38.7 1.3 270

15 5 15 1 30.6 19.5 0.6 270

15 5 15 2 29.3 23.6 0.8 225

15 5 15 3 30.8 26.1 0.0 112.5

15 5 15 4 29.6 34.6 1.5 270

15 5 15 5 29.0 32.4 2.3 247.5

15 5 15 6 30.6 30 1.5 270

15 5 15 7 31.7 28.1 0.2 43.5

15 5 15 8 32.6 22.3 0.0 337.5

15 5 15 9 33.9 20.9 0.4 315

15 5 15 10 34.0 19.4 0.6 360

15 5 15 11 37.1 17.6 0.2 360

15 5 15 12 38.6 16.5 0.1 22.5

15 5 15 13 39.1 15.6 0.0 135

15 5 15 14 42.3 13.2 2.4 292.5

15 5 15 15 41.3 10.6 0.2 45

15 5 15 16 40.8 9.2 2.5 312.5

15 5 15 17 39.1 16.5 1.3 270

15 5 15 18 38.6 13.2 1.5 312.5

15 5 15 19 38.6 23.7 0.5 157.5

15 5 15 20 37.1 20.6 0.3 157.5

15 5 15 21 36.2 26.8 0.1 90

15 5 15 22 35.6 24.3 0.1 67.5

15 5 15 23 34.1 29 0.0 157.5

15 5 15 24 33.2 28.6 0.3 90

15 5 16 1 32.8 20.4 0.7 22.5

15 5 16 2 29.3 22.9 1.3 292.5

15 5 16 3 30.8 24.3 0.2 135

15 5 16 4 29.6 26.6 0.3 157.5

15 5 16 5 29.0 27.1 0.3 90

15 5 16 6 30.6 26 1.2 312.5

15 5 16 7 31.7 25.1 0.8 270

15 5 16 8 32.6 23 1.2 185

15 5 16 9 33.9 20.9 1.4 187.3

15 5 16 10 34.0 19.6 1.3 270.2

15 5 16 11 37.1 18.2 2.3 270

15 5 16 12 38.6 17.6 0.3 45.1


15 5 16 13 39.1 14 0.4 90

15 5 16 14 40.3 12.3 1.0 270

15 5 16 15 41.3 13 1.0 45

15 5 16 16 40.8 7.1 1.2 315

15 5 16 17 39.1 11.3 1.5 312.5

15 5 16 18 38.6 12.9 1.3 51.3

15 5 16 19 38.6 13.8 0.6 90

15 5 16 20 37.1 15.8 0.8 90

15 5 16 21 36.2 16.9 1.7 270

15 5 16 22 35.6 17.9 0.3 43.2

15 5 16 23 34.1 19.2 0.8 292.5

15 5 16 24 33.2 20.3 1.6 225

15 5 17 1 32.8 17.6 0.7 270

15 5 17 2 31.6 17.9 0.9 90

15 5 17 3 31.2 18.6 0.9 45

15 5 17 4 30.8 19.8 0.2 337.5

15 5 17 5 31.6 18 1.2 90

15 5 17 6 31.9 19.6 1.3 135

15 5 17 7 32.6 18.6 1.1 157.5

15 5 17 8 33.6 17.6 1.1 270

15 5 17 9 34.6 15.6 2.3 270

15 5 17 10 36.5 16.2 1.1 247.5

15 5 17 11 38.1 16.9 1.1 45

15 5 17 12 39.0 17.6 1.6 360

15 5 17 13 40.9 14.6 1.2 45

15 5 17 14 42.6 13.9 1.2 45

15 5 17 15 42.6 11 1.1 157.5

15 5 17 16 43.1 10.9 2.1 315

15 5 17 17 41.2 8.6 0.9 157.5

15 5 17 18 40.6 6.3 1.1 312.5

15 5 17 19 39.3 9.3 0.6 315

15 5 17 20 38.1 10.6 0.7 315

15 5 17 21 37.6 11.9 0.7 360

15 5 17 22 36.2 13.7 0.8 22.5

15 5 17 23 35.4 15.9 1.2 220

15 5 17 24 34.1 16.8 3.2 315

15 5 18 1 33.6 17.9 0.4 337.5

15 5 18 2 32.3 19.2 2.1 247.5

15 5 18 3 31.6 23.5 0.6 337.5

15 5 18 4 30.2 26.5 0.9 90

15 5 18 5 30.6 28.1 0.8 90

15 5 18 6 31.5 20.9 0.6 90

15 5 18 7 32.0 19.4 1.2 312.5

15 5 18 8 33.4 18.3 0.0 157.5

15 5 18 9 34.1 16 0.6 22.5

15 5 18 10 35.6 13.2 0.0 22.5

15 5 18 11 36.2 10.8 1.2 360

15 5 18 12 37.1 9.4 0.0 90

15 5 18 13 40.6 15.6 0.0 337.5

15 5 18 14 42.1 16.9 0.3 135

15 5 18 15 40.6 10.2 0.3 45

15 5 18 16 38.9 9.1 0.2 67.5

15 5 18 17 39.6 6.3 0.9 356

15 5 18 18 38.6 19.2 0.8 22.5


15 5 18 19 39.1 20.9 0.0 67.5

15 5 18 20 38.2 23.4 1.4 90

15 5 18 21 37.0 26.9 0.0 67.5

15 5 18 22 36.9 26.1 0.0 337.5

15 5 18 23 37.6 27.1 2.3 225

15 5 18 24 38.2 28.6 0.0 360

15 5 19 1 37.6 30.2 0.7 46

15 5 19 2 37.2 31.6 0.7 52

15 5 19 3 37.6 32.9 2.3 315

15 5 19 4 36.5 36.35 3.2 45

15 5 19 5 37.6 38.1 2.1 50

15 5 19 6 38.1 32.1 1.9 45

15 5 19 7 39.2 30.9 2.1 51

15 5 19 8 38.1 29.1 0.0 50

15 5 19 9 37.9 27.2 0.0 315

15 5 19 10 38.1 25 1.2 235.6

15 5 19 11 39.2 22.8 1.2 215.4

15 5 19 12 40.6 20.9 1.4 22.5

15 5 19 13 40.3 18.7 0.4 360

15 5 19 14 42.8 16.5 2.3 315

15 5 19 15 41.3 15.2 2.1 337.5

15 5 19 16 40.6 8.8 3.1 22.5

15 5 19 17 39.2 13 3.0 337.5

15 5 19 18 38.1 16 1.6 360

15 5 19 19 37.6 19 0.7 360

15 5 19 20 38.6 23.1 0.0 22.5

15 5 19 21 39.1 26.9 0.0 45

15 5 19 22 39.8 28.1 0.0 360

15 5 19 23 39.7 32.1 2.3 270

15 5 19 24 38.2 33.9 1.6 229

15 5 20 1 37.6 30.2 1.3 218.5

15 5 20 2 8.2 31.6 0.0 22.5

15 5 20 3 38.6 32.9 1.2 45

15 5 20 4 37.1 36.35 1.9 48

15 5 20 5 36.6 38.1 2.3 45

15 5 20 6 37.6 32.1 1.6 312.5

15 5 20 7 37.2 30.9 1.4 225

15 5 20 8 38.6 29.1 0.0 247.5

15 5 20 9 39.1 27.2 0.8 315

15 5 20 10 40.6 25 0.0 247.5

15 5 20 11 39.2 22.8 1.2 292.5

15 5 20 12 38.1 20.9 0.0 90

15 5 20 13 40.6 18.7 3.1 43.2

15 5 20 14 40.6 16.5 2.7 45

15 5 20 15 39.5 15.2 0.0 90

15 5 20 16 38.1 10.7 0.3 67.5

15 5 20 17 37.6 13 2.2 90

15 5 20 18 38.6 16 0.0 90

15 5 20 19 39.1 19 0.6 67.5

15 5 20 20 37.1 23.1 0.5 67.5

15 5 20 21 39.1 26.9 0.0 360

15 5 20 22 38.6 28.1 0.0 360

15 5 20 23 37.0 32.1 1.2 225

15 5 20 24 37.6 33.9 1.2 225

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15 5 21 1 39.4 29.1 1.2 157.5

15 5 21 2 38.5 28.6 0.0 157.5

15 5 21 3 37.6 26.1 0.5 157.5

15 5 21 4 35.6 29.1 1.2 270

15 5 21 5 31.6 30.6 1.2 312.5

15 5 21 6 35.6 28.1 0.6 312.5

15 5 21 7 35.6 26.8 2.1 247.5

15 5 21 8 34.6 25.1 0.0 360

15 5 21 9 36.3 22.3 2.3 43.5

15 5 21 10 38.6 21.6 2.3 48.9

15 5 21 11 39.6 20.9 0.0 360

15 5 21 12 40.6 19.3 0.6 67.5

15 5 21 13 41.4 18.2 1.1 67.5

15 5 21 14 42.9 17.3 1.6 90

15 5 21 15 40.1 15.1 1.5 90

15 5 21 16 39.1 13.2 0.0 90

15 5 21 17 36.5 11.4 0.0 67.5

15 5 21 18 35.1 15.6 0.0 90

15 5 21 19 34.6 16.9 0.0 22.5

15 5 21 20 33.2 17.3 0.0 67.5

15 5 21 21 33.1 18.2 0.0 90

15 5 21 22 32.0 19 0.0 90

15 5 21 23 32.6 20.9 0.6 337.5

15 5 21 24 33.8 21.3 0.0 360

15 5 22 1 32.6 22.6 1.7 225

15 5 22 2 30.4 23.4 1.3 312.5

15 5 22 3 28.6 25.6 0.8 225

15 5 22 4 26.3 33.4 3.2 270

15 5 22 5 24.2 29.1 1.5 312.5

15 5 22 6 24.5 30.6 0.0 315

15 5 22 7 28.3 29.8 0.0 315

15 5 22 8 29.1 27.6 1.3 312.5

15 5 22 9 29.4 25.1 0.0 315

15 5 22 10 30.5 23.1 0.0 22.5

15 5 22 11 33.7 20.9 0.3 67.5

15 5 22 12 35.2 19.5 0.0 90

15 5 22 13 38.9 18.1 1.1 67.5

15 5 22 14 41.2 15.6 1.6 48.9

15 5 22 15 40.3 10.6 1.1 43

15 5 22 16 38.2 9.5 0.0 337.5

15 5 22 17 37.1 5.2 1.5 22.5

15 5 22 18 36.8 10.6 0.4 135

15 5 22 19 35.5 19.8 1.3 337.5

15 5 22 20 34.4 20.6 2.5 45

15 5 22 21 33.6 23.4 2.4 48

15 5 22 22 31.8 25.9 1.6 45

15 5 22 23 31.5 26.1 1.6 312.5

15 5 22 24 30.3 29.1 1.5 312.5

15 5 23 1 29.6 22.6 0.0 270

15 5 23 2 28.2 19.2 0.0 270

15 5 23 3 27.5 20.6 0.0 292.5

15 5 23 4 27.6 23.1 0.0 315

15 5 23 5 27.1 20.6 0.0 337.5

15 5 23 6 28.0 19.6 1.2 222.5


15 5 23 7 28.9 18.1 0.0 157.5

15 5 23 8 33.2 23.6 0.0 270

15 5 23 9 34.1 19.5 0.0 337.5

15 5 23 10 35.3 18.2 1.2 247.5

15 5 23 11 37.2 17.6 0.6 67.5

15 5 23 12 38.7 19.5 2.9 135

15 5 23 13 39.5 18.1 2.2 135

15 5 23 14 40.5 15.6 2.9 112.5

15 5 23 15 41.2 10.6 1.3 157.5

15 5 23 16 40.3 9.5 1.5 112.5

15 5 23 17 39.4 5.2 1.1 90

15 5 23 18 39.5 10.6 1.9 90

15 5 23 19 38.6 19.8 0.9 235

15 5 23 20 37.5 20.6 1.5 235

15 5 23 21 36.2 23.4 1.2 67.5

15 5 23 22 35.3 20.6 0.0 90

15 5 23 23 33.7 19.5 0.0 90

15 5 23 24 32.5 18.3 0.3 56.2

15 5 24 1 31.6 20.6 0.0 292.5

15 5 24 2 31.2 21.9 0.8 247.5

15 5 24 3 30.4 23.9 0.5 312.5

15 5 24 4 28.2 26.1 1.2 225

15 5 24 5 29.3 29.1 0.0 247.5

15 5 24 6 30.2 28.1 0.0 312.5

15 5 24 7 31.5 26.9 0.0 360

15 5 24 8 33.6 25 0.0 360

15 5 24 9 34.8 20.6 0.0 292.5

15 5 24 10 35.4 19.4 0.0 360

15 5 24 11 36.3 19.2 0.6 157.5

15 5 24 12 37.5 22.6 0.0 157.5

15 5 24 13 42.2 25.6 1.1 312.5

15 5 24 14 42.4 23.1 1.2 292.5

15 5 24 15 40.6 22 0.4 360

15 5 24 16 39.4 19.2 0.6 90

15 5 24 17 38.5 18.4 0.9 22.5

15 5 24 18 38.7 19.6 1.3 216.5

15 5 24 19 37.4 21.6 1.5 315

15 5 24 20 36.9 22.6 1.6 45

15 5 24 21 35.4 23.8 2.8 48

15 5 24 22 33.6 26.5 3.6 45

15 5 24 23 31.2 27.1 3.2 45

15 5 24 24 30.5 28.4 0.9 45

15 5 25 1 28.3 20.6 0.0 45

15 5 25 2 27.6 21.9 2.5 312.5

15 5 25 3 27.4 23.9 0.0 312.5

15 5 25 4 26.5 40.9 0.0 312.5

15 5 25 5 28.6 43.6 0.0 312.5

15 5 25 6 30.9 38.1 0.0 312.5

15 5 25 7 31.2 26.9 0.0 67.5

15 5 25 8 33.5 25 0.0 312.5

15 5 25 9 36.1 26.1 0.0 225

15 5 25 10 38.5 27.6 0.0 337.5

15 5 25 11 39.6 28.9 1.3 225

15 5 25 12 40.2 29.1 1.2 312.5


15 5 25 13 40.5 27.1 0.0 315

15 5 25 14 41.3 26.1 2.6 212.5

15 5 25 15 40.6 25 1.4 315

15 5 25 16 39.5 24.9 1.2 315

15 5 25 17 38.6 23.4 1.6 275

15 5 25 18 37.4 25.6 0.0 157.5

15 5 25 19 36.2 26.9 0.0 157.5

15 5 25 20 34.2 27.1 0.0 157.5

15 5 25 21 33.9 28.9 0.0 157.5

15 5 25 22 33.1 29.1 1.5 270

15 5 25 23 31.3 30.6 1.3 270

15 5 25 24 30.7 31.6 4.2 225

15 5 26 1 29.4 17.9 0.0 112.5

15 5 26 2 28.5 19.2 0.8 270

15 5 26 3 27.3 23.5 0.0 247.5

15 5 26 4 26.4 26.5 0.0 270

15 5 26 5 27.9 28.1 3.2 46.8

15 5 26 6 28.5 20.9 1.8 320

15 5 26 7 31.4 19.4 1.4 315

15 5 26 8 34.3 18.3 1.7 220.7

15 5 26 9 36.2 16 0.0 360

15 5 26 10 37.5 13.2 1.3 223.5

15 5 26 11 38.6 10.8 0.0 135

15 5 26 12 39.5 9.4 0.6 216

15 5 26 13 40.8 15.6 0.3 45

15 5 26 14 41.3 16.9 0.9 211.2

15 5 26 15 40.2 10.2 1.4 270

15 5 26 16 39.8 9.1 1.6 312.5

15 5 26 17 39.2 6.3 0.0 157.5

15 5 26 18 38.9 19.2 0.0 157.5

15 5 26 19 38.6 20.9 0.0 90

15 5 26 20 35.8 23.4 0.7 67.5

15 5 26 21 34.6 26.9 0.4 157.5

15 5 26 22 33.2 26.1 0.5 337.5

15 5 26 23 32.6 27.1 0.0 22.5

15 5 26 24 31.5 28.6 1.2 292.5

15 5 27 1 30.2 30.2 0.0 135

15 5 27 2 29.6 31.6 0.0 157.5

15 5 27 3 28.9 32.9 0.0 90

15 5 27 4 27.1 36.3 2.5 312.5

15 5 27 5 27.3 38.1 3.2 46.8

15 5 27 6 28.5 32.1 1.8 222.5

15 5 27 7 28.7 30.9 0.7 230.1

15 5 27 8 30.4 29.1 1.2 49.7

15 5 27 9 31.5 27.2 0.0 270

15 5 27 10 32.6 25 0.4 45.2

15 5 27 11 33.5 22.8 0.0 90

15 5 27 12 35.6 20.9 1.5 270

15 5 27 13 37.2 18.7 0.0 45

15 5 27 14 40.9 16.5 1.3 315

15 5 27 15 39.8 15.2 0.0 312.5

15 5 27 16 38.7 8.8 0.0 312.5

15 5 27 17 36.8 13 0.6 43.8

15 5 27 18 35.6 16 0.9 56.7


15 5 27 19 34.5 19 1.2 270

15 5 27 20 33.6 23.1 0.0 337.5

15 5 27 21 32.4 26.9 1.5 226.3

15 5 27 22 31.5 28.1 1.2 225

15 5 27 23 30.8 32.1 0.0 270

15 5 27 24 30.2 33.9 0.0 337.5

15 5 28 1 31.6 30.2 0.0 45

15 5 28 2 31.2 31.6 1.3 235.4

15 5 28 3 30.4 32.9 0.0 90

15 5 28 4 28.2 36.3 1.3 46.9

15 5 28 5 29.3 38.1 0.7 157.5

15 5 28 6 30.2 32.1 1.6 270

15 5 28 7 31.5 30.9 0.5 270

15 5 28 8 33.6 29.1 1.1 247.5

15 5 28 9 34.8 27.2 1.0 45

15 5 28 10 35.4 25 0.9 235.4

15 5 28 11 36.3 22.8 0.3 45

15 5 28 12 37.5 20.9 0.6 45

15 5 28 13 38.2 18.7 0.0 157.5

15 5 28 14 39.6 16.5 0.0 315

15 5 28 15 42.2 15.2 0.0 157.5

15 5 28 16 42.4 10.7 1.3 312.5

15 5 28 17 39.5 13 0.0 315

15 5 28 18 38.7 16 0.0 315

15 5 28 19 37.4 19 0.0 360

15 5 28 20 36.9 23.1 2.3 260

15 5 28 21 35.4 26.9 1.6 270

15 5 28 22 33.6 28.1 0.0 315

15 5 28 23 31.2 32.1 0.0 46.2

15 5 28 24 30.5 33.9 1.2 247.5

15 5 29 1 28.3 29.1 0.0 53.2

15 5 29 2 27.6 28.6 0.9 75.5

15 5 29 3 27.4 26.1 0.0 90

15 5 29 4 26.5 29.1 1.6 90

15 5 29 5 28.6 30.6 1.0 230.6

15 5 29 6 30.9 28.1 1.2 216.4

15 5 29 7 31.2 26.8 0.8 22.5

15 5 29 8 33.5 25.1 0.0 22.5

15 5 29 9 36.1 22.3 0.0 360

15 5 29 10 38.5 21.6 2.2 230.2

15 5 29 11 39.6 20.9 2.3 225.6

15 5 29 12 40.2 19.3 0.4 48.3

15 5 29 13 40.5 18.2 0.0 45

15 5 29 14 41.3 17.3 0.6 67.5

15 5 29 15 41.6 15.1 0.0 90

15 5 29 16 40.5 13.2 0.0 56.2

15 5 29 17 39.6 11.4 1.3 157.5

15 5 29 18 37.4 15.6 2.2 360

15 5 29 19 36.2 16.9 1.3 225

15 5 29 20 34.2 17.3 2.6 270

15 5 29 21 33.9 18.2 1.3 312.5

15 5 29 22 33.1 19 3.2 225

15 5 29 23 31.3 20.9 2.2 360

15 5 29 24 30.7 21.3 0.0 112.5

Page 381


15 5 30 1 29.4 22.6 1.2 225

15 5 30 2 28.5 23.4 1.8 57.3

15 5 30 3 27.3 25.6 2.4 90

15 5 30 4 26.4 33.4 0.7 229.8

15 5 30 5 27.9 29.1 0.6 90

15 5 30 6 28.5 30.6 0.0 112.5

15 5 30 7 31.4 29.8 0.7 157.5

15 5 30 8 34.3 27.6 1.2 90

15 5 30 9 36.2 25.1 0.5 67.5

15 5 30 10 37.5 23.1 0.0 67.5

15 5 30 11 38.6 20.9 2.2 360

15 5 30 12 39.5 19.5 0.0 67.5

15 5 30 13 40.8 18.1 2.6 247.5

15 5 30 14 41.3 15.6 3.2 270

15 5 30 15 40.2 10.6 0.0 292.5

15 5 30 16 39.8 9.5 0.0 52.3

15 5 30 17 39.2 5.2 1.5 270

15 5 30 18 38.9 10.6 0.7 48.3

15 5 30 19 38.6 19.8 0.4 52.8

15 5 30 20 35.8 20.6 0.0 45

15 5 30 21 34.6 23.4 0.0 360

15 5 30 22 33.2 25.9 1.3 270

15 5 30 23 32.6 26.1 2.2 360

15 5 30 24 31.5 29.1 3.2 315

15 5 31 1 30.2 29.1 4.2 320

15 5 31 2 29.6 28.6 0.6 312

15 5 31 3 28.9 26.1 1.0 45

15 5 31 4 27.1 29.1 1.3 49.8

15 5 31 5 27.3 30.6 1.1 52.3

15 5 31 6 28.5 28.1 2.6 52.3

15 5 31 7 28.7 26.8 1.6 49.5

15 5 31 8 30.4 25.1 1.0 315

15 5 31 9 31.5 22.3 0.6 360

15 5 31 10 32.6 21.6 0.0 270

15 5 31 11 33.5 20.9 0.5 67.5

15 5 31 12 35.6 19.3 0.0 90

15 5 31 13 37.2 18.2 0.0 56.2

15 5 31 14 39.8 17.3 0.0 135

15 5 31 15 42.3 15.1 1.6 312.5

15 5 31 16 38.7 13.2 1.3 49.3

15 5 31 17 36.8 11.4 0.0 292.5

15 5 31 18 35.6 15.6 0.0 315

15 5 31 19 34.5 16.9 2.1 312.5

15 5 31 20 33.6 17.3 2.6 270

15 5 31 21 32.4 18.2 2.2 43

15 5 31 22 31.5 19 0.0 157.5

15 5 31 23 30.8 20.9 0.0 157.5

15 5 31 24 30.2 21.3 0.0 90

Page 382

AMBIENT AIR QUALITY LOCATION: SA1 PROJECT SITE (Unit µg/m

3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3) 00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS

PM2.5 SO2 NO2 SO2 NO2 SO2 NO2

01.03.2015 7.5 19.4 8.5 22.3 7.9 19.8 68.5 28.9 0.59 BDL

02.03.2015 7.7 18.9 8.7 25.3 8.2 19.2 69.7 30.5 0.63 BDL

08.03.2015 8.2 21.5 9.2 24.8 8.6 22.0 72.8 33.1 0.58 BDL

09.03.2015 7.6 21.6 9.3 23.6 7.9 21.9 68.1 32.8 0.66 BDL

15.03.2015 8.2 20.0 8.6 24.9 8.5 20.5 73.5 36.8 0.62 BDL

16.03.2015 7.9 22.3 9.5 23.0 8.4 22.6 69.5 34.7 0.53 BDL

22.03.2015 8.5 19.8 9.8 24.6 8.9 20.3 73.4 29.5 0.59 BDL

23.03.2015 7.9 21.5 8.6 26.3 8.3 21.9 75.9 33.6 0.62 BDL

29.03.2015 8.3 20.6 9.2 22.0 8.8 21.0 76.2 28.1 0.65 BDL

30.03.2015 8.8 19.3 9.8 23.5 9.2 19.6 72.5 30.2 0.59 BDL

05.04.2015 7.5 18.9 8.7 24.3 8.0 19.4 70.0 33.5 0.53 BDL

06.04.2015 7.7 22.3 9.5 25.6 8.2 22.7 69.4 34.8 0.62 BDL

12.04.2015 8.6 20.8 8.6 22.3 9.1 21.3 73.5 34.2 0.58 BDL

13.04.2015 8.0 21.9 8.9 26.1 8.4 22.3 74.6 35.9 0.64 BDL

19.04.2015 7.6 19.1 9.3 25.3 8.0 19.5 76.2 34.7 0.60 BDL

20.04.2015 7.9 21.3 9.8 23.5 8.3 21.7 72.3 29.0 0.53 BDL

26.04.2015 8.5 20.6 8.6 22.9 9.0 20.9 75.1 28.4 0.58 BDL

27.04.2015 8.3 21.8 8.9 25.8 8.8 22.3 74.6 33.0 0.60 BDL

03.05.2015 7.7 22.0 9.0 23.0 8.2 22.5 70.0 32.8 0.65 BDL

04.05.2015 8.3 22.3 8.6 24.6 8.7 22.7 69.2 34.7 0.53 BDL

10.05.2015 8.8 19.4 9.7 25.8 9.2 19.8 73.3 29.0 0.57 BDL

11.05.2015 7.6 20.6 8.5 24.1 8.0 20.9 71.9 31.4 0.65 BDL

17.05.2015 7.5 19.8 9.6 23.8 7.9 20.3 69.8 35.0 0.61 BDL

18.05.2015 7.7 20.6 9.7 24.6 8.2 20.9 75.1 33.4 0.56 BDL

24.05.2015 8.2 21.4 8.6 25.3 8.6 21.7 76.2 35.8 0.59 BDL

25.05.2015 8.3 22.0 9.2 26.3 8.9 20.5 71.5 36.4 0.62 BDL

SO2 NO2 PM10 PM2.5 CO

Max. 9.8 26.3 76.2 36.8 0.66

Min. 7.5 18.9 68.1 28.1 0.53

95%tile 9.7 25.8 76.2 36.3 0.65

98%tile 9.8 26.2 76.2 36.8 0.66

Page 383

AMBIENT AIR QUALITY

LOCATION: SA2 NIMBETI MINE SITE (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3) 00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


03.03.2015 7.5 20.6 9.0 23.4 8.0 20.9 72.3 30.2 0.56 BDL

04.03.2015 8.2 19.5 8.5 22.5 8.6 20.0 74.4 29.4 0.61 BDL

10.03.2015 7.6 18.4 9.3 24.9 7.9 18.9 81.0 38.1 0.54 BDL

11.03.2015 8.3 21.6 8.2 23.4 8.6 21.9 74.6 33.5 0.59 BDL

17.03.2015 7.3 22.0 9.2 21.7 7.7 22.5 75.8 36.4 0.52 BDL

18.03.2015 8.6 19.8 8.8 23.5 8.9 20.3 73.5 29.7 0.55 BDL

24.03.2015 8.2 21.6 9.0 25.4 8.7 21.9 75.8 37.1 0.60 BDL

25.03.2015 8.0 20.6 8.6 23.0 8.5 20.9 80.3 28.7 0.62 BDL

31.03.2015 7.2 21.9 9.2 24.7 7.7 22.3 71.0 35.9 0.54 BDL

01.04.2015 7.7 19.7 8.6 21.9 7.9 20.2 76.9 37.1 0.58 BDL

07.04.2015 8.3 20.0 9.6 23.6 8.6 20.4 77.2 29.7 0.60 BDL

08.04.2015 7.2 21.4 8.2 24.8 7.7 21.7 79.8 36.4 0.57 BDL

14.04.2015 8.5 19.6 8.8 25.0 9.0 19.9 77.1 34.8 0.53 BDL

15.04.2015 7.4 21.1 9.6 21.8 7.9 21.4 74.6 31.3 0.61 BDL

21.04.2015 8.1 20.6 9.3 22.5 8.6 20.9 72.1 29.5 0.58 BDL

22.04.2015 7.3 19.3 8.4 23.7 7.7 21.6 79.5 30.7 0.52 BDL

28.04.2015 8.6 21.9 9.1 24.1 8.9 22.3 70.1 38.0 0.59 BDL

29.04.2015 7.5 20.7 8.4 22.8 7.9 21.2 74.6 34.6 0.62 BDL

05.05.2015 8.0 21.6 9.0 23.2 8.5 21.9 73.8 37.5 0.55 BDL

06.05.2015 7.7 19.7 8.3 24.6 8.2 20.2 70.1 30.3 0.53 BDL

12.05.2015 8.2 20.8 9.4 25.0 8.6 21.2 73.5 29.4 0.61 BDL

13.05.2015 7.9 18.6 8.8 23.4 8.2 18.9 77.2 36.9 0.57 BDL

19.05.2015 7.2 20.4 9.3 22.3 7.6 20.9 76.1 38.1 0.62 BDL

20.05.2015 8.6 19.1 8.2 24.9 8.9 19.4 72.4 34.1 0.54 BDL

26.05.2015 7.9 21.3 9.1 21.7 8.2 21.6 80.2 33.5 0.59 BDL

27.05.2015 8.0 20.8 8.7 24.6 8.5 21.2 76.8 37.4 0.61 BDL

SO2 NO2 PM10 PM2.5 CO

Max. 9.6 25.4 81.0 38.1 0.62

Min. 7.2 18.4 70.1 28.7 0.52

95%tile 9.3 24.9 80.3 38.1 0.62

98%tile 9.5 25.0 80.7 38.1 0.62

AMBIENT AIR QUALITY

Page 384

LOCATION: SA3 Village Kundal (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3)

00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


05.03.2015 6.2 15.6 7.2 19.3 6.6 15.9 58.2 22.6 BDL BDL

06.03.2015 5.6 17.5 6.5 21.5 5.9 18.0 60.3 21.4 BDL BDL

12.03.2015 6.3 14.2 6.9 22.1 6.7 14.7 66.2 28.2 BDL BDL

13.03.2015 6.0 16.4 7.3 18.2 6.5 16.8 63.7 24.6 BDL BDL

19.03.2015 5.8 18.6 6.7 19.7 6.3 18.9 59.4 22.1 BDL BDL

20.03.2015 6.1 15.8 7.9 20.2 6.5 16.2 57.1 24.9 BDL BDL

26.03.2015 6.3 16.4 6.6 22.1 6.8 16.9 62.4 26.8 BDL BDL

27.03.2015 5.8 14.2 7.0 21.4 6.2 14.6 65.8 24.6 BDL BDL

02.04.2015 6.7 17.9 7.3 19.6 7.1 18.2 59.6 30.2 BDL BDL

03.04.2015 5.7 16.5 6.8 20.2 5.9 16.9 60.1 21.4 BDL BDL

09.04.2015 6.9 14.3 7.5 22.1 7.2 14.6 58.4 24.6 BDL BDL

10.04.2015 5.8 15.8 6.6 22.0 6.3 16.3 59.6 28.7 BDL BDL

16.04.2015 6.3 17.6 7.8 18.5 6.7 17.9 64.5 29.3 BDL BDL

17.04.2015 5.9 18.4 7.1 19.7 6.2 18.9 66.2 24.2 BDL BDL

23.04.2015 6.1 16.5 6.5 21.4 6.6 17.0 63.4 23.4 BDL BDL

24.04.2015 6.4 17.7 7.4 19.5 6.9 18.2 61.5 22.5 BDL BDL

30.04.2015 6.8 18.6 6.9 21.5 7.2 18.9 66.2 21.6 BDL BDL

01.05.2015 5.6 17.5 7.0 22.0 6.1 17.9 59.2 30.0 BDL BDL

07.05.2015 6.7 18.9 6.6 21.6 7.2 19.2 62.4 25.5 BDL BDL

08.05.2015 5.9 17.5 7.1 19.2 6.2 17.9 58.0 24.6 BDL BDL

14.05.2015 6.4 14.5 6.6 18.5 6.8 14.9 60.1 27.9 BDL BDL

15.05.2015 5.8 15.6 7.3 19.4 6.2 16.0 63.3 22.9 BDL BDL

21.05.2015 6.2 17.5 7.8 21.6 6.6 17.9 65.8 27.5 BDL BDL

22.05.2015 6.0 16.4 6.7 22.1 6.5 16.8 61.3 29.0 BDL BDL

28.05.2015 5.7 14.2 7.0 20.4 6.2 14.6 59.7 27.6 BDL BDL

29.05.2015 6.6 16.8 6.8 18.9 6.9 17.2 63.4 25.3 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 7.9 22.1 66.2 30.2

Min. 5.6 14.2 57.1 21.4

95%tile 7.4 22.0 66.2 29.8

98%tile 7.8 22.1 66.2 30.1

Page 385

AMBIENT AIR QUALITY

LOCATION: SA4 sampling station at 500 M (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3)

00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


01.03.2015 6.9 19.6 8.3 22.1 7.2 20.1 66.1 28.6 BDL BDL

02.03.2015 7.1 21.9 9.1 21.5 7.5 22.3 68.2 26.1 BDL BDL

08.03.2015 8.0 20.0 7.8 24.6 8.5 20.4 70.5 28.1 BDL BDL

09.03.2015 7.3 18.0 8.2 22.8 7.6 18.5 75.1 33.5 BDL BDL

15.03.2015 6.4 18.3 8.5 24.8 6.9 18.7 73.9 35.8 BDL BDL

16.03.2015 7.2 19.5 7.9 23.5 7.7 19.9 67.7 27.4 BDL BDL

22.03.2015 6.9 20.6 9.3 21.3 7.2 21.0 73.2 36.2 BDL BDL

23.03.2015 7.0 21.1 8.6 22.8 7.5 21.6 68.5 32.5 BDL BDL

29.03.2015 7.5 18.6 8.0 23.8 8.0 18.9 70.3 27.7 BDL BDL

30.03.2015 8.0 19.2 9.2 21.6 8.5 19.6 66.8 30.4 BDL BDL

05.04.2015 6.8 18.3 8.4 24.0 7.2 18.7 74.2 31.6 BDL BDL

06.04.2015 6.4 20.4 7.8 22.8 6.8 20.9 73.1 33.9 BDL BDL

12.04.2015 7.3 19.9 8.2 21.6 7.7 20.3 70.0 34.1 BDL BDL

13.04.2015 6.8 21.0 8.1 22.7 7.2 21.4 74.4 31.1 BDL BDL

19.04.2015 7.1 19.6 7.8 22.0 7.6 20.0 69.0 33.5 BDL BDL

20.04.2015 7.9 20.3 9.0 24.8 8.2 20.7 75.0 34.9 BDL BDL

26.04.2015 6.5 19.7 9.1 22.6 6.9 20.2 71.6 36.0 BDL BDL

27.04.2015 7.4 20.3 8.5 23.4 7.8 20.6 75.1 29.5 BDL BDL

03.05.2015 6.9 21.0 8.3 21.9 7.2 21.3 72.3 27.4 BDL BDL

04.05.2015 7.0 22.3 8.6 22.5 7.5 22.7 75.0 28.6 BDL BDL

10.05.2015 6.6 18.1 9.0 24.8 6.9 18.6 71.6 30.0 BDL BDL

11.05.2015 7.4 19.6 7.9 24.0 7.9 19.9 72.3 31.2 BDL BDL

17.05.2015 7.7 21.2 8.6 23.7 8.2 21.6 74.9 35.4 BDL BDL

18.05.2015 6.6 21.6 8.8 21.9 6.9 21.9 66.9 36.2 BDL BDL

24.05.2015 8.0 19.7 7.9 22.0 8.5 20.2 73.3 26.1 BDL BDL

25.05.2015 7.5 20.8 9.3 24.3 8.0 21.3 74.9 28.7 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 9.3 24.8 75.1 36.2

Min. 6.4 18.0 66.1 26.1

95%tile 9.1 24.4 75.1 36.2

98%tile 9.3 24.8 75.1 36.2

Page 386

AMBIENT AIR QUALITY

LOCATION: SA5 VILLAGE Kanyakheri (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3)

00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


03.03.2015 7.2 20.6 8.3 23.5 7.6 20.9 68.6 30.2 BDL BDL

04.03.2015 6.6 19.1 9.5 25.2 6.9 19.5 72.5 33.6 BDL BDL

10.03.2015 8.0 18.6 7.7 21.6 8.5 18.9 65.8 34.5 BDL BDL

11.03.2015 7.3 22.0 8.2 22.5 7.7 22.5 72.6 28.8 BDL BDL

17.03.2015 6.9 21.5 9.0 19.9 7.2 21.9 73.5 25.8 BDL BDL

18.03.2015 7.5 19.2 8.6 20.7 7.9 19.6 74.2 33.4 BDL BDL

24.03.2015 6.8 20.3 7.9 21.4 7.2 20.7 66.0 35.8 BDL BDL

25.03.2015 7.2 21.7 8.0 18.9 7.5 22.1 68.9 28.9 BDL BDL

31.03.2015 8.0 22.0 8.5 20.8 8.4 22.4 69.3 26.8 BDL BDL

01.04.2015 7.8 19.3 9.1 22.0 8.3 19.7 70.1 34.1 BDL BDL

07.04.2015 6.6 20.4 9.5 19.7 6.9 20.6 73.5 27.6 BDL BDL

08.04.2015 7.0 19.6 8.6 20.6 7.5 19.9 69.3 29.8 BDL BDL

14.04.2015 6.9 21.7 7.9 21.9 7.2 21.7 72.4 30.0 BDL BDL

15.04.2015 7.5 22.0 8.3 21.1 7.9 22.4 74.0 31.2 BDL BDL

21.04.2015 7.2 18.6 8.0 18.8 7.6 18.9 65.9 35.0 BDL BDL

22.04.2015 8.0 19.3 9.3 19.2 8.4 19.6 74.2 26.8 BDL BDL

28.04.2015 6.7 20.9 7.8 20.6 7.2 20.9 73.0 31.6 BDL BDL

29.04.2015 7.0 21.3 9.5 18.9 7.4 21.6 70.6 27.8 BDL BDL

05.05.2015 6.9 22.0 8.2 20.5 7.3 22.5 68.2 30.1 BDL BDL

06.05.2015 7.3 18.9 8.6 19.7 7.7 19.3 69.4 35.4 BDL BDL

12.05.2015 7.5 19.7 9.1 20.2 8.0 20.3 66.6 28.6 BDL BDL

13.05.2015 6.7 18.6 8.3 22.0 6.9 18.9 65.8 30.4 BDL BDL

19.05.2015 7.3 20.1 7.6 19.8 7.2 20.5 74.0 33.5 BDL BDL

20.05.2015 7.9 21.8 8.8 21.6 8.2 22.2 72.2 28.4 BDL BDL

26.05.2015 8.0 19.0 9.2 18.6 8.4 19.5 69.3 26.0 BDL BDL

27.05.2015 7.3 21.3 8.3 19.5 7.7 21.6 71.0 28.3 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 9.5 25.2 74.2 35.8

Min. 6.6 18.6 65.8 25.8

95%tile 9.2 22.5 74.2 35.3

98%tile 9.5 23.0 74.2 35.6

Page 387

AMBIENT AIR QUALITY

LOCATION: SA6 village Ganeshpura (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3)

00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


05.03.2015 6.3 19.5 7.1 20.7 6.8 20.0 58.1 26.5 BDL BDL

06.03.2015 5.6 20.7 8.5 23.5 5.9 21.2 63.5 31.6 BDL BDL

12.03.2015 7.0 17.2 6.7 24.1 7.4 17.6 64.8 23.5 BDL BDL

13.03.2015 6.9 19.6 7.8 20.6 7.4 19.9 66.4 25.6 BDL BDL

19.03.2015 5.7 21.0 7.5 21.5 5.9 21.5 59.0 28.9 BDL BDL

20.03.2015 6.0 18.3 8.1 23.6 6.5 18.8 60.1 30.2 BDL BDL

26.03.2015 6.8 17.5 6.9 21.4 7.2 18.0 63.4 31.6 BDL BDL

27.03.2015 5.9 19.8 7.0 20.9 6.2 20.1 65.4 27.8 BDL BDL

02.04.2015 6.1 20.3 8.3 24.5 6.5 20.6 68.2 30.3 BDL BDL

03.04.2015 5.8 18.2 6.9 23.5 6.2 18.5 66.9 24.6 BDL BDL

09.04.2015 6.3 19.3 8.5 21.6 6.6 19.6 58.1 25.1 BDL BDL

10.04.2015 7.0 20.0 6.7 20.4 7.5 20.5 64.2 24.6 BDL BDL

16.04.2015 6.5 21.0 7.5 22.2 7.0 21.6 66.5 29.3 BDL BDL

17.04.2015 5.6 18.5 7.0 24.0 5.9 18.9 65.4 31.0 BDL BDL

23.04.2015 6.0 17.3 8.3 21.6 6.5 17.6 67.8 25.8 BDL BDL

24.04.2015 5.9 18.5 6.9 22.4 6.3 19.0 67.7 24.6 BDL BDL

30.04.2015 7.0 20.1 8.2 24.0 7.4 21.5 66.5 31.3 BDL BDL

01.05.2015 6.6 21.0 7.6 18.0 6.9 21.5 64.3 28.5 BDL BDL

07.05.2015 5.9 18.5 6.9 18.5 6.3 19.0 63.4 23.6 BDL BDL

08.05.2015 6.3 20.4 7.1 19.3 6.7 20.9 60.0 27.7 BDL BDL

14.05.2015 6.7 21.6 7.9 21.6 7.2 21.9 59.3 30.1 BDL BDL

15.05.2015 5.8 19.6 8.0 22.7 6.2 20.0 61.2 24.6 BDL BDL

21.05.2015 6.0 17.3 7.0 23.8 6.4 17.7 66.9 23.8 BDL BDL

22.05.2015 5.8 20.2 8.1 24.0 6.2 20.6 68.2 31.5 BDL BDL

28.05.2015 8.0 18.6 7.6 21.6 8.5 19.0 61.2 32.2 BDL BDL

29.05.2015 7.4 20.3 7.9 22.9 7.9 20.7 59.3 29.1 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 8.5 24.5 68.2 32.2

Min. 5.6 17.2 58.1 23.5

95%tile 8.3 24.0 68.1 31.6

98%tile 8.5 24.1 68.2 31.9

Page 388

AMBIENT AIR QUALITY

LOCATION: SA7PATAN (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3)

00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


01.03.2015 5.9 17.6 7.2 20.5 6.3 18.0 59.3 23.5 BDL BDL

02.03.2015 6.1 18.2 8.0 19.7 6.6 18.7 60.1 29.6 BDL BDL

08.03.2015 5.8 16.8 6.7 22.4 6.2 17.4 57.0 30.3 BDL BDL

09.03.2015 7.0 20.0 7.0 20.3 7.4 20.5 67.1 25.4 BDL BDL

15.03.2015 6.5 18.5 8.2 23.1 7.0 18.9 59.5 22.9 BDL BDL

16.03.2015 5.5 17.3 6.9 19.8 6.1 17.6 58.2 24.7 BDL BDL

22.03.2015 6.3 19.5 7.3 21.5 6.7 20.0 57.6 28.2 BDL BDL

23.03.2015 6.9 17.1 7.5 23.0 7.3 17.5 62.4 29.5 BDL BDL

29.03.2015 5.7 20.0 6.7 22.4 6.1 20.4 65.8 23.4 BDL BDL

30.03.2015 7.0 18.9 8.0 20.6 7.5 19.3 66.6 25.6 BDL BDL

05.04.2015 5.6 17.6 6.8 22.2 5.9 17.9 62.2 24.8 BDL BDL

06.04.2015 6.3 18.7 7.2 23.1 6.8 19.2 64.1 27.7 BDL BDL

12.04.2015 6.1 16.8 8.2 20.8 6.5 17.2 63.3 24.3 BDL BDL

13.04.2015 5.9 17.9 6.9 19.7 6.2 18.3 65.4 26.1 BDL BDL

19.04.2015 6.5 19.3 7.2 21.6 7.0 19.7 67.1 27.9 BDL BDL

20.04.2015 7.0 17.5 7.5 20.4 7.5 17.9 58.5 30.1 BDL BDL

26.04.2015 5.7 18.2 8.0 23.0 6.1 18.6 59.2 23.0 BDL BDL

27.04.2015 6.8 19.0 6.8 22.3 7.2 19.5 60.6 25.3 BDL BDL

03.05.2015 6.0 16.9 7.1 20.7 6.5 17.3 62.1 28.4 BDL BDL

04.05.2015 5.8 18.7 7.9 19.9 6.2 19.0 62.0 24.1 BDL BDL

10.05.2015 6.3 17.2 6.7 20.1 6.6 17.6 64.2 28.9 BDL BDL

11.05.2015 7.0 19.0 7.0 21.3 7.4 19.3 57.9 29.0 BDL BDL

17.05.2015 5.9 16.8 8.0 23.0 6.3 17.2 59.4 22.9 BDL BDL

18.05.2015 5.5 18.6 7.5 21.6 5.9 19.0 59.7 24.6 BDL BDL

24.05.2015 6.4 20.0 7.8 19.9 6.8 20.4 61.1 25.0 BDL BDL

25.05.2015 6.9 17.6 6.7 20.5 7.2 17.9 57.0 27.3 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 8.2 23.1 67.1 30.3

Min. 5.5 16.8 57.0 22.9

95%tile 8.0 23.0 67.0 30.0

98%tile 8.1 23.1 67.1 30.2

Page 389

AMBIENT AIR QUALITY

LOCATION: SA8VILLAGE DEVGARH (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3) 00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


03.03.2015 6.2 18.5 6.9 21.6 6.7 19.0 59.2 24.5 BDL BDL

04.03.2015 5.8 20.1 8.0 23.4 6.2 20.5 57.6 30.6 BDL BDL

10.03.2015 6.9 16.8 7.3 22.8 7.3 17.2 65.4 32.1 BDL BDL

11.03.2015 5.8 18.6 8.5 20.2 6.2 19.0 68.4 24.5 BDL BDL

17.03.2015 7.1 16.0 7.3 19.8 7.5 16.5 59.0 23.6 BDL BDL

18.03.2015 6.2 19.8 8.1 24.0 6.7 20.2 61.5 26.2 BDL BDL

24.03.2015 5.8 20.0 7.2 23.7 6.2 20.4 65.0 28.6 BDL BDL

25.03.2015 6.5 15.5 8.4 22.6 7.0 16.0 63.4 30.4 BDL BDL

31.03.2015 5.9 19.2 6.9 20.1 6.2 19.7 66.6 31.7 BDL BDL

01.04.2015 6.3 17.3 7.6 21.3 6.7 17.8 60.1 24.6 BDL BDL

07.04.2015 5.8 16.7 7.8 22.5 6.2 17.1 59.9 23.6 BDL BDL

08.04.2015 6.1 18.5 6.4 24.8 6.5 19.0 61.4 30.9 BDL BDL

14.04.2015 7.0 16.4 8.0 22.7 7.4 16.8 64.2 31.4 BDL BDL

15.04.2015 6.5 19.6 8.2 23.4 7.0 20.2 63.0 25.8 BDL BDL

21.04.2015 5.9 20.0 7.3 19.9 6.2 20.5 67.4 24.6 BDL BDL

22.04.2015 6.0 15.9 8.1 22.4 6.3 16.3 64.3 26.0 BDL BDL

28.04.2015 6.7 17.6 7.6 23.9 7.2 18.0 58.5 24.3 BDL BDL

29.04.2015 7.1 19.8 6.9 21.1 7.5 20.2 68.4 27.8 BDL BDL

05.05.2015 5.8 17.3 8.5 20.6 6.2 17.7 57.6 29.3 BDL BDL

06.05.2015 7.0 16.0 7.7 19.8 7.4 16.5 61.3 30.4 BDL BDL

12.05.2015 6.1 17.3 7.2 20.3 6.6 17.6 65.8 32.0 BDL BDL

13.05.2015 5.8 18.5 6.9 23.2 6.2 19.0 60.4 31.4 BDL BDL

19.05.2015 6.3 19.8 8.2 24.8 6.7 20.2 59.8 28.7 BDL BDL

20.05.2015 6.7 20.0 7.9 19.9 7.2 20.5 62.7 24.8 BDL BDL

26.05.2015 7.1 16.4 8.5 21.4 7.5 16.9 66.3 26.7 BDL BDL

27.05.2015 6.0 15.5 7.7 22.8 6.4 16.1 68.0 28.6 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 8.5 24.8 68.4 32.1

Min. 5.8 15.5 57.6 23.6

95%tile 8.2 23.7 68.3 31.9

98%tile 8.5 24.4 68.4 32.1

Page 390

AMBIENT AIR QUALITY

LOCATION: SA9 VILLAGE RAS (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3) 00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


05.03.2015 6.2 16.9 7.6 20.5 6.8 17.3 65.9 28.6 BDL BDL

06.03.2015 5.8 18.5 8.5 24.6 6.2 19.0 63.1 34.2 BDL BDL

12.03.2015 7.0 20.1 9.0 22.7 7.5 20.5 63.4 25.9 BDL BDL

13.03.2015 6.5 18.6 7.9 25.1 7.0 18.9 73.1 28.6 BDL BDL

19.03.2015 5.9 17.4 8.1 21.8 6.2 17.9 66.5 25.1 BDL BDL

20.03.2015 6.2 19.0 7.2 23.5 6.7 19.4 68.4 34.2 BDL BDL

26.03.2015 7.2 16.2 8.3 22.3 7.5 16.7 69.1 29.5 BDL BDL

27.03.2015 5.8 18.5 8.8 20.0 6.2 18.9 70.0 26.2 BDL BDL

02.04.2015 7.5 19.7 7.6 21.7 8.0 20.1 71.6 28.4 BDL BDL

03.04.2015 6.3 20.0 8.0 23.6 6.8 20.4 72.9 30.1 BDL BDL

09.04.2015 6.1 16.9 9.0 24.5 6.5 17.4 68.2 33.5 BDL BDL

10.04.2015 5.9 18.6 8.8 23.8 6.2 18.9 64.1 25.1 BDL BDL

16.04.2015 7.2 20.1 7.6 22.9 7.5 20.5 63.2 28.9 BDL BDL

17.04.2015 6.5 18.5 7.3 25.0 7.0 19.0 70.2 26.6 BDL BDL

23.04.2015 5.9 16.8 8.6 20.9 6.2 17.2 73.1 28.4 BDL BDL

24.04.2015 6.3 17.9 9.0 23.5 6.7 18.2 66.3 26.5 BDL BDL

30.04.2015 7.2 19.1 7.3 24.6 7.5 19.4 63.1 25.6 BDL BDL

01.05.2015 6.6 20.0 8.0 22.2 6.9 20.4 67.7 28.5 BDL BDL

07.05.2015 5.9 18.6 8.2 25.0 6.2 19.0 69.0 25.1 BDL BDL

08.05.2015 6.3 19.5 7.9 24.7 6.7 19.9 72.5 30.0 BDL BDL

14.05.2015 6.8 20.1 9.0 23.6 7.3 20.5 70.8 32.6 BDL BDL

15.05.2015 7.2 17.8 8.5 24.5 7.6 18.3 72.2 34.2 BDL BDL

21.05.2015 7.0 19.7 8.8 22.8 7.5 20.2 65.4 31.6 BDL BDL

22.05.2015 6.4 20.0 7.6 25.0 7.0 20.4 69.9 25.6 BDL BDL

28.05.2015 7.5 16.8 7.2 24.0 8.0 17.2 70.2 27.7 BDL BDL

29.05.2015 6.4 18.5 8.7 23.7 6.9 19.0 71.6 28.0 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 9.0 25.1 73.1 34.2

Min. 5.8 16.2 63.1 25.1

95%tile 8.8 24.8 73.1 34.2

98%tile 9.0 25.0 73.1 34.2

Page 391

AMBIENT AIR QUALITY

LOCATION: SA10 VILLAGE NIMBETI (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3) 00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


01.03.2015 6.2 16.9 7.5 21.5 6.7 17.3 60.2 29.3 BDL BDL

02.03.2015 7.0 18.5 8.2 24.9 7.4 19.0 63.5 26.5 BDL BDL

08.03.2015 5.6 20.0 6.7 19.7 5.9 20.4 68.1 24.2 BDL BDL

09.03.2015 5.9 15.8 7.2 20.1 7.0 16.2 58.2 32.1 BDL BDL

15.03.2015 6.7 17.6 8.8 22.3 7.2 17.9 61.5 26.8 BDL BDL

16.03.2015 5.8 16.2 8.0 24.5 6.2 16.7 63.8 24.6 BDL BDL

22.03.2015 6.0 15.8 7.5 24.9 6.5 16.3 66.7 25.3 BDL BDL

23.03.2015 6.8 18.2 6.8 23.3 7.2 18.6 68.0 28.9 BDL BDL

29.03.2015 5.7 19.6 7.3 24.6 6.3 20.0 61.5 29.3 BDL BDL

30.03.2015 6.3 17.5 8.2 19.7 6.8 17.9 59.6 27.8 BDL BDL

05.04.2015 6.9 16.8 8.5 20.3 7.2 17.2 58.2 24.8 BDL BDL

06.04.2015 5.8 17.6 6.9 24.6 6.1 17.9 64.4 25.9 BDL BDL

12.04.2015 6.1 19.5 7.0 22.8 6.3 20.0 65.5 30.1 BDL BDL

13.04.2015 7.0 20.0 7.6 21.3 7.4 20.4 68.1 32.0 BDL BDL

19.04.2015 6.5 17.7 8.0 20.5 6.9 18.3 62.0 25.8 BDL BDL

20.04.2015 5.9 16.3 6.9 22.6 6.3 16.7 64.7 24.7 BDL BDL

26.04.2015 6.2 18.5 7.3 24.8 6.6 19.0 65.1 28.8 BDL BDL

27.04.2015 6.6 16.2 8.7 21.6 6.9 16.6 59.3 31.5 BDL BDL

03.05.2015 7.0 17.6 7.5 21.3 7.4 17.9 60.4 30.1 BDL BDL

04.05.2015 6.8 19.5 7.9 22.5 7.2 20.0 67.0 28.9 BDL BDL

10.05.2015 5.9 17.4 8.2 24.6 6.2 17.9 64.9 25.0 BDL BDL

11.05.2015 6.3 16.5 8.0 19.7 6.6 17.0 58.6 30.3 BDL BDL

17.05.2015 7.0 18.0 8.8 23.6 7.4 18.5 62.4 31.7 BDL BDL

18.05.2015 6.5 15.8 7.6 22.5 7.0 16.2 63.8 28.5 BDL BDL

24.05.2015 6.7 16.4 6.7 24.6 6.9 16.9 66.6 30.4 BDL BDL

25.05.2015 5.6 19.3 7.2 22.5 5.9 19.7 67.0 30.6 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 8.8 24.9 68.1 32.1

Min. 5.6 15.8 58.2 24.2

95%tile 8.3 24.6 68.1 31.9

98%tile 8.8 24.9 68.1 32.1

Page 392

AMBIENT AIR QUALITY

LOCATION: SA11 NEAR RESERVE FOREST (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/ m

3)

HC

(mg/ m3) 00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


03.03.2015 5.5 14.8 6.4 18.6 5.9 15.3 59.1 21.4 BDL BDL

04.03.2015 6.2 16.5 7.0 17.7 6.7 17.0 62.5 26.5 BDL BDL

10.03.2015 5.2 18.0 6.3 20.1 5.6 18.5 56.2 20.6 BDL BDL

11.03.2015 6.3 15.6 7.1 21.0 6.8 15.9 60.8 22.4 BDL BDL

17.03.2015 5.6 16.2 6.5 18.5 5.9 16.7 59.4 25.2 BDL BDL

18.03.2015 6.0 17.6 6.8 17.7 6.5 17.9 61.3 22.6 BDL BDL

24.03.2015 5.7 18.0 7.0 18.2 6.0 18.4 58.4 24.5 BDL BDL

25.03.2015 6.3 16.2 6.2 19.6 6.7 16.5 64.1 28.1 BDL BDL

31.03.2015 5.7 14.9 6.9 17.3 6.1 15.3 61.7 21.4 BDL BDL

01.04.2015 6.0 16.0 7.1 20.9 6.4 16.4 56.9 23.7 BDL BDL

07.04.2015 5.6 17.6 6.3 21.0 5.9 17.9 60.3 25.4 BDL BDL

08.04.2015 5.9 18.3 6.0 17.9 6.2 18.5 57.4 21.9 BDL BDL

14.04.2015 6.1 15.5 7.0 18.4 6.5 16.0 61.5 26.2 BDL BDL

15.04.2015 5.9 16.2 6.2 19.3 6.3 16.7 59.2 24.1 BDL BDL

21.04.2015 6.3 18.0 6.8 21.0 6.7 18.4 63.1 28.1 BDL BDL

22.04.2015 5.3 14.9 6.6 18.6 5.8 15.3 58.7 21.3 BDL BDL

28.04.2015 6.2 16.3 6.0 17.7 6.6 16.7 60.8 24.8 BDL BDL

29.04.2015 5.5 15.8 7.0 19.1 5.9 16.3 63.6 22.5 BDL BDL

05.05.2015 5.3 19.4 6.5 20.3 6.2 19.8 59.1 25.3 BDL BDL

06.05.2015 5.7 16.2 6.1 19.2 6.2 16.6 60.2 23.7 BDL BDL

12.05.2015 6.0 17.3 7.1 20.0 6.5 17.6 63.1 28.1 BDL BDL

13.05.2015 5.6 15.5 6.3 18.4 5.9 16.0 59.3 26.9 BDL BDL

19.05.2015 6.3 14.8 6.7 20.3 6.8 15.3 56.5 24.5 BDL BDL

20.05.2015 5.2 17.6 7.0 21.0 5.7 17.9 60.4 21.7 BDL BDL

26.05.2015 5.5 15.2 6.8 17.9 5.9 15.6 57.5 26.5 BDL BDL

27.05.2015 6.1 16.1 6.3 19.5 6.5 16.4 61.2 23.4 BDL BDL

SO2 NO PM10 PM2.5

Max. 7.1 21.0 64.1 28.1

Min. 5.2 14.8 56.2 20.6

95%tile 7.0 20.9 63.5 28.1

98%tile 7.1 21.0 63.9 28.1

Page 393

AMBIENT AIR QUALITY

LOCATION: SA12 VILLAGE BHIMGARH (Unit µg/m3)

DATE OF

MONITORING

CLOCK HOURS CO

(mg/

m3)

HC

(mg/ m3) 00 – 08 08 – 16 16-24 24

HOURS

PM10

24

HOURS


05.03.2015 6.1 18.6 8.5 22.5 6.4 19.0 70.6 30.2 BDL BDL

06.03.2015 5.9 17.8 9.0 25.1 6.3 18.3 67.3 29.4 BDL BDL

12.03.2015 7.0 21.2 7.3 21.0 7.4 21.4 74.1 32.5 BDL BDL

13.03.2015 6.2 18.6 7.9 22.5 6.5 19.0 69.5 34.1 BDL BDL

19.03.2015 7.1 20.5 8.1 25.1 7.6 20.9 64.2 28.1 BDL BDL

20.03.2015 6.3 19.6 8.8 22.8 6.7 19.9 72.8 33.6 BDL BDL

26.03.2015 5.9 21.0 7.7 23.5 6.3 21.4 69.2 29.4 BDL BDL

27.03.2015 6.5 18.3 7.0 25.1 7.0 18.8 73.5 35.1 BDL BDL

02.04.2015 6.0 17.9 8.6 21.0 6.5 18.2 65.6 32.6 BDL BDL

03.04.2015 7.1 20.5 7.1 22.6 7.4 20.9 72.9 29.5 BDL BDL

09.04.2015 6.7 19.0 8.6 23.4 7.1 19.5 67.4 31.7 BDL BDL

10.04.2015 6.0 19.6 7.5 24.9 6.4 19.9 65.9 33.4 BDL BDL

16.04.2015 5.9 18.2 8.2 25.0 6.2 18.6 69.5 32.2 BDL BDL

17.04.2015 6.5 19.5 9.0 21.0 6.9 19.9 71.3 35.1 BDL BDL

23.04.2015 6.7 20.3 7.4 22.6 7.2 20.7 73.2 33.6 BDL BDL

24.04.2015 6.1 18.2 7.8 24.6 6.5 18.6 68.5 29.4 BDL BDL

30.04.2015 6.6 21.2 7.3 22.8 6.9 21.6 66.4 28.3 BDL BDL

01.05.2015 7.0 17.8 8.9 24.7 7.4 18.3 64.9 31.8 BDL BDL

07.05.2015 6.3 20.3 7.5 25.1 6.8 20.7 67.3 33.6 BDL BDL

08.05.2015 6.7 22.0 8.6 21.4 6.9 22.5 70.2 35.0 BDL BDL

14.05.2015 6.9 18.4 7.9 22.8 7.3 18.9 68.6 29.4 BDL BDL

15.05.2015 7.3 19.6 8.0 23.4 7.8 20.0 65.4 32.3 BDL BDL

21.05.2015 6.9 20.7 7.6 24.7 7.3 21.3 71.5 34.9 BDL BDL

22.05.2015 7.2 18.6 7.4 23.6 7.7 18.9 73.3 33.8 BDL BDL

28.05.2015 5.9 19.7 8.3 22.4 6.3 20.2 69.8 30.4 BDL BDL

29.05.2015 6.8 20.4 9.0 21.3 7.3 24.9 71.2 29.5 BDL BDL

SO2 NO2 PM10 PM2.5

Max. 9.0 25.1 74.1 35.1

Min. 5.9 17.8 64.2 28.1

95%tile 8.8 25.0 73.5 35.1

98%tile 9.0 25.1 73.8 35.1

Page 394

A Note on Polluted River Stretches Identified by CPCB / MoEFCC in Rajasthan Region of India

Introduction

Central Pollution Control Board (CPCB) has established a network of monitoring locations on aquatic resources

across the country. For identification of the water bodies or their parts where water quality is at variance with

water quality criteria, it was felt important to measure water quality of that water body or its part.

Subsequently, through a wide network of water quality monitoring, water quality data are acquired. The data

thus obtained was analyzed statistically and compared with the water quality criteria with respect to BOD.

Criteria for Prioritization

The water quality data is analyzed and monitoring locations exceeding the water quality criteria are identified

as polluted locations with respect to risk. The degree of violation is w.r.t water quality criteria for drinking

water source with conventional treatment with respect to BOD. The polluted locations in a continuous

sequence are defined as Polluted River Stretches and categorized in five priority classes based on the

concentration of Biochemical Oxygen Demand (BOD) in mg/l as:

BOD level (mg/l.) Priority Class

Greater than 30 I

20 - 30 II

10 - 20 III

6 - 10 IV

3 - 6 V

Proposed Expansion of Integrated Cement Plant is located near Village: Ras, Tehsil: Jaitaran, District: Pali

(Rajasthan). Water Quality of rivers in Rajasthan is measured at 17 locations on 11 rivers and among them 14

locations is non-complying to the Water Quality Criteria mentioned above with respect to BOD. These 14

locations are on 8 rivers. The names of polluted rivers are Banas, Chambal, Chappi, Ghaggar, Kali Sindh,

Paravati, Jawai and Ujad. These eight rivers are identified under Priority classes as:

State Priority I Priority II Priority III Priority IV Priority V Total

Rajasthan 1 1 1 - 5 8

River (s) / Water Body within 10 km radius vicinity of the plant are:

1. Lilri River at an approx. distance of 2.0 km in North direction

2. Sukri River at an approx. distance of 8.0 Km in SSW direction

Lilri River is the main tributary of Guhiya River which originates in the hillocks near villages Khariyaniv and

Tharasani in Pali district and is not identified as polluted as per standards set by CPCB.

However, River Sukri comes into origin after confluence of Khari and Jawai River. Jawai River has been

identified as one of the eight Polluted Rivers, though the polluted stretch of the Jawai River as mentioned

below is falling at large distance from the project site.

Page 395

River Name Stretch identified BOD Range/

Max Value

Priority Towns identified

Jawai Jawai Dam Sena to

Galthani (approx. 10 Km of

Stretch)

3.4 V Sena, Galthani

The stretch of Jawai River is depicted below and does not fall within the vicinity of Proposed Expansion project

and is shown in figure given below:

Hence, it could be concluded that Plant site does not fall near to polluted stretch of River identified by the

CPCB / MoEFCC.

Reference:

a. “Monitoring of Indian National Aquatic Resources Series: MINARS/37 /2014-15” dated February 2015 of Central Pollution Control Board

(CPCB)

b. “Hydrology and Water Resources of India by Sharad K. Jain, Pushpendra K. Agarwal, Vijay”

Page 396

Page 397

Page 398

Form No. 19Prescribed Under Rule 14

(In respect of persons employed in occupations declared to be dangerous operations under section 87)

Name of Certifying Surgeon:

(1) Serial No.

(2) Deptt. & E.Code No. ~~.e~ p~ ']"'\ e.d/\,~~./\A,,()G-P

(3) Name of Employee M 'i'TND:J l.zo M~tl2...

(4) Sex : Male

«< (5) Age (on last birthday) 20 ~I'-:f'

(6) Date of employment on Present work: OS' NDv - UYD.3

(7) Date of leaving or transfer to other work:

(8) Reason of leaving transfer or other work:

(9) Name of job or occupation 1'1f' Q..~ '~oJ /~t:v

(10) Raw material or by product handled.

Investigations Result Normal Value

>- Blood Sugar:- {R} qQ. 6 70 -170 mg %

>- S. Cholesterol /30, ')- 130 -250 mg %

>- HDL Cholesterol l("2- r-: ')- 30 - 85 mg %

>- Triglyceride I l 6 r 8 30 - 150 mg %

>- LDL Up to 150mg%

>- VLDL Up to 50 mg %

>- URINE(R/M)

Blood Group: 0+-

Date: 3D I 0 I /2oC1,

~Signature of Employee

Mobile no. ~214~B2>Email ID: n\01"\o;'\<MY\DvL@)..5~ UcJ,{e1A,

Name of HOD: R' \< . B(2n~;6oJ.

Page 399

(11 ) Details of Medical Examination

(a) Pulse •.t~)~(b)

BP ~ Ii0~ """'"r;(c) RS '--N~

(d) CVS

(e) CNS

~j~(f) P/Abd.

Ht -- \1--0

Wt -- ::}-o

Cms (Without Shoe)

Kgs (With Clothes)BMI.. .'?.l:/.: b .

Chest - Full exp - '2J r Cms.

Full insp -:=:>0 Cms.

Abd -- :J 0 Cms.

Eye - R --

L-",;',,' ~

'(wlth'~lass I witb.OOtglass)

(g) Colour blindness :-

(h) Locomotor System:- ~~

(i) Spirometry Ear --

U) X-Ray

(k)

(I)

ECG

~.Smoker/N onsmoker

(m) Rig~nderiLeft Hander

(n) Height phobia e-r- J\1 ().--

(12) If suspended from work, State

Period of suspension with Detailed reasons.

(13) Re certified fit to resume duty on (with

Signature of certifying Surgeon)

(14) If certificate of Unfitness or suspension

Issued to worker.

(15) Signature with date of Certifying Surgeon.

Note: (1) Para (8) - Detailed summary of reasons for transfer or discharge should be stated.

(2) Para .(14) - Should be expressed as fit I unfit I suspended

I

Page 400

( I)

(2)

(3)

Ul )~

\)

(6)

) (7)

~8)

(9)

IMS/29/22/POIVII

Ed-O 1.ls·l.DT.27.0620 II

SI·IREE CEivlENT LTD, BANGUR crrv. Cement Plants including Power Plants

Form No. 19 (A)(Proscribed Under Rule 14)

(In J·~pec!..!!f...Pi~Qns_~I1'l.plol'edIn o~~l!.eJ~t!.2I1;SdeclAred to be ~.!rrH~~wol!.~o)2er$lt!ons updcr $~ctlo!!_.~21

I Nan1C:I·.C crti fy ing Surgeon • __ •._. .__ .. __. __ J

.,

Serial No.

Deptt, & E.Code Nu . p-M€ck(67P~)

rl"t fiNo.}' \CU\VI"RName of Employee

Sex fvlale

Age (on last birthday) "34- l(~

o 'C5-NOV- 2D 'O'C)Date of Joining

Date of leaving or transfer to other work:

R~ason of leaving transfer or other work:

Name ofjob or occupation MeCh~Y1~C~ V~ ~~~

'-:So\\a,{, ,-t-'\e.J~ \ r(10) Raw material or by product handled.

· ·-·--..·--·--·---· ·----·-----:--·---r--· · ·--· ·-·-_.Investivations Result Normal Value

.........._ __ __..b_ - ..-- ..- ..-.! "'-:c,' < '.' . -.... ...-- .»: Blood SLlgar:- {R} ! . '0"-- D 70··· 170 mg %..._-- - --. . --------t ..--..- -.--_ ..-- ---.--- ..-_ - - - _- -

:> Sv.Cholesterol ''2 ')..b' () 130 - 250 rng %---.------------_ ..---+-:> HDL Cholesterol .. --h.'G",. is .' 30 - 85 rng % .... .

- _-1--. __ - ---,- --.---.---.--------

:> Triglyceride .....__ ' ..yq.:_~ 30 -.150 mg %

.=~~t~E(~M)··-!···'~~t--t .....~tfo?_~!~-~_=~J-

oBlood Group:

Date: \b I!, 1201'

~Signature of Employee

Mobile no. <4<...1 Lt3?6~ B~E.m ail I~: mC\V\oi'(}.A~SWtu~~~

Name of HOD: R01/Y\ Ku ~ .

.. Page 401

(11) Details of Medical Examination"

(8) Pulse 1< ) iI11!--

(b) BP' 11£ , 73

(c) RS~· ~

(d) CV~ _. ~&~

.Ht·· 'Tl.----.Cms (Without Sh()~)

Wt .~ 7 'l.- Kgs (With Clothes)

Chest- Full exp - 9 t ems.

Fullinsp - ~ ~ ems.

BMI .. " .

(g)

(h)

Colour blindness •. 1.;5}~+'vu..Locomotor System :- ~ .

~CJ ems.

R·- ~ IiL·- ('/~ V--

(with glass / without glass)

(e) CN~:; - vvv-VV) Abel --

CO P/Aod. _ \'V\.-:D Eye -·1

)J

(i) Sj irornetry Ear -- R- /0L-

U) X'RayI

r

(k) E(G

(I) History of .Addiction (I f any):- Smoking / Tobacco / Gurkha / any otlrcr fJJj

Ir

(m)

(n) I- eight phobia

( 12)

(0) Past / Family illness (Ifany) :- Diabetes / Hypertension / Epilepsy / any otherI· .

II

If suspended from work, State

Period 'of suspension with Dctai led reasons.

Re cer:.jfied fit to resume duty on (with

Signatrre of certifying Surgeon)

If certificate of Unfitness or suspension

lssuedto worker.

Signatjure with date of Certifying Suraeon./1 . ~

I.

r

(14)

( 15)

r.

(i3)

-------------------~------------------~------------~---------

Note; ( I) Para (8) Detailed sununarv of reasons for transfer or discharge should be sl;lled

(2) Parol ( I·~) Sholiid he r_'\pl,:~\t!d as lit j unfit suspended

.. Page 402

I MS/29/22/FORI I 2

Ed-O I ,Is-l ,OT.27.06.20 13

SHREECEMENTLTD, BANGURCITY »>:

Cement Plants including Power Plants ~

Form No. 19 (B)(Prescribed Under Rule 14)


, [Ban~~_()fCeliifying Surgeon: Dr. Rak,esh Sharma ...- ..._J

I) Serial No.:- 2) Date:~ It...'42-0(7

:; ~:::a::o:ork:, -~-~:~--~~S/O ~ __~ ~ __~ _

5) Sex

7) Date of employment on present work: Q,.lYO::J

8) Date of leav ing or transfer to other work :wJI9) Nature of job or occupation : '

10) Raw material or by product handled .

Male 6) Age: yrs

1 I) Details of Medical Exarnination ;

12) Job Locationr-

a) Height : !~ ems b) Wt: 6 )J(gs BM] :

!\ ~h.>

c) Hb (Pallor) : Gm% d) Jaundice (Icterus) : Yes / No

e) Ear : Rt 0Y Lt(o/ f) Eye: Rt Ct'6 Lt Mj;

g) CYS ~ h) BP : J 1;-1fSI y- mmHg

i) Resp : ~() ml vi j) Locomotor / Other;- ~

k) Colour Blindness- YeslNo 1) Mo.No.:

IV\)l.s) Past/Personal/Familyjjistory of: Diabetes/ Hypertension/ Epilepsy! TB. / Asthma / Addiction, ..

14) Additional investigations (if any) :

15) Remarks/ Advice:

16) ]fsuspendedfrom work, State Period of suspension with Detailed reasons:

17) Re certified fit to resume duty on (with Signature of certifying Surgeon) !/f'V'O'

18) if certificate of Unfitness or suspension issued to worker:

19) Signature with date of Certifying Surgeon:. ~~.

(S' {If if . )''ignature 0 . certi 'ylng surgeon

I

Page 403

IMS/29/22/FORII 2

Ed-O 1,Is· 1,DT.27.06.20 13

SHREE CEMENT LTD, BANGUR CITYCement Plants including Power Plants

Form No. 19 (B)(Prescribed Under Rule 14)


-I

Name of Certi in Sur eon: Dr. Rakesh.Sl;a_r_m_a ~

c.~ ~ ~.l61) Serial No.:-. ~ d/Y7 ~ 2) Date:s r rs 1201-(

3) Contractor:-, r: ~ at,.1.J'4) Name of Worker ... -~l19!~-s/o ---------~--------------'il1J-----

5) Sex Male 6) Age: .. ~ ..2-..yrs

7) Date of employment on present work:

8) Date of leaving or transfer to other work:

9) Nature of job or occupation: A-~ PM,10) Raw material or by product handled

11) Details of Medical Examination:

12)Job Location'-

a) Height:' T-:)cms

c) Hb (Pallor): ,~~, Gm%

e) Ear : Rt tD Lt @g) CVS : ~.~ 'Si) Resp : u..'SO ml /

k) Colour Blindness-Yes~

b) Wt:~ Kgs

d) Jaundice (Icterus) :

f) Eye: Rt ~} ~ Lt c J ~

h) BP :,z.l-; ~~ mmHg ,

j) Locomotor / Other ;- ~

I) Mo.No.: Cf 0 ~ cr ( f \) G s'-

BM! :

Yes/N~

13) Past/Personal/Family history of: Dia~tes/ Hypertension/ Epilepsy / T.B. / Asthma / Addiction ... _~ .

14) Additional investigations (if any) :

15) Remarks / Advice:

16) If suspended from work, State Period of suspension with Detailed reasons: r~17) Re certified fit to resume duty on (with Signature of certifying Surgeon)

18) If certificate of Unfitness or suspension issued to worker:

19) Signature with date of Certifying Surgeon:

~~,.t'{f~(Signat - of work man) (Signature of certifying surgeon)

r Page 404

,hffiSHREE CEMENT LIMITED

BANGUR NAGAR, BEAWAR, RAJASTHAN

ENVIRONMENT POLICY

,/ Efficient use of natural resources, energy, plant & equipment.

'/ Reduction in emissions, noise, waste and greenhouse gases.

,/ Promotion to reuse and recycling wastes.

'/ Continual improvement in environment management with proper systems to

prevent, mitigate and control environmental impacts due to operations across

the value chain and in local community.

Building awareness amongst all stakeholders including employees,

customers, vendors etc. on environmental issues.

C omp liance o f relevant environmental legi slations.

Signature

Ramakant Sharrtr Director

Date: 30th June 2015

Page 405

"*\

ENVIRONMENT MAIIAGEMENT SYSTEM

1. LEGAL & OTHER REQUIREMENTS

a. We have established and maintained a procedure to identiff, access and

update legal and other requirements to which we subscribe, that are

applicable to the environmental aspects/ impacts and Occupational Healthand Safety Hazards (OHS) / Risks of our products, activities and servicesrespectively. The list of legal and other requirements applicable to ouroperations are maintained separately and are communicated to ourstakeholders. Main legal requirements are as follows:

,/ Environmental acts & rules,/ Mines acts & rules./ Factory acts & rules,/ Boiler acts & rules

2. OPERATIONAL CONTROL PROCEDURES

We have identified our operations and activities that are associated withEnvironmental aspects and OHS risks in line with our EnvironmentalPolicy. We plan these activities, including maintenance in order to ensurethey are carried out under specified conditions by:

'/ Establishing and maintaining SOPs to check out the deviations fromEMS.

'/ These procedures define the criteria to ensure that activities areperformed under specified conditions, complying to legal and otherrequirements also:

o Communication of SOPs related to significant environmental aspects/ OH&S risk of operations, goods, equipment and services purchasedandlor used, to our stakeholders.

' To rpduce Environment Impact / OH&S Hazard,with the applicationof SOPs considering their adaptati.on to the human capabilities byproper designing of work place, process and to take precaution whileinstallation of machinery.

,tr$ixsr

.l

t WPage 406

I

a

l

,tr$jltsro To review Control Measures and SOPs on regular intervals,

effectiveneSSandtobringinchangesthatareidentified&neceSSaryto implement.

i

b. Relevant Operation Control Measures

'/ Limestone mines operation- Water sprinkling on the haulage roadwhile transporting the limestone, use of enclosed belt .oru.yors forraw material transportation and emission control at transfer points.

'/ Clinkerization- Storage of raw meal, petcoke and clinker in silos;using ESPs and bag houses/ bag filters and clinker bulk loading.

'/ cement Grinding & Packing- cyclones, Bag Filters, ny ashhandling, automatic bag filing machines, using conveyor belts fortransportation of bags, use of tarpaulin in the truck transportation andwagon loading.

'/ Storage in yard- Proper preservation by covering tarpaulin shed etc.. '/ Utitity operation- Murrug.ment of waste/used oit, oily wastes and

waste water management.

'/ General- Dust control by good housekeeping & maintenance, use ofdust "extraction and recycling systems to remove dust from workareas, contractor activities and task observations.

'/ use of proper personal protective equipment (ppE).

3. ROLES & RESPONSIBILITIES

We have established, implemented and maintained EMS to meet itsrequirements at all of our locations within the organizational boundaries.Roles and responsibilities of various personnel, who manage, perform andverift the activities and their impacts on environment and,/or OH&S havebeen defined by the top management.

a- President (Works)- President (Works) will review and ensure theimplementation of EMS related activities as per the schedules & SOPs.He will coillmunicate with the board of directors on all issues related toEMS.

b. Unit ffeaAs- Unit Heads will ensure and review the implementation ofEMS at regular intervals and provide all required resources to the

8'

I

)na'"

Page 407

thtjr"="timplementation team. They will report the progress of EMS to the

President (Works).

c. Vice President (Environment)- He will ensure all the compliances as

per environment legislation. He'll report to President (Works) about the

new legislative requirements and ensure proper implementation of EMS.

EMS Implementation Team- It'll be comprising of multi-disciplinaryprofessionals from all departments who'll coordinate with EMSImplementation Team and layout the implementations regarding EMS on the

floor. The team will be responsible for all the activities and fulfillment ofrequirements of EMS and shall also be authoized and responsible for:

'/ Coordinate with all unit heads for EMS at respective locations.

'/ Implementation of EMS by establishment & maintenance of itsrequirements aligning with environment policy.

'/ Arrangement of all necessary resources to operate the management

system as per the SOPs.

'/ Ensure the review of the system at regular intervals

'/ Reporting of EMS performance to unit heads and V.P.

Environment for further actions for improvement.

ORGANIZATIONAL STRUCUTRE

President (Works)

EMS Implementation Team

Board of Directors

Vice - President (Env.) Unit Heads

qil*.t fr,ry

Page 408

!

!-

I

ttltJx""*I

I

4. COMMUNICATION

a. Communication with Board of Directors

President (Works) is responsible to communicate the issues related to EMS

and non-conformance of the system, to the top management including board

of directors.

b. Internal Communication

It should be ensured by the top management that appropriate internal

communication are established and maintained within the organization.

Communication can be made any of the means like verbal & wriuen or may

be through fax, intranet, e-mails, notice boards etc.

c. Participation and consultation

Top management must ensure consultation with the employees and

workers, over changes in work place such as introduction of new &modified equipment, materials etc.

All employees and workers are to be involved and represented indevelopment, implementation and review of EMS policy, itsobjectives and decisions on implementation of SOPs to manage &control environmental aspects and OH&S risks as per the mode and

nature of activity and incident I accident investigations..

'/ Contractors shall be consulted wherever the changes affect theirOH&S.

d. Bxternal Communication

EMS coordinator is responsible for receiving, documentation and respond tothe communications from external parties to review their concerns/

suggestions and dealing with public authorities for emergency preparedness

and other relevant issues shall be conducted.

W

t-I

I

Page 409

Page 410

Page 411

Page 412

Page 413

Page 414

Page 415

Page 416

Page 417

Page 418

Page 419

Page 420

Page 421

By Speed Post

'"

'.~. . "" \.,' ~ :.-' ~...;','~;~~',.,.• . l'-{fl ~~r,i:' .::~~.~~~

. No. J-11015/226/2015-IA.II (M) .

,.il'. Government of India

',M'I-1ifstryof Environment, Forest & Climate Change

Impact Assessment Division

***Indira Paryavaran Bhavan,

Vayu Wing, 3rd

Floor, Aliganj,

Jor Bagh Road, New Delhi-110 003

Dated: 11th August, 2015

To

/ M/ s Shree Cement Ltd.Bangur Nagar, Post Box No. 33,

Beawar - 305 901 Rajasthan

Tel. No. 01462 - 228101-6; Fax: 01462228117/228119

Email: [email protected]

Sub.:- Enhancement of Limestone production in Captive Limestone mine from

19.6 million TPA to 25.3 million TPA (ROM) of limestone by M/s Shree

Cement Ltd., located at village (s)-Nimbeti and Jawangarh, Tehsil-

Jaitaran, District-Pali, Rajasthan (750ha)-TOR regarding.

Ref:- Online proposal no. IA/RJ/MIN/27659/2015.

Sir,

This has reference to above mentioned proposal for determining the Terms of

Reference (TOR) for undertaking detailed EIA study for the purpose of obtaining

environmental clearance in accordance with the provisions of the EIA Notification,

2006. For this purpose, the Proponent had submitted information in the prescribed

format (Form-1) along with a Pre-feasibility Report. The proposal was considered by

the Reconstituted Expert Appraisal Committee in its 35th meeting held during June

24th-26th, 2015.

2. The existing mine lease area is 750 ha. Mining Lease was granted wide letter

no. P-3(65/ Khan/Group-1/91 dated 06.08.1996 and Mining Operation was started on

13 June 1997. The mining method is open cast Mechanized with maximum bench

height of 12 m and minimum bench width of 20 m. Controlled blasting, wet drilling/dry

drilling with dust collector, high capacity HEMM, crushing and haulage are being/ will

be practiced. Ultimate pit slope is proposed to be kept at 45°. Over burden and inter

burden is being stacked/will be stacked at earmarked area(s) and backfilled in worked

out pit. Water spray in crusher is being/ will be practiced. Controlled blasting using

shock tube detonator is being /wlll be used. Rock breaker is being /wtll be used in

place of secondary blasting. The haul roads are being /will be kept wide to support

two-way traffic and properly maintained by road compactor and regular water

spraying. Garland drains and de-silting pit are made all around the OB dumps. Waste

water generated from office toilets is being disposed through soak pit via septic tank.

Work shop discharge is being used for dust suppression after removal of oil and

grease. The total waste generation in Quarry would be 302.0 million tones. Waste

Page 1 of8

Page 422

disposal is being done by end tipping method and will be continued in future also while

forming terraces of 12m in height.

3. The capital cost of expansion of mines would be Rs. 2530 Lakhs. Existing water

consumption is 380 and after proposed expansion, it will be 500 KLD, which will be

sourced from the groundwater and rain water collected in mine pit. Permission for

withdrawal of ground water for plant, mines & colony has already been granted by

CGWA vide letter no. 21-4(12)/ WR/ CGWA/ 2005- 616 dated 23rd May, 2011, 21-

4(12)/ WR/ CGWA/ 2005-1220 dated 12th July, 2013 and 21-4(12 -B)/ WR/ CGWA/

2005- 255 dated 11th February, 2014. There is no National Park, Wildlife Sanctuary,

Biosphere Reserve, Wildlife corridors, Tiger/Elephant Reserves etc. within 10 km radius

of the mine site. There are 2 Reserved (approx 8.3 km in West direction and approx

9.7 km in SE direction) respectively and 1 protected forest (approx 3.5 km in SSE

direction) within the 10 km radius from mine site.

4. The Project Proponent mentioned that they had collected base line data since

Maa:!L2D15 ann requested to-use the baseline.data.of pre-monsoon season i.e. March-

2015 - May 2015. The Committee deliberated the issues and based on the request

made by the Project Proponent w.r.t. collection of base line data, the Committee

agreed for the same.

5. Based on the information content in the documents submitted and the

presentation made before the Committee for mining projects, the following TOR are

prescribed for undertaking detailed EIA study:-

1) Year-wise production details since 1994 should be given, clearly stating the

highest production achieved in anyone year prior to 1994. It may also be

categorically informed whether there had been any increase in production after

the EIA Notification 1994 came into force, w.r.t. the highest production

achieved prior to 1994.

2) A copy of the document in support of the fact that the Proponent is the rightful

lessee of the mine should be given.

3) All documents including approved mine plan, EIA and Public Hearing should be

compatible with one another in terms of the mine lease area, production levels,

waste generation and its management, mining technology etc. and should be

in the name of the lessee.

4) All corner coordinates of the mine lease area, superimposed on a High

Resolution Imaqerv/toposheet, topographic sheet, geomorphology and geology

of the area should be provided. Such an Imagery of the proposed area should

clearly show the land use and other ecological features of the study area (coreand buffer zone).

5) Information should be provided in Survey of India Toposheet in 1:50,000 scale

indicating geological map of the area, geomorphology of land forms of the

area, existing minerals and mining history of the area, important water bodies,

streams and rivers and soil characteristics.

6) Details about the land proposed for mining activities should be given with

information as to whether mining conforms to the land use policy of the State;

Page 2 of S

Page 423

land diversion for mining should have approval from State land use board or

the concerned authority.

7) It should be clearly stated whether the proponent Company has a well laid

down Environment Policy approved by its Board of Directors? If so, it may be

spelt out in the EIA Report with description of the prescribed operating

process/procedures to bring into focus any infringementjdeviationjviolation of

the environmental or forest norms/ conditions? The hierarchical system or

administrative order of the Company to deal with the environmental issues and

for ensuring compliance with the EC conditions may also be given. The 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, may also be detailed in the EIA Report.

8) Issues relating to Mine Safety, including subsidence study in case of

underground mining and slope study in case of open cast mining, blasting

study etc. should be detailed. The proposed safeguard measures in each case

should also be provided.

9) The study rea will comprise of 10 km zone around the mine lease from lease

periphery and the data contained in the EIA such as waste generation etc.

should be for the life of the mine / lease period.

10) Land use of the study area delineating forest area, agricultural land, grazing

land, wildlife sanctuary, national park, migratory routes of fauna, water bodies,

human settlements and other ecological features should be indicated. Land use

plan of the mine lease area should be prepared to encompass preoperational,

operational and post operational phases and submitted. Impact, if any, of

change of land use should be given.

11) Details of the land for any Over Burden Dumps outside the mine lease, such as

extent of land area, distance from mine lease, its land use, R&R issues, if any,

should be given.

12) A Certificate from the Competent Authority in the State Forest Department

should be provided, confirming the involvement of forest land, if any, in the

project area. In the event of any contrary claim by the Project Proponent

regarding the status of forests, the site may be inspected by the State Forest

Department along with the Regional Office of the Ministry to ascertain the

status of forests, based on which, the Certificate in this regard as mentioned

above be issued. In all such cases, it would be desirable for representative of

the State Forest Department to assist the Expert Appraisal Committees.

13) Status of forestry clearance for the broken up area and virgin forestland

involved in the Project including deposition of net present value (NPV) and

compensatory' afforestation (CA) should be indicated. A copy of the forestry

clearance should also be furnished.

14) Implementation status of recognition of forest rights under the Scheduled

Tribes and other Traditional Forest Dwellers (Recognition of Forest Rights) Act,

2006 should be indicated.

Page 3 of8

Page 424

15) The vegetation in the RF / PF areas in the study area, with necessary details,

should be given.

16) A study shall be got done to ascertain the impact of the Mining Project on

wildlife of the study area and details furnished. Impact of the project on the

wildlife in the surrounding and any other protected area and accordingly,

detailed mitigative measures required, should be worked out with cost

implications and submitted.

17) Location of National Parks, Sanctuaries, Biosphere Reserves, Wildlife Corridors,

Ramsar site Tiger/Elephant Reserves/(existing as well as proposed), if any,

within 10 km of the mine lease should be clearly indicated, supported by a

location map duly authenticated by Chief Wildlife Warden. Necessary clearance,

as may be applicable to such projects due to proximity of the ecologically

sensitive areas as mentioned above, should be obtained from the Standing

Committee of National Board of Wildlife and copy furnished.

18) A detailed biological study of the study area [core zone and buffer zone (10 km

radius of the periphery of the mine lease)] shall be carried out. Details of flora

and fauna, endangered, endemic and RET Species duly authenticated,

separately for core and buffer zone should be furnished based on such primary

field survey, clearly indicating the Schedule of the fauna present. In case of

any scheduled-I fauna found in the study area, the necessary plan alongwith

budgetary provisions for their conservation should be prepared in consultation

with State Forest and Wildlife Department and details furnished. Necessary

allocation of funds for implementing the same should be made as part of the

project cost.

19) Proximity to Areas declared as 'Critically Polluted' or the Project areas likely to

come under the 'Aravali Range', (attracting court restrictions for mining

operations), should also be indicated and where so required, clearance

certifications from the prescribed Authorities, such as the SPCBor State Mining

Dept. Should be secured and furnished to the effect that the proposed mining

activities could be considered.

20) Similarly, for coastal Projects, A CRZ map duly authenticated by one of the

authorized agencies demarcating LTL. HTL, CRZ area, location of the mine

lease w.r.t CRZ, coastal features such as mangroves, if an should beftJrnished: (Note: The Mining-Projects railing under CRZ Would also need to

obtain approval of the concerned Coastal Zone Management Authority).

21) R&R Plan/compensation details for the Project Affected People (PAP) should be

furnished. While preparing the R&R Plan, the relevant State/National

Rehabilitation & Resettlement Policy should be kept in view. In respect of SCs

/STs and other weaker sections of the society in the study area, a need based

sample survey, family-wise, should be undertaken to assess their

requirements, and action programmes prepared and submitted accordingly,

integrating the sectoral programmes of line departments of the State

Government. It may be clearly brought out whether the village(s) located in

the mine lease area will be shifted or not. The issues relating to shifting of

village(s) including their R&R and socio-economic aspects should be discussedin the Report.

Page 4 of'S

Page 425

(

22) One season (non-monsoon) [i.e. March - May (Summer Season); October -

December (post monsoon season) ; December - February (winter season)]

primary baseline data on ambient air quality as per CPCB Notification of 2009,

water quality, noise level, soil and flora and fauna shall be collected and the

AAQ and other data so compiled presented date-wise in the EIA and EMP

Report. Site-specific meteorological data should also be collected. The location

of the monitoring stations should be such as to represent whole of the study

area and justified keeping in view the pre-dominant downwind direction and

location of sensitive receptors. There should be at least one monitoring station

within 500 m of the mine lease in the pre-dominant downwind direction. The

mineralogical composition of PMlO, particularly for free silica, should be given.

23) Air quality modeling should be carried out for prediction of impact of the

project on the air quality of the area. It should also take into account the

impact of movement of vehicles for transportation of mineral. The details of the

model used and input parameters used for modeling should be provided. The

air quality contours may be shown on a location map clearly indicating the

location of the site, location of sensitive receptors, if any, and the habitation.

The wind roses showing pre-dominant wind direction may also be indicated on

the map.

24) The water requirement for the Project, its availability and source should be

furnished. A detailed water balance should also be provided. Fresh water

requirement for the Project should be indicated.

25) Necessary clearance from the Competent Authority for drawl of requisite

quantity of water for the Project should be provided.

26) Description of water conservation measures proposed to be adopted in the

Project should be given. Details of rainwater harvesting proposed in the

Project, if any, should be provided.

27) Impact of the Project on the water quality, both surface and groundwater,

should be assessed and necessary safeguard measures, if any required, should

be provided.

28) Based on actual monitored data, it may clearly be shown whether working will

intersect groundwater. Necessary data and documentation in this regard may

be provided. In case the working will intersect groundwater table, a detailed

Hydro Geological Study should be undertaken and Report furnished. The

Report inter-alia, shall include details of the aquifers present and impact of

mining activities on these aquifers. Necessary permission from Central Ground

Water Authority for working below ground water and for pumping of ground

water should also be obtained and copy furnished.

29) Details of any stream, seasonal or otherwise, passing through the lease area

and modification / diversion proposed, if any, and the impact of the same on

the hydrology should be brought out.

Page 5 of8

Page 426

30) Information on site elevation, working depth, groundwater table etc. Should be

provided both in AMSL and bgl. A schematic diagram may also be provided for

the same.

31) A time bound Progressive Greenbelt Development Plan shall be prepared in a

tabular form (indicating the linear and quantitative coverage, plant species and

time frame) and submitted, keeping in mind, the same will have to be

executed up front on commencement of the Project. Phase-wise plan of

plantation and compensatory afforestation should be charted clearly indicating

the area to be covered under plantation and the species to be planted. The

details of plantation already done should be given. The plant species selected

for green belt should have greater ecological value and should be of good

utility value to the local population with emphasis on local and native species

and the species which are tolerant to pollution.

32) Impact on local transport infrastructure due to the Project should be indicated.

Projected increase in truck traffic as a result ef the- Project in the present road

network (including those outside the Project area) should be worked out,

indicating whether it is capable of handling the incremental load. Arrangement

for improving the infrastructure, if contemplated (including action to be taken

by other agencies such as State Government) should be covered. Project

Proponent shall conduct Impact of Transportation study as per Indian Road

Congress Guidelines.

33) Details of the onsite shelter and facilities to be provided to the mine workers

should be included in the EIA Report.

34) Conceptual post mining land use and Reclamation and Restoration of mined out

areas (with plans and with adequate number of sections) should be given in

the EIA report.

35) Occupational Health impacts of the Project should be anticipated and the

proposed preventive measures spelt out in detail. Details of pre-placement:

medical examination and periodical medical examination schedules should be

incorporated in the EMP. The project specific occupational health mitigation

measures with required facilities proposed in the mining area may be detailed.

36) Public health implications of the Project and related activities for the population

in the impact zone should be systematically evaluated and the proposed

remedial measures should be detailed along with budgetary allocations.

37) Measures of socio economic significance and influence to the local community

proposed to be provided by the Project Proponent should be indicated. As far

as possible, quantitative dimensions may be given with time frames for

implementation.

38) Detailed environmental management plan (EMP) to mitigate the environmental

impacts which, should inter-alia include the impacts of change of land use, loss

of agricultural and grazing land, if any, occupational health impacts besides

other impacts specific to the proposed Project.

Page 6 of8

Page 427

"

39) Public Hearing points raised and commitment of the Project Proponent on the

same along with time bound Action Plan with budgetary provisions to

implement the same should be provided and also incorporated in the final

EIA/EMP Report of the Project.

40) Details of litigation pending against the project, if any, with direction /order

passed by any Court of Law against the Project should be given.

41) The cost of the Project (capital cost and recurring cost) as well as the cost

towards implementation of EMP should be clearly spelt out.

42) A Disaster management Plan shall be prepared and included in the EIA/EMP

Report.

43) Benefits of the Project if the Project is implemented should be spelt out. The

benefits of the Project shall clearly indicate environmental, social, economic,

employment potential, etc.

44) Piezometer time series data.

45) Status of compliance of earlier EC and status of Action Plan on the issues

raised during earlier Public Hearing.

46) Green belt development status.

6. Besides the above, the below mentioned general points are also to be

followed: -

a) All documents to be properly referenced with index and continuous page

numbering.

b) Where data are presented in the Report especially in Tables, the period in

which the data were collected and the sources should be indicated.

c) Project Proponent shall enclose all the analysis/testing reports of water, air,

soil, noise etc. using the MoEF&CC/NABL accredited laboratories. All the

original analysis/testing reports should be available during appraisal of the

Project.

d) Where the documents provided are in a language other than English, an

English translation should be provided.

e) The Questionnaire for environmental appraisal of mining projects as devised

earlier by the Ministry shall also be filled and submitted.

f) While preparing the EIA report, the instructions for the Proponents and

instructions for the Consultants issued by MoEF vide a.M. No. J-

11013/41/2006-IA.II(I) dated 4th August, 2009, which are available on the

website of this Ministry, should be followed.

g) Changes, if any made in the basic scope and project parameters (as submitted

in Form-I and the PFR for securing the TOR) should be brought to the attention

of MoEF&CC with reasons for such changes and permission should be sought,

as the TOR may also have to be altered. Post Public Hearing changes in

structure and content of the draft EIA/EMP (other than modifications arising

out of the P.H. process) will entail conducting the PH again with the revised

documentation.

Page 7 of8

Page 428

h) As per the circular no. J-11011/618/2010-IA.II(I) dated 30.5.2012, certified

report of the status of compliance of the conditions stipulated in the

environment clearance for the existing operations of the project, should be

obtained from the Regional Office of Ministry of Environment, Forest and

Climate Change, as may be applicable.

i) The EIA report should also include (i) surface plan of the area indicating

contours of main topographic features, drainage and mining area, (ii)

geological maps and sections and (iii) sections of the mine pit and external

dumps, if any, clearly showing the land features of the adjoining area.

7. The EIA report should also include (i) surface plan of the area indicating

contours of main topographic features, drainage and mining area, (ii) geological maps

and sections and (iii) sections of the mine pit and external dumps, if any, clearly

showing the land features of the adjoining area.

8. The prescribed TORs would be valid for a period of three years for submission of

the EIA/EMP reports, as per the O.M. No. J-11013/41/2006-IA.II(I) dated 22.3.2010,

22.08.2014, 08.10.2014 and 07.11.2014.

9. After preparing the draft EIA (as per the generic structure prescribed in

Appendix- III of the EIA Notification, 2006) covering the above mentioned issues, the

proponent will get the public hearing conducted and take further necessary action for

obtaining environmental clearance in accordance with the procedure prescribed under

the EIA Notification, 2006.

. YOUr faithfully,

~ ~~'-~

(Dr. U. Sridharan)

Director (S)

Copy to:

1). The Secretary, Ministry of Mines, Government of India, Shastri Bhawan, New

Delhi

2). The Secretary, Department of Mines & Geology, Government of Rajasthan

Secretariat, Jaipur.

3). The Secretary, Department of Environment, Government of Rajasthan,

Secretariat, Jaipur.

4). The Secretary, Department of Forest, Government of Rajasthan, Secretariat,

Jaipur. -

5). The Additional Principal Chief Conservator of Forests, Ministry of

Environment, Forest and Climate Change, Regional Office (CZ), Kendriya

Bhawan, s= Floor, Sector "H", Aliganj, Lucknow - 226020.

6). The Member Secretary, Rajasthan State Pollution Control Board, 4,

Institutional area, Jhalana, Doongri, Jaipur.

7). The Controller General, Indian Bureau of Mines, Indira Bhavan, Civil Lines,

Nagpur - 440 001

8). The District Collector, Pali District, State of Rajasthan.

9). Guard File. /'10). MoEFwebsite.

(Dr. U. Sridharan)

Director (S)

Page 8 of8

\ <

J

Page 429

Solid Sample Analysis

Test Report No. : 15/04/2016Issue DateEK0/EV-SL/112/090416

TEST REPORT

Sample Description

Sample Received on

09/04/2016 To 15/04/2016

RESULTS

09/04/2016

500 gmSample Quantity

Shree Cement Limited

Bangaur City

P.O RAS- 306107

Tehsil- Jaitaram

Issued To

Distt- Pali (Rajasthan)

Analysis Duration

SOP-S/50

Sample Drawn on 08/04/2016

Coal

EPEPL(Mr. Harish Kumar)Sample Drawn by

Sampling Plan & Procedure

NormalEnvironmental Condition

Remark (if any) NA

NASampling Location

PARAMETERS.No. Results UnitsTest Methods

Chromium Total (as Cr)1 4.55 mg/kgICP - MS

Lead (as Pb)2 4.88 mg/kgICP - MS

Mercury (as Hg)3 0.09 mg/kgICP - MS

Arsenic (as As)4 0.18 mg/kgICP - MS

Notes :

1. The results given above are ralated to the tested sample, as received & mentioned parameters.

The customer asked for the above tests only.

2. This test report will not be generated again, either wholly or in part, without written permission of the Laboratory.

3. This test report will not be use for any publicity/legal purpose.

4. This test samples will be disposed off after two weeks from the date of issue of test report, unless until specified by the customer.

Sample received for biological tests will be destroyed after 7 days from the date of issue of test report.

5. Responsibility of the Laboratory is limited to the invoiced amount only.

**End of Report**

Authorized Signatory

For EKO PRO ENGINEERS PVT. LTD

Page No. 1/1Page 430



TEST REPORT

Sample Description

Sample Received on

09/04/2016 To 15/04/2016

RESULTS

09/04/2016



Bangaur City

P.O RAS- 306107

Tehsil- Jaitaram

Issued To


Analysis Duration

SOP-S/50


Pet Coke




Remark (if any) NA

NASampling Location






Notes :








**End of Report**






TEST REPORT

Sample Description

Sample Received on

09/04/2016 To 15/04/2016

RESULTS

09/04/2016



Bangaur City

P.O RAS- 306107

Tehsil- Jaitaram

Issued To


Analysis Duration

SOP-S/50


Laterite




Remark (if any) NA

NASampling Location






Notes :








**End of Report**






TEST REPORT

Sample Description

Sample Received on

09/04/2016 To 15/04/2016

RESULTS

09/04/2016



Bangaur City

P.O RAS- 306107

Tehsil- Jaitaram

Issued To


Analysis Duration

SOP-S/50


Gypsum




Remark (if any) NA

NASampling Location






Notes :








**End of Report**






TEST REPORT

Sample Description

Sample Received on

09/04/2016 To 15/04/2016

RESULTS

09/04/2016



Bangaur City

P.O RAS- 306107

Tehsil- Jaitaram

Issued To


Analysis Duration

SOP-S/50


Fly Ash




Remark (if any) NA

NASampling Location






Notes :








**End of Report**






TEST REPORT

Sample Description

Sample Received on

09/04/2016 To 15/04/2016

RESULTS

09/04/2016



Bangaur City

P.O RAS- 306107

Tehsil- Jaitaram

Issued To


Analysis Duration

SOP-S/50


Slag




Remark (if any) NA

NASampling Location






Notes :








**End of Report**




~ 02932-231616

Regional office

Rajasthan State Pollution Control BoardSA-6, Mandia Road Industrial Area, Pali - Marwar.

No. RPCBIRO PalilL2-::>tf Dated: ('J, 111 12013

The Group Incharge (Mines),

Rajasthan State Pollution Control Board,

4, Institutional Area, Jhalana Dungari

Jaipur - 3020 04

Sub: Regarding non applicability of MOE&F Office Memorandum dated 15/3/2010 with respect

to the critically polluted area of Pali district for the site of the Integrated Cement Plant,

Power Plant and Nimbeti Limestone Mining of MIs Shree Cement Limited situated near

Village Ras,Tehsil1aitaran, District - Pali (Rajasthan).

Ref. : 1. Your letter no. F- Tech (C-144)/RPCB/CPMl424, dated 22.08.2013

2. The Shree Cement Ltd. letter no. SCLIRASlEnv/2012-13/12209, dated 26.09.2013

Dear Sir,

Apropos above and subsequent site visit carried by the undersigned on dated 08-10-2013, it is

informed that the distance of proposed Integrated Cement Plant, Power Plant and Nimbeti

Limestone Mining project from the critically polluted area 1 industrial cluster in Pali district are as

following: -

A. Existing Industrial Area :-

1. Mandia Road

2. Punayata Road

3. Sumerpur Road

Approx 102 KM

Approx 102 KM

Approx 102 KM

B. Pali Town : 102 KM.

* The distance of Sumerpur town is approx. 171 KM from the proposed project. The Road leading

towards Sumerpur Town is termed as Sumerpur Road viz. Pali - Sumerpur Road, near Pali, which is

approx. 102 KM from the site.

Therefore, looking to the aforesaid distances from the Shree Cement Units and Nimbeti Limestone

Mine site, there is no possibility of additional pollution load due to the proposed project on the

aforesaid critically polluted areas of the industrial clusters of the Pali district.

Enc\.: Copy of the verified location map of project with

respect to critically polluted area in Pali district.

Yours Faithfully

~o//r-J

~

(R. B. Maurya)

Regional Officeropy to: MIs Shree Cement Ltd,

Village-Ras.Tehsil-Jaitaran, District - Pali (Rajasthan).

~k~Region ffiCer

c.Q')'1]b~ JV6t?7.'1'

I~~~~~~~~,tfTF""

Page 436

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Page 440

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Page 443

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Page 446

[English Translation] Ph. 02932-231616

REGIONAL OFFICE

Rajasthan State Pollution Control Board

SA-6,Mandia Road Industrial Area, Pali

S.No. RSPCB/R.O. PALI/881 Date: 23.5.2016

Member Secretary,

Rasthan State Pollution Control Board,

Jaipur

Sub:- Details of Public Hearing conducted on 20.4.2016 for obtaining environmental Clearance for M/s. Shree

Cement P.O. Box No. 33 Bangur Nagar, Beawar, District Ajmer for Proposed expansion of Integrated Cement

Plant- Clinker (11.2 to 15.0 MTPA) Cement (8.8 to 13.2 MTPA), WHRS (68 to 90 MW), Captive power plant (180

MW), Synthetic Gypsum (1560 TPD) and DG Sets (1000 to 2000 KVA) at village: Ras, Tehsil: Jaitaran, District:

Pali.

Sir,

With reference to the aforesaid subject, we would like to inform you that Public Hearing for M/s. Shree Cement

Ltd. P.O. Box No. 33 Bangur Nagar, Beawar, District Ajmer for obtaining Environment Clearance for expansion

of Integrated Cement Plant - Clinker (11.2 to 15.0 MTPA) Cement (8.8 to 13.2 MTPA), WHRS (68 to 90 MW),

Captive power plant (180 MW), Synthetic Gypsum (1560 TPD) and DG Sets (1000 to 2000 KVA) at Village: Ras,

Tehsil: Jaitaran, District: Pali has been Conducted on 20.4.2016 at 3.00 PM. at Office of Sub Divisional Officer

Jaitaran, District Pali (Rajasthan). Signed copy of the details of Public Hearing Proceedings (Minutes) and

Videography CD (2 copy) and Photography (CD and Album) is enclosed for information and further action.

Enclosure: As above

Yours faithfully,

(Rajiv Pareek)

Regional Officer

RSPCB, Pali

S.No. RSPCB/R.O. Pali/ Date:__________

1. District Collector, Pali is informed and for further action enclosed C.D. & Photograph (C.D & Album).

2. Additional District Collector, Pali is informed & for further action enclosed CD & Photograph (CD &

Album)

3. A.C.P. RSPCB., Jaipur for uploading on board website the details of Public hearing Proceeding

(Minutes) in compliance with Board Headquarter vide Letter no. F. Tech (P-0158) RPCB/CPM/837 Dated

9.8.2011.

4. M/s. Shree Cement Ltd. P.O. Box No. 33, Bangur Nagar, Beawar, Ajmer at Village - Ras, Tehsil -Jaitaran

for necessary further action.

Regional Officer

RSPCB, Pali

Page 447

Public Hearing Proceedings

Public hearing for Environmental Clearance of proposed expansion of Integrated Cement Plant - Clinker (11.2 to

15.0 MTPA) Cement (8.8 to 13.2 MTPA), WHRS (68 to 90 MW), Captive power plant (180 MW), Synthetic

Gypsum (1560 TPD) and DG Sets (1000 to 2000 KVA) at Village: Ras, Tehsil: Jaitaran, District: Pali by M/s. Shree

Cement Ltd. has been Conducted on 20.4.2016 at 3.00 PM. at Office of Sub Divisional Officer Jaitaran, District

Pali (Rajasthan).

Details of the person present in public hearing alongwith their signature is attached as Annex ure "A".

Advertisement regarding Public hearing conduction was published in 18.3.2016 edition of Daink Bhaskar and

Daink Navajyoti. During the Public hearing detail discussion was carried out on the written memos received

which is clear by the working description. Photocopy of which is Annexed in Annexure B. Detail of Public

hearing as follows:-

First of all Mr. Rajiv Pareek Regional Officer, gives the brief description of the Project and invited Sh. Rakesh

Bhargav to give details of the project to the public and Respected District Magistrate Sh. Kumar Pal Gautam on

the stage.

• Sh. Rakesh Bhargav, V.P. (Environment) welcomes all the dignitaries on the stage and all the visitors

from different villages a nd gave the details of executive summary of the expansion of integrated

Cement plant which is as follows:-

� Clinker - 11.2 to 15.0 MTPA

� Cement - 8.8 to 13.2 MTPA

� WHRS - 68 MW to 90 MW

Shri Bhargav tells that following Management systems are followed by Shree Cement:

• ISO 9001 - Quality Management System

• SA 8000 - Social Accountability

• ISO 14001 - Environment Management System

• ISO 50001 - Energy Resource Management

• OHSAS 18001 - Occupational Health and Safety Evaluation

He tells that now a days there is increase in global temperature, so it is our responsibility to decrease the

emission of CO2 and utilizing energy from Waste heat and other energy sources. Shree Cement Ltd. is

committed to decrease Co2 emission.

• He said that we want to increase the production of clinker from 11.2 to 15.0 MTPA. For that

expansion in 9 and 10 unit will be done and unit 11 with 2.6 Million metric tonnes per annum

capacity will be established. Also for increasing cement production from 8.8 to 13.2 Million metric

tonnes VRM and Ball mill will be installed, 180 MW of Captive Power Plant will be installed,

increase in capacity of WHRS from 68 MW to 90 MW, expansion in D.G. Set Capacity from 1000 to

Page 448

2000 KVA, 1560 tonnes per day of synthetic Gypsum Unit and in 40 hectare area near village

Bhagatpura township of builtup area of 136766 Square meter.

• For all this we got TOR letter on 11th

February, 2015, via letter No. J 11011/343/2012-1A 11(I) dated 1th

Feb., 2016 from Ministry of Environment, Forest and Climate change, New Delhi. Baseline study

period was from March to May 2015.

• Advertisement regarding Public hearing was published in two news papers Navjyoti and Dainik

Bhaskar on 18th

March, 2016.

• Environmental status of the study area is shown in the presentation which is as. Reserved forest in

South -South East direction 5 Km. away and protected forest 9.9 Km. South East direction.

� Basic requirement of the project are as follows:-

• Total water requirement of plant, mines and Bhagatpura Colony is 4000 Cubic meter per day.

• Total energy requirement which is 158.9 MW for that we have CPP, WRHS and grid. D.G. Sets are

available for emergency back up of plant.

• Additional manpower requirement is 100 and total man power available after the expansion will

be 1393.

• Total cost of the proposed expansion will be 755 crores. Cost for Environment protection measure

will be 51 Crore and recurring cost will be 1 crore per annum

� Giving details of Production process he tells -

• Cement Plant, With Pre heater and Pre Calcinator technology, Cement Plant is based on dry

process technology for cement and clinker Production.

• Power Plant is based on air cooled condenser technology.

• Waste Heat released from Clinker unit is used for production of energy without fuel.

• Lime Stone which is the major raw material will be taken from the captive limestone mines by

conveyor belt. Other raw materials like Laterite, Gypsum, Coal, Pet Coke, fly Ash, Lead Zinc

slag and Clinker will be transported from outside by road and rail.

It is important to mention over here is that no waste is generated in our premises and if it is generated

than it is given to authorized CPCB recyclers.

Noise, Air, Surafce Water and Soil analysis has been done at various places which is shown in the

picture.

� Description of baseline study of environment is as follows:-

• At 12 places comprehensive Air quality analysis was done and the analysis of various particles

found in dust are shown in the picture which is as follows:-

� PM10 - 56.2 to 81.0 microgram per Cubic Meter (mg/m3)

� PM 2.5 - 20.6 to 38.1 microgram per Cubic Meter (mg/m3)

� So2 - 5.2 to 98 microgram per Cubic Meter (mg/m3)

Page 449

� NO x - 14.2 to 26.3 microgram per Cubic Meter (mg/m3)

Results found are far less than the prescribed standards:-

• Selected 12 Noise analysis areas description is as follows:-

� Noise level at day time 50.2 to 63.2 Leq dB (A)

� Noise level at Night time 3 9.4 to 57.1 Leq dB(A)

• Collection of samples was done at 9 places for ground water quality in which TDS varies from

978 to 1489 mg/l, PH varies from 7.08 to 7.56, total hardness varies from 360.80 to 581.12 mg/l.

• Soil quality analysis shows that pH varies from 7.26 to 8.01, organic carbon from 0.40 to 0.67

%, Nitrogen from 174.89 to 223.98 Kg per hectare and phosphorus from 14.93 to 19.08 Kg. per

hectare.

� He told that what impact will occur on the environment due to this expansion. For knowing this they

are calculating maximum incremental concentration,the details of which is given in the figure. All the

pollutants will be within prescribed standard.

� While ana lysing Environmental Mana gement plan he sa id that.

• For air quality management bag house will be installed in kiln, coal mill and cement will and

ESP in clinker cooler will be installed

• Bag filters will be installed at every transportation points.

• Vacuum Sweeping will be done and paved road will be constructed.

• Clinker, cement and fly ash will be stored in silos

• Gypsum, coal and pet coke will be stored is covered sheds.

� While Descr ibing the Noise Management he said-

• Proper maintenance, oiling and greasing of machines at regular interval are done to keep the

noise level low.

• Personal protective equipments like Ear muffs and ear plugs will be provided to all employees

working in high noise generating areas.

• Compressor and Turbine will be established in closed building.

• Green Belt of appropriate width has been developed all along the plant boundary and will be

further enhanced

• Regular monitoring of noise level is being/ will be carried out and corrective measures in

concerned machinery will be adopted accordingly to the possible extent

� While Descr ibing the green belt development he said:-

• Out of the total existing plant area (i.e. 187.56 ha), about 63.8 ha (i.e. 34% of the total existing

plant area) has already been developed under green belt / plantation.

Page 450

• Additional 38.5 ha (33 %) will be further developed under green belt/ plantation for new

proposed area in order to reduce dust & noise pollution levels & to increase aesthetic beauty

of the area.

• Presently there are 164972 numbers of saplings in 63.8 hectare area.

• SCL is now proposing to develop 1000 trees and shrubs/ hectare in new proposed area.

Shri Rakesh Bhargav said as shown in figure, green belt is being/ will be developed in plant premises and

near by villages.

� While focusing on solid and hazardous waste management he said that Shree Cement is not

generating any waste and we are using wastes of other industries in our plant. All ash generated in

power houses is used for production of cement.

Sludge from STP plant is used of as manure for development of green belt. As per Ministry guideline

waste generated from other units like paint sludge, automobile, ETP sludge, phosphate sludge, CETP

sludge etc is used as A.F.R. waste oil generated is sold to CPCB authorised recyclers.

� He said on water management that

• No waste water is generated.

• We have installed STP

• Waste water from R.O. is used in synthetic gypsum plant and water will be used for dust

suppression and ash quenching.

• Rain water harvesting is done within the plant premises.

� Giving description of occupational Health and safely he said that Shree Cement as given in figure is

maintaining healthy and safe working environment for workers. These methods are same as given in

mines.

� Details of C.S.R. done by Shree cement are as follows-

• As given in figure we are doing more work on education of children.

• Under women's empowerment and skill development program, training of Sewing, hand

embroidery, Beauty parlour and speaking is given. In 2014 around 200 peoples get benefit

from this

• We provide support in marriage of B.P.L. Families. We provide aid of Rs. 25000 to girls with

age of more than 18 years for selected families. In 2015-16 we support in marriage of 26 girls.

• We have made women's self help groups which are 9 in number in which total number of

women is 108. Total saving of the group is Rs. 3,40,019 and bank loan for 5 groups is Rs.

4,85,000.

• Under save girl child campaign we have supported B.P.L. families for fixed deposits of Rs.

5,000 for 18 years and this amount can be withdrawn only when the girl attains 18 years of

age. In 2015-16, 13 girls are benefitted by this.

Page 451

• Under Youth Employment training, we are providing training of low budget Toilets, Plumber

mason and mobile repairing to the youth. Till now around 209 people get benefitted from

this.

• Under drinking water plan, we supply drinking water in summer season. Around 450 students

from Govt. School of Kheda, Bhagatpura and Bhimgarh are getting benefits from this.

• Under Drinking water supply scheme, we have installed tube wells, submersible motor,

underground pipeline, as mentioned in the figure and around 1100 peoples got benefit from

this.

• Under agriculture and horticulture development program, with the help of Government

Agriculture and horticulture department, we provide subsidy to farmers for Agricultural

equipments like sprinkler set, sprayers, chaff cutter etc. In 2015-16 around 95 farmers was

benefitted by this program.

• We also distribute seeds under which in 2015-16 around 743 farmers was benefitted.

• Under sapling distribution program , we distribute saplings of fruits bearing plants which

includes mainly Pomegranate (Anar). Ber, Nimbu, Bail patra, Genda and plants providing

shades. Around 12870 and 4652 plants (saplings) were distributed in year 2014-15 and 2015-16

respectively.

• Shree Cement is working for strengthening and self employment of farmers, for that we take

farmers to Krishi Vigyan Kendra, Ajmer and trained them for organic farming. Its seems from

the picture that farmers are benefitted from this tour. Around 874 farmers are benefitted

from this till now.

• We organized meeting regarding planning and awareness at village level, which create

awareness among vi llagers about the different developmental issues. From the given pictures

it is clear that villagers involvement in this program is very much. In these meetings issues like

agriculture issue, livestock management, land are discussed. For this we have organised 10

awareness camps.

• Regarding livestock management he said that from this picture it is clear that to prevent

animals from disease, we provide vaccination and we aware people for that. Till now 11574

animals are benefitted.

• Giving detail regarding natural Resource Management he told how Shree Cement is making

dams and anicut for conservation of water . He display the pictures of dams and Anicut

made by Shree Cement.

• He displays the pictures of social and religious programmes supported by Shree Cement.

Page 452

• Under infrastructure development program, 11 hathai sheds are constructed. To improve the

health facilities in nearby villages Sub Health Centres are constructed in village Bhimgarh and

Bhagatpura.

• In nearby villages 12 Multipurpose community centres are constructed. Also in Jawangarh,

Bhimgarh and Ja gtiya, boundary wall has been constructed of four government schools.

• At 18 places in nearby villages roads have been constructed and around 6000 meter have

been constructed in 12 villages. In 2015-16 in Butiwas and Pratap Nagar Cemented road is

constructed. In Six different government schools s ix different additional classroom are

constructed. 23 water tanks - Pyau are constructed in different villages till now. Seven culverts

are constructed in five villages and repairing of one pipe culvert at Jawangarh in year 2015-16

has been done.

• 18 khelis are constructed for animals.

• Under- Employee self service sa fety School and social awareness program, school safety

awareness program, Computer Education in schools, Drawing training for engineering etc are

organised and rallies are organized on anti-tabacco day and AIDS Day.

� Therefore it is very clear, how Shree Cement is working for society by creating awareness programmes

and how people are benefitted.

� Elucidating about the awards received by Shree Cement Shri Rakesh Bhargav shows photographs that

they have received awards from different Government and non-government organisations. It shows

clearly that Shree Cement is working towards Control of Pollution.

• In 2012 Mother Teresa Award for Corporate Citizenship was awarded

• In 2013 Corporate Governance Award for Best C.S.R. Practices

• In 2014-15 Bhamashah Award was given

• In 2015, FICCI CSR award for best C.S.R. Practices

� This Shows that we are full filling our C.S.R. responsibilities very well. Then w hile mentioning news

coverage, he told that it is all in front of you how and where Shree Cement is working a nd with this he

thanks to all the villa gers for listening him peacefully and complete the presentation.

� After this Honourable Collector Shri Kumar Pal Gautam Ji said after listening to complete description if

any one has any suggestion or want to say something about this proposed expansion he/she can say it.

1. On this one villager stands up and said that due to Shree Cement development along with

employment opportunity has increased in the area. No one should have any objection with the

proposed expansion of this project.

2. Villagers said that due to Shree Cement drinking water problems of the area has been solved and

people are getting employment nearby their homes.

3. Along with this Shree Cement helps in construction of schools and hospitals in villages.

Page 453

4. Villagers told that they are satisfied by Plantation and C.S.R. activities done by Shree Cement and

there is no problem of pollution.

5. Some villagers raised objections for pollution from Cement plant in verbal and written application

which is enclosed with this proceedings.

� During Public hearing applications are received from following which are enclosed here:-

Details of Application received during public hearing held on 20.4.2016

S.No. Name and Address

1. Shri Ajeet Singh, Village: Babra, Amar Singh r/o Ras, Javan Singh, vi llage: Andheri Dewri,

Tehsil: Jaitaran, Pali

2. Tej Singh Gurjar, Village: Ras, Tehsil: Jaitaran, Pali

3. Pappu Kathat, Mangla Paras Kathat, Chaina, Village: Bhagatpura Tehsil: Jaitaran, Pali

4. Paras, Ugmaram, Raju Bhai, Bhakar, Paima, Raju, Village: Bairuji Ki Dhani, Tehsil: Jaitaran, Pali

5. Kaluram, Rajasthan Situ Union, Jaitaran, Pali

6. Puran Singh, Govind, Rakesh, Seema, Suva Lal, Village: Butiwas Jaitaran, Pali

7. Lunaram Tanwar Ex-Director, Agricultural Product Market Committee, Jaitaran, Pali

8. Raj Kathat, Arjun Kathat, Jaitaran, Pali

9. Kaluram Gurjar, Village: Nimbeti, Jaitaran, Pali

10. Shiv Lal Gurjar, Village: Gopaldara (Babra) Jaitaran, Pali

11. Dayalram Gurjar, Village: Kheda (Ras), Jaitaran, Pali

12. Rekha Tailor, Pratapi, Jaitaran, Pali

13. Arvind Singh (State General Secretary) Janta Adhikar and Village Development Center, Village

:Sevariya, Jaitaran, Pali

14. Rasa Singh Rawat (Panchayat Committee member), Ward No. 13, Gram Panchayat Ras-

Sevariya, Jaitaran Pali

Rajeev Pareek Kumar Pal Gautam

(Regional Officer) ( District Collector )

Raja sthan State Pollution Pali (Rajasthan)

Control Board, Pali (Rajasthan).

Page 454

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Raiasthan

RAJASTHANSTATE POLLUTION CONTROLBOARD

4, Institutional Area, Jhalana Doongari, Jaipur-302 004

Phone: 0141-5159600,5159695Fax: 0141-5159697

www.rpcb.nic.in

Revised Authorization

./File No: F(HSW)/PALI(jaitaran)/1(1}/2008-2009/913-915 Dater- 24/06/2015

Unit Id 489

Mis Shree Cement Ltd.~~ngur Nagar, Post Box No. 33, AndheriDeori Tehsil:Masuda

District:Ajmer

Sub» Authorization for operating a facility for Collection, Disposal, Generation, Reception,

Storage, Treatment of Hazardous Wastes Under Hazardous Waste (Management,

Handling and Transboundary Movement) Rules, 2008.

Ref:- Your application dated: 20/06/2013 received on 02/07/2013 and subsequent corresponde

Sir

Number of authorization RPCB/HWM/2015-2016/SWMC/HSW /25.

2 Vice President (Environment) of M/s Shree Cement Ltd. is hereby granted an

authorization under Rule 5 (4) of Hazardous Waste (Management, Handling and

Transboundary Movement) Rules, 2008 made under the Environment

(Protection) Act, 1986 to operate a facility for Collection, Disposal, Generation,

Reception, Storage, Treatment of Hazardous waste on the premises situated at

Premises of M/s Shree Cement Ltd" Ras District: Patio

3 The authorization is granted for the Collection, Disposal. Generation, Reception, Storage,

Treatment of hazardous waste of following categories in the premises of the industry only.

SNo Type of Category Quantity/ Hazardous Waste

Hazardous wasteSch Code

Unit Disposal Practice

1 Phosphate sludge 50.00 Utilization for co) 12.5

TPD processing

2 Process Wastes, residues and 150.00 Utilization for co

sludges ) 21.1TON/DAY processing

3 Chemical sludge from waste 50.00 Utilization for co

water treatment I 34.3TPD processing

4 Used/ spent oil . 300.00 Sales to RegisteredI 5.1

KLA Recycler

5 Tyre Chips 500.00 Utilization for co

I OWOlTON/DAY processing

4 The authorization shall be in force for period from 20/06/2013 to 30/05/2018 .

Page 1 of4

Page 461

http://www.rpcb.nic.in


4, Institutional Area, Jhalana Doongari, 'aipur-302 004

Phone: 0141-5159600,5159695Fax: 0141-5159697

www.rpcb.nic.in


RMlsthf!D

File No: F(HSW)/PALI(Jaitaran)/1(1)/2008-2009/913-915 Date» 24/06/2015

Unit Id 489

5 That this authorization shall ceased to be valid & shall be liable to be revoked

without any further notice in case of refusal/expiry of consent to operate under

the provrsions of Water(Prevention and Control of Pollution) Act,1974 and

Air(Prevention and Control of Pollution)Act,1981 by the State Board.

6 That no recycling/re-processing of the hazardous waste covered under schedule

IV shall be carried without prior valid registration with Competent Authority as

recycler/ re-processor of hazardous waste under the rule 8 of the HW (M,H

TM)Rules,2008.

7 That in case of any expansion or change in process or product or change in mode

/ practice of disposal of hazardous waste or its quantity, industr-y shall obtain

fresh Authorization.

U That the authorization shall be treated valid with valid Consent to Operate under

Water Act/Air Act.

9 That the industry shall utilize Paint Sludge from Automobile sector (Hazardous

Waste cat 21.1), Phosphate Sludge (Hazardous Waste cat. 12.5) and ETP Sludge

(Hazardous Waste Cat. 34.3) for co-processing as per the regular permission

granted by the CPCB vide its letter no. B-33014/H-34/2009/PCI-II/5252 dated

20/09/2011 and letter no B-33014/2012/PCI-II/1576 dated 24/05/2013

respectively. The unit shall comply with all the conditions of regular permission

issued by CPCB vide the aforesaid letters.

10 That no other hazardous waste shall be utilized for co-processing as a

supplementary resource or for energy recovery, or after processing without

prior & valid approval Central Pollution Control Board under the rule 11 of the

HW(M,H &TM) Rules 2008.

11 That the industry shall comply the procedure and norms for collection,

transportation, storage, record keeping, air poUutJon control requirements,

emission standards, monitoring requirements as specified in the Guidelines 011

Co-processing in Cement/Power/Steel Industry issued by CPCB in Feb. 2010.

12 That this authorization shall ceased to be valid & shall be revoked without any

further notice in case of refusal/expiry of approval for utilization of hazardous

waste as a supplementary resource or for energy recovery, or after processing

under Rule 11 issued by the Central Pollution Control Board.

13 The authorization IS subject to the conditions stated at Annexure "A" enclosed with the

authorization letter and the such conditions as may be specified in the Rules for the time

being forced under the Environmental (Protection) Act, 1986.

Page 2 of 4

Page 462




Phone: 0141-5159600,S159695Fax: 0141-5159697

www.rpcb.nic.in


Raltlslhap

File No: F(HSW)/PALI(Jaitaran)/1(1)/2008-Z009/913-915 Dater- 24/06/2015

Unit Id 489

14 The unit has to display and maintain the data online outside the factory main gate in lIindi

& English both on a 6'X 4' display board in the manner & format prescribed at Annexure

"B" and the report of the Compliance along with photograph shall be submitted to this

office & Regional Office. time to time.

15 That the annual

submitted to the

reports/returns in the form prescribed under the Rules shall 1)('

Board by 30th June of every year and records of hazardous waste

Generation, handling & management shall be maintained according to the provisions of

the Hazardous Waste (Management. Handling and Transboundary Movement) Rules, 2008

and shown & submitted to the Board as and when asked for.

16 The hazardous waste should not be stored for a period beyond 90 days, failing which the

authorization shall deemed to be revoked.

17 It shall be ensured that the Hazardous waste is handled, managed & disposed of strictly

in accordance with the Hazardous Waste (Management. Handling and Transboundary

Movement) Rules. 2008. Non compliance of the Rules or any of the conditions contained

10 the authonzanon shall be tantamount to automatic cancellation/revocation of the

authorization.

18 The operator of the facility shall liable to· comply any other conditions as per the

guidelines isssued by the MoEF or CPCB or State Board related to collection, disposal,

reception, storage & treatment of hazardous waste.

19 That this revised authorization letter shall supercede the earlier authorization letter no

2013-2014/SWMC/HSW /84/3031-3033 dated 18/07/2013

20 That Authorization is issued under the provisions of Hazardous Waste

(Management ,Handling and Transboundary Movement) Rules, 2008 from the

environmental angle only, and does not absolve the project proponent from the

other statutory obligations prescribed under any other law or any other

instrument in force. The sole and complete responsibility, to comply with

conditions laid down in all other for the time-being in force, rests with the

industry/unit/project proponent.

21 That this Authorization shall not, in any way, adversely affect or jeopardize the legal

proceeding, if any, instituted in the past or that could be instituted agamt you by the

State Board for violation of the provisions of the Act or the Rules made thereunder.

Page 3 of 4

Page 463


R@jasthap

RAJASTHAN STATE POLLUTION CONTROL BOARD


Phone:0141-5159600,5159695Fax:0141-S159697

www.rpcb.nic.in


FileNo: F(HSW)/PALI(Jaitaran)/1(1)/Z008-Z009/913-915 Date» 24/06/2015

Unit Id 489

This bears the approval of the competent authority.

Yours Sincerely

Grouplncharge

CopyTor-

1 Regio I Officer, Regional Office, Rajasthan State Pollution Control BoardPali to

e compliance of conditions

2

Page 4 of 4

Page 464


\ ) u.

J

TERMS AND CONDITIONS OF AUJfHORISATION

( I) The authorization shall comply with the provision of the Environment (Protection) Act, 1986 and the rules made

there UI der.

(2) The autt orization or its renewal shall be produced for inspection at the request of an officer authorized b~ ~hl'

SPCB..

(3) The person authorized for hazardous waste management shall not rent, lend, sell transfer or otherwise transport tlw

hazardoi s waste without obtainirg prior permission of the SPCB.

(4) All) una rtnorized change in personnel, equipment and working conditions as mentioned in the application b~ til...·

person authorized shall constitute a breach of his authorization.

t 5 I It is duty of the authorized person to take prior permission of the SPCB before closing down the facility

(01 An apptication tor the renewal ofan authorization shall be made as laid down 111 Rule 5 (6) (ii)

(7) The occ rpier and operator of the authorized facility shall maintain records of its operations and send annu.u

returns to the SPCS' in the specif-ed Form 4 respectively.

18\ Before transferring ownership or operation of a facility during its operating life. Or of a disposal facilir, during th,

post closure care period, the owner or operator must seek prior permission of the $PCB and must nOlit) the nl'\\

'occupier' or 'operator' in writing of the requirements of this authorization. The new occupier or operator ,h,d.

comply with all applicable requirements of the authorization granted to the facility.

(9) Before a1 occupier or operator transports. Treats, stores, or disposes off any hazardous waste. Occupier or operator

of a facility must conduct a detai ed physical and chemical analysis ofa representative sample of the waste as per ,I

written waste analysis plan to be developed and followed by the Occupier or Operator of a facility and appro- n1

by the S )eB. At the minimum, this waste analysis must contain all the information which must be known to treat.

store or dispose off the waste. At the minimum. 'the waste analysis plan must specify:

a. The parameters for which each hazardous waste will be analyzed and the rationale for the selection of tnc-«:

para meters.

h. The sampling method to obtain a representative sample of the waste to be analyzed.

c The test method. which will be used to test these parameters.

d. The laboratory in which the analysis s to be carried out.

c.' The frequency with which ':he initial analysis of the waste will be reviewed or repeated to ensure li1.ll lIJ,

analvsis is accurate and up :0 date. (The analysis must be repeated as necessary to ensure thai it IS <llTU\"ll

and up to date. At the minimum, the analysis must be repeated. wherever there is a change if' tile procevs ,:1111

opel ation generating the hazardous waste.)

( 10) For 01'1'- site facilities. the occupier or operator must inspect and if necessary, analyze each hazardous " :ht.

consignr ient received at the facility to determine whether it matches with the identify of the waste specified (1(1 ih,

accompanying manifest.

I II) Ihe occupier and operator must orevent i.nknown entry and minimize the possibility for the unauthorized t:ntr~ ,'1

persons or livestock onto the active portions of his (her) facility. There should be an appropriate 24 I'lllll

surveillance system, a natural and artificial barrier surrounding the active portion of the facility. and a means I,

control entry at all times through the gales. Signs with the legend "Danger- unauthorized personnel keep out" muxt

he posted at each entrance to active portion ofa facility. The legend must be written in English and 111 Vernacular

Language predominant in the area surrounding the facility and must be legible from a distance orat least IOIll

( J 2) The occupier or operator must develop and maintain a written schedule tor inspecting all monitoring equlpmellt

safety and emergency equipment, security devices and equipment that are important lor preventing delt:<..:\\I\g.101

responding to environmental or human health hazards. The schedule must identify the type of problems to look tOI

during ihe periodic inspection by the occupier/operator and frequency of inspection to each item of schedule 11'1

mspectic n details including date and time of inspection, name of the inspector. observations during mspecuor •.

nature and details of any repairs or other remedial actions shall be recorded and such records shall he maintained

101' at least 3 years.

I IJ) ,\11 the Iscility personnel must be well informed about the hazardous waste management procedure relevant I' -:.:

positiorn in which they arc em): loyed. A II the facility personnel must be trained to ensure that thc~ are able t·

respond effectively to ernergenc es by familiarizing them with the emergency procedures. emergency equipment

operations and communication 01' alarm systems,

Page I 01'3

Page 465

•

. ,It

(14) Facilities must be established, tasted periodically and maintained to minimize the possibility ola fir,

any unplanned sudden or non-sudden release or hazardous waste to air, soil, sub surface or surface

could threaten human health or environment.

(15) Wherever and whenever hazardous material is being handled, all personnel involved in thc operation 11.

immediate access to an internal alarm or emergency communication device, such a; a telephone capable 01

for external assistance.

( 16) The occupier or operator of' the facility must maintain aisle space to allow the unobstructed move men'.

personnel and equipments to any area of the facility in an emergency.

( 17) The occupier of operator of the facility must make arrangements, as appropriate for the type of waste handled at

the facility, '

a. To familiarize police, fire departments and emergency response terms with the layout of the facility. properties 01

hazardous waste handled at the facility and associated hazards and possible evacuation routes.

b. To familiarize local hospitals with the properties cf hazardous waste handled and the type of injuries or illnessc-,

this could result from fires, explosions or releases at the facility.

(18) Each occupier or operator of the facility must develop, implement, maintain and keep up to date, a conungency

plan designed to minimize impacts on human health or the environment from fires explosions or any unplanned

sudden or non- sudden release of hazardous waste to air, soi or water environment.

The contingency plan must include.

a, Arrangements agreed to by local police departments fire departments hospitals State and local crnergcr«; \

response terms to coordinate emergency services

b. List of names, addresses and phone numbers of all persons qua Iified to act as emergency coordinator who IS

responsible for all emergency response measures.

c. List of all emergency equipment at the facility, lind

d. Evacuation plan for facility personnel where there is a possibility that evacuation could be necessary

fL@sponation and recet,tion of hazardous wastes:

( 19) An occupier or operator who transports or offers for transportation, hazardous wastes for off-site treatment.

storage or disposal, must prepare a manifest, in six copies, and must designate on the manifest one facility which 1\

permitted to handle the waste described on the mani fest.

(20) The occupier/operator who offers the wastes for transportation must:

a. Sign the manifest certification by hand

b. Obtain hand-written signature of the transporter and the <late of acceptance.

c. Retain one copy and send one copy to the SPCB, and

d. Give the remaining copies of the manifest to the transporter for necessary action Is per manifest system

(21) Before transporti ng of hazardous waste or offering hazardous waste for transportation off-site. the

occupier/operator must package the waste in accorcance with the requirements 10 respect of packaging, labelmg

and marking.

(7.2) An occupier/ operator shall not offer for transport or receive hazardous wastes from a transporter who has 11111

received an authorization, for transport of hazardous wastes, fom the SPCB.

(13) A transporter must not accept hazardous waste from a generator unless it is accompanied by a manifest signed [n

the generator. The transporter must sign and date the manifest acknowledging accept snce of the hazardous wast«

from the generator and ensure that the manifest accompanies the hazardous waste.

(24) A transporter who delivers a hazardous waste to the designated facility, indicated in t ie manifest must obtain lhL

date ofthe delivery and handwritten signature of the operator of the designated facilit. on the mani fest. rCl<\\1lnne

copy of the manifest for a period of three years and give the remaining copies of thl manifest to lhe ueslgll<llc(\

facility.

(25) In the event of an accident and discharge of hazardous waste during transportation. the transporter must take

appropriate immediate action to protect human healtl and the environment, (e.g. notil ~ to SpeB. local police and

district administration, build a dyke to contain the discharge area) and must clean up t:le discharge as requiremem

and approved by the State Board,

(26) If a facility receives hazardous waste accompanied by a manifest, the operator must Sign and date each cop)' or themanifest to certify that the hazardous waste as per the manifest was received.

I r-RM.-S.i\NP CONDITIONS OF AUTHORISATION Page 2"f3

Page 466

a. Record any significant discrepancy in the Manifest.

b. Immediately give the transporter at lest one copy of the signed manifest.

c. Within 15 days from the date of delivery send a copy of the signed manifest to the generator and 1(' 1!1"

-,P<'B/PCC.

d. Retain at the facility a copy of each manifest.

C!.7) Manifest discrepancies are differences between the quantities or type of hazardous waste desrgnuted on I~,t'

man ires. and the quantity or type of hazardous waste a facility actually receives.

(2X) If the gmcratorlSPCBss do not get back the signed manifest from the designed facility , generator has 10 brrng 1111

to the notice of SPCBs and appropriate action has to be initiated by the SPCBs to identi fy and recut ~ th~'

deficiency.

(29) A transporter should engage drivers, pro v ided with special training for handling and transport of hazardous \\ ilSt.:,

Vehicle.: transporting the hazardous wastes and shall carry the Transport Emergency (TREM) card, In the event ,)1

accidental spillage during transport the instructions of the TREM card has to be followed.

(30) Driver I 'aining shall, at the mini num, include:

a. US( of the manifest system

b. US( of emcrgency equipment, such as fire extinguisher, gas mask, first aid etc

c. Procedure to be followed in case of an emergency during transit

d. USl ofTREM card

C\ \) If the transporter cannot delive. the hazardous waste in accordance with the requirements he must contact :/H'

generate r for further directions.

13.~) The trar sporter should ensure that ignitable, reactive or non-compatible waste are not transported along \\ Ith Ihl

other wr.ste. The transport vehicle should have proper lining cover, cushioning, shock absorbers etc.

IIA0JQI"LNG ,II,]\D STORAGE OF HA2-ARDQ.US WASTES

(].») Oil-site uorage of the hazardous waste shall be permitted for a maximum period of90 days, maximum quanuiy "I

10 LOne; 01' a truck load, whichever is less, unless otherwise specially permitted. It must be stored 111 .11i

environmentally sound manner ie. in isolated location away from the plant operational area,

(.\.1) The off-site storage at a hazardo rs waste treatment, storage and disposal facility shall be permitted for a minimun:

period ai required for economical and efficient treatment/disposal of the hazardous wastes,

\3~) The stOIage facility should have an appropriate containment system as per the "Spill Prevention, Control ,111'1

Counter Measures Pian", approved by the SPCB,

;:Ill) Each container holding hazardous wastes shall be marked "HAZARDOUS WASTF" in red color. both if' F,lIgll~h,

Hindi and in Vernacular language (s)

(37) The occ rpier or operator must take precautions to prevent accidental ignition or reaction of Ignitable or reacu «

wastes, !,uch waste must be separated and protected from sources of ignition or reaction including, out not III "l~' ..

(0. open flames, smoking. cutting and welding, hot surfaces, frictional heat, water, sparks, radiant hear eli ...

(38) The containment system in the storage area should be designed and operated to

a, Have an underlying base free from cracks and sufficiently impervious to contain leachate an) leaks, ~rilh ':IL'

b. Ora nand remove liquids which may result from leak, spill or precipitation.

(.." Contain at least 1-% of the volume of containers or the largest container whichever is higher

d. "Ru i-on" into the containment syster i should be prevented

e. l luve a slump or collection area to collect any leak, spill or precipitation and provision for Immediate trall~llI

01' t~ e same to prevent overflow of the collection system,

(39) Hazardo JS wastes must not be placed in tanks for storage/treatment. Otherwise. it could cause the LUn~ P' it< 11,\·:,'

(0 rupture. leak, corrode and fail before the end of its intended life, Uncovered tanks must be operated 10 ensure _,\

least 60 ern free board.

(40) The was e oil 01' spend/used oil will be sold/auctioned only to the refiner having valid registration With Milmt;'

of Environment and Forest Government of India/Central Pollution Control Board, Deihl as actual user He ShUll!-!

also have valid authorization under Hazardous waste management rules and also consent under Air and Water \~.(

Issteu I'I')m the related State Board,

Environmental Engineer S\\ 1\H. I

Page 'J of I

Page 467

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Page 470


Rajasthan



Phone: 0141-5159600,5159695Fax: 0141-5159697

File No: F(HSW)/PaIiOaitaran)/13(1)/2015-2016/1738-1740 Date:- 11/08/2015

Unit Id 59871

M/s Shree Cement Limited s

Village Ras, Tehsil.laitaran

District: Pali

Sub:- Authorization for operating a facility for Collection, Disposal, Reception, Storage,

Treatment of Hazardous Wastes Under Hazardous Waste (Management, Handling and

Transboundary Movement) Rules, 2008.

Ref:- Your application dated: 05/01/2015 received on 15/01/2015 and subsequent corresponde

Sir

1 Number of authorization RPCB/HWM/2015-2016/SWMC/HSW /54.

2 Vice President (Environment) of M/s Shree Cement Limited s is hereby granted an

authorization under Rule 5 (4) of Hazardous Waste (Management, Handling and

Transboundary Movement) Rules, 2008 made under the Environment

(Protection) Act, 1986 to operate a facility for Collection, Disposal, Reception,

Storage, Treatment of Hazardous waste on the premises situated at Village Ras,

Tehsil [aitaran, District: Pali.

3 The authorization is granted for the Collection, Disposal, Reception, Storage, Treatment

of hazardous waste of following categories in the premises of the industry only.

SNo Type of Category Quantity/ Hazardous Waste

Hazardous wasteSch Code

Unit Disposal Practice

1 waste/residues containing oil 200.00 CoProcessing in

(Grinding Waste) I 5.2TPM Cement kiln

2 Wastes / residues containing 200.00 CoProcessing in

oil (Oilsoaked cotton) I 5.2TPM Cement kiln

4 The authorization shall be in force for period from 11/08/2015 to 31/07/2020 .

5 That this authorization shall ceased to be valid & shall be liable to be revoked

without any furthor notice in case of refusal/expiry of consent to operate under

the provisions of Water(Prevention and Control of Pollution) Act,1974 and

Air(Prevention and Control of Pollution)Act,1981 by the State Board.

6 That no recycling/re-processing of the hazardous waste covered under schedule

IV shall be carried without prior valid registration with Competent Authority as

recycler/ re-processor of hazardous waste under the rule 8 of the HW (M,H TM)

Rules, 2008

Page 1 of 3

Page 471



Phone: 0141-5159600,5159695Fax: 0141-5159697

Rajasthan


File No: F(HSW)/PaliOaitaran)/13(1)/2015-2016/1738-1740 Date.- 11/08/2015

Unit Id 59871

7 That no other hazardous waste shall be utilized for co-processing as a

supplementary resource or for energy recovery, or after processing without

prior valid approval of Centratj.Potlution, Contra .Board- u-..~..G~.-the rul- "'1-UI .he

HW (M,H TM) Rules,2008.

8 That in case of any expansion or change in process or product or change in mode

/ practice of disposal of hazardous waste or its quantity, industry shall obtain

fresh Authorization.

9 That the authorization shall be treated valid with valid Consent to

Operate under Water Act/Air Act.

10 That the industry shall utilize grinding waste and oil soaked cotton (Hazardous

Waste Cat.S.2) of M/s Gillette India Limited, Bhiwadi for co-processing in cement

kiln as per the regular permission granted by the CPCB vide its letter no.

B-33014/201S/PCI-II/ dated 04/06/2015. The unit shall comply with all the

conditions of regular permission issued by CPCB vide the aforesaid letter.

11 That the industry shall comply the procedure and norms for collection,

transportation, storage, record keeping, air pollution control requirements,

emission standards, monitoring requirements as specified in the Guidelines on

Co-processing in Cement/Power/Steel Industry issued by CPCB in Feb. 2010.

12 That this authorization shall ceased to be valid and shall be :revoked without any

further notice in case of refusal/expiry of approval for utilization of hazardous

waste as a supplementary resource or for energy recovery, or after processing

und -tJilllei1 issued. by the Central Pollution Control Boar.

13 The authorization is subject to the conditions stated at Annexure "An enclosed with the

authorization letter and the such conditions as may be specified in the Rules for the time

being forced under the Environmental (Protection) Act, 1986.

14 The unit has to display and maintain the data online outside the factory main gate in Hindi

& English both on a 6'X 4' display board in the manner & format prescribed at Annexure

"B" and the report of the Compliance along with photograph shall be submitted to this

office & Regional Office, time to time.

15 That the annual reports/returns in the form prescribed under the Rules shall be

submitted to the Board by 30th June of every year and records of hazardous waste

Generation, handling & management shall be maintained according to the provisions of

the Hazardous Waste (Management, Handling and Transboundary Movement) Rules, 2008

and shown & submitted to the Board as and when asked for.

16 The hazardous waste should not be stored for a period beyond 90 days, failing which the

authorization shall deemed to be revoked.

Page 472

Rajasthan



Phone: 0141-5159600,5159695Fax: 0141-5159697


File No: F(HSW)/PaliOaitaran)/13(1)/2015-2016/1738-1740 Date:- 11/08/2015

Unit ld 59871

17 It shall be ensured that the Hazardous waste is handled, managed & disposed of strictly

in accordance with the Hazardous Waste (Management, Handling and Transboundary

Movement) Rules, 20Q8. Non- compliance of the Rules or any of the conditions contained

in 'the authorization shall be tantamount to automatic cancellation/revocation of the

authorization.

18 The operator of the facility shall liable to comply any other conditions as per the

guidelines isssued by the MoEF or CPCB or State Board related to collection, disposal,

reception, storage & treatment of hazardous waste.

19 That this revised authorization letter shall supercede the earlier authorization letter no

2015-2016/SWMC/HSW /51/1693-1695 dated 05/08/2015

20 That Authorization is issued under the provisions of Hazardous Waste

(Management ,Handling and Transboundary Movement) Rules, 2008 from the

environmental angle only, and does not absolve the project proponent from the

other statutory obligations prescribed under any other law or any other

instrument in force. The sole and complete responsibility, to comply with

conditions laid down in all other for the time-being in force,rests with the

industry/unit/project proponent.

21 That this Authorization shall not, in any way, adversely affect or jeopardize the legal

proceeding, if any, instituted in the past or that could be instituted againt you by the

State Board for violation of the provisions of the Act or the Rules-made thereunder.

This bears the approval of the competent authority.

Yours Sincerely

Group Incharge

CopyTo:-

1

2

cer, Regional Office, Rajasthan State Pollution Control B

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,."

TERMS AND CONDITIONS OF AU'lrHORISATION

( I) The authorization shall comply with the provision of the Environment (Protection) Act, 1986 and the rules made

there under.

(2) The autr orization or its renewal shall be produced for inspection at the request of an officer authorized b) tht:

SpeB..

(3) The person authorized for hazardous waste management shall not rent, lend, sell transfer or otherwise transport the

hazardot s waste without obtaining prior permission of the spes.

(4) Ally una.nhorized change in personnel, equipment and working conditions as mentioned in the application b! the

person authorized shall constitute a breach of his authorization.

(5) It is duty of the authorized person to take prior permission of the spes before closing down the facility.

(6) An application tor the renewal of an authorization shall be made as laid down in Rule 5 (6) (ii).

(7) The occupier and operator of the authorized facility shall maintain records of its operations and send annua.

returns to the spes in the specified Form 4 respectively. '

nn Before transferring ownership or operation of a facility during its operating life. Or of a disposal facility dunng tht:

post closure care period, the owner or operator must seek prior permission of the spes and must notify the ne«

'occupier" or 'operator' in writing of the requirements of this authorization. The new occupier or operator sh,dl

comply with all applicable requirements of the authorization granted to the facility.

(9) Before an occupier or operator transports, Treats, stores, or disposes off any hazardous waste. Occupier or operator

of a facil ity must conduct a detai .ed physical and chemical analysis of a representative sample of the waste as per ,I

written waste analysis plan to be developed and followed by the Occupier or Operator of a facility and approved

by the S )CB. At the minimum, this waste analysis must contain all the information which must be known to treat.

store or dispose off the waste. At the minimum, the waste analysis plan must specify:

a. The parameters for which each hazardous waste will be analyzed and the rationale tor the selection of thexc

para meters.

h. The sampling method to obtain a representative sample of the waste to he analyzed,

c. The test method. which will be used to test these parameters.

d." The laboratory in which the analysis is to be carried out.

e. The frequency with which .he initial analysis of the waste will be reviewed or repeated to ensure thu: IhL

anal ysis is accurate and up :0 date. {The analysis must be repeated as necessary to ensure that it i~ al'('LII'~llL

and up to date. At the minimum, the analysis must be repeated. wherever there is a change in the procevs ",hi

opei ation generati ng the hazardous waste.)

(10) For off- site facilities, the occupier or operator must inspect and if necessary, analyze each hazardous c'. ,I,lL'

consignrient received at the facility to determine whether it matches with the identify of the waste specified on lhl

aCC0ll1p2nying manifest.

( II) Fhe occupier and operator must orevent t.nknown entry and minimize the possibil ity for the unauthorized elitr~ ,,;

persons or Iivestock onto the active portions of his (her) facility. There should be an appropriate ~4 I'PUI

surveillance system, a natural and artificial barrier surrounding the active portion or the facility, and a mean, (,.

control entry at all times through the gates. Signs with the legend "Danger- unauthorized personnel keep out" must

he posted at each entrance to active portion ofa facility. The legend must be written in English and inVernacul.a

Language predominant in the area surrounding the facility and must be legible from a distance of at least 10m.

(12) The occupier or operator must develop and maintain a written schedule for inspecting all monitoring equipment.

safety and emergency equipment, security devices and equipment that are important for preventing detecting or

responding to environmental or human health hazards, The schedule must identify the type of problems to look fOI

Juring the periodic inspection by the occupier/operator and frequency of inspection to each item of schedule. Th.

inspection details including date and time of inspection, name of the inspector. observations during inspection.

nature and details of any repairs or other remedial actions shall be recorded and such records shall be maintamcd

for at least 3 years.

(IJ) All the ticility personnel must be well informed about the hazardous waste management procedure relevant l') "c

positions in which they are ernp loyed. All the facility personnel must be trained to ensure that the) are ahlv l"

respond effectively to emergencies by familiarizing them with the emergency procedures. emergency cquipr tcr-t

operations and communication O!' alarm systems.

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Page 474

:

i'(14) Facilities must be established, tasted periodically and maintained to minimize the possibility of a fire. explosion ur

any unplanned sudden or non-sudden re ease or hazardous waste to air, soil, sub surface or surface wa.er which

could threaten·human health or environment.

(IS) Wherever and whenever hazardous material is being handled, all personnel involved in the operation must have

immediate access to an internal alarm or emergency communication device, such a; a telephone capable of cal'ing

for external' assistance.

(16) The occupier or operator of'tbe facility must maintain aisle space to allow the unobstructed movement 01

personnel and equipments to any area of the facility in an emergency.

( 17) The occupier of operator of the facility must make arrangements, as appropriate for the type of waste handled at

the facility, .

a. To familiarize police, fire departments and emergency response terms with the layout of the facility, properties 01

hazardous waste handled at the facility and associated hazards and possible evacuation routes.

b. To familiarize local hospitals with the properties of hazardous waste handled and the type of injuries or iilnesses.

this could result from fires, explosions or releases at t~ facility.

(18) Each occupier or operator of the facility must develop, im olement, maintain and keep up to date, a contingency

plan designed to minimize impacts on human health or the environment from tires, explosions or any unplanned

sudden or non- sudden release of hazardous waste to air, soi, or water environment.


a. Arrangements agreed to by local police departments fire departments hospitals. State and local ernergencv

response terms to coordinate emergency services .

b. List of names, addresses and phone numbers elf all persons qualified to act as f mergency coordinator who is

responsible for all emergency response measures.

c. List of all emergency equipment at the facility, and

d. Evacuation plan for facility personnel where there is a possibility that evacuation could be necessary.

:r.r.ansportalion and reception of hazardous wastes:

( 19) An occupier or operator who transports or offers for transportation, hazardous wastes for off-site treatment.

storage or disposal, must prepare a manifest, in six copies, and must designate on the manifest one facility which j,

permitted to handle the waste described on the manifest. .



b. Obtain hand-written signature of the transporter and the date of acceptance.

c. Retain one copy and send one copy to the SPCB, and

d. Give the remaining copies of the manifest to the transporter for necessary action a.s per manifest system.

(21) Before transporting of hazardous waste or offering hazardous waste for transportation off-site. the

occupier/operator must package the waste in accordance with the requirements in respect of packaging, labeling

and marking.

(22) An occupier/ operator shall not.offer for transport or receive hazardous wastes from a transporter who has not

received an authorization, for transport of hazardous wastes, from the SPCB.

(23) A transporter must not accept hazardous waste from a generator unless it is accompanied by a manifest signed h)

the generator. The transporter must sign and date the manifest acknowledging acceptance of the hazardous waste

from the generator and ensure that the manifest accompanies the hazardous waste.

(24) A transporter who delivers a hazardous waste to the designated facility, indicated in t.ie manifest. must obtain the

date of the delivery and handwritten signature of the operator of the designated facllity on the manifest. retain one

copy of the manifest for a period of three. years and give the remaining copies of the manifest to the designated

facility.

(25) In the event of an accident and discharge of hazardous waste during transportation. the transporter must take

appropriate immediate action to protect human health and the environment, (e.g. notify to SPCB. local police and

district administration, build a dyke to contain the discharge area) and must clean up the discharge as requirement

and approved by the State Board.

(26) If a facility receives hazardous waste accompanied by a manifest, the operator must Sign and date each copy of the

manifest to certify that the hazardous waste as per the manifest was received.

I]~RM.s.ANP CONDITIONS OF AUTHORISATION Page 2 of)

\ Page 475

.f-

«4) F.dH'i" must be ""bH,h,d, tasted periodi ca liy and m'i''''i,od to mi,imi", the ,o"ibi(ity of, fire "p(o,i,,,",

any unplanned sudden or non-sudden re ease or !!azardous waste to air, soil, sub sur/ace or surface wa.er whicl:could threaten'human health or environment.

(15) Wherever and whenever hazardous material is being handled, all personnel inval'led in the operation must ha, ~

immooi•••• cces to an im"",( alarm o"m""n",. 'ommoni,,,io, device, such a s a tel ephone capable or cal i;>,tor external' assistance.

(t 6) The o'''opi'' " operator or the f.dHty must main ta in aisle space '0 allow the onob","'''d rnovemem 01personnel and equipments to any area of the facility in an emergency.

( 17) The occupier of operator of the facility must make arrangements, as appropriate telr the type of waste handled althe facility, .

a. To familiarize police, fire departments and emergency response terms with the laycu: of the I'acility, properties ofhazardou's waste handled at the facility and associated hazards and possible evacua(i:ln routes.

b. To familiarize local hospitals with the properties of hazardous waste handled and the type of inj'uries or illnesses.this could result from fires, explosions or releases at the facility,

( 18) E.", ","pi" 00 operate- of the f,dlity must d'''iop, irn '(,m,m, main ta in and keep up <0 d.", a 'On'i"eo"

plan designed to minimize impacts on human health or the environment from tires, explosions or any unplanncdsudden or non- sudden release of hazardous waste to air, soi, or water environment.


a. Arrangements agreed to by local police departments tire departments hospitals. State and local emergen!:)response terms to coordinate emergency servic(!s

b. List of names, addresses and phone numbers of all pen:ons qualified to act as emergency Coordinator who isresponsible for all emergency response measures.

c. List of all emergency equipment at the facility, and

d. Evacuation plan for facility personnel where there is a possibility that evacuation could be necessary.Transportation and rece.Qtion of hazardous wastes:

( 19) An Occupier or operator who transports or offers for trar,sportation, hazardous wastes for off-site treatment.

storage or disposal, must prepare a manifest, in six copies, and must designate on the manifest one facility which i~permitted to handle the waste described on the manifest. .



b. Obtain hand-written signature of the transporter and the date of acceptance.c. Retain one copy and send one copy to the SpeB, and

d. Give the remaining copies of the manifest to the t.ransporter for necessary action •.s per manifest system.

(21) Before transporting of hazardous waste or o::lering hazardous waste for transportation off-site. the

Occupier/operator must package the waste in accordance with the requirements in respect of packaging, labelingand marking.

(22) An occupier/ operator shall not .offe:' for transport or receive hazardous wastes from a transporter who has nO!received an authorization, for transport of hazardous wastes, from the Spe8.

(23) A .'n,pOt'" must OOf ""p' hazardous w,,,, froma , en crator unless it is "'Om"",,',d by a moo ifest signed h,

the generator. The transporter must sign and date the manifef.t acknowledging accept~nce of the hazardous \.\llstefrom the generator and ensure that the manifest accompanies the hazardous waste.

(24) A transporter who delivers a hazardous waste to the dt:signatt:d facility, indicated in tie manifest. must obtain the

date of the delivery and handwritten signature of the operator of the designated facilit:, On the manifest. retain one

copy of the manifest for a period of three years and give the remaining copies of the manifest to the designatedfacility.

(25) In the event of an accident and di.scharge of hazardous waste during transportatior:. the transporter must take

appropriate immediate action to protect human health and the enVironment, (e.g. nOlifj to spes. local police and

district administration, build a dyke to contain the discharge area) and must clean up the discharge as requirementand approved. by the: State Board.

(26) If a facility receives hazardous waste accompanied by a manifest, the operator must Sign and datc each copy ofthemanifest to certify that the hazardous waste as per the manifest was received.

IJ;:RMliND CQNQIT~.l\UTHQRISArrQN

Page 2 oD

Page 476

0. Record any significant discrepancy in the Mani'f-est.

b. Immediately give the transporter at lest one copy ofthe signed manifest.

c. Within 15 days from the elate of delivery send a copy of the signed manifest to the generator and 10 t!1I

speB/PCC.

d. Retain at the facility a copy of each manifest.

\27) Manifest discrepancies are dit]erences between the quantities or type of hazardous waste designated on lh,

munifes: and the quantity or type of hazardous waste a facility actually receives.

l2l{) If the gencrator/Sj'Clsss do not get back the signed manifest from the designed facility, generator has to bring till:'

to the notice of SPCBs and appropriate action has to be initiated by the SPCBs to identi fy and reel! t) the

deficiency. .

(29) A transporter should engage drivers, provided with special training for handling and transport of hazardous \-\astc-,

Vehicle; transporting the hazardous wastes and shall carry the Transport Emergency (TREM) card. In the event ,)1

accidental spillage during transport the instructions of the TREM card has to be followed.

(30) Driver t 'aining shall, at the minimum, include:

a. USE or the manifest system

b. Use of emergency equipment, such as fire extinguisher. gas mask, first aid etc.

c. Pro cedure to be followed in case of an emergency during transit

d. Use of TREM card

(31) [f the transporter cannot deliver the hazardous waste in accordance with the requirements he must contact tnl'

generator for further directions.

(32) The trar sporter should ensure that ignitable, reactive or non-compatible waste are not transported along With thl

other wsste, The transport vehicle should have proper lining cover, cushioning, shock absorbers etc.

!:!.bl-JD"'LNG1.ND STORAGE OF HAZARDCWS WASTES

(33) On-site .torage of the hazardous waste shall be permitted for a maximum period of 90 days, maximum quaruiu 01

10 tones or a truck load, whichever is less, unless otherwise specially permitted. 1t must be stored m .111

en vironrnentally sound manner i e., in isolated location away from the plant operational area.

(:l4) The off-site storage at a hazardo is waste treatment, storage and disposal facility shall be permitted for a mmnnum

period a; required for economics I and efficient treatment/disposal ofthe hazardous wastes.

(35) The storage facility should have an appropriate containment system as per the "Spill Prevention. COlltrol ,111<1

Counter Measures Plan", approved by the SPCS.

(:Ill) Each container holding hazardous wastes shall be marked "HAZARDOUS WASTE". in red color. both in I-.Ilglt~h.

Hindi and in Vernacular language (s)

(37) The occ rpier or operator must take precautions to prevent accidental ignition or reaction of ignitable ur reucu- ,.

wastes. Such waste must be separated and protected from sources of ignition or reaction including, but nOI limited

to. open names, smoking, cutting and welding, hot surfaces, frictional heat, water, sparks. radiant heal etc.

(38) The containment system in the storage area should be designed and operated to :

a. Have an underlying base free from cracks and sufficiently impervious to contain leachate any leaks, spill:, ·~k·

b. Dra nand remove liquids which may result from leak. spill or precipitation.

c. Contain at least 1-% of the volume ofcontainers or the largest container whichever is higher

d. "Run-on" into the containment system should be prevented

e. Have a slump or collection area to collect any leak, spill or precipitation and provision for immediate transfer

ot' tt e same to prevent overflow of the collection system.

(3'1) Hazardois wastes must not be placed in tanks for storage/treatment. Otherwise, it could cause the tank or its 1111!.!r

to rupture, leak, corrode and fail before the end of its intended life. Uncovered tanks must be operated to ensure .u

least 60 ern free board.

(40) The wase oil or spend/used oil will be sold/auctioned: only to the refiner having valid registration with tvlinlSI.'

of Environment and Forest Government cf India/Central Pollution Control Board, Delhi as actual user. He ,h(Juk!

also have valid authorization under Hazardous waste management rules and also consent under Air and Water /\,:1.

Issued fr om the related State Board.

Environmental Engillct'r (SW Me)

Page 477

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