tuffiffiffiffi - Environmental Clearance

tuffiffiffiffi

Date:2L.3.2020

To

The Director - lA Division

Ministry of Environment, Forest & Ctimate Change

lndlra Paryawaran Bhawan, Jor Bagh Road

New De[hi-110003

subject: Expansion of Motasses based Distitlery (60 KLPD to 180 KLpD) and co-generation power ptant (2.0 MW to g.0MW) within the Existing Ptant Premlses at Vil.tage Jangrautiput, Tehsit pilibhit, District pitibhit (Uttar pradesh)by LH Sugar Factories Llmited - DLstiltery Division.

Ref: MoEFCC FLte no. J-tL}tt/354/2013-tA lt(r)

Dear Slr

with reference to the aforesaid subject and above cited reference matter, we wou[d Like to apprise your good setf thatwe are herewith submitting the Final EIA / EMP Report atong with pubtic Hearing proceedings of Expansion ofMolasses based Distittery (60 KLPD to 180 KLPD) and co-generation power plant (2.0 MW to g.0 MW) within theExisting P[ant Premises at ViLLage Jangrau[put, Tehsit Pitibhit, District pitibhit (Uttar pradesh) by LH Sugar FactoriesLimited - Distittery Division.

We request your good ser.f to kindty consider our proposaLfor further proceedings.

Thanking you and with regards,

For L,H Sugar Factories Limited - Distil.Lery Dlvision.

\N'n"RanjlnfMishra

(DGM)

Encl: As above

L F{ Sr-rgar Fa*tq:n"i*s Ltcl.Distillery Division : Jangrauli Pul, P.O. Rooppur Kamaloo, Bisalpur Road,

Near 7th Km. Stone From Pilibhit Assarn ChaurahaRegd. Office & Sugar Factory: Civil Lines, Pilibhir,(U.P.) 262001

Phone: 05882 255867 / 256053, Fax: 05882 2555 I 8 Email: nrail @ ihsugar.comCIN No : U15422UP1033PLC000489. GSTIN No. O9AAACL4597LLZW

+

dm ,', *.# \ "2 1";'t.#fl8 ' I

TO WHOM IT MAY CONCERN

Thls to confirm that J M' EnviroNet Pvt Ltd. has been appointed by LH sugar Factorles Limited - Dlstittery Division toconduct EIA for Expansion of Motasses based Distittery (60 KLPD to 180 KLpD) and co-generatlon power ptant (2.0 MW to8'0 MW) within the existing ptant premises at Vitlage Jangrautlpuf Tehsit pilibhit, Dlstrict pilibhit (Uttar pradesh). wefurther certify that we have revlewed the EIA report and take fuLt responsibility and ownership of the contents presentedin the EIA report by J.M. EnviroNet pvt. Ltd.

We also assure that there i.s no l.[tigation pending against the project and/orany direction / orderpassed by any Court oflaw against the project & Land in which the project is set up and that for any such litigation whatsoever, the soteresponsibilitles witt be borne by company.

Dale 21.3.2020

Ptace: Pilibhit, Up

L $-{ Sugiln F;a*tq:ries Ltel.Distillery Division : Jangrauli Pul, P.O. Rooppur Kamaloo, Bisalpr.rr Road,

Near 7th Km. Stone From Pilibhit Assarrr ChaurahaRegd. Office & Sugar Factory: Civil Lines, Pilibhit,(U.P.) 262001

Phone: 05882 255867 / 256053, Fax: 05882 2555 1 8 Email: mail @ ihsugar.comCIN No : U I 5 422UP 103 3 PLC0004 8 9. GS TIN No. 09AAACL4 597 LIZ,W

+

*""M."(DGM)

i

INDEX

S. NO. PARTICULARS PAGE NO.

A. TOR LETTER & TOR COMPLIANCE 1-23

1. TOR LETTER 1-8

2. TOR COMPLIANCE 9-21

B. FINAL EIA / EMP REPORT

Chapter – I INTRODUCTION 22-25

Chapter – II PROJECT DESCRIPTION 26-53

Chapter – III DESCRIPTION OF THE ENVIRONMENT 54-101

Chapter – IV ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES 102-121

Chapter – V ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) 122

Chapter – VI ENVIRONMENTAL MONITORING PROGRAMME 123-125

Chapter – VII ADDITIONAL STUDIES 126-144

Chapter – VIII PROJECT BENEFITS 145-146

Chapter – IX ENVIRONMENTAL COST BENEFIT ANALYSIS 147

Chapter – X ENVIRONMENTAL MANAGEMENT PLAN 148- 158

Chapter – XI SUMMARY & CONCLUSION 159-165

Chapter – XII DISCLOSURE OF CONSULTANT ENGAGED 166

C. ANNEXURES 167- 296

1. EXISTING CGWA PERMISSION, FORWARDED LETTER FROM CGWB TO CGWA& APPLICATION SUBMISSION RECEIPT FOR ADDITIONAL FRESH WATER REQUIREMENT

167-170

2. ENVIRONMENTAL CLEARANCE OF THE EXISTING UNIT (60 KLPD) 171-177

3. CERTIFIED COMPLIANCE REPORT BY RO, MOEFCC, LUCKNOW 178-190

4. INFORMATION SUBMITTED FOR PARTIAL NON-COMPLIANCES OBSERVED BY RO, MOEFCC, LUCKNOW

191-209

5. CONSENT TO OPERATE FOR AIR AND WATER 210-215

6. CTO COMPLIANCE STATUS 216

7. HOURLY METEOROLOGICAL DATA 217-253

8. DETAILED AMBIENT AIR QUALITY MONITORING TABLE 254-261

9. INVENTORY OF FLORA AND FAUNA 261-267

10. MOU WITH BRICK MANUFACTURERS FOR FLY ASH UTILIZATION 268-270

11. HEALTH RECORD FOR EXISTING EMPLOYEES 271-273

12. SAMPLE ANNUAL HEALTH REPORT & FITNESS CERTIFICATES 274-281

13. PUBLIC HEARING PROCEEDINGS WITH ENGLISH TRANSLATION 282-296

ii

CONTENT LIST

S.NO. PARTICULAR PAGE NO.

CHAPTER I INTRODUCTION 22-25

1.1 PURPOSE OF THE REPORT 22

1.2 IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT 22

1.2.1 IDENTIFICATION OF THE PROJECT 22

1.2.2 INTRODUCTION OF THE PROJECT PROPONENT 24

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

24

1.3.1 BRIEF DESCRIPTION OF NATURE, SIZE AND LOCATION OF PROJECT 24

1.3.2 IMPORTANCE TO THE COUNTRY AND REGION 24

1.4 SCOPE OF STUDY 25

CHAPTER II PROJECT DESCRIPTION 26-53

2.1 TYPE OF PROJECT 26

2.2 NEED FOR THE PROJECT 26

2.3 LOCATION MAP 26

2.3.1 GENERAL LOCATION MAP 26

2.3.2 SPECIFIC LOCATION MAP SHOWING CORNER CO-ORDINATES OF THE PLANT SITE 28

2.3.3 PLANT LAYOUT 29

2.3.4 PLANT SITE PHOTOGRAPHS WITH EXISTING GREENBELT 31

2.4 SIZE OR MAGNITUDE OF THE OPERATION 32

2.5 REQUIREMENTS FOR THE PROJECT 33

2.5.1 RAW MATERIAL REQUIREMENT, SOURCE & TRANSPORTATION 33

2.5.2 FUEL REQUIREMENT 34

2.5.3 WATER REQUIREMENT 34

2.5.4 STEAM REQUIREMENT 40

2.5.5 BOILER DETAILS 40

2.5.6 POWER REQUIREMENT 40

2.5.7 DETAILS REGARDING D.G. SETS 40

2.5.8 MANPOWER REQUIREMENT 41

2.6 PROPOSED SCHEDULE FOR APPROVAL AND IMPLEMENTATION 42

2.7 MANUFACTURING PROCESS DESCRIPTION 43

2.7.1 DISTILLERY UNIT-PRODUCTION FROM MOLASSES 43

2.7.2 CO-GENERATION POWER PLANT(2.0 MW to 8.0 MW ) 46

2.7.3 EFFLUENT TREATMENT PLANT 47

2.8 LIST OF EQUIPMENT AND MACHINERIES 52

2.9 DESCRIPTION OF MITIGATION MEASURES 52

2.10 ASSESSMENT OF NEW & UNTESTED TECHNOLOGY FOR THE RISK OF TECHNOLOGICAL FAILURE

53

CHAPTER III DESCRIPTION OF THE ENVIRONMENT 54-101

3.1 INTRODUCTION 54

iii


3.2 STUDY AREA, PERIOD, COMPONENTS AND METHODOLOGY 54

3.2.1 STUDY AREA 54

3.2.2 PERIOD OF BASELINE DATA COLLECTION AND ENVIRONMENTAL COMPONENTS 56

3.2.3 METHODOLOGY 56

3.3 ESTABLISHMENT OF BASELINE WITH BASE MAPS OF ALL ENVIRONMENTAL COMPONENTS

57

3.3.1 DETAILS OF LU/LC OF BUFFER ZONE 57

3.3.2 SEISMICITY AND FLOOD HAZARD ZONATION OF THE AREA 60

3.3.3 GEOLOGICAL AND HYDRO-GEOLOGICAL FEATURES 63

3.3.4 CLIMATE AND RAINFALL 63

3.4 METEOROLOGY 64

3.4.1 MIXING HEIGHT 64

3.5 AMBIENT AIR ENVIRONMENT 66

3.5.1 AMBIENT AIR QUALITY MONITORING RESULTS 68

3.6 NOISE ENVIRONMENT 71

3.6.1 AMBIENT NOISE LEVEL MONITORING RESULTS 73

3.7 WATER ENVIRONMENT 73

3.7.1 SURFACE WATER 74

3.7.2 GROUND WATER QUALITY 76

3.8 SOIL ENVIRONMENT 80

3.8.1 INTERPRETATION OF SOIL ANALYSIS 84

3.9 BIOLOGICAL ENVIRONMENT 84

3.9.1 INTRODUCTION 84

3.9.2 CROPPING PATTERN OF THE AREA 84

3.9.3 ECOLOGICAL SENSITIVE AREA 85

3.9.4 FLORA AND FAUNA 85

3.9.5 INTERPRETATION OF FLORA AND FAUNA 85

3.10 SOCIO-ECONOMIC ENVIRONMENT 85

3.10.1 BACKGROUND INFORMATION OF THE DISTRICT 85

3.10.2 STUDY AREA 86

3.10.3 COMPARATIVE DEMOGRAPHY OF STATE, DISTRICT AND STUDY AREA 86

3.10.4 DESCIRPTION OF STUIDY AREA 86

3.10.5 BASELINE DATA & ANALYSIS OF SURVEYED VILLAGES 95

3.10.6 SOCIO-ECONOMIC STATUS 98

3.10.7 INFERENCE OF THE STUDIED SURROUNDING AREA 101

3.10.8 RECOMMENDATION AND SUGGESTION 101

3.11 CONCLUSION 101

CHAPTER IV ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES 102-121

4.1 INTRODUCTION 102

iv


4.2 IMPACT DUE TO EXPANSION ACTIVITY 102

4.3 ANTICIPATED IMPACT DURING CONSTRUCTION PHASE & PROPOSED MITIGATION MEASURES

102

4.3.1 IMPACT ON TOPOGRAPHY AND LAND USE AND MITIGATION MEASURES 102

4.3.2 IMPACT ON AIR QUALITY & MITIGATION MEASURES 102

4.3.3 IMPACT ON NOISE ENVIRONMENT & MITIGATION MEASURES 103

4.3.4 IMPACT ON WATER QUALITY & MITIGATION MEASURES 103

4.3.5 IMPACT ON SOIL & MITIGATION MEASURES 104

4.3.6 IMPACT ON SOCIO- ECONOMIC ENVIRONMENT 104

4.4 ANTICIPATED IMPACTS DURING OPERATION PHASE & PROPOSED MITIGATION MEASURES

104

4.4.1 IMPACT ON LANDUSE PATTERN 104

4.4.2 IMPACT ON AIR QUALITY AND MITIGATION MEASURES 104

4.4.3 IMPACT ON NOISE LEVEL AND MITIGATION MEASURES 117

4.4.4 IMPACT ON WATER QUALITY AND MITIGATION MEASURES 117

4.4.5 IMPACT ON SOIL AND MITIGATION MEASURES 118

4.4.6 IMPACT DUE TO SOLID AND HAZARDOUS WASTE GENERATION 119

4.4.7 IMPACT ON BIOLOGICAL ENVIRONMENT 119

4.4.8 IMPACT ON SOCIO ECONOMIC ENVIRONMENT 120

4.4.9 IMPACT ON OCCUPATIONAL HEALTH AND MITIGATION MEASURES 121

4.5 SUMMARY & CONCLUSION 121

CHAPTER V ANALYSIS OF ALTERNATIVES (TECHNOLOGY AND SITE) 122

5.1 GENERAL 122

5.2 ANALYSIS OF ALTERNATIVE SITE 122

5.3 ANALYSIS OF ALTERNATIVE TECHNOLOGY 122

5.4 CONCLUSION 122

CHAPTER VI ENVIRONMENTAL MONITORING PROGRAMME 123-125


6.2 MEASUREMENT METHODOLOGIES 123

6.2.1 INSTRUMENTS TO BE USED 123

6.3 MONITORING FREQUENCY 124

6.4 MONITORING/ SAMPLING LOCATIONS 124

6.5 DATA ANALYSIS 124

6.6 REPORTING SCHEDULES 125

6.7 EMERGENCY PROCEDURES 125

6.8 DETAILED BUDGET 125

CHAPTER VII ADDITIONAL STUDIES 126-144


7.2 PUBLIC CONSULTATION 126

7.2.1 PUBLIC HEARING PROCEEDINGS 126

v


7.2.2 OFFICIALS WHO ATTENDED THE PUBLIC HEARING 126

7.2.3 PHOTOGRAPHS OF ADVERTISEMENTS 126

7.2.4 PHOTOGRAPHS OF PUBLIC HEARING 128

7.2.5 ACTION PLAN FOR THE ISSUES RAISED DURING PUBLIC HEARING 129

7.3 RISK ASSESSMENT AND HAZARD MANAGEMENT 131

7.3.1 IDENTIFICATION OF HAZARDS 131

7.3.2 ASSESSMENT OF RISK ALONG WITH MITIGATION MEASURES 132

7.3.3 DISASTER MANAGEMENT PLAN 133

7.3.4 EMERGENCY PLANNING 136

7.3.5 PREPARATION OF PLAN 138

7.4 OCCUPATIONAL HEALTH & SAFETY HAZARDS 141

7.4.1 PLAN AND FUND ALLOCATION FOR OCCUPATIONAL AND SAFETY HAZARDS 142

7.4.2 PERMISSIBLE EXPOSURE LEVELS 142

7.4.3 OCCUPATIONAL HEALTH SURVEILLANCE 143

7.5 CONCLUSION 144

CHAPTER VIII PROJECT BENEFITS 145-146


8.2 EMPLOYMENT GENERATION 145

8.3 ENTERPRISE SOCIAL COMMITMENT (CORPORATE ENVIRONMENT RESPONSIBILITY) 145

8.4 CONCLUSION 146

CHAPTER IX ENVIRONMENTAL COST BENEFIT ANALYSIS 147

9.1 ENVIRONMENTAL COST BENEFIT ANALYSIS 147

CHAPTER X ENVIRONMENT MANAGEMENT PLAN 148- 158


10.2 FORMATION OF ENVIRONMENT MANAGEMENT CELL (EMC) 149

10.3 CORPORATE ENVIRONMENT POLICY 149

10.4 AIR QUALITY MANAGEMENT 153

10.4.1 AIR POLLUTION CONTROL MEASURES 153

10.5 NOISE QUALITY MANAGEMENT 153

10.6 WATER QUALITY MANAGEMENT 154

10.6.1 WATER CONSERVATION MEASURES 154

10.6.2 ACTION PLAN TO CONTROL GROUND WATER POLLUTION 154

10.6.3 RAINWATER HARVESTING DETAILS 155

10.7 SOLID WASTE MANAGEMENT 155

10.8 SOIL MANAGEMENT 156

10.9 DISASTER MANAGEMENT PLAN 156

10.10 CONCEPT OF WASTE MINIMIZATION, 3R’S (REUSE, RECYCLE & RECOVER TECHNIQUES), ENERGY & NATURAL RESOURCE CONSERVATION MEASURES

156

10.10.1 WASTE MINIMIZATION- 3 R’S 156

vi


10.10.2 ENERGY CONSERVATION 157

10.10.3 NATURAL RESOURCE CONSERVATION 157

10.11 BUDGETARY PROVISION FOR ENVIRONMENT MANAGEMENT PLAN 157

10.12 CONCLUSION 158

CHAPTER XI SUMMARY AND CONCLUSION 159-165


11.2 JUSTIFICATION FOR THE IMPLEMENTATION OF THE PROJECT 159

11.3 DETAILS ABOUT THE PROJECT 159

11.3.1 BRIEF DESCRIPTION OF THE PROJECT 159

11.3.2 REQUIREMENTS FOR THE PROJECT 160

11.3.3 MANUFACTURING PROCESS 162

11.4 DESCRIPTION OF ENVIRONMENT 162

11.4.1 PRESENTATION OF RESULTS (AIR, NOISE, WATER AND SOIL) 162

11.4.2 BIOLOGICAL ENVIRONMENT 163

11.4.3 SOCIO-ECONOMIC ENVIRONMENT 163

11.5 ENVIRONMENTAL MONITORING PROGRAMMME 163

11.6 ADDITIONAL STUDIES 163

11.7 PROJECT BENEFITS 163

11.8 ENVIRONMENTAL MANAGEMENT PLAN 164

11.9 CONCLUSION 165

CHAPTER XII DISCLOSURE OF CONSULTANTS ENGAGED 166

vii

LIST OF TABLES

TABLE NO.

PARTICULARS PAGE NO.

1.1 EXISTING CLEARANCES / CONSENTS 22

1.2 PROJECT PROPOSAL 23

1.3 STATUS OF THE EXPANSION PROJECT WITH RESPECT TO ENVIRONMENT CLEARANCE 23

2.1 AREA DETAILS 29

2.2 DETAILS OF EXPANSION 33

2.3 OTHER DETAILS OF THE PROJECT 33

2.4 RAW MATERIAL REQUIREMENT, SOURCE AND TRANSPORTATION 33

2.5 LIST OF NEARBY SUGAR MILLS FOR PROCURING MOLASSES 34

2.6 FUEL REQUIREMENT 34

2.7 FRESH WATER REQUIREMENT BREAK UP 35

2.8 (A) TOTAL INPUT FOR 120 KLPD MOLASSES BASED DISTILLERY 37

2.8(B) TOTAL RECYCLING & REUTILIZATION FOR 120 KLPD MOLASSES BASED DISTILLERY 37

2.9 STEAM REQUIREMENT 40

2.10 BOILER DETAILS 40

2.11 DETAILS REGARDING THE D.G. SETS 40

2.12 MANPOWER REQUIREMENT 41

2.13 CHARACTERISTICS OF UNTREATED AND TREATED EFFLUENT 48

3.1 ENVIRONMENTAL SETTINGS OF THE STUDY AREA 54

3.2 FREQUENCY AND LOCATION OF PRIMARY DATA COLLECTION OF VARIOUS ENVIRONMENTAL COMPONENTS

56

3.3 STANDARDIZED METHODS ADOPTED FOR BASELINE DATA ESTABLISHMENT 57

3.4 LAND USE / LAND COVER DETAILS OF BUFFER ZONE 58

3.5 SEISMIC ZONES IN INDIA 60

3.6 RAINFALL DATA FOR LAST 5 YEARS OF DISTRICT 63

3.7 MICRO-METEOROLOGY AT SITE 64

3.8 MIXING HEIGHT OF THE PLANT SITE 64

3.9 LOCATIONS OF AMBIENT AIR QUALITY MONITORING STATIONS 66

3.10 AMBIENT AIR QUALITY MONITORING RESULTS 68

3.11 LOCATIONS OF NOISE MONITORING STATIONS 71

3.12 AMBIENT NOISE LEVEL MONITORING RESULTS 73

3.13 LOCATIONS OF SURFACE WATER SAMPLING STATIONS 74

3.14 SURFACE WATER ANALYSIS 76

3.15 LOCATIONS OF GROUND WATER SAMPLING STATIONS 77

3.16 GROUND WATER ANALYSIS 79

3.17 LOCATIONS OF SOIL SAMPLING STATIONS 80

3.18 SOIL ANALYSIS 82

3.19 STANDARD SOIL CLASSIFICATION 83

3.20 DETAILED DEMOGRAPHIC PROFILE 0F THE STUDY AREA 89

3.21 DEMOGRAPHY OF SURVEYED VILLAGES 96

4.1 EXISTING STACK EMISSION DETAILS 108

4.2 PROPOSED STACK EMISSION DETAILS 108

4.3 PEAK INCREMENTAL CONCENTRATION FOR DIFFERENT SCENARIOS 109

viii

TABLE NO.


4.4 TRAFFIC VOLUME COUNT SURVEY 114

4.5 NUMBER. OF VEHICLES WITH RESPECT TO PCU 115

4.6 ADDITIONAL TRAFFIC DUE TO RAW MATERIAL & FINISHED PRODUCT TRANSPORTATION 116

4.7 EXISTING GREENBELT IN THE PLANT PREMISES 120

6.1 MEASUREMENT METHODOLOGIES 123

6.2 FREQUENCY FOR POST PROJECT MONITORING 124

6.3 LOCATIONS FOR POST PROJECT MONITORING 124

6.4 ENVIRONMENTAL MONITORING BUDGET 125

7.1 HAZARD IDENTIFICATION 131

7.2 RISK ASSESSMENT TABLE ALONG WITH MITIGATION MEASURES 132

7.3 EMERGENCY CONTACT NUMBER OF GOVERNMENT OFFICIALS 141

7.4 FUND ALLOCATION FOR OCCUPATIONAL HEALTH & SAFETY 142

8.1 PROPOSED BUDGET FOR CER 145

10.1 BREAK UP OF EMP COST 157

11.1 BRIEF DESCRIPTION OF THE PROJECT 159

11.2 RAW MATERIAL REQUIREMENT, STORAGE, SOURCE & TRANSPORTATION 161

11.3 FUEL REQUIREMENT 161

11.4 BASIC REQUIREMENTS FOR THE PROJECT 161

11.5 FREQUENCY AND LOCATION FOR POST-PROJECT MONITORING 163

11.6 ENVIRONMENTAL MANAGEMENT PLAN 164

ix

LIST OF FIGURES

FIGURE NO.


2.1 LOCATION MAP 27

2.2 GOOGLE-EARTH DOWNLOADED MAP SHOWING CORNER CO-ORDINATES OF THE PLANT SITE 28

2.3 PLANT LAYOUT 30

2.4 WATER BALANCE DIAGRAM FOR EXISTING 60 KLPD MOLASSES BASED DISTILLERY 36

2.5 WATER BALANCE DIAGRAM FOR ADDITIONAL 120 KLPD MOLASSES BASED DISTILLERY 38

2.6 MASS BALANCE DIAGRAM FOR ADDITIONAL 120 KLPD MOLASSES BASED DISTILLERY 39

2.7 PROCESS FLOW DIAGRAM FOR MOLASSES BASED DISTILLERY 46

2.8 PROCESS FLOW CHART FOR CO-GENERATION POWER PLANT 47

2.9 EFFLUENT TREATMENT PLANT FLOW CHART 50

2.10 RO PLANT FLOW CHART 51

3.1 ENVIRONMENTAL SETTINGS OF THE 10 KM RADIUS STUDY AREA 55

3.2 LAND USE / LAND COVER MAP OF THE BUFFER ZONE 59

3.3 SEISMIC ZONES OF INDIA 60

3.4 FLOOD HAZARD ZONATION MAP 61

3.5 DRAINAGE MAP OF THE STUDY AREA 62

3.6 WIND ROSE DIAGRAM 65

3.7 KEY PLAN SHOWING AMBIENT AIR QUALITY MONITORING LOCATIONS 67

3.8(A) GRAPH SHOWING PM10 CONCENTRATIONS AT DIFFERENT MONITORING STATIONS 69

3.8(B) GRAPH SHOWING PM2.5 CONCENTRATIONS AT DIFFERENT MONITORING STATIONS 69

3.8© GRAPH SHOWING NO2 CONCENTRATIONS AT DIFFERENT MONITORING STATIONS 70

3.8(D) GRAPH SHOWING SO2 CONCENTRATIONS AT DIFFERENT MONITORING STATIONS 70

3.9 KEY PLAN SHOWING NOISE MONITORING LOCATIONS 72

3.10 KEY PLAN SHOWING SURFACE WATER SAMPLING LOCATIONS 75

3.11 KEY PLAN SHOWING GROUND WATER SAMPLING LOCATIONS 78

3.12 KEY PLAN SHOWING SOIL MONITORING LOCATIONS 81

4.1 ISOPLETH SHOWING MAXIMUM PREDICTED GLC OF PM2.5 DUE TO PLANT ACTIVITIES 110

4.2 ISOPLETH SHOWING MAXIMUM PREDICTED GLC OF PM10 DUE TO PLANT ACTIVITIES 111

4.2 ISOPLETH SHOWING MAXIMUM PREDICTED GLC OF SO2 DUE TO PLANT ACTIVITIES 112

4.3 ISOPLETH SHOWING MAXIMUM PREDICTED GLC OF NO2 DUE TO PLANT ACTIVITIES 113

4.4 TRAFFIC VOLUME COUNT SURVEY 115

7.1 VARIOUS ORGANIZATIONS INVOLVED DURING EMERGENCY 140

11.1 PROCESS FLOW DIAGRAM FOR MOLASSES BASED DISTILLERY 162

Expansion of Molasses based Distillery (60 KLPD to 180 KLPD) and Co-generation Power Plant (2 MW to 8 MW) within the Existing Plant Premises

At Village Jangraulipul, Tehsil Pilibhit, District Pilibhit, Uttar Pradesh

Abbreviations of Final EIA/EMP Report

LH Sugar Factories Limited-Distillery Division x J.M. EnviroNet Pvt. Ltd.

LIST OF ABBREVIATIONS

ABBREVIATIONS DESCRIPTION

AAQ Ambient Air Quality

AAQM Ambient Air Quality Monitoring

APHA American Public Health Association

BDL Below Detectable Level

BGL Below Ground Level

BIS Bureau of Indian Standards

BOD Biochemical Oxygen Demand

CCR Central Control Centre

CER Corporate Environment Responsibility

CGWA Central Ground Water Authority

CGWB Central Ground Water Board

CO2 Carbon Dioxide

COD Chemical Oxygen demand

CPCB Central pollution Control Board

CPP Co-generation power plant

DMP Disaster Management Plan

DO Dissolved Oxygen

E East

EAC Expert Appraisal Committee

EC Environmental clearance

ECC Emergency Control Centre

EIA Environmental Impact Assessment

EMC Environmental Management Cell

EMP Environmental Management Programme

EMS Environmental Management System

ENA Extra Neutral Alcohol

ENE East of North East

EPA Environmental Protection Agency

ERDAS Earth Resource Data Analysis System

ERT Emergency Response Team

ESC Enterprise Social Commitment

ESE East of South East

ETP Effluent Treatment Plant

F.Y. Financial Year

FPS Fine Particulate Sampler

Ft Feet

GLC’s Ground Level Concentrations

GOI Government of India

GPS Global Positioning System

GW Ground Water

HC Hydrocarbon

HSD High Speed Diesel




LH Sugar Factories Limited-Distillery Division xi J.M. EnviroNet Pvt. Ltd.


IMD Indian Meteorological Data

IS Indian Standard

JMEPL J.M. EnviroNetPvt. Ltd

KLD Kilo Liter per Day

LHSF LH Sugar Factories

LULC Land Use Land Cover

Max. Maximum

Min. Minimum

MoEFCC Ministry of Environment Forest& Climate Change

MoU Memorandum of Understanding

MT Metric Ton

MTPA Metric Tonne Per Annum

MW Mega Watt

N North

NAAQS National Ambient Air Quality Standards

NABET National Accreditation Board for Education & Training

NABL National Accreditation Board for Testing and Calibration Laboratories,

NE North-East

NH National Highway

NO2 Nitrogen Dioxide

NRSC National Remote Sensing Centre

NTU Nephelometric Turbidity Unit

NW North-West

OHS Occupational Health Safety

PCE’s Pollution control Equipment

PF Protective Forests

PM Particular Matter

PPE Personal Protective Equipment

ppm Parts Per Million

RDS Respirable Dust Sampler

RF Reserved Forests

RO Reverse Osmosis

RS Rectified Spirit

S South

SC Schedule Castes

SE South-East

SEAC State Level Expert Appraisal Committee

SEIAA State Level Environmental Impact Assessment Authority

SMC Site Main Controller

SO2 Sulphur Dioxide

SOI Survey of India

SPCB State Pollution Control Board

SPM Suspended particulate Matter




LH Sugar Factories Limited-Distillery Division xii J.M. EnviroNet Pvt. Ltd.


ST Schedule Tribes

SW Surface water

SW South-West

TDS Total Dissolved Solid

ToR Terms of Reference

TPD Tons Per Day

TPH Tonnes Per Hour

UPPCB Uttar Pradesh Pollution Control Board

W West

No.J-11011/354/2013-IA II (I)Goverment of India

Minister of Enviroment,Forest and Climate Change

Impact Assessment Division

***

Indira Paryavaran Bhavan,

Vayu Wing,3rd Floor,Aliganj,

Jor Bagh Road,New Delhi-110003

30 Nov 2018

To,

M/s LH SUGAR FACTORIES LIMITED - DISTILLERY DIVISION

LH Sugar Factories Ltd., Distillery Division, Village Jangrauli Pul, Pilibhit,

Pilibhit-262001

Uttar Pradesh

Tel.No.05882-255867; Email:[email protected]

Sir/Madam,

This has reference to the proposal submitted in the Ministry of Environment, Forest

and Climate Change to prescribe 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 online information in the

prescribed format (Form-1 ) along with a Pre-feasibility Report. The details of the proposal are

given below:

1. Proposal No.: IA/UP/IND2/86224/2018

2. Name of the Proposal:

Expansion of Molasses based Distillery (60

KLPD to 180 KLPD) and co-generation power

plant (2.0 MW to 8.0 MW) within the existing

plant premises at Village Jangraulipul, Tehsil

Pilibhit, District Pilibhit (Uttar Pradesh) by LH

Sugar Factories Limited - Distillery Division

3. Category of the Proposal: Industrial Projects - 2

4. Project/Activity applied for: 5(g) Distilleries

5. Date of submission for TOR: 21 Nov 2018

1

In this regard, under the provisions of the EIA Notification 2006 as amended, the Standard TOR

for the purpose of preparing environment impact assessment report and environment

management plan for obtaining prior environment clearance is prescribed with public consultation

as follows:

2

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

5(g): STANDARD TERMS OF REFERENCE FOR CONDUCTINGENVIRONMENT IMPACT ASSESSMENT STUDY FORDISTILLERIES AND INFORMATION TO BE INCLUDED IN EIA/EMPREPORT

A. STANDARD TERMS OF REFERENCE

1) Executive Summary

2) Introduction

i. Details of the EIA Consultant including NABET accreditation

ii. Information about the project proponent

iii. Importance and benefits of the project

3) Project Description

i. Cost of project and time of completion.

ii. Products with capacities for the proposed project.

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

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

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

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

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

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

ix. Hazard identification and details of proposed safety systems.

x. Expansion/modernization proposals:

a. Copy of all the Environmental Clearance(s) including Amendments thereto obtained forthe project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of thelatest Monitoring Report of the Regional Office of the Ministry of Environment and Forestsas per circular dated 30th May, 2012 on the status of compliance of conditions stipulatedin all the existing environmental clearances including Amendments shall be provided. Inaddition, status of compliance of Consent to Operate for the ongoing Iexisting operationof the project from SPCB shall be attached with the EIA-EMP report.

b. In case the existing project has not obtained environmental clearance, reasons for nottaking EC under the provisions of the EIA Notification 1994 and/or EIA Notification

3

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

2006 shall be provided. Copies of Consent to Establish/No Objection Certificate andConsent to Operate (in case of units operating prior to EIA Notification 2006, CTE andCTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliancereport to the conditions of consents from the SPCB shall be submitted.

4) Site Details

i. Location of the project site covering village, Taluka/Tehsil, District and State, Justificationfor selecting the site, whether other sites were considered.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

4


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

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

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

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

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

6) Environmental Status

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

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

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

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

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

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

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

viii. Soil Characteristic as per CPCB guidelines.

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

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

xi. Socio-economic status of the study area.

5


7) Impact and Environment Management Plan

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

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

iii. Impact of the transport of the raw materials and end products on the surrounding environmentshall be assessed and provided. In this regard, options for transport of raw materials andfinished products and wastes (large quantities) by rail or rail-cum road transport or conveyor-cum-rail transport shall be examined.

iv. A note on treatment of wastewater from different plant operations, extent recycled and reusedfor different purposes shall be included. Complete scheme of effluent treatment. Characteristicsof untreated and treated effluent to meet the prescribed standards of discharge under E(P)Rules.

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

vi. Measures for fugitive emission control

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

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

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

x. Action plan for rainwater harvesting measures at plant site shall be submitted to harvestrainwater from the roof tops and storm water drains to recharge the ground water and also touse for the various activities at the project site to conserve fresh water and reduce the waterrequirement from other sources.

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

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

6


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

8) Occupational health

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

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

iii. Details of existing Occupational & Safety Hazards. What are the exposure levels of hazardsand whether they are within Permissible Exposure level (PEL). If these are not within PEL,what measures the company has adopted to keep them within PEL so that health of the workerscan be preserved,

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

9) Corporate Environment Policy

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

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

iii. What is the hierarchical system or Administrative order of the company to deal with theenvironmental issues and for ensuring compliance with the environmental clearanceconditions? Details of this system may be given.

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

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

11) Enterprise Social Commitment (ESC)

i. Adequate funds (at least 2.5 % of the project cost) shall be earmarked towards the EnterpriseSocial Commitment based on Public Hearing issues and item-wise details along with time

7


bound action plan shall be included. Socio-economic development activities need to beelaborated upon.

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

13) 'A tabular chart with index for point wise compliance of above TOR.

B. SPECIFIC TERMS OF REFERENCE FOR EIASTUDIES FORDISTILLERIES

1. List of existing distillery units in the study area along with their capacity and sourcing of rawmaterial.

2. Number of working days of the distillery unit.

3. Details of raw materials such as molasses/grains, their source with availability.

4. Details of the use of steam from the boiler.

5. Surface and Ground water quality around proposed spent wash storage lagoon, and compost yard.

6. Plan to reduce spent wash generation within 6-8 KL/KL of alcohol produced.

7. Proposed effluent treatment system for molasses/grain based distillery (spent wash, spent lees,condensate and utilities) as well as domestic sewage and scheme for achieving zero effluent discharge(ZLD).

8. Proposed action to restrict fresh water consumption within 10 KL/KL of alcohol production.

9. Details about capacity of spent wash holding tank, material used, design consideration. No. ofpeizometers to be proposed around spent wash holding tank.

10. Action plan to control ground water pollution.

11. Details of solid waste management including management of boiler ash, yeast, etc. Details ofincinerated spent wash ash generation and its disposal.

12. Details of bio-composting yard (if applicable).

13. Action plan to control odour pollution.

14. Arrangements for installation of continuous online monitoring system (24x7 monitoring device)

***

8

Expansion of Molasses based Distillery (60 KLPD to 180 KLPD) and Co-generation Power Plant (2.0 to 8.0 MW) within the Existing Plant Premises

At Village Jangraulipul, Tehsil Pilibhit, District Pilibhit (Uttar Pradesh)

ToR Compliance

LH Sugar Factories Limited - Distillery Division 9 J.M. EnviroNet Pvt. Ltd.

ToR Compliance

Point-wise compliance to the ToR points issued by MoEFCC, New Delhi vide letter no. J-11011/354/2013-IA II(I) dated

30thNovember, 2018for Expansion of Molasses based Distillery (60 KLPD to 180 KLPD) and co-generation power plant (2.0

MW to 8.0 MW) within the existing plant premises at Village Jangraulipul, Tehsil Pilibhit, District Pilibhit (Uttar Pradesh)by

LH Sugar Factories Limited - Distillery Division.

ToR

Point No.

ToR Point Compliance Reference given in EIA/EMP Report

Standard Terms of Reference

1. Executive Summary Executive Summary of the project has been incorporated in this EIA/EMP Report.

Chapter XI, Page no. 159-165

2. Introduction

i. Details of the EIA Consultant including NABET accreditation.

The consultant engaged with this project is J.M.EnviroNet Pvt. Ltd. (NABET accredited environmental consultant) having its corporate office in Gurugram (Haryana).

Details of the EIA Consultant including NABET accreditation has been incorporated in this EIA/EMP Report.

Chapter XII, Page no. 166

ii. Information about the project proponent.

Information about the project proponent has been incorporated in this EIA/EMP Report.

Chapter I, Section 1.2.2 Page no. 24

iii. Importance and benefits of the project.

Importance and benefits of this expansion project have been given in this EIA/EMP Report.

Chapter I, Section 1.3.2 Page no. 24-25

3. Project Description

i. Cost of project and time of completion.

• Total cost of the project is Rs. 107.10Crores. • Expansion will be done within 2-3 years after getting

all the regulatory approvals.

Chapter II, Section 2.6 Page no. 42

ii. Products with capacities for the proposed project.

Details of products with capacities for the project have been incorporated in this EIA/EMP Report.

Chapter I, Table 1.2 Page no.

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

• Existing products are Ethanol (Absolute Alcohol) / Extra Neutral Alcohol (ENA) / Rectified Spirit(RS) and Power.

• Total existing plant area is11.74 ha (29.0 acres). No additional land is required for the expansion project as the same will be done within the existing plant premises

• Environmental Clearance for existing plant has been obtained from MoEFCC, New Delhi vide file no. J-11011/354/2013-IA-II (I) dated 15thJuly, 2015.

Chapter I, Table 1.2 Page no.23

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

Details of raw materials, chemicals required along with quantities and storage capacities have been included in the EIA/EMP Report.

Chapter II, Table 2.4& 2.6, Page no. 33 & 34

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

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

Particulars Type Source Management

Emission PM, SO2, NOx

Boiler

• Bag filter with existing boiler • Bag filter with proposed boiler • Adequate stack height is being/



ToR Compliance


will be provided • Necessary temperature profile will

be maintained in boiler

CO2 Fermentation section

Collected by CO2 scrubbers and sold to authorized vendors.

Effluent Waste water

Plant process Treated in ETP and completely recycled /reused in plant.

Domestic activities

Treated in STP plant

Hazardous waste

Used oil and

grease

Industrial activities

Sold out to CPCB authorized vendors for recycling or incinerate in boiler.

Details of their mitigation are included in this EIA/EMP Report in Chapter IV and X.

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

Particulars

Requirement

Source Existing

Additional

Total after expansion

Water (KLPD)

570 790 1360 Ground water*

Power (MW) 1.8 4.8 6.6 Co-generation Power

Plant

Man power

(Persons)

100 during operation

phase

65 during operation

phase

165 during operation

phase

Unskilled / Semi-Skilled - Local Areas;

Skilled-

Local & Outside

* Status of Approval:For existing fresh water requirement of 570 KLPD, CGWA permission has been obtained vide NOC no. CGWA/OC/IND/ORIG/2016/2349 dated 10th November, 2016. Renewal for the existing NOC has been applied vide online application no. 21-4/1093/REN/UP/IND/2016 dated 7/11/2018 and it has been forwarded & recommended from CGWB to Member Secretary, CGWA dated 28th February, 2020. For additional fresh water requirement, application has been submitted and hard copy submission receipt is obtained. Copy of the forwarded letter for existing NOC and application submission receipt for additional fresh water requirement is incorporated as Annexure 1(Page no. 167-170).

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

• Process description for product manufacturing has been incorporated in this EIA/EMP Report.

• Details of major equipment and machineries have been incorporated in EIA/EMP Report.

• Process flow sheet (quantitative) from raw material to products i.e. water balance & mass balance has been incorporated in this EIA/EMP Report.

Chapter II, Section 2.7.1, Page no. 43-47

Chapter II, Section 2.8, Page no. 52

Chapter II, Figure 2.7, 2.8 Page no. 46 & 47

ix. Hazard identification and details of proposed safety systems.

Details of hazard and safety measures have been incorporated in this EIA/EMP Report.

Chapter VII, Section 7.3, Page no. 131-141

xi Expansion / modernization proposals:

a) Copy of all the Environmental Clearance(s) including Amendments thereto obtained for the project from MOEF/SEIAA

• Environmental Clearance for existing Distillery and co-generation power plant has been obtained from MoEFCC, New Delhi vide file no. J-11011/354/2013-IA II (I) dated 15thJuly, 2015. Copy of the same has been enclosed as Annexure-2.

Annexure 2 (Page no. 171-177)



ToR Compliance


shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing/ existing operation of the project from SPCB shall be attached with the EIA-EMP report.

• Latest Certified EC compliance report has been obtained from RO, MoEFCC, Lucknow vide letter no. IV/Env/UP/Ind-142/400/2015/682 dated 18th February, 2020. Date of site visit was 17th December, 2019. Copy of the same is attached as Annexure 3.

• During site visit some observation/non-compliances were observed, action taken reply for the non-compliances observed has been submitted to MoEFCC, Lucknow. Copy of the same is incorporated as Annexure 4.

• CTO under section 21/22of the Air (Prevention & Control of Pollution) Act, 1981 (as amended) vide letter no. 77942/UPPCB/Bareilly(UPPCBRO)/CTO/air/PILIBHIT/2019 dated 2.3.2020 (Valid from 1.1.2020 to 31.12.2021) and under section 25/26 of The Water (Prevention & Control of Pollution) Act, 1974 for discharge of effluent vide letter no. 81172/UPPCB/Bareilly(UPPCBRO)/CTO/water/PILIBHIT/2019 dated 14.02.2020 (Valid from 1.1.2020 to 31.12.2020). Copy of the same has been attached as Annexure 5 along with this EIA/EMP report.

• Latest status of compliance for CTO air and water is attached as Annexure 6 with EIA/EMP Report.



Annexure 5 (Page no.210-215)

Annexure 6 (Page no. 216)

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.

• Location map showing the plant site along with village, tehsil, district and state has been incorporated in this EIA/EMP Report.

• No alternative site has been considered for the expansion project as the same will be done within the existing plant premises.

• Justification for the project is provided in EIA /EMP Report.

Chapter II, Figure 2.1, Page no. 27

Chapter XI, Section 11.2, Page no. 159

ii. A toposheet of the study area of radius of 10 km and

Map showing plant site and 10 km radius study area on Toposheet of 1:50,000 scale has been incorporated in this

Chapter III, Figure 3.1, Page no. 55



ToR Compliance


site location on 1:50,000/ 1:25,000 scale on an A3/A2 sheet (including all eco-sensitive areas and environmentally sensitive places).

EIA/EMP Report.

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

The expansion will be done within the existing plant premises; therefore, no additional land will be required and hence option analysis for the selection of site is not applicable.

-

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

Google Earth downloaded map showing corner co-ordinates of the plant site are incorporated in this EIA/EMP Report.

Chapter II, Section 2.3.2, Page no. 28 v. Google map-Earth

downloaded of the project site.

vi. 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, greenbelt area, other utilities etc. is incorporated in this EIA/EMP Report.

Existing plant is not located in industrial area/ Estate/ Complex.

Chapter II, Figure 2.3, Page no. 30

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

Photographs of the existing and proposed plant site along with photographs showing existing greenbelt / plantation have been incorporated in this EIA/EMP Report.


viii. 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 existing plant area is 11.74 ha (29.0 acres) and the same is under the possession of LH Sugar Factories Limited- Distillery division

No additional land will be acquired for the proposed expansion project; as the same will be done within the existing plant premises.

Land use break-up of total land of the plant site (core zone) has been incorporated in this EIA/EMP Report.


ix. 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.

LH Sugar Factories Limited has its own sugar mill of capacity 12,500 TCD and some other rice mills are found within 10 km radius of the plant site.

Land use details of the study area have also been incorporated in this EIA / EMP Report.

Chapter III, Section 3.3.1, Page no. 57-59

x. 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 this EIA/EMP Report.

Chapter III, Section 3.3.3, Page no. 63

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

• Details regarding drainage of the plant site and 10 km radius study area have been shown on a map and incorporated in this EIA/EMP Report.

Chapter III, Section 3.3.2.2, Page no. 61

Chapter III, Figure 3.5,



ToR Compliance


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).

• No major river falls within 1 km radius of the plant site.

Page no. 62

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

The existing plant area is 11.74 ha (29.0 acres) and no additional land is required for expansion project as the same will be done within the existing plant premises. Land is already under the possession of the company.

-

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

R & R is not applicable; as the expansion will be done within the existing plant premises and no additional land will be acquired for the same.

-

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 expansion project; thus, no such permission / approval is required.

-

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

No forest land is involved in the 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 incorporated in the EIA/EMP report.


v. Wildlife Conservation Plan No Schedule- I species was found within 10 km radius -



ToR Compliance


duly authenticated by the Chief Wildlife Warden of the State Government for conservation of schedule I fauna, if any exists in the study area.

study area of the plant site.

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 incorporated in this EIA/EMP Report.

Site-specific micro-meteorological data (temperature, relative humidity, wind speed and direction) were collected for Post Monsoon Season(October to December, 2018). Details of the same have been incorporated in this EIA/EMP Report.

Hourly meteorological data has been enclosed as Annexure - 7 along with thisEIA/EMP Report.

Rainfall data has also been incorporated in this EIA/EMP Report.

Chapter III, Section 3.4.1, Page no. 64

Chapter III, Table 3.7, Page no. 64

Annexure-7 (Page no. 217-253)

Chapter III, Table 3.6, Page no. 63

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

AAQ monitoring for PM10, PM2.5, SO2, NOx, CO was carried out at 8 locations during Post Monsoon Season (October to December, 2018)within 10 km radius study area. Monitoring stations have been selected based on 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 3.5, Page no. 66-71

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 8along with this EIA/EMP Report.


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

Samples of five surface water bodies namelyDeoha river, KhakraNadi, BaghaNadi, Sardacanal and Sara Nala were collected and analyzed. Other 5 surface water bodies are seasonal and were found dry during the baseline season.

Details have been incorporated in this EIA/EMP Report.




ToR Compliance


CPCB/MoEF&CC guidelines.

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

Plant site does not fall near to polluted stretch of river. Hence, not applicable.

-

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

Ground water monitoring was carried out at 8 locations in the study area during Post Monsoon Season (October to December, 2018).

Details of the same have been incorporated in this EIA/EMP Report.


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

Noise level monitoring was carried out at 8 locations within the study area during Post Monsoon Season (October to December, 2018).



viii. Soil Characteristics as per CPCB guidelines.

Soil sampling was carried out for7 locations within the study area during Post Monsoon Season (October to December, 2018).



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, and frequency of vehicles for transportation of materials was conducted and details have been incorporated in EIA/EMP Report.

Additional traffic due to expansion, parking arrangement etc. has been incorporated in this EIA / EMP Report.

Chapter IV, Section 4.4.2.3, Page no. 114-

117

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

Details of the flora and fauna found within the study area have been incorporated as Annexure9in the EIA/EMP Report.

No Schedule- I species was found within 10 km radius study area of the plant site.

Annexure -9 (Page no. 261-267)

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 3.10.6, Page no. 98-

101

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, the AQIP Modeling shall be done using inputs of the specific

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 plant site is not located on a hilly terrain.

Impact 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


113



ToR Compliance


terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be assessed. Details of the model used and the input data used for modeling shall also be provided. The air quality contours shall be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any.

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, Figure 4.1 to 4.4, 110-113

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

No effluent is being/will be discharged from the plant; as the plant is being/will be based on“Zero Effluent Discharge”. Therefore, water quality modeling study is not required.

-

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.

Details regarding impact of the transport of raw materials and end products on the surrounding environment have been incorporated in EIA/EMP Report.


117

iv. A note on treatment of wastewater from different plant operations, extent recycled and reused for different purposes shall be included. Complete scheme of effluent treatment. Characteristics of untreated and treated effluent to meet the prescribed standards of discharge under E (P) Rules.

Details regarding treatment of wastewater from different plant operations, extent recycled and reused for different purposes has been incorporated in this EIA/EMP Report.

The project is based on “Zero Effluent Discharge”.

Characteristics of untreated and treated effluent have also been incorporated in this EIA/EMP Report. Domestic wastewater generated from plant is being/will be treated in STP and treated water will be utilized in greenbelt development / plantation.


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

Stack emission details have been incorporated in this EIA/EMP Report.

Efficient Air Pollution Control Equipment (APCE) is being/will be used for the control of emissions from all the sources within the prescribed limit.


Chapter IV, Table 4.1 & 4.2, Page no. 108

Chapter IV, Section 4.4.2(A), Page no. 105

vi. Measures for fugitive Measures for control of fugitive emission have been Chapter IV, Section



ToR Compliance


emission control. incorporated in this EIA/EMP Report. 4.4.2(B) Page no. 105-107

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

Used oil generated from plant machinery/ gear boxes as hazardous waste is being/will be sold out to the CPCB authorized recycler/incinerate in boiler.

The fly ash is being/ will be given to brick manufacturers/used in soil amendment/ converted to ash granules to be used as potash fertilizer.

Copies of MOU regarding utilization of fly ash with brick manufacturers have been attached as Annexure10with this EIA/EMP Report.

The concept of waste-minimization, recycle/ reuse/ recover techniques,energy conservation and natural resource conservation has been included in this EIA/EMP Report.

Chapter IV, Section 4.4.6, Page no. 119

Chapter X, Section 10.7, Page no. 155


Chapter X, Section 10.10, Page no. 156-

157

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 from the boiler will be taken through pneumatic system to be stored in silo& then will be sold to brick manufacturers in closed trucks or given to farmers for soil amendment or converted to ash granules to be used as potash fertilizer.

-

ix. Action plan for the green belt development plan in 33 % area i.e. land with not less than 1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated.

3.9 hectares (9.6 acres) i.e. approx. 33% of the total plantarea has already been developed as greenbelt & plantation and the same will be maintained.

Details regarding existing greenbelt & plantation along with name and number of species have been incorporated in this EIA/EMP Report.


120

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.

Details of the action plan for rainwater harvesting have been incorporated in this EIA/EMP Report.

Chapter - X, Section no. 10.6.3,

Page no. 155

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

Cost for Environmental Protection Measures:

Capital Cost: Rs. 15.0 Crores Recurring Cost: Rs. 1.5 Crores / annum.

Break-up of EMP Cost is incorporated in EIA/EMP Report.

Chapter - X, Table 10.1, Page no. 157



ToR Compliance


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 6.1, 6.2, 6.3, Page no. 123-

124

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 have been incorporated in this EIA/EMP Report.


8. Occupational health:

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

Fund allocated for occupational health & safety of all contract and casual workers is 10.5 lakhs. Details have been incorporated in this EIA/EMP Report.

Chapter VII, Table 7.4, Page no. 142

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.

Current practices will be followed; which are incorporated in this EIA/EMP Report.

Pre-placement and periodical examinations of the employees are done. Annual health record of all the employee’s department wise is attached as Annexure 11.



iii. Details of existing Occupational & Safety Hazards. What are the exposure levels of hazards and whether they are within Permissible Exposure level (PEL). If these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved.

Details regarding occupational health & safety hazards have been incorporated in this EIA/EMP Report. Exposure level of all the Hazards is within Permissible Exposure Levels.

iv. Annual report of health status of workers with special reference to

The sample annual health status report of workers has been enclosed as an Annexure 12 along with the EIA/EMP Report.




ToR Compliance


Occupational Health and Safety.

9. Corporate Environment Policy:

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

Yes, the Company has laid down environmental policy approved by its board of directors.

Corporate Environment Policy of the Company has been incorporated with the EIA/EMP Report.

Chapter X, Section 10.3, Page no. 149-

152

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.

Yes, the Environment Policy prescribes for standard operating process to implement the environmental standards and applicable regulation along with reporting of any non-compliance in the system.

iii. What is the hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions? Details of this system may be given.

The hierarchical system or Administrative order of the Company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions is incorporated in this EIA/EMP Report.

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.

The environmental management system of the company engages right from the senior management to the implementation team on the ground.

System of reporting the performance of environmental management system has been incorporated under roles & responsibilities of Corporate Environment Policy.

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

During construction phase various facilities will be provided to the workers including truck drivers such as restrooms, canteen, sanitation, drinking water etc.

Current facilities are adequate for the expansion project after commencement.

-

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

For this Brownfield project, according to the latest circular issued on CER dated 1stMay, 2018, adequate funds (maximum percentage of the total project cost) will be earmarked towards the Enterprise Social Commitment based on need base assessment and public hearing issues. Total budget allocated towards CER is Rs. 1.05 Crores.

Chapter VIII, Section 8.3, Page no. 145-146



ToR Compliance


be included. Socio-economic development activities need to be elaborated upon.

Details regarding socio-economic development activities to be carried out have also been incorporated in this EIA/EMP Report.

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.

-

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.

Page no. 9-21

Specific TOR

i. List of existing distillery units in the study area along with their capacity and sourcing of raw material.

There is no existing distillery in 10 km radius study area. -

ii. Number of working days of the distillery unit.

Existing working days-330 days per annum After expansion working days-365 days per annum

-

iii. Details of raw materials such as molasses/grains, their source with availability.

Details of raw materials (molasses), its source with availability have been incorporated in this EIA/EMP Report. List of nearby sugar mills from where molasses is being/will be procured has also been incorporated in EIA/EMP report.

Chapter II, Table 2.4 & 2.5, Page no. 33-34

iv. Details of the use of steam from the boiler.

Steam from the boiler will be used indistillation, evaporation process and for the production of Co-generation power.Details of use of steam from the boiler have been incorporated in this EIA/EMP Report.

Chapter II, Section 2.5.4, Page no. 40

v. Surface and Ground Water quality around proposed spent wash storage lagoon and compost yard.

The Molasses based distillery is being/ will be based on “Zero Liquid Discharge”.

However, the monitoring of groundwater quality for the plant site has been done and details have been incorporated in this EIA/EMP Report


vi. Plan to reduce spent wash generation within 6-8 KL/KL of alcohol produced.

Spent wash generation is being/will be maintained within norms. Conc. Spent wash will be burnt in incineration boiler as fuel.

Chapter II, Figure 2.4 & 2.6, Page no. 36 &

39

vii. Proposed effluent treatment system for molasses/Grain based distillery (spent wash, spent lees, condensate and utilities) as well as domestic sewage and scheme for achieving zero effluent discharge (ZLD).

The distillery is being/ will be based on zero effluent discharge.

Details regarding treatment of spent wash, spent lees, condensate & utilities have been incorporated in this EIA/EMP Report.

Chapter IV, Section 4.4.4.1, Page no. 118



ToR Compliance


viii. Proposed action to restrict fresh water consumption within 10 KL/KL of alcohol production.

The company is being/will be restricting fresh water consumption within 10 KL/KL of alcohol production.


ix. Details about capacity of spent wash holding tank, material used, design

consideration. No. of peizometers to be proposed around spent wash holding tank.

The spent wash holding lagoon is duly lined with RCC as per the specifications to prevent contamination of ground water or land. Ithas the storage capacity for10 days(as per Existing EC obtained) and is made impervious as per the specifications.

Presently 2 piezometers exist around the spent wash holding tank.

-

x. Action plan to control ground water pollution.

The project is being/will be based on “Zero Effluent Discharge” and effective measures taken to prevent ground water pollution have been incorporated in this EIA/EMP Report.

Chapter X, Section 10.6.2, Page no. 154-

155

xi. Details of solid waste management including management of boiler ash, yeast, etc. Details of incinerated spent wash ash generation and its disposal.

Fly ash from the boiler is being/will be given to brick manufacturers/ used in soil amendment/converted to ash granules to be used as potash fertilizer. Sludge generated is being/will be used as manure. Spent wash is being/will be concentrated in MEE and then used as fuel in boiler.

Chapter IV, Section 4.4.6, Page no. 119

xii. Details of bio-composting yard (if applicable).

Not Applicable.

xiii. Action plan to control odour pollution.

Action plan to control odour pollution has been incorporated in this EIA/EMP Report.

Chapter IV, Section 4.4.2(C ) , Page no.

107

xiv. Arrangements for installation of continuous online monitoring system (24x7 monitoring device)

Continuous online monitoring system for stack emissions is already installed by the Company. It will also be installed with the proposed boiler.

-

Public Consultation

1. Details regarding public consultation

Public Hearing for the project has been conducted on 10th July, 2019 at 11.00 am at plant site by Uttar Pradesh State Pollution Control Board. Details of the same have been incorporated in this EIA/EMP Report. The proceedings of Public hearing have been enclosed as Annexure 13.



Expansion of Molasses based Distillery (60 to 180 KLPD) and Co-generation Power Plant (2.0 to 8.0 MW) within the Existing Plant Premises


Chapter - I of Final EIA / EMP Report


CHAPTER-I

INTRODUCTION

1.1 PURPOSE OF THE REPORT

As per EIA Notification dated 14th Sept., 2006 and its subsequent amendments; it is mandatory to have

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

Ministry of Environment, Forest and 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

toexpansion 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 THE PROJECT AND PROJECT PROPONENT

1.2.1 Identification of the Project

A. Details ofthe Existing Project

LH Sugar Factories Limited - Distillery Division has its existing 60 KLPD Molasses based Distillery and 2.0 MW

Co-generation power plant at Village Jangraulipul, Tehsil Pilibhit, District Pilibhit, Uttar Pradesh.The company

has a 125000 TCD sugar mill in the nearby area and molasses and bagasse will be sourced from there itself.

The existing unit has obtained EC from MoEFCC, New Delhi and CTO from UPPCB. Details are given below:

Table - 1.1 Existing Clearances / Consents

S. No. Existing clearance & consents Letter No.

1 Environment Clearance for the existing unit of 60 KLPD Molasses based distillery and 2 MW co-generation power plant was obtained from MOEFCC, New Delhi.

Vide letter no. J-11011/354/2013-IA-II (I) dated 15thJuly, 2015 (Annexure 2)

2 CTO under section 21/22 of the Air (Prevention & Control of Pollution) Act, 1981 (as amended)

vide letter no. 77942/UPPCB/Bareilly(UPPCBRO)/CTO/air/PILIBHIT/2019 dated 2.3.2020 (Valid from 1.1.2020 to 31.12.2021) (Annexure5)

3 Consent to Operate for discharge of Effluent under Section 25/26 of the Water (Prevention & Control) of Pollution Act, 1974

vide letter no. 81172/UPPCB/Bareilly(UPPCBRO)/CTO/water/PILIBHIT/2019 dated 14.02.2020 (Valid from 1.1.2020 to 31.12.2020). (Annexure5)

• Latest Certified EC compliance report has been obtained from RO, MoEFCC, Lucknow vide letter no. IV/Env/UP/Ind-142/400/2015/682 dated 18th February, 2020. Date of site visit was 17th December, 2019. Copy of the same is attached as Annexure 3.

• During site visit some non-compliances were observed, action taken reply for the non-compliances observed has been submitted to MoEFCC, Lucknow. Copy of the same is incorporated as Annexure 4.

• Latest status of compliance for CTO air and water is attached as Annexure 6 with EIA/EMP Report.





B. Project proposal

LH Sugar Factories Limited - Distillery Division (LHSFL) is now proposing an expansion of Molasses based

Distillery from existing 60 KLPD to 180 KLPDand Co-generation power plant from 2 MW to 8 MWwithin the

existing plant premises. Major raw material i.e. molasses and fuel i.e. bagasse is being/will be sourced from

own and nearby sugar mills.

The details of project proposal are given below.

Table - 1.2 Project Proposal

S. No.

Units Existing Capacity

Additional Capacity

Total Capacity after expansion

Products and By Products-

1. Molasses Based Distillery

60 KLPD 120 KLPD 180 KLPD Product – Ethanol(Absolute Alcohol) / Extra Neutral Alcohol(ENA) / Rectified Spirit (RS) By Product- CO2 and Fusel oil

2 Co-Generation Power Plant

2 MW 6 MW 8 MW Power

3 IMFL/CL Bottling Plant*

- 10000 cases /day

10000 cases /day

IMFL/CL Bottles

Source: Pre-feasibility Report

Note: * As per directions issued by Principal Secretary, Uttar Pradesh Governance addressing the Excise

Commissioner, Uttar Pradesh vide letter no. 82/2019/2165 E-2/13-2019-01/2018 dated 7thNovember, 2019

regarding determination of molasses policy for the FY 2019-20, it has been stated that “about 50 percent of

the excise revenue is from country liquor. Therefore, it is necessary to have an allied country supply agent

and molasses should be provided in appropriate quantity as per requirements. The sugar mills having their

own distilleries and manufacturing country liquor, shall consume 18% C- heavy molasses (remaining reserved

molasses and yearly produced molasses) in the supply of country liquor only.” Complying to above orders,

the company will manufacture RS/ENA for the minimal amount required and will set up an IMFL/CL bottling

plant for the same.

C. Screening Category

As per EIA Notification, dated 14th September, 2006 and its subsequent amendment dated 13th June 2019,

the proposed expansion project falls in category “A” under Activity 5 (g) [All molasses based distilleries > 100

KLPD].

D. Current Status of the Project with respect to Environment Clearance

The chronology of the project activities undertaken so far with respect to the process of getting

Environmental Clearance are as given in Table below: -

Table - 1.3 Status of the expansion projectwith respect to Environment Clearance

S. No. Project activity Details

1 Application uploaded on MoEFCC portal 21st November 2018

2 ToRvide letter no. J-11011/354/2013-IA II(I) issued by MoEFCC, New Delhi

30th November, 2018

3 Baseline monitoring & data collection Post Monsoon Season (October to December, 2018)

4 Submission of Public hearing documents in UPPCB 8th May, 2019

5. Public hearing conducted on 10th July, 2019





1.2.2 Introduction of the Project Proponent

LH Sugar Factories Limited (LHSF) is a 12,500 TCD sugar mill located in Pilibhit in north-west Uttar Pradesh

(UP). LHSF was promoted by two brothers – Raja Lalta (L) Prasad and SahuHari (H) Prasad in 1909 and was

incorporated in 1933. The descendants of these two families have managed the operations of the sugar mill.

Over the last few years, the company has been expanding its scale of operations by undertaking continuous

expansion; de-bottlenecking measures and diversification by forward integrating into co-generation of

power. In FY 2007-08, LHSF expanded its co-generation capacity to above 40 MW from 20 MW.

LH Sugar has installed a Molasses based Ethanol manufacturing plant at Jangraulipul, in FY-2017-18 for

taking benefits of value addition by converting it into first Rectified spirit and subsequently into Ethanol. The

company has a 60 KL/Day capacity multi products manufacturing distillery at Jangraulipul to first produce

rectified spirit and thereafter ENA and Ethanol as per market requirement. The project is mainly funded by

the contribution from Sugar Development Fund (SDF) and also out of the loan taken from Financial

Institutions/Bank. The raw material for the Ethanol Unit i.e. molasses is procured from own Sugar mill

through tankers and balance requirement will be procured from nearby sugar mill. The products i.e. Ethanol

is being/will be sold to Petroleum Companies and Rectified Spirit and ENA to other industrial buyers.

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

COUNTRY, REGION

1.3.1 Brief description of nature, size and location of project

Brief description of nature, size and location of the project is given in Table below.

S. No. Particulars Details

A. Nature Expansion of Molasses based distillery and co-generation power plant

Size of the Project Units Existing Capacity

Additional Capacity


Molasses Based Distillery

60 KLPD 120 KLPD 180 KLPD

Co-Generation Power Plant

2 MW 6 MW 8 MW

Bottling Plant - 10000 cases /day

10000 cases /day

B. Location Details

1. Village Jangraulipul

2. Tehsil Pilibhit

3. District Pilibhit

4. State Uttar Pradesh

C. Geographical Extent of the Plant Site

1. Latitude 28°33'39.63" to 28°33'56.78"N

2. Longitude 79°48'46.40" to 79°49'02.11"E

3. Toposheet no. 53P/10, 53P/11, 53P/14 & 53P/15

1.3.2 Importance to the country and Region

Advancement in science and technology has created so many products that have enhanced the quality of

human life in every passing year. The human race is largely dependent on industrialization for up gradation

in quality of life. Progress of the nation is judged through its economic growth which is largely dependent on

industrial productivity. In Indian economy (which is agro based) many industries are dependent over





agricultural produce for production of luxury and need based commodities. Alcohol has assumed a very

important place in the Country’s economy. It is a vital raw material for a number of chemicals. It has been a

source of revenue by way of excise duty levied by the State Government on alcohol liquors. It has a potential

as fuel in the form of power alcohol for blending with petrol which is expected to achieve the ratio of 20:80.

The use of alcohol for the purpose of potable liquor is as high as its use for industrial purposes.

According to analysts, the Indian alcoholic beverages industry is expected to witness accelerating growth in

coming years with the consumer base likely to expand amidst rising disposable income. The domestic

alcoholic drinks market is estimated around $13 billion and has been growing at a compounded annual

growth rate in excess of 10% in the past few years. The growth rate is higher than other major Asian markets

like China and South Korea, etc.

In the path of company’s growth and development this project will serve as yet another milestone.

Presently, Govt. of India is pushing ethanol blending programme in a big way to achieve blending target of

approximately 10% in near future and progressively increase to 20%. To achieve this target GOI is coming

out major policy announcement to encourage setting up and expansion of Molasses based distilleries.

1.4 SCOPE OF STUDY

Scope of this study covers all the points given in the Terms of Reference (ToR) prescribed by MoEFCC, New

Delhi vide letter no. J-11011/354/2013-IA II (I) dated 30thNovember, 2018.

The data generated from various studies for EIA/EMP are presented and discussed in following chapters of

this report prepared as per Appendix-III of the EIA Notification, 2006.

Chapters Description

Chapter - 1 Introduction

Chapter - 2 Project Description

Chapter - 3 Description of the Environment

Chapter - 4 Anticipated Environmental Impacts and Mitigation Measures

Chapter - 5 Analysis of Alternatives (Technology and Site)

Chapter - 6 Environmental Monitoring Programme

Chapter - 7 Additional Studies

Chapter - 8 Project Benefits

Chapter - 9 Environment Cost Benefit Analysis

Chapter - 10 Environment Management Plan

Chapter - 11 Summary & Conclusion

Chapter - 12 Disclosure of Consultants Engaged

Expansion of Molasses based Distillery (60 to 180 KLPD) and co-generation Power Plant (2.0 to 8.0 MW) within the Existing Plant Premises


Chapter - II of Final EIA / EMP Report


CHAPTER - II

PROJECT DESCRIPTION

2.1 TYPE OF THE PROJECT

As per EIA Notification dated 14th Sep, 2006 and its subsequent amendment dated 13th June, 2019, the

project falls under Category “A”, Project or Activity ‘5(g)’ Distilleries [All Molasses based distilleries>100

KLPD]. Expansion will be carried out within the existing plant premises.The magnitude of expansion is from

60 KLPD to 180 KLPD Molasses based distillery & 2.0 to 8.0 MW co-generation power plant.

2.2 NEED FOR THE PROJECT

By 2022, the Government of India (GOI) proposes to reduce its dependence on crude oil imports by 10% in

several ways: increasing domestic output; promoting energy efficiency and conservation; and encouraging

greater use of alternative fuels. Growth in the biofuel market will partly reduce import dependence on crude

oils and encourage optimal use of other renewable energy resources, particularly when strong economic

growth prospects drive higher demand for gasoline and petroleum products.

The demand for ethanol in India continues to soar on the back of government’s plan to increase mandatory

blending. As per the latest statistics, the domestic sugar mill industry achieved a production figure of around

1.12 billion liters during the last sugarcane season of 2015-16, around 65% more than the previous season.

Despite record production, it continues to be significantly insufficient for blending purposes due to a deficit

of around 900 million liters as of the end of 2016. The ethanol blending demand is further set to rise in the

coming years, with ambitious targets set by the government of India to increase ethanol blending from 10%

to 22.5%. As such, the company is already producing ethanol that is being/will be helping the government

and it will become one of the extended contributors for the same.

2.3 Location Map

The plant site is located in Village Jangraulipul, Tehsil Pilibhit, District Pilibhit, Uttar Pradesh.

2.3.1 General location map





Figure - 2.1: Location Map





2.3.2 Specific Location Mapshowing corner co-ordinates of the plant site

Map showing specific location of the plant along with boundary coordinates marked on a google image is given below:

Figure - 2.2: Google-Earth downloaded map showing corner co-ordinates of the plant site





2.3.3 Plant Layout

Total plant area is 11.74 ha (29.0 acres). The proposed expansion will be carried out within the existing

premises only, thus, no additional land is required for the same.

Out of the total plant area of 29 acres i.e. 11.74 ha, 3.9 hectares (9.6 acres) (~ 33% of the total plant area) has

already been developed under greenbelt and plantation and same will be maintained. Land Area breakup for

29 acres is given in table below:

Table - 2.1

Area Details

S. No. Particulars Area (acres)

Existing Additional After expansion

1 Main plant, machinery & utilities 2.8 3.0 5.8

2 Raw material & product storages 1.8 1.3 3.1

3 Roads & others 2.6 1.0 3.6

4 Admin office & excise office 1.0 - 1.0

Open area 11.2 (-5.3) 5.9

6 Total greenbelt development & plantation 9.6 - 9.6

Total 29 acres - 29 acres

Layout map indicating existing unit as well as proposed unit indicating storage area, plant area, greenbelt

area, utilities etc. has been given in Figure below:





Figure - 2.3: Plant Layout





2.3.4 Plant Site Photographs with Existing Greenbelt

Main gate of the plant site Molasses storage tank

Power room Distillation area

Fermentation area Ethanol storage area





Plantation near offices Plantation around storage area

Plant Internal Roads Greenbelt

Greenbelt Greenbelt

2.4 SIZE OR MAGNITUDE OF THE OPERATION

Size or magnitude of operation for the expansion project is given below:





Table: 2.2

Details of expansion

Units Existing Capacity Additional Capacity Total Capacity after expansion

Molasses based distillery 60 KLPD 120 KLPD 180 KLPD

Co-generation power plant 2.0 MW 6.0 MW 8.0 MW

Bottling Plant - 10000 cases /day 10000 cases /day

Table 2.3

Other details of the project

A. Cost Details

1 Total Cost for the Expansion Project Rs. 107.10 Crores

2 Cost for Environmental Protection

Measures

Capital Cost – Rs 15.0 Crores

Recurring Cost- Rs. 1.5 Crores/annum

B No. of working days Existing - 330 days/annum

After expansion – 365 days/ annum

C. Products& By-products Products- Ethanol(Absolute Alcohol) / Extra Neutral Alcohol(ENA) /

Rectified Spirit (RS) and Power, IMFL/CL Bottles

By-products-CO2 and Fusel oil

2.5 REQUIREMENTS FOR THE PROJECT

2.5.1 Raw material requirement for the Project

The basic raw material for the manufacturing of (Ethanol/ENA/RS) is being /will be Molasses. In the present

& future scenario, molasses is being/will be sourced from own & other nearby sugar mills.

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

storage facilities are given in table below:

Table - 2.4

Raw material requirement, source &transportation

S. No.

Name of Raw Material

Required Quantity Source Distance from

plant site

Storage facility and

Capacity Existing

Additional


1.

Molasses (TPD) 285 TPD 578TPD 863 TPD

From own and near by sugar mills by road

With in 100 km

2 x 50,000 Qtls. Tanks

1 x 100000 Qtls.

2. Chemicals

Sodium Hydroxide (Caustic)

2.0 TPD 4.0 TPD 6.0 TPD Near by market by road

500 Km Solid form packed in 50 kg bags & stored in godown

Enzyme 4 Kg/day 8 Kg/day 12 Kg/day Liquid form packed in cans and stored in godown

Antifoam Agent 150 Kg/day 300 Kg/day 450 Kg/day

Yeast Own propagation Solid formpacked in bags and stored in godown






Table 2.5

List of nearby sugar mills for procuring molasses

S. No. Name of sugar mill Capacity Area

1. LH Sugar Factories Limited 12500 TCD Pilibhit

2. Bajaj Hindusthan Sugar Ltd. 7500 TCD Barkhera, Pilibhit

3. Bajaj Hindustan sugar mill 7000 TCD Maqsoodapur, Pilibhit

4. Oswal overseas sugar mill 3500 TCD Nawabganj

5. KisanSahkarichini mill 2500 TCD Puranpur

6. BisalpurKisanSahkari Sugar Mill 2500 TCD Bisalpur

2.5.2 Fuel Requirement

Concentrated Spent Wash and Biomass (Bagasse/ Rice husk)/Indian coal is being / will be used for the boiler

of existing capacity 23 TPH & proposed capacity 56 TPH. Details regarding fuel requirements are given

below.

Table - 2.6

Fuel Requirement

S. No.

Name of Fuel Approx. Quantity (T/Day) Source & mode of transportation

Storage facility

Distance from source (Km) Existing Additional Total

1. Concentrated Spent Wash

154 382 536 Own plant through pipelines

- In house

2. Bagasse 120 240 360 Sugar mill by road Covered shed

50 km

or

Rice Husk 70 140 210 Local vendors by road

Covered shed

300-500 km

or

Indian Coal 54 108 162 Authorized dealers by road

Coal yard 300-500 km


2.5.3 Water Requirement

Existing water requirement is 570 KLD(480 KLPD for distillery & co-generation power plant & 90 KLPD

domestic & others) for 60 KLPD Molasses based distillery. For proposed 120 KLPD Molasses based distillery,

total fresh water requirement will be 790 KLPD (723 KLPD for distillery & co-generation power plant & 67

KLPD for bottling plant). Hence, total fresh water requirement for 180 KLPD will be 1360 KLPD which will be

met from ground water.

Status of Approval: For existing fresh water requirement of 570 KLPD, CGWA permission has been obtained

vide NOC no. CGWA/OC/IND/ORIG/2016/2349 dated 10th November, 2016. Renewal for the existing NOC

has been applied vide online application no. 21-4/1093/REN/UP/IND/2016 dated 7/11/2018 and it has been

forwarded & recommended from CGWB to Member Secretary, CGWA dated 28th February, 2020. For

additional fresh water requirement, application has been submitted and hard copy submission receipt is

obtained. Copy of the forwarded letter for existing NOC and application submission receipt for additional

fresh water requirement is incorporated as Annexure 1.





Table - 2.7

Fresh water requirement break up

S. No.

Particular Existing Requirement Additional requirement Total requirement after expansion

1. Distillery& co -generation power plant (KLPD)

480 (8.0 KL/KL) 723 (6.0 KL/KL) 1203 (6.7 KL/KL)

2. Domestic & others (KLPD) 90 - 90

3. Blending &Bottling (KLPD) - 67 67

Total 570 KLPD 790 KLPD 1360 KLPD





Figure No. 2.4: Watercum mass balance Diagram for Existing 60 KLPD Molasses Based Distillery





Water balance for 120 KLPD Molasses based Distillery along with 6.0 MW Co- generation power Plant

The water requirement for the first run for 120 KLPD Molasses based distillery would be 1823 KLPD, out of

which 1100 KLPD will be recycled. Thus, fresh water requirement will be 723KLPD for distillery & co-

generation power plant.

Table - 2.8(A)

Total input for 120 KLPD Molasses based Distillery

Particulars Quantity (KLPD)

Process water (Fermentation, distillation & CIP) 1252

Boiler make up water 135

Make up water for cooling towers 396

Make up water for vacuum pump 40

Total 1823

Table - 2.8(B)

Total recycling & reutilization for 120 KLPD Molasses based Distillery

Particulars Quantity (KLPD)

Treated water to process 1040 KLPD

Rectifier lees to process 60

Total recycled 1100

Net fresh water requirement for 120 KLPD Plant 1823- 1100 = 723 KLPD





Figure No. 2.5: Water balance diagram for additional 120 KLPD Molasses Based Distillery





Figure No. 2.6: Mass balance diagram for additional 120 KLPD Molasses Based Distillery





2.5.4 Steam Requirement

The total steam requirement for120 KLPD Molasses based operation will be 45.7 TPH which will be sourced

from proposed boiler of 56 TPH & for existing Molasses based distillery it is 23 TPH which is being sourced

from 23 TPH boiler.Steam generated from the boiler will be utilized in the distillery process and generation

of 8 MW Power which will be for the own consumption and also for boiler feed water heating and distillery.

The steam requirement for different purposes is given below:

Table – 2.9

Steam Requirement

S.

No.

Purpose Existing requirement for

60 KLPD Distillery

Additional Requirement for

120 KLPD Distillery

1. Multi-pressure Distillation 8.7 TPH 16.5 TPH

2. Multi Effect Evaporator 8.25 TPH 18.7 TPH

3. Boiler De - Aeration 6.05 TPH 10.5TPH

Total 23.0 TPH 45.70 TPH

Source 23 TPH Boiler 56 TPH Boiler

2.5.5 Boiler Details

An existing boiler having capacity of 23 TPH has already been installed that is sufficient for 60 KLPD Molasses

Based Distillery & a new boiler having capacity of 56 TPH will be installed for additional 120 KLPD molasses

Based Distillery. Details regarding the existing and proposed boiler are given in the table below:

Table - 2.10

Boiler Details

S. No. Particulars Existing Boiler AdditionalBoiler

1. Type of Fuel Concentrated Spent Wash & Bagasse/ Rice Husk/Coal

2. Capacity of Boiler 23 TPH 56 TPH

3. Stack Height 65 m 84 m

4. Pollution Control Equipment Measures Bag filter Bag Filter

2.5.6 Power requirement

Existing power requirement is 1.8 MW and additional 4.8 MW of power will be required for proposed

expansion. Thus, the total power requirement after proposed expansion project will be approx. 6.6 MW.

Source: 8 MW Co-generation Power Plant

2.5.7 Details regarding D.G. sets

Two D.G. set of 320 KVA each has already been installed for power back up & one D.G. set of 1250 KVA has

been proposed to be installed as a part of proposed expansion. Details regarding the D.G. sets are given in

table below:

Table - 2.11

Details regarding D.G. Sets

S. No. Particulars Existing Additional

1. Type of Fuel Diesel

2. Capacity 2 x 320 KVA 1250 KVA

3. Stack Height (above roof level) 3.6 meter 7 m

4. Pollution Control Equipment Measures Adequate stack height/ acoustic enclosure





2.5.8 Manpower Requirement

Existing manpower requirement is 100 persons(60 persons on regular basis and 40 persons on contract

basis). Additional requirement for expansion will be 65 persons(20 persons on regular basis and 45 persons

on contract basis). Thus, the total manpower requirement after proposed expansion will be 165 persons

which will include all categories of unskilled, semi-skilled, skilled personnel and contract labour.

Table – 2.12

Manpower requirement

Particulars Manpower

Temporary employment during construction 150

Permanent employment during construction 3

Permanent employment during operation 80

Temporary employment during operation 85

Total during operation and construction phase 318 persons





2.6 PROPOSED SCHEDULE FOR APPROVAL & IMPLEMENTATION

The construction work will be started after getting Environmental Clearance from the MoEFCC, New Delhi. Expansion will be done within 2-3 years after getting all the

regulatory approvals.

Activity Months

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

Appointment of

consultant, basic

engineering and

issue of tender

enquiries and

main machinery

order placement

for units

3

Civil construction 9

Fabrication and

mechanical work

11

Electrical and

instrumentation

erection

3

Refractory works 2

Trial runs and

commissioning

2





2.7 MANUFACTURING PROCESS DESCRIPTION

2.7.1 Distillery Unit - Production from Molasses:

• Molasses unloading and storage

Molasses from tankers/pipe line is being/will be unloaded at unloading point and transferred in to molasses

storage tank.

• Yeast propagation and fermentation:

Yeast activation:

Yeast seed material is being/will be prepared in water-cooled Yeast Activation vessel by inoculating sterilized

mash with active dry yeast. Optimum temperature is being/will be maintained by cooling water. The contents

of the yeast activation vessel are being/will be transferred to fermenter.

• Fermentation:

The Molasses from storage tank to be pumped to dilutor installed in fermentation section and diluted with

water. The diluted molasses called Wort is being/will be fed into culture vessels and Pre-fermenter for

activation of yeast. The activated yeast from the yeast activation vessel transferred into pre fermenter.

Once the yeast activated in pre-fermenters, it is being/will be transferred in to fermenters and diluted

molasses to be added. The process of fermentation is to convert the fermentable substrate into alcohol. The

pH of the wort is adjusted by the addition of acid. Yeast is being/will be available in sufficient quantity to

initiate fermentation rapidly and complete it within the cycle time.

At the start of the cycle, the fermenter is being/will be charged with wort and contents of the yeast activation

vessel. Significant heat release takes place during fermentation. This is removed by passing cooling water

through the fermenter PHE’s to maintain an optimum temperature. The recirculating pumps also serve to

empty the fermenters into beer well. After the fermenters are emptied, they are cleaned with water and

caustic solutions and sterilized for the next batch. The carbon dioxide evolved during the process is

being/will be vented to atmosphere (to be processed and stored for industrial use) after recovery of alcohol

in a scrubber.

• Distillation: (Multi Pressure Distillation with Integrated Evaporation)

Fermented wash from wash holding tank is being/will be pumped by wash feed pump to the top of

degassing column after preheating the same in beer heater and spent wash heat exchanger. The vapors

along with non-condensable gases from the top of degassing column is being/will be rectified in Heads

column, to expel the high volatiles, technically known as heads. Bottom liquid from the degasser flows into

analyzer column where alcohol is stripped from the liquid. The liquid from bottom of analyzer column is

being/will be completely stripped of alcohol and pumped out by thick slop discharge pump through heat

exchanger where it preheats the fermented wash before it enters degassing column. The slop from the

analyzer column is being/will be fed in to decanter. The dilute alcohol vapors from near the top of analyzer

column is being/will be condensed first in beer heater while exchanging heat with wash feed and then in

analyzer condenser. Degasser and analyzer operate under vacuum. The condensate is being/will be collected

in rectifier feed tank. The vapors for stripping alcohol is being/will be generated from analyzer column

bottom liquid in the analyzer column re-boiler by using the rectified column top vapors. Vapors from the top

of heads column are condensed in heads column condenser and then in head column vent condenser. Part

of the condensate is returned to column as reflux while a small portion is taken out as an impure spirit cut.

Liquid from bottom is also taken into rectified feed tank.





Dilute alcohol water mixture from rectifier feed tank is being/will be pumped by rectifier feed pump through

rectifier feed pre-heater in to rectifying column. Rectifier and its associated equipment work under pressure

so that these vapors can supply the necessary heat for generating the vapors.

The condensate is then pumped as reflux to rectifying column. Rich alcohol vapors at a concentration of

95.5% v/v from top of rectifying column are condensed first in analyzer and then in reflux vent condenser.

The liquid form is being/will be collected in rectifier reflux tank. Part of the liquid may be drawn off as

impure spirit. The impure spirit cut will be maintained as little as possible to maintain aldehyde levels to

meet the required limits in RS/ ENA. From rectifier column the draw is being/will be taken to produce RS and

for ENA draw is being/will be sent to ED column, rectifier column and finally to polishing column to maintain

quality of ENA and final draw from polishing column is being/will be sent to receivers.

Liquid from the reflux tank is pumped by product pump partly as product and partly as reflux to the top of

the rectifying column. The necessary rectifying vapors are generated by boiling the bottom liquid in Rectifier

Column Re-boiler using medium pressure steam. Some side streams are drawn from rectifier column as light

and heavy fractions of higher alcohols called fusel oils and cooled in fusel oil coolers and are mixed with

water and allowed to separate out in fusel oil separator. All vents are being/will be connected to Vent Gas

Absorber where the vent gases are scrubbed with water to recover entrained alcohol. The scrubber water is

used for washing the fusel oils in fusel oil separator to recover alcohol from the fusel oil fractions. The

absorber vent is connected to vacuum pump which is used to create vacuum in the analyzer and degasser.

Absolute alcohol is manufactured by dehydration of Rectified Spirit. The process adopted here is based on

Pressure Swing Adsorption (PSA) system using Molecular Sieves.

Rectified spirit, after preheating by waste hot streams, is vaporized and superheated by using medium

pressure steam at 6 Kg/cm2g pressure. Hot vapors at 6 kg/cm² g pressure and 130° C temperature pass

through PSA column, where the water vapors are retained while water free alcohol is released as vapors. The

vapors are condensed and collected as absolute alcohol. When the molecular sieve bed is saturated with

water the alcohol vapors are shifted to the other tower and the first tower is taken for regeneration.

Regeneration is done first by pressure releasing and creating vacuum and then by elutriating with

dehydrated alcohol vapors from the tower in dehydration operation. The vapors are condensed and the vent

vapors are recovered through scrubber. Vacuum can be created. Product will be cooled and transferred to

absolute alcohol receiving tank and then on to storage tank.

• Alcohol bulk storage:

Alcohol is being/will be first taken to daily receiver storage tanks, which is being/will be based on the State

Excise laws, storage for three days considering the weekly holidays of two days. Thereafter, the alcohol is

being/will be transferred to bulk storage tanks after taking the daily receiver Dip. This is transferred using

flameproof pumps. Final dispatch of alcohol is being/will be metered and again is being/will be carried out

using special flameproof pumps. The Bulk spirit storage is proposed to be set up for 30 days.

• Effluent handling section in the process

a) Evaporation section:

• The spent wash coming from distillation section is being/will be fed in to first calendria of the

evaporator section. There are five calendria installed as per design to concentrate the dissolved

solids. Suggested treatment scheme is a four FF + finisher evaporation plant for spent wash

evaporation. The following points elucidate the basic working principle:





• After Integrated evaporator spent wash is being/will be fed to stand alone evaporators four effects (

3+1) Forced circulation to concentrate it up to 60 brix to burn in incineration boiler.

• Shell & tube type evaporators with highly efficient liquid distributor working on the principle of

falling film evaporation is being/ will be used, with Plate type Preheaters for preheating of FEED

stream which serves the purpose of energy conservation.

• Analyzer vapor is being/will be fed to the first effect evaporator shell side at the given pressure and

temperature as the heating medium.

• The feed from the feed balance tank is being/will be taken to make the best heat recovery.

• The feed after getting heated to the predetermined temperature in pre-heater is being/will be fed

from the first effect evaporator which is falling film evaporator -1.

• Vapors generated in 1steffect VLS (Vapor Liquid Separator) is being/will be used as heat source in

the 2nd effect and from 2nd to third and so on.

• The product at the desired concentration of TS is being/will be obtained at the outlet from the final

effect.

• A Shell & tube type multi-pass surface condenser is being employed for condensing the shell side

vapors.

• The pure and the process condensate are collected in receiving vessels.

• Highly efficient operating pumps are being/will be provided for pumping the required fluid.

• The operation of the plant is being/will be under vacuum. Vacuum is created with the help of a

water ring vacuum pump.

• The plant is being/will have high level of automation to get consistent output at required

concentration.

• The system is being/will operate under vacuum. Water-ring vacuum pumps are being/will be used

to maintain a desired vacuum.

• Cooling water from cooling tower is used in the surface condensers for condensing the vapors.

b) Incineration boiler along with the turbine generator:

The concentrated spent wash will be mixed with bagasse/biomass/coal and fired into specially designed

incineration boiler to generate steam and power.





Figure 2.7: Process flow diagram of Molasses based Distillery

2.7.2 Co-Generation Power Plant (2.0 MW to 8.0 MW)

The unit has existing 2 MW co-generation power plant with an existing boiler of 23 TPH and power turbine.

After proposed expansion additional boiler of 56 TPH will be installed to produce additional 6 MW power.

The boiler is / will be based on Concentrated Spent Wash and Bagasse / Rice husk / Coal as available fuel

options. This boiler will operate mainly to feed steam to Molasses based operations and generate power for

distillery operations.

8.0 MW Co-generation power plant consists of a high-pressure water tube steam boiler extraction cum

condensing steam turbine. Fuel in the steam boiler will be burnt with the help of air in the Incineration boiler

furnace. Water will be circulated in the Incineration boiler drum and tubes thus getting heated by the flame

burning in the Incineration boiler furnace. Water comes out of the Incineration boiler drum located at the

top of the Incineration boiler as steam. Flue gases rise in the Incineration boiler furnace and come in contact

with the steam coming out of Incineration boiler drum. Steam after coming in contact with flue gases gets

heated up further thus getting superheated. Superheated steam leaves the incineration boiler in a pipe. Flue

gases after super heating the steam pass through economizer where they pre-heat the incineration boiler

feed water before it enters the incineration boiler drum. After economizer, flue gases pass through air pre-

heaters where they heat the air which is fed to the incineration boiler furnace for burning the fuel. After air

pre heaters flue gases pass through Air Pollution Control Equipment where the dust particles are collected.

The dust is collected in closed system with dense phase technology for final disposal.

High pressure superheated steam from incineration boiler is passed through a steam turbine, which is used

for distillery process operations. While passing through the turbine, the high pressure and temperature

steam rotates the turbine rotor and an electric alternator mounted on the same shaft. Electric power is

generated by the alternator. This electric power generated is consumed in house i.e. for running the distillery

and utilities like incineration boiler auxiliaries etc.





Figure 2.8: Process Flow Chart for Co-Generation Power Plant

2.7.3 Effluent treatment plant

Existing effluent treatment plant is of capacity 550 KLPD and after expansion new ETP of capacity 1200 KLPD will

be installed to treat additional load of effluent. Domestic waste water is being/will be treated in STP of capacity

25 KLPD. Description of ETP stagesis given below:

Quantity of effluent generated Capacity of ETP

installed/proposed

Existing Proposed Existing Proposed

520KLPD (MEE process condensate, Boiler

blowdown, vacuum pump water and CT

blowdown)

1120 (MEE process condensate, CT

blowdown, boiler blow down and vacuum

pump water)

550 KLPD 1200 KLPD

1. Bar Screen

The effluent (condensate) is first taken into the bar screen. Objective of the screen is to remove the floating

objects from the influent stream. The screened condensate then overflows to the flocculator tank.

2. Flocculator tank

Constructed with RCC is provided for flocculation of the treated effluent (condensate) and removal of fine

suspended and colloidal solids. The Flocculation chamber is provided with slow stirring device called as

Flocculator.

3. Buffer Tank:

Buffer tank of adequate retention time is provided before the UAFT reactor. The part of the overflow from

the UAFT is recycled back to the buffer tank. The tank helps in preconditioning the effluent before entering

to UAFT reactor.





4. UAFT (Up flow anaerobic filter tank)

An anaerobic system involves fixed-bed biological reactor with one or more filtration chambers in series.

As wastewater flows through the filter, particles are trapped and organic matter will be degraded by the

active biomass that is attached to the surface of the filter material.

5. Aeration tank

Here the dissolved and non-settle able organic solids present in the wastewater are treated biochemically.

This process is utilized to convert non settleable, dissolved and colloidal solids into settleable sludge. In

order to ensure required population of bacteria in the aeration tank, part of the active sludge is recycled

back. System is designed to maintain high MLSS and low F/M ratio. The aeration Tank shall be provided with

surface aerators.

6. Sludge drying beds

In aeration system the sludge is sufficiently mineralized and does not need any further treatment before

dewatering and disposal. Sand filtration drying beds are provided, where sludge is dewatered by filtration

through sand bed and sun drying of the dewatered sludge is scraped & may be used as manure.

7. Multi Grade Sand Filter (MGSF):

The filter is provided as primary filtering unit. Biologically treated effluent shall be filtered by MGSF in order

to remove suspended matters & turbidity present in the effluent.

8. Active Carbon Filter (ACF)

The ACF shall be provide for remove of chlorine partially and send to treated water tank

9. Lime dosing and chlorine dosing pump

Lime increases the pH and lower the quantity of bacteria and viruses in it, at the same time most of the

heavy metals dissolved in it are also eliminated. Chlorine acts as a disinfectant and kills bacteria, viruses, and

protozoans.

10. Reverse osmosis

The reverse osmosis occurs when pressure, greater than the osmotic pressure, is applied to the water

recovered from ACF. Treated water is forced to flow from the concentrated to the diluted side, and solutes

are retained by the membrane. The membranesallows the selective movement of solvent while rejecting the

solutes, such as salts or low molecular weight organic materials against its osmotic pressure difference. It

effectively removes almost all the inorganic compounds, contaminant ions and most dissolved non-ions. The

permeate generated from the multi membrane RO system is being/will be passed through the permeate RO

system for further removal of dissolve solid. The permeate generated from the system is being/will be

collected on the permeate RO product tank and recycled in cooling tower whereas the final reject is

being/will be used as ash spray.

Table 2.13

Characteristics of Untreated and treated effluent

S.

No.

Parameters Untreated Effluent Treated effluent

Evaporation process condensate Cooling tower blow down

1. TDS 200 mg/l 2000 mg/l <10 mg/l

2. pH 3.5 7.2 6.5-7.5

3. BOD 2500 mg/l 60 mg/l <10 mg/l

4. COD 3500 mg/l 200 mg/l <100 mg/l





RO plant Multi grade filter

Chemical dosing area Flow meter

Aeration tank ETP lab





Figure 2.9: Effluent treatment plantFlow Chart





Figure 2.10: RO plant





2.8 LIST OF EQUIPMENT AND MACHINERIES

Molasses based distillery

S.No. Particulars S.No. Particulars

1 Molasses Tank 7 Cooling Towers

2 Fermentation Section 8 Slop Boiler

3 Distillation Section 9 Lagoon

4 Evaporation Section 10 CPU/RO System

5 PLC Room 11 Storage Section

6 Modern Lab 12 Sewage Treatment Plant

Incineration boiler

1 Incineration boiler 9 DCS

2 TG Set 10 Electrical HT & LT

3 Bag Filter 11 Air Compressor

4 ID Fan 12 Fuel Handling

5 FD Fan 13 Ash Handling

6 SA Fan 14 Fire Fighting System

7 Transformer 15 Stack

2.9 DESCRIPTION OF MITIGATION MEASURES

The mitigation measures given in this section are for management of the emissions, effluents, solid and

hazardous waste generation from the plant to meet the environmental standards and environmental

operating conditions.

S. No.

Project Activity Aspect Impact Mitigation

1. Transportation Dust generation • Increase in dust concentration in the ambient air

• Significant impact on biotic environment

• Spread of respiratory diseases in nearby population

• Paved Road • Speed limit in plant premises • Control for vehicular movement • Water sprinkling • Vehicles should be PUC certified • Greenbelt & plantation on both

sides of the internal roads & plant boundary.

Increase in number of

vehicles

• Congestion of roads due to increase in existing traffic load.

• Noise generation due to vehicular movement and increase in noise level

• Flow of vehicles to be maintained • Maintenance of parking area

2. Fermentation Generation of CO2

Increase in greenhouse gases

CO2 is being/will be collected and sold to authorized vendors.

Generation of yeast sludge

Odor Nuisance Sent to sludge drying beds and used as manure.

3. Multi Pressure Distillation, MEE and cooling tower

Generation of spent wash

• Spent wash has high BOD & COD level and due to this high concentration of pollutants it causes negative impact on surface & ground water

Spent wash is being/will be concentrated in MEE and used as fuel in incineration boiler.

Spent Lees Reused in Process

MEE condensate Treated water is being/will be recycled





S. No.

Project Activity Aspect Impact Mitigation

& cooling tower blow down

and also affect biotic environment

• Generation of odor causes health diseases in nearby areas

4. Boiler Operation Particulate matter &gaseous emission

• Respiratory disease due to PM

• Effect on biotic environment

• Installed Bag filter with existing boiler

• Installation of Bag Filter with adequate stack height with proposed Boiler

• Covered storage for fuel

Generation of noise

• Increase noise level at work zone

• Health impact such as hearing impairment &irritation

• Use of earmuffs, earplugs & ear defenders

• Maintenance of equipment • Insulated enclosures • Greenbelt development at plant

boundary

Boiler ash (Solid waste)

• Water & Soil Contamination

• Fly ash is being/will be stored in silo by pneumatic system

• Ash is being/will be supplied to nearby brick manufacturers or given to farmers for soil amendment or converted to ash granules to be used as potash fertilizer.

5. Effluent Treatment Plant

Waste water • Ground water contamination

• Odor Nuisance

Treated and completely reused in plant activities.

2.10 ASSESSMENT OF NEW & UNTESTED TECHNOLOGY FOR THE RISK OF TECHNOLOGICAL FAILURE

For this project no new or untested technology will be used. The whole process is being/will be based on

proven technology for Molasses based distillery i.e. Multi Pressure distillation followed by multi effect

evaporator and incinerator boiler. No technology failure is envisaged as proper maintenance and servicing of

equipment and machineries is being/will be carried out with proper risk and hazard assessment in order to

handle failure of any machinery.

Expansion of Molasses based Distillery (60 to 180 KLPD) and Co-generation Power Plant (2 to 8 MW) within the Existing Plant Premises


Chapter-III of Final EIA / EMP Report


CHAPTER–III

DESCRIPTION OF THE ENVIRONMENT

3.1 INTRODUCTION

To predict and evaluate the impacts of expansion project on the surrounding area, it is vital to assess the

baseline status of the environmental quality in the vicinity of the plant site. An exhaustive attempt has been

made in the current chapter to disclose all possible base line status of environmental quality in the vicinity of

the plant which further serves as the basis for identification, prediction and evaluation of impacts.To assess

the baseline environmental quality of the area, field assessment has been conducted considering following

components of the environment, viz. land, air, meteorology, noise, water, soil, biological and socio-

economic. The baseline monitoring has been conducted during the Post Monsoon Season (Octoberto

December, 2018) in the study area covering an area of 10 km radius from the plant site.

3.2 STUDY AREA, PERIOD, COMPONENTS AND METHODOLOGY

3.2.1 Study Area

The study area considered is an area of 10 km radius (aerial distance) from the plant site, also known as

buffer zone. The area of plant site is considered as core zone. The major environmental settings of the study

area are as given in the table below-

Table 3.1 Environmental settings of the study area

S. No.

Particulars Details (with approx. aerial distance & direction from plant site)

1. Nearest Village Jangraulipul (~0.5 km in NW direction) 2. Nearest Town& City Pilibhit City (District Headquarters) (~5.5 km in North Direction) 3. Nearest National / State Highway • SH-29 (~0.5 km in West direction)

• NH-730 (formerly known as SH-26) (~4.0 km in NE direction) • NH-74 (~6.5 km in NW direction)

4. Nearest Railway station Pilibhit Railway Station (~ 5.5 km in North direction) 5. Nearest Airport Bareilly Airport (~39 km, SW direction) 6. National Parks, Reserved Forests (RF)/

Protected Forests (PF), Wildlife Sanctuaries, Biosphere Reserves, Tiger/ Elephant Reserves, Wildlife Corridors etc. within 10 km radius

No National Parks, Reserved Forest (RF)/ Protected Forest (PF), Wildlife Sanctuaries, Biosphere Reserves, Tiger/ Elephant Reserves, Wildlife Corridors etc. lies within 10 km radius of the plant site.

7. Water Body (within 10 km radius) • SinghniNala (~0.4 km in East direction) • Takia Distributary (~0.5 km in NW direction) • Deoha River (~1.8 km in West direction) • Sarda Canal (~3.5 km in ENE direction) • NarraNadi (~5.5 km in SSE direction) • Nakti Distributary (~5.5 km in WNW direction) • Sara Nala (~6.2 km in NNE direction) • KhakraNadi (~8.5 km in NNW direction) • BaghaNadi (~8.5 km in SSE direction) • NaulaNala (~8.5 km in WSW direction)

8. Seismic Zone Zone –IV [Based on the Vulnerability Atlas of India – 2nd Edition, BMTPC]

Source: Toposheet, site visit & Pre-feasibility report

The environmental settings are shown below on toposheet of study area of 10 km radius and site location on

scale of 1:50000:





Source: Survey of IndiaFigure 3.1: Environmental settings of 10 km radius study area





3.2.2 Period of baseline data collection and environmental components

The baseline data used in this report has been collected for Post Monsoon Season i.e. October to December,

2018 in accordance with the guidelines for preparation of EIA studies. Sampling, preservation, transportation

& storage of samples were carried out by J.M. EnviroLab Pvt. Ltd. under supervision of EC/FAE concerned.

Analysis of samples has been carried out by J.M. EnviroLab Pvt. Ltd. The sampling period for various

environmental components is given below.

Table - 3.2 Frequency and location of primary data collection of various environmental components

S. No. Description

1. Meteorology

Meteorological parameters on hourly basis at project site based on ToR requirement.

Parameters: Temperature, Relative humidity, Wind Speed, Wind direction.

2. Air

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

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

No. of Locations: 8 locations in core and buffer zone based on ToR requirement.

3. Noise

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


4. Water

Surface water sampling, once in a season.

No. of Locations:5 water body in buffer zone.

Ground water sampling, once in a season.

No. of Locations: 8 locations in core and buffer zone.

Tested for physical and chemical parameters based on ToR requirement.

5. Soil

Soil sampling, once in a season.


6. Biological Environment

Biodiversity survey, once in a season.

Location: Core and buffer zone based on ToR requirement.

7. Socio-economic Environment

Socio-economic survey, once in a season.

Location: Core and buffer zone based on ToR requirement.

3.2.3 Methodology

3.2.3.1 Instruments Used for Environmental Baseline Data Collection

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. Global Positioning System (GPS)





Apart from collecting samples of air, water, noise and soil from respective 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 like State forest department etc. This provided an excellent opportunity

to the members of the field team for obtaining clear scenario of the existing environment of the study area.

The methodology used for various environmental components is quoted here:

Table 3.3 Standardized methods adopted for baseline data establishment

S. No.

Environmental Component

Primary data Secondary data

Parameters Methodology

1. Land Land use and land cover

Field survey Satellite image from NRSC, Hyderabad

2. Meteorology

Temperature, Relative Humidity, Wind Speed, Wind Direction

-- IMD book (Climatological Normals 1981 - 2010)

3. Air PM10, PM2.5, SO2, NOx and CO

Sampling: CPCB Guidelines/NAAQS/ IS 5182 and Instrument Manual Analysis: CPCB Guidelines / IS 5182

-

4. Noise

Equivalent noise levels in dB (A)

Sampling: IS 9989 Analysis: CPCB Guidelines/IS 9989

--

5. Surface Water

Parameters as per IS 10500 - 2012

Sampling:CPCB Guideline & APHA 22nd edition 2012 Analysis: IS 10500-2012/ IS 3025/APHA 22nd edition 2012

--

6. Ground Water --

7. Soil Parameters as per Indian Agricultural Research Institute Handbook

Sampling: USDA Analysis: As per IS 2720/USDA

-

8. Biological Environment

Flora and fauna Quadrate method/ random sampling

Forest working plan

9. Socio- Economic Environment

Socio- Economic status Field survey through questionnaire, group discussion and random sampling

• Census data, 2011 • List of prevailing diseases

from Public Health Centre • List of villages where public

health centre are set up • List of schools • Map of taluka • Details on socio-economic

developmental activities undertaken by the client

3.3 ESTABLISHMENT OF BASELINE WITH BASE MAPS OF ALL ENVIRONMENTAL COMPONENTS

3.3.1 Details of LU/LC of Buffer Zone

Data of Indian Remote Sensing Satellite Multi Spectral Satellite Image has been used for preparation of Land

use/ Land cover thematic map of study area.

Technical details of Data

Satellite Image - RESOURCESAT-2 (L3FMX)

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





SOI Toposheets No.- 53P/10, 53P11, 53P14, 53P/15

Satellite Data Source - NRSC, Hyderabad

Land Use Pattern of the Buffer Zone (Study area)

The study area mainly comprises of Agricultural land (67.96%), waste/barren land (9.1%), grazing/community

Land(11.36 %), surface water bodies (2.95 %), human settlements (8.42%) and Industrial land(0.22%).

Table - 3.4 Land Use / Land Cover Details of Buffer Zone

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

1. Crop Land 11659.69 35.53

2. Fallow Land 10642.81 32.43

3. Human Settlement 2761.94 8.42

4. Industrial Area 71.68 0.22

5. Barren Land 1866.74 5.69

6. Open Scrub 1118.96 3.41

7. Plantation/ Vegetation 3729.35 11.36

8. Water Bodies 268.37 0.82

9. River 388.14 1.18

10. River Bed 312.21 0.95

Total 32819.89 100.00

Source: LU/LC Map for Buffer Zone





Figure - 3.2: Land Use / Land Cover Map of the Buffer Zone





3.3.2 Seismicity and Flood Hazard Zonation of the Area

3.3.2.1 Seismicity of the Area

Bureau of Indian Standards [IS-1893 (Part-1): 2002], has grouped the country into four seismic zones viz.

Zone-II, III, IV and V. Of these, Zone V is the most seismically active region, while zone II is the least. The

Modified Mercalli (MM) intensity scale, which measures the impact of the earthquakes on the surface of the

earth, broadly associated with various zones is as follows:

Table - 3.5 Seismic Zones in India

S. No.

Seismic Zone Risk Intensity on Modified Mercalli (MM) Scale

1. Zone - II Low Risk Zone VI & below

2. Zone - III Moderate Risk Zone VII

3. Zone - IV High Risk Zone VIII

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

Source: IMD & NIDM

Tehsil Pilibhit lies in Seismic Zone - IV (HighRisk Zone) [Based on the Vulnerability Atlas of India – 2nd

Edition, BMTPC] and NIDM Profile of Uttar Pradesh. The map showing Pilibhit District as Seismic Zone IV is

given below:

Source: NIDM profile of Uttar Pradesh

Figure 3.3: Seismic zones of India

3.3.2.2 Flood hazard zonation of the area

As per the “NDMA Profile” the plant site falls under “area is not liable to flood” but it is prone to flood as it is

surrounded by flood prone areas. Flood Hazard Zonation Map showing the plant site is given in Figure

below.

Plant site

(Seismic zone IV)





Source:NDMA Profile of Uttar Pradesh

Figure - 3.4: Flood hazard zonation map

Interpretation of drainage and flood scenario of the study area

The area is prone to flood as Pilibhit has experienced flood latest in 2016 due to release of 40,000 cusecs of

water from Kalagarh Dam. The drainage map witnesses Takia Distributary (~0.3 km in NW direction), Singhni

Nala (~0.4 km in East direction), Deoha River (~1.8 km in West direction), Sarda Canal (~3.2 km in ENE

direction), Narra Nadi (~5.8 km in SSE direction), Nakti Distributary (~5.8 km in WNW direction), Sara Nala

(~6.2 km in NNE direction), Khakra Nadi (~8.2 km in NNW direction), Bagha Nadi (~8.5 km in SSE direction)

and Naula Nala (~8.8 km in WNW direction) in the study area. So, the rivers and drainage pattern has to be

considered while designing disaster management plan. The company has to implement measures while

designing the plant layout so that the water logging does not occur.

Plant Site





Figure 3.5: Drainage map of the study area





3.3.3 Geological and hydro-geological features

Topographically the district can be divided in two distinct tracts. In the North and North West the tract is a

continuation of the Tarai belt. Though there are no hill the level surface is characterized by many troughs

and depressions making the beds of river and water courses which carry at the surface drainage. The low

basins, known as Khader (younger sediments) differ greatly in character from the upland sediments of

Bangers (older sediments) which marks the watershed. Otherwise the slope at the country from north to

south is more or less uniform.

The district Pilibhit is drained by the following rivers: Sarda, Chauka, Gomti, Khanaut, Deoha and few minor

swamps and depressions. Only two type of soils are found in this region namely, Tarai Soils and Younger

Alluvium Soils (Khader).

The district is underlain by quaternary alluvium comprising sand, clay, silt gravel and kankar in varying

proportions. The area falls under interfluves area of Ganga and Sarda which is a part of Indo-Gangetic plains.

Tarai belt occurs in the northern fringe of the districts comprising mainly sand pebbles beds interbeded with

clays. South of Tarai belt is underlain by the deposits of the older gengetic alluvium composed of fine to

medium grained sand and clay with kankar in varying proportions. Further south, lies the belt of younger

alluvium of recent age which occupies the lower grounds at thick sequence of clay, silt and sand with

occasional kankar. The general geological sequence over the district is given as below.

System Age Formation Lithology Quaternary Recent to upper Pleistocene Newer Alluvium Fine sand, silt clay admixed with gravel. Upper Pleistocene Older Alluvium Clay with kankar and sand of different grades.

The ground water occurs in the granular sediments within the zone of saturation under water table

conditions in the shallow aquifer and deeper aquifer below 50 mdepth occurs under semiconfined to

confined conditions.

Depth to water level

May, 2015 – 3.05 to 5.36 mbgl

November, 2015 – 2.42 to 5.52 mbgl

[Source: Ground water year book, 2015-16]

3.3.4 Climate and rainfall

The monsoon in the district sets in last week of June till middle of September. The district received maximum

rains from June to August. The maximum mean monthly atmospheric temperature 390C has been recorded

during the month of May and minimum (80C) in January. The temperature generally starts increasing from

February and reaches to maximum in May/June (highest temperature 440C). After June temperature

decreases and touches minimum in January. The mean percentage of relative humidity in the district varies

from 49 to 67%. Light to moderate south-westerly winds prevail in the winter and early summer period. At

the end of summer, easterly and northeasterly winds set in and continue throughout the monsoon period.

The mean wind velocity is 5.1 km/h and potential transpiration 402.8 mm has been recorded.

Table - 3.6 Rainfall data for last 5 years of district

S. No. Year Annual rainfall (mm) 1. 2014 484.2 2. 2015 519.9 3. 2016 568.3 4. 2017 465.2 5. 2018 773

Source: IMD (CRIS)





3.4 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.

The nearest IMD station to the plant site is located in Bareilly. The Meteorological data i.e. temperature,

relative humidity, rainfall, wind speed, and wind direction, recorded for Post Monsoon Season (October to

December, 2018) was obtained from this station to study meteorology of the study area.

It was observed that the dominant wind pattern for the study period was from West direction. Wind Rose

Diagram showing the wind pattern during the study period is shown in Figure below.

Summary of the micro-meteorology at site is given in table below.Detailed Hourly Meteorological Data has

been enclosed as Annexure 7with this EIA/ EMP Report.

Table - 3.7 Micro-meteorology at site

Month

Temperature (oC) Relative Humidity (%) Wind Speed (m / sec.) (Range) Min. Max. Min. Max.

October, 2018 15.4 35.6 14 76 0.1 to 5.1

November, 2018 10.1 32 22 59 0.1 to 4.6

December, 2018 3.2 26.6 23 79 0.1 to 5.0

Source: Meteorological Station at Site

3.4.1 Mixing Height

Mixing Height (MH) is the vertical extent through which the contaminant plume can be mixed. Forecasting of

mixing height is done with the aid of the vertical temperature profile. The MH is a function of stability. In

unstable air the MH is higher and in stable air the MH is lower. With a lower MH, there is a smaller volume of air

in which the pollutant can be dispersed, resulting in higher concentrations in the ambient environment. There is

a seasonal variation of MH. During summer daylight hours, MH can be few thousand feet whereas for winter it

can be a few hundred feet. It varies also in the course of a day. It is lowest at night and increases during the day.

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 to establish the worst

case scenario. Secondary information has been used to determine the mixing height over the study region for

the study period (October to December, 2018) and it varies from 70-1530 meters (IMD).

Table – 3.8

Mixing height for the plant site

Post Monsoon Season (October to December), 2018

Time (Hours) Mixing Height (m) Time (Hours) Mixing Height (m)

07:00 70 14:00 1285

08:00 125 15:00 1530

09:00 320 16:00 1460

10:00 450 17:00 1130

11:00 675 18:00 800

12:00 975 19:00 435

13:00 1200

Source: IMD publication, “Atlas of Hourly Mixing Height and Assimilative Capacity of Atmosphere in India”





Figure - 3.6: Wind Rose Diagram





3.5 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 plant 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 plant. Locations are selected on the basis of dominant wind direction and sensitive

places. The same is shown in tabular form and also in key plan given below.

Table - 3.9

Locations of Ambient Air Quality Monitoring Stations

S. No.

Monitoring Location Distance & Direction from Project site (Approx.)

Selection criterion

SA1 Plant site Core Zone Core zone

SA2 Village Mathu DandiGauntia

1.4 km in West direction Upwind of dominant wind direction

SA3 500 m from plant site ~0.5 km in East direction Falls in downwind ofdominant wind direction

SA4 Village Bhitaura Kalan ~5.5 km in East direction • Falls in downwind of dominant wind direction • Near to SH-26

SA5 Village Yakghara 3 km in North Eastdirection Falls in upwind of crosswind direction

SA6 Village Chinaura ~3.2 km in South West direction Falls in downwind of crosswind direction

SA7 Pilibhit City 5.5 km in North direction • Densely Populated • Near SH-26 & NH-74

SA8 Village Jangraulipul 0.5 km in WNW Nearest village

Source: SOI Toposheet





Figure - 3.7: Key Plan Showing Ambient Air Quality Monitoring Locations





3.5.1 Ambient Air Quality Monitoring Results

Table below shows the maximum and minimum concentration of the air pollutants monitored at different monitoring locations during the study period. All observations of

pollutants for each location are detailed in Ambient Air Quality Monitoring Tables enclosed as Annexure –8along with this report. Graph depicting ambient air quality

monitoring results along with minimum, maximum, average and NAAQS standard is given below.

Table - 3.10 Ambient Air Quality Monitoring Results

Sampling Location

Parameters

PM2.5 (µg/m3) PM10 (µg/m3) NO2 (µg/m3) SO2 (µg/m3) CO (mg/m3)

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

Plant site 47.8 39.7 88.2 76.4 26.9 17.8 15.2 9.0 0.97 0.63

Village Mathu Dandi Gauntia 48.7 39.0 71.9 60.9 18.7 13.6 11.3 6.4 BDL BDL

500 m from plant site 50.2 38.6 91.4 79.8 28.6 16.2 15.0 9.6 1.03 0.58

Village Bhitaura Kalan 45.3 38.7 85.8 69.2 22.0 15.4 13.2 7.3 0.78 0.57

Village Yakghara 40.6 30.1 74.5 65.3 19.8 14.0 11.5 6.8 BDL BDL

Village Chinaura 49.8 39.2 78.7 66.1 21.6 13.7 13.6 7.5 BDL BDL

Pilibhit City 52.3 40.6 94.3 80.4 35.3 23.3 18.0 11.2 1.55 0.79

Village Jangraulipul 43.6 34.4 81.2 67.0 20.3 14.2 10.3 5.9 BDL BDL

NAAQS* 60 100 80 80 4 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, Detection Limit of VOC = 1 µg/m3





Figure - 3.8 (A): Graph Showing PM10 Concentrations at different monitoring stations

Figure - 3.8 (B): Graph ShowingPM2.5 Concentrations atdifferent monitoring stations

88.2

71.9

91.485.8

74.578.7

94.3

81.276.4

60.9

79.8

69.265.3 66.1

80.4

67

0

20

40

60

80

100

120

Plant site Village MathuDandi Gauntia

500 m from plantsite

Village BhitauraKalan

Village Yakghara Village Chinaura Pilibhit City VillageJangraulipul

PM10

(µg/

m3 )

Sampling Locations

Max. Min. NAAQS





Figure - 3.8 (C): Graph showingNO2Concentrations atdifferent monitoring stations

Figure - 3.8 (D): Graph showingSO2 Concentrationsatdifferent monitoring stations

26.9

18.7

28.6

2219.8 21.6

35.3

20.317.8

13.616.2 15.4 14 13.7

23.3

14.2

0

10

20

30

40

50

60

70

80

90

Plant site Village MathuDandi Gauntia

500 m from plantsite

Village BhitauraKalan

Village Yakghara Village Chinaura Pilibhit City VillageJangraulipul

NO

2(µ

g/m

3 )

Sampling Locations

Max. Min. NAAQS





Conclusion

Ambient Air Quality Monitoring reveals that the concentrations of PM2.5 and PM10for all the 8 AAQM stations

were found between30.1 to 52.3 µg/m3 and 60.9 to 94.3 µg/m3 respectively. The concentrations of NOxand

SO2were found to be in range of 13.6 to 35.3µg/m3 and 5.9 to 18.0 µg/m3 respectively. Maximum values are

found in Pilibhit city as being a city, it comprises of a mixture of residential and commercial area. Moreover,

it is the densely populated area and it is a block in study area where all the basic amenities are available and

it is a developed area so vehicular traffic is also found at high levels.

The resultant concentration of the pollutants is well within the prescribed limits of NAAQS.

3.6 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.

Sampling Locations

Locations / stations selected for noise level monitoring are given in table and figure below. The results are

given further based on monitoring results.

Table- 3.11

Locations of Noise Monitoring Stations

S.No. Monitoring Location Distance & Direction from Plant site

SN1 Plant Site corner 1 NW Corner

SN2 Plant Site corner 2 NE Corner

SN3 Plant Site corner 3 SE Corner

SN4 Plant Site corner 4 SW Corner

SN5 Village Jangraulipul ~ 0.5 km in WNW

SN6 Village Mathu Dandi Gauntia ~1.4 km in West

SN7 VillageNawadiaSharifganj ~2.0 km in WSW

SN8 Village Khajurha ~2.4 km in NNE






Figure - 3.9: Key Plan Showing Noise Quality Monitoring Locations





3.6.1 Ambient Noise Level Monitoring Results

Ambient noise levels monitoring results monitored at different locations are given below along with

prescribed standards.

Table - 3.12

Ambient Noise Level Monitoring Results

Locations Day Time (06:00 AM to 10:00 PM)

Prescribed CPCB standards

Night Time (10:00 PM to 06:00 AM)

Prescribed CPCB standards

Leq Day time Leq Night time

Plant Site (NE Corner) 65.6 75 58.4 70

Plant Site (SW Corner) 68.1 75 57.3 70

Plant Site (SE Corner) 60.5 75 53.2 70

Plant Site (NW Corner) 62.3 75 51.6 70

Village Jangraulipul 52.1 55 43.2 45

Village Mathu Dandi Gauntia

53.8 55 44.0 45

Village NawadiaSharifganj

53.0 55 43.7 45

Village Khajurha 54.2 55 44.2 45

Source: Ambient Noise Quality Monitoring

Conclusion

Ambient noise levels were measured at 8 locations within the 10 km radius area from the Plant site. Noise

levels vary from 52.1to 68.1Leq dB (A) during day time and 43.2 to 58.4 Leq dB(A) during night time. From

the above study, it can be concluded that the resultant noise levels in the study area are within the limits as

prescribed by the Noise Pollution (Regulation and Control) Rules, 2000.

3.7 WATER ENVIRONMENT

Most water resources are being influenced by human activities. Among these, industrial activities are the

major pressure on water environment. The growing population and industrial demands for development and

welfare or improvement further increases the pressure on these resources. As a result, water resources are

getting contaminated and making the adverse impact on aquatic life. Ensuring a sustained use and avoiding

closure of development options requires in depth knowledge of physical, chemical and biological responses

to human interference and robust prediction tools for the evaluation and optimization of proposed

development and abatement schemes.

Physical, chemical and biological factors influencing water quality are so interrelated that a change in any

water quality parameter may trigger other changes in a complete network of interrelated variables. Selected

water quality parameters for surface and ground water resources along with biological indicators within

study region have been used for water environment and assessing the impact on it by expansion project.

As a significant part of predefined framework of the present study water samples were collected from

selected locations. The Reconnaissance survey was undertaken and monitoring locations were finalized

based on:

Presence, Location and uses of major water bodies in the region

Type and Location of Industrial/residential areas, their intake and effluent disposal locations

Likely area that can represent baseline conditions

The water resources in the study area were divided into two categories for getting ideal upshot of baseline

status of water quality of the region. These two major categories as determined are:





Surface water resources including streams, nalas, ponds, river, canals, estuary

Ground Water resources (tube well, open well, springs etc.)

3.7.1 Surface Water

Following surface water bodies are present within 10 km radius of the project site:

Table- 3.13

Locations of surface water sampling stations

S.No. Location Distance and direction from plant site (approx.)

Status during study period

1. SinghniNala ~0.4 km in East direction Found Dry

2. Takia Distributary ~0.5 km in NW direction Found Dry

3. Deoha River ~1.8 km in West direction Sample collected

4. Sarda Canal ~3.5 km in ENE direction Sample collected

5. NarraNadi ~5.5 km in SSE direction Found Dry

6. Nakti Distributary ~5.5 km in WNW direction Found Dry

7. Sara Nala ~6.2 km in NNE direction Sample collected

8. KhakraNadi ~8.5 km in NNW direction Sample collected

9. BaghaNadi ~8.5 km in SSE direction Sample collected

10. NaulaNala ~8.5 km in WSW direction Found Dry

Surface water samples were collected from only five sites i.e. Deoha River, Khakra Nadi, Bagha Nadi, Sara

Nala and Sarda Canal. There are many water bodies in the vicinity of plant site but all others are seasonal

and were found dry during study period. Location details are shown on key plan and results are given below.





Figure - 3.10: Key Plan showing Surface Water Sampling Locations





Table - 3.14

Surface Water Analysis

S. No. Parameters Unit Deoha River KhakraNadi BaghaNadi Sarda Canal Sara Nala

1 pH (at 25°C) -- 7.89 7.53 7.85 7.32 8.03

2 Colour Hazen Unit BDL (DL 5) BDL (DL 5) BDL (DL 5) BDL (DL 5) BDL (DL 5)

3 Turbidity NTU 7.0 9.0 11.0 2.0 16.0

4 Odour -- Agreeable Agreeable Agreeable Agreeable Agreeable

5 Total Hardness as CaCO3 mg/l 224.40 290.70 234.60 147.90 589.50

6 Calcium as Ca mg/l 61.32 81.76 47.01 30.66 145.29

7 Alkalinity as CaCO3 mg/l 239.65 242.0 216.0 135.5 526.5

8 Chloride as Cl mg/l 14.25 72.20 19.50 13.30 93.50

9 Magnesium as Mg mg/l 17.35 21.07 28.51 17.35 55.16

10 Total Dissolved Solids mg/l 275.00 389.00 268.00 191.00 702.00

11 Sulphate as SO4 mg/l 11.14 29.54 15.21 17.87 39.87

12 Fluoride as F mg/l 0.23 0.26 0.45 0.26 1.48

13 Nitrate as NO3 mg/l 0.89 1.23 0.96 1.85 3.84

14 Iron as Fe mg/l 0.18 0.19 0.23 0.15 0.33

15 Total Suspended Solid mg/l 10.00 14.00 16.00 2.00 23.00

16 Biochemical oxygen demand

mg/l 2.40 5.50 4.80 8.20 16.20

17 Chemical oxygen demand mg/l 8.98 19.04 16.32 36.87 70.56

18 Sodium as Na mg/l 3.10 12.80 3.60 4.50 12.80

19 Potassium as K mg/l 1.40 2.40 1.80 1.90 5.70

20 Conductivity µs/cm 412.00 563.00 402.00 276.00 1074.00

21 Dissolve Oxygen mg/l 7.8 6.8 7.4 6.0 4.6

Source: Surface water analysis report. By JMEPL Lab

BDL- Below Detectable Limit, DL- Detection Level

Parameters found below detection limit range: Color, Residual free Chlorine, Aluminium, Boron, Phenolic

Compounds, Anionic Detergents, Hexa Chromium, Zinc, Copper, Manganese, Lead, Selenium, Arsenic,

Mercury, Phosphate, Nickel.

Interpretation

On basis of value of B.O.D, C.O.D., D.O. and pH, the surface water can be categorized in following:

pH ranges from 7.32 to 8.03

BOD ranges from 2.4 to 16.2 mg/l

COD ranges from 8.98 to 70.56 mg/l

DO ranges from 4.6 to 7.8 mg/l

Conclusion: The cumulative class falling is Category E. The surface water can be used for Irrigation, industrial

cooling, and controlled disposal. Water collected from Deoha River is the least polluted and falls in category

A. (can be used for Drinking water source without conventional treatment but with chlorination).

3.7.2 Ground Water

The sources of potable water are the tube-wells, dug-wells, hand pumps, pipeline for domestic purpose in

the area. Details of ground water sampling locations and their distance and directions are given in table and

figure below.





Table - 3.15 Locations of ground water sampling stations

S. No.

Sampling Station Distance & direction from plant site

Utilization

1. Plant site (Borewell 1) Core Zone Industrial activities

2. Plant site (near spent wash storage lagoon area) Core Zone Industrial activities

3. Village Mathu DandiGaunita ~1.4 km in West Domesticactivities

4. Village Alakthan ~1.5 km in South East Domestic activities

5. Village Jiraunian ~1.5 km in SW Domestic activities

6. Village Yakghara ~2.9 km in NE Domestic activities

7. Pilibhit City ~5.5km in North Domestic activities

8. Village Pauta Kalan ~3.5 km in South Domestic activities






Figure - 3.11: Key Plan showing Ground Water Sampling Locations





Table - 3.16 Ground Water Analysis

S. No.

Parameters Unit Plant Site (Borewell

No.1)

Plant Site (Borewell

No.2)

Village- Mathu Dandi

Village- Alakthan

Village- Jiraunia

Village- Yakghara

Pilibhit City

Village Pauta Kalan

Specification as per IS 10500- 2012

Requirement (Acceptable

Limit)

Permissible Limit (Max.)

1. pH (at 25°C) - 7.57 7.59 7.76 7.60 7.89 7.76 7.83 7.92 6.5-8.5 No Relaxation 2. Colour Hazen

Unit BDL (DL 5

Hazen) BDL (DL 5

Hazen) BDL (DL 5

Hazen) BDL (DL 5

Hazen) BDL (DL 5

Hazen) BDL (DL 5

Hazen) BDL (DL 5

Hazen) BDL (DL 5

Hazen) 5 15

3. Turbidity NTU BDL (DL 1.0 NTU)

BDL (DL 1.0 NTU)

BDL (DL 1.0 NTU)

BDL (DL 1.0 NTU)

BDL (DL 1.0 NTU)

BDL (DL 1.0 NTU)

BDL (DL 1.0 NTU)

BDL (DL 1.0 NTU)

1 5

4. Odour - Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable 5. Taste - Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable 6. Total Hardness as

CaCO3 mg/l 163.20 178.50 276.1 204.00 288.70 209.10 214.20 224.40 200 600

7. Calcium as Ca mg/l 34.75 32.71 66.79 40.88 72.71 42.93 40.88 44.97 75 200 8. Alkalinity as CaCO3 mg/l 206.50 211.00 292.00 196.50 302.50 243.50 226.50 236.00 200 600 9. Chloride as Cl mg/l 7.60 12.32 18.55 19.86 26.87 12.35 32.45 27.60 250 1000 10. Magnesium as Mg mg/l 18.59 23.54 26.60 24.79 26.07 24.78 27.27 27.26 30 100 11. Total Dissolved

Solids mg/l

221.00 236.00 319.00 237.00 357.00 276.00 282.00 276.00 500 2000

12. Sulphate as SO4 9.87 12.34 7.89 6.54 16.54 17.02 8.65 10.35 200 400 13. Fluoride as F mg/l 0.46 0.36 0.38 0.23 0.79 0.73 0.58 0.61 1.0 1.5 14. Nitrate as NO3-N 1.23 0.89 2.35 1.07 0.76 0.65 1.57 2.08 45 No Relaxation 15. Iron as Fe mg/l 0.13 0.32 0.04 0.03 0.09 0.10 0.15 0.37 1.0 No Relaxation 16. Sodium as Na mg/l 4.40 5.10 3.50 1.80 2.60 4.60 5.80 2.80 -- -- 17. Potassium as K mg/l 1.30 1.20 1.60 1.10 1.15 1.50 1.40 1.10 -- -- 18. Conductivity µs/cm 332.00 356.00 467.00 362.00 540.00 413.00 416.00 402.00 -- --

Source: Water Analysis Report by JMEPL LabBDL- Below Detectable Limit, DL- Detection Level

Parameters found below detection limit range: Colour, Turbidity, Cyanide, Aluminium, Boron, Phenolic Compounds, Anionic Detergents, Hexa Chromium, Chromium, Zinc, Copper,

Manganese, Cadmium, Mercury, Arsenic, Lead, Total Suspended Solid, Nickel, Phosphate.





3.7.2.1 Interpretation of ground water analysis

A review of the above-mentioned chemical analysis of ground water samples reveals that there a variation in

chemical composition of water samples from nearby villages.

Analysis results of ground water reveal the following: -

pH varies from 7.57 to 7.92.

Total hardness varies from 163.2to 288.7mg/l

Total dissolved solids vary from 221to 357 mg/l.

Chloride varies from 7.6 to 32.45 mg/l.

Fluoride varies from 0.23 to 0.79 mg/l.

All the parameters were found within the range as per drinking water standards IS - 10500:2012 hence, the

ground water of the study area is potable.

3.8 Soil Environment

The sampling locations were finalized with the following considerations:

To enable information on baseline characteristics and,

To determine the impact of Plant activities on soil characteristics after installation of distillery unit.

Locations are sown in tabular form and on key plan also. The results are provided on table given further.

Table - 3.17

Locations of Soil Sampling Stations

S. No.

Sampling Station Distance & direction from Project site

Utilization

1. Plant site - Industrial

2. Plant site - near Lagoon area

3. Village Aliapur ~2 km in SSE Agricultural

4. Village Pauta Kalan ~3.5 km in South Human Settlement

5. Village Jiraunia ~1.5 km in SW Barren land

6. Near Plant Site ~0.5 km in SSE Vegetation/Plantation area

7. Deoha River ~1.8 km in West Catchment area

Source: Toposheet Map





Figure - 3.12: Key Plan showing Soil Sampling Location





Table - 3.18

Soil analysis

S. No.

Parameters Unit Sampling Locations Plant Site (Industrial

Land)

Plant Site (Near Lagoon

Area)

Village- Aliapur

(Agricultural soil)

Village- Pauta Kalan (Settlement)

Village- Jiraunia (Barren land)

Near Plant Site (Plantation

Land)

Deoha River (Catchment

Area)

1. pH (at 25°C) (1:2.5 soil water sus.) - 7.44 7.46 8.09 7.29 7.76 7.67 7.53

2. Conductivity (1:2 soil water sus) mS/cm 0.27 0.65 0.21 0.29 0.31 0.19 0.23 3. Soil Texture - Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam Silt Loam 4. Colour -

Blackish Blackish Brown Blackish Brown

Brownish Black

Blackish Brown Blackish Brown Brownish Black

5. Water holding capacity % 45.71 40.31 39.73 45.63 45.26 48.32 40.21 6. Bulk density gm/cc 1.31 1.30 1.29 1.33 1.32 1.28 1.36

7. Chloride mg/kg 281.83 627.68 323.49 317.21 351.44 213.11 306.98 8. Calcium mg/kg 889.25 1074.23 1144.33 827.24 708.42 891 1055.71 9. Sodium mg/kg 85.26 114.73 67.85 53.51 60.33 49.74 54.99 10. Potassium kg/hec 193.79 284.50 129.43 105.34 92.61 62.22 114.20

11. Organic matter % 0.63 0.73 0.65 0.77 0.87 0.68 0.76 12. Magnesium as Mg mg/kg 297.3 384 505.32 598.21 183.05 17.13 213.31 13. Available Nitrogen as N kg/hec 136.59 168.68 189.30 167.92 192.47 175.25 186.95

14. Available Phosphorus kg/hec 37.47 41.77 40.02 49.49 32.91 34.39 35.98 15. Zinc as Zn mg/kg 42.80 44.81 22.49 37.88 38.84 51.75 30.89 16. Manganese as Mn mg/kg 238.10 314.15 181.82 158.03 216.53 196.62 214.75 17. Lead as Pb mg/kg 28.34 28.54 17.85 22.18 25.64 32.56 44.13

18. Copper as Cu mg/kg 10.70 11.65 5.26 6.97 20.39 8.17 9.32 19. Cadium as Cd BDL (Dl-5.0) BDL (Dl-5.0) BDL (Dl-5.0) BDL (Dl-5.0) BDL (Dl-5.0) BDL (Dl-5.0) BDL (Dl-5.0) 20. Chromium as Cr mg/kg BDL (Dl-5.0) 5.23 BDL (Dl-5.0) BDL (Dl-5.0) 6.02 5.98 BDL (Dl-5.0) 21. Organic Carbon % 0.37 0.42 0.38 0.45 0.50 0.39 0.44

22. SAR Value - 0.63 0.77 0.42 0.35 0.52 0.45 0.40 Source: Soil Analysis Report by JMEPL Lab





Table - 3.19

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

Source: Indian Agricultural Research Institute Handbook





3.8.1 Interpretation of soil analysis

Samples collected from identified locations indicate pH value ranging from 7.29 to 8.09 which shows that the

soil is slightly neutral to moderately alkaline in nature. Soil texture is silt loam in all the villages. Organic

Matter ranges from 0.63 to 0.87 % in the soil samples. Total nitrogen ranges from 136.59 to 192.47kg/ha,

indicates that nitrogen is in good quantity in this soil, Phosphorous is present in the range of 32.91to 49.49

kg/ha which is in medium amount, whereas the potassium is found to be ranging from 62.22 to 284.5 Kg/ha

which is in a less to average range amount.

3.9 BIOLOGICAL ENVIRONMENT

3.9.1 Introduction

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 under taking appropriate action to mitigate the impact, if required.

The biological study was under taken 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 survey was conducted to study floral and faunal diversity of the terrestrial and aquatic

environment of the study area within the 10 km radius of the plant site.

Some of the information was collected 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 agriculture crop plants was done and all the available information was

recorded. Night survey was also conducted with the help of spotlight to record nocturnal animals, birds and

reptiles.

3.9.2 Cropping pattern of the area:

District Pilibhit is located in the terai region of Western Uttar Pradesh. Total irrigated area is 2.25 lakh

hectares which show that 96% area is irrigated. 2.19, 1.90 & 0.19850 lakh ha area is under Kharif, Rabi & Zaid

crop, respectively. Cropping intensity of the district is 182%, therefore, there is a great scope to increase the

cropping intensity in the district. The main activity of the district is Agriculture. Wheat, Rice & sugar cane are

the major crops of the district. Mainly five farming system are existing in district i.e. Agriculture-sugarcane-

Horticulture; Agriculture-sugarcane-Animal husbandry; Agriculture-Animal husbandry-Sericulture;

Agriculture-sugarcane-Animal husbandry-Horticulture & agriculture alone. Cropping pattern in Pilibhit

district is as follows:

Kharif crops Name Rabi Crops Name Rice Wheat

Sesame Sugarcane Black gram Mustard

- Lentil Horticulture Crops-Fruits Name Horticulture Crops-Vegetables Name

Mango Potato Muskmelon Pea

Plantation Crops Name Fodder Crops Name Poplar Sorghum

Eucalyptus Pearl Millet - Berseem

Source: 1. CRIDA; 2. Krishi Vigyan Kendra Pilibhit district profile





3.9.3 Ecological sensitive area

No National Park, Wildlife Sanctuary, Biosphere Reserve, Protected Forest exists within 10 km radius of the

plant site.

3.9.4 Flora and fauna

The climate is generally hot and dry sub- humid. The common tree and shrub species found in the study area

are Azadirachta indica (Neem), Syzygium cumini (Jamun), Terminalia arjuna (Arjun), Mangifera indica

(Mango), Calotropis procera (Aak), Dendro calamus strietus (Bans), etc. No Schedule- I fauna as per (IWPA)

Indian Wildlife Protection Act, 1972 was recorded in the study area during field survey.

3.9.5 Interpretation of Flora and fauna study

No Schedule I species was found in the core as well as buffer zone. No endangered or endemic species (as

notified in IUCN Red Data Book) are located within the study area. No migratory birds breed in the study

area. No Tiger Reserve/ Elephant Corridor/ Turtle breeding place is located within 10 km radius of the study

area.

The present baseline floristic study has been carried out to inventories floral composition in the study area.

Sampling stations were selected from plant site and buffer zone of 10 km radial area around the core zone

for carrying out vegetation surveys and an inventory of various floral species. In order to understand the

composition of the vegetation, most of the plant species were identified in the field itself whereas the

species that could not be identified a specimen was collected along with their photographs for identification

later with the help of available published literature and floras of the region. The inventory of flora and fauna

is attached as Annexure9.

Conclusion

The study area has no protected forest or national park or sanctuaries. Therefore, the biodiversity is medium

in the study area due to dominance of anthropogenic activity in the study area. No Schedule 1 wild life

species or rare and endangered species have been recorded from the study area.

3.10 SOCIO-ECONOMIC ENVIRONMENT

In order to assess and evaluate the likely impacts arising out of expansion project in socioeconomic

environment, it is necessary to gauge the status of the people in the surrounding areas. Socio-economic

survey serves as an effective tool for processing this requirement.

The Socio Economic environment includes demography structure, population density, literacy level, and

employment levels. The data establish a baseline for the prediction of likely impacts of the proposed

expansion activity on the socio economic environment. Secondary information pertaining to the study area

villages was collected from government agencies, census data for the year 2011, and statistical abstracts to

compile the socio economic data.

The study area (buffer zone) was categorized on the basis of the distance of the villages from plant site. The

Primary zone relates to 0 to 3 km radius area, secondary zone 3-7 km and outer zone 7-10 km radius area.

The demography of study area is given below:

3.10.1 Background Information of the district

Pilibhit, is a district of Uttar Pradesh is the north-eastern most district of the Rohilkhand Division which is

situated in the Sub-Himalaya belt on the boundary of Nepal. It lies between the 28°6′ and 28°53′ north

latitude and the meridians of 79°57' and 80°27' east longitude. The district has a population density of 551





inhabitants per square kilometre. Its population growth rate over the decade 2001-2011 was 23.45%. Pilibhit

has a sex ratio of 895 females for every 1000 males and a literacy rate of 61.5%.Agriculture is the main source

of income in Pilibhit with wheat, rice and sugarcane being the main crops.

(Source: Census 2011)

3.10.2 Study Area

Study area (buffer zone) is the area within 10 km radius of the plant site. It covers 167 villages of 10 km

radius study area which falls in tehsil Pilibhit and district Pilibhit (Uttar Pradesh).

3.10.3 Comparative demography of State, District and Study area

The socio-economic parameters i.e. population growth, density, literacy etc. are important in determining the

impact of the expansion activity directly or indirectly on the human population of the study area. The

cumulative table showing the demography statistics of the state, district and study area is given below.

S. No. Particular Uttar Pradesh Pilibhit Study area 1. Area (sq. Km.) 243,286 km² 3686 km² 314 km² 2. No. of households 33448035 362573 52135 3. Population 199812341 20,31,007 293991 4. Sex ratio 912 895 889 5. Schedule caste 41357608 3,33,558 54774 6. Schedule tribe 1134273 1,714 101 7. Literacy rate (%) 67.68 61.5 65.06 8. Male literacy (%) 77.2 71.7 76.64 9. Female literacy (%) 57.2 50.0 51.98 10. Working population (%) 32.9 30.5 31.61 11. Non-working population (%) 67.1 69.5 68.39

3.10.4 Description of study area

1. Population composition of study area

Population is shown in below graph zone wise. Male and female count is almost near to each other as shown

in below graph.

Zone wise population of study area

Male and female percentage in the study area

Population composition of study area

2. Vulnerable groups in the study area

There are particular groups who, for various reasons, are weak and vulnerable or have traditionally been

victims of violations and consequently require special protection for the equal and effective enjoyment of

their human rights. Such groups fall into reserve category and the Company has to take special measures to

uplift the social strata. In this section special provisions should be made for them.

0

20000

40000

60000

80000

100000

120000

140000

160000

Primary zone(0-3 km)

Secondary zone (3-7 km)

Outer zone(7-10 km)

37420

113656

142915

Zone wise population of study area

52.81%

47.19%

Male and Female percentage in study area

Male Female





In the overview of villages, schedule caste (S.C.) population is 54774 and schedule tribe (ST) population is

101.

Demography of vulnerable groups (Census, 2011)

Zone Total Population Total SC Population Total ST Population Other population

Primary zone(0-3 Kms) 37420 6784 3 30633

Secondary zone(3-7 Kms) 113656 18829 18 94809

Outer zone (7-10 Kms) 142915 29161 80 113674

Grand Total 293991 54774 101 239116

Vulnerable groups in study area

3. Literacy Rate in the study area

Literacy is traditionally understood as the ability to read, write, and use arithmetic. The modern term's

meaning has been expanded to include the ability to use language, numbers, images, computers, and other

basic means to understand, communicate, gain useful knowledge and use the dominant symbol systems of a

culture. Literacy denotes progress of a nation as a whole. The “multiplier effect” of literacy empowers people,

enables them to participate fully in society and contributes to improve livelihoods. Literacy is also a driver for

sustainable development in that it enables greater participation in the labor market; improved child and

family health and nutrition; reduces poverty and expands life opportunities.

Cumulative literacy shows an average of 65.06% as per Census 2011. The male literacy rate works out to be

76.64% whereas the female literacy rate, which is an important indicator for social change, is observed to be

51.98% in the study area.

0

20000

40000

60000

80000

100000

120000

Total SC Population Total ST Population Other population

67843

3063318829

18

94809

29161

80

113674

Vulnerable groups of study area

Primary zone (0-3km) Secondary zone (3-7km) Outer zone (7-10km)





Literacy rate of study area in percentage

4. Work participation ratio in the study area

The economy of an area is defined by the occupational pattern and income level of the people in the area.

The occupational structure of residents in the study area is studied with reference to work category. The

population is divided occupation wise into three categories, viz., main workers, marginal workers and non-

workers. The workers include cultivators, agricultural laborers, those engaged in household industry and

other services. While the marginal workers are those workers engaged in some work for a period of less than

180 days during the reference year. The non-workers include those engaged in unpaid household duties,

students, retired persons, dependents, beggars, vagrants etc. besides institutional inmates or all other non-

workers who do not fall under the above categories.

The study area has less working population according to Census 2011. The working population is 92924 out

of total population of 293991 and non-working population is 201067. The working and non-working

population has no balance and the status of the area needs to be improved on account of economy progress

of the nation.

Economy (Census, 2011)

Zones Total

population Total Working

population Total Main

Workers Total marginal

Workers Total Non-

Workers

Primary zone(0-3 Kms) 37420 12154 8438 3716 25266

Secondary zone(3-7 Kms) 113656 34438 24771 9667 79218

Outer zone (7-10 Kms) 142915 46332 35559 10773 96583

Grand Total 293991 92924 68768 24156 201067

Work force of study area

0.0

20.0

40.0

60.0

80.0

Primary zone (0-

3km)

Secondary zone (3-

7km)

Outer zone (7-10km)

Literacy Rate 64.8 64.7 65.7

Male Literacy Rate 76.8 76.2 76.9

Female Literacy Rate 51.0 51.7 53.2

Literacy Rates of Study Area(%)

Literacy Rate Male Literacy Rate Female Literacy Rate

31.61

68.39

Work force of study area(%)

Working population Non working population





Table 3.20 Detailed demographic profile of the study area

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Primary Zone(0-3km)

RoopPurKamalu 486 2655 1412 1243 880 632 0 70.86 82.76 57.36 686 655 31 1969 Guteha 234 1450 786 664 845 192 0 62.45 77.01 45.14 345 239 106 1105 NavadiaDahla 195 1108 578 530 917 258 0 65.87 81.58 49.14 445 275 170 663 Vedkhera 137 629 354 275 777 42 0 63.78 77.46 45.54 184 160 24 445

Sandia 83 486 265 221 834 110 0 71.80 79.04 63.21 147 145 2 339 Itauria T. AjitpurBilha 20 99 51 48 941 0 0 56.04 57.78 54.35 25 25 0 74 MudiaRamkishan 181 900 492 408 829 94 0 78.84 90.47 64.36 339 175 164 561 Vasthana 384 2175 1176 999 849 385 0 70.69 85.94 52.57 910 506 404 1265

Khajuria 142 911 486 425 874 326 1 60.72 70.60 49.58 237 176 61 674 Pratap Pur 202 1149 604 545 902 163 0 67.35 81.58 51.93 240 224 16 909 Alakthan 352 1998 1025 973 949 239 0 56.65 73.14 38.81 601 319 282 1397 Laukha 344 1919 985 934 948 249 0 65.06 80.78 48.29 681 436 245 1238

Suktia 224 1417 767 650 847 263 0 49.51 57.73 39.96 439 227 212 978 Aliapur 306 1810 950 860 905 322 0 65.33 82.65 45.90 434 394 40 1376 Jiraunia 596 3110 1656 1454 878 990 0 67.03 79.40 52.55 1413 876 537 1697 Bhaisaha 107 629 342 287 839 91 1 72.97 76.41 69.06 232 231 1 397

SathrapurMustqil 111 616 324 292 901 23 0 71.64 87.50 53.82 200 187 13 416 NavadiaSharifganjMustqil 88 557 297 260 875 14 0 68.45 82.73 52.07 134 134 0 423 Mathu Dandi Mustqil 167 900 491 409 833 430 0 65.41 79.85 47.43 428 221 207 472 Sharifganj 149 785 414 371 896 72 0 73.33 88.89 55.56 321 309 12 464

JangrauliPul 450 2564 1368 1196 874 1004 0 53.90 65.47 40.76 739 459 280 1825 Pauta Kalan 1102 7075 3744 3331 890 56 0 55.13 64.20 44.90 2059 1569 490 5016 Khajuria 142 911 486 425 874 326 1 60.72 70.60 49.58 237 176 61 674 Mundia J. PirriaDulai 21 83 44 39 886 0 0 60.29 69.70 51.43 22 21 1 61





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BambhauriBeldaran 305 1484 768 716 932 503 0 65.33 77.19 52.46 656 299 357 828 Subtotal 6528 37420 19865 17555 879.1 6784 3 64.77 76.82 51.03 12154 8438 3716 25266

Secondary Zone(3-7km) PakriyaNaugwanMustqil (CT) 3371 17472 9185 8287 902 2021 1 55.43 62.71 47.40 4975 3570 1405 12497

Chidaiyadeh 960 5554 2890 2664 922 738 15 56.30 65.73 46.38 1688 1144 544 3866 Gauhania 403 2195 1103 1092 990 331 2 63.33 72.66 54.02 572 449 123 1623 Ludh Pura 100 568 299 269 900 107 0 53.75 64.48 41.18 204 204 0 364 RoopPur Kripa 615 3301 1733 1568 905 373 0 59.96 70.77 47.90 1054 518 536 2247

Guteha 234 1450 786 664 845 192 0 62.45 77.01 45.14 345 239 106 1105 Pipra Bale 268 1459 776 683 880 523 0 53.54 64.71 40.51 443 395 48 1016 PipraBhagu 227 1049 553 496 897 421 0 56.04 68.70 41.92 359 65 294 690 Muradpur 320 1727 939 788 839 255 0 66.07 73.68 57.14 476 239 237 1251

Santoshpura 250 1344 691 653 945 267 0 70.23 81.91 58.08 456 334 122 888 Takia 115 564 303 261 861 215 0 61.67 72.20 49.77 179 135 44 385 Gaibojh 195 1089 566 523 924 4 0 79.74 83.33 75.79 314 149 165 775 Bhilaiya Gaon Khera 239 1310 703 607 863 633 0 63.98 74.92 51.78 434 322 112 876

NavdiaGheesi 107 652 334 318 952 141 0 51.21 64.58 37.59 151 151 0 501 Kainch 232 1208 619 589 952 333 0 59.90 79.17 39.84 635 284 351 573 MaanpurHatua 203 1170 608 562 924 49 0 59.78 73.11 45.40 410 311 99 760

Khag 391 2053 1086 967 890 759 0 71.18 84.27 56.92 548 490 58 1505 BanjariaJamunia 161 858 452 406 898 0 0 63.09 77.81 46.65 261 166 95 597 Sarai Sundarpur 350 1865 983 882 897 1052 0 68.23679 80.43478261 54.64334 752 348 404 1113 Bahadurganj 161 837 461 376 816 256 0 62.22 74.68 47.04 273 138 135 564

Bithaura Kalan 992 5066 2679 2387 891 494 0 53.42 67.28 37.64 1748 1130 618 3318 NavadiaKuraiya 145 801 415 386 930 62 0 67.05 85.27 48.72 192 164 28 609 Narayan Dher 216 1363 723 640 885 101 0 51.20 64.50 36.11 475 265 210 888 NawadaKhushali 111 684 373 311 834 226 0 75.56 85.71 63.94 212 178 34 472





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Kuthia Rate 173 985 514 471 916 128 0 63.18 76.10 49.25 268 230 38 717 Kallia 150 895 445 450 1011 0 0 74.26 92.16 56.65 273 132 141 622 Keshopur 113 636 336 300 893 145 0 84.52 94.12 73.85 180 166 14 456 KhajuriaPanchpera 360 2007 1070 937 876 100 0 71.22 83.98 56.67 996 739 257 1011

Khamaraia J. Jagatpur 10 57 31 26 839 0 0 67.27 63.33 72.00 13 12 1 44 KharuwaMustqil 355 2021 1084 937 864 109 0 72.70 83.90 59.93 537 481 56 1484 Kauhara 41 186 107 79 738 0 0 81.93 85.87 77.03 58 56 2 128 Maqtul 282 1522 781 741 949 174 0 61.76 76.00 46.86 473 254 219 1049

Meerpur 242 1453 774 679 877 82 0 58.90 70.66 45.07 402 277 125 1051 Mangadpur 207 1008 500 508 1016 299 0 66.12 77.09 55.37 315 193 122 693 MadhuwaNagriMustqil 61 353 188 165 878 66 0 54.07 62.73 44.52 119 69 50 234 Raipur 348 1897 1072 825 770 191 0 56.88 68.98 41.44 474 399 75 1423

Rampura UjhainiaMustqil 174 967 513 454 885 153 0 77.03 86.97 65.73 259 232 27 708 Amkhiriya 204 1332 669 663 991 34 0 64.62 75.43 53.77 333 267 66 999 AmarganjMustqil 215 1250 652 598 917 14 0 57.90 68.24 46.64 398 374 24 852 ArsiaBojh 316 1694 906 788 870 115 0 60.70 73.28 45.76 562 433 129 1132

Bhura 588 3044 1583 1461 923 651 0 54.26 63.69 43.98 810 571 239 2234 Birampur 14 76 39 37 949 0 0 87.50 91.67 83.33 23 23 0 53 BhagvantpurBajhera 430 2212 1174 1038 884 2202 0 55.93 70.61 39.72 844 533 311 1368

Jar Kalliya 390 2508 1344 1164 866 303 0 77.79 90.97 62.72 714 577 137 1794 PurwaBhoodaMustqil 188 988 507 481 949 110 0 61.16 74.94 46.23 285 285 0 703 Prithipur 169 1139 620 519 837 46 0 65.78 78.48 50.96 323 244 79 816 Pauta Kalan 1102 7075 3744 3331 890 56 0 55.13 64.20 44.90 2059 1569 490 5016

SukatiaJaskaranpur 205 1243 667 576 864 50 0 62.64 74.91 48.13 348 175 173 895 Simraya T. Ghungchihai 165 844 472 372 788 637 0 65.25 79.09 47.59 251 241 10 593 Sakatpur 107 606 318 288 906 46 0 64.79 74.62 53.65 163 68 95 443 SaijnaMustqil 471 2679 1416 1263 892 436 0 64.60 80.12 47.31 735 670 65 1944





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Gazipur 298 1753 943 810 859 27 0 64.14 75.13 50.92 625 401 224 1128 Gauntia J. Ikdhara 68 391 210 181 862 14 0 70.54 78.77 61.15 116 60 56 275 GuladiaDhimar 215 1322 718 604 841 47 0 55.56 67.18 42.12 338 329 9 984 Harchuia 244 1506 801 705 880 148 0 68.20 80.85 52.84 444 432 12 1062

ChinauraMustqil 207 1064 569 495 870 353 0 60.57 72.80 46.02 342 286 56 722 Kanakore 652 3484 1795 1689 941 373 0 73.83 86.61 60.07 984 914 70 2500 Ujhainia Rampur Mustqil 232 1405 792 613 774 225 0 66.13 78.41 50.19 415 342 73 990 DhakiaNatha 251 1441 788 653 829 493 0 71.96 84.01 56.78 418 202 216 1023

NasirabadPoothi 178 1122 594 528 889 180 0 67.91 84.43 48.97 321 213 108 801 HatuaBijulahi 278 1590 818 772 944 303 0 62.70 73.91 50.70 429 419 10 1161 Pyas 157 1014 543 471 867 182 0 67.26 80.62 51.92 303 292 11 711 Igdhara 231 1248 666 582 874 784 0 73.89 88.13 57.17 332 223 109 916

Subtotal 20457 113656 60023 53633 889 18829 18 64.70 76.23 51.74 34438 24771 9667 79218 Outer Zone(7-10km)

Aimi 319 1664 859 805 937 587 0 64.90 74.35 54.81 464 427 37 1200 Abhu Dandi 120 720 375 345 920 24 0 83.77 91.30 75.51 193 177 16 527

ArajiNandSimaria 56 324 171 153 895 14 0 76.07 85.92 65.94 78 75 3 246 Amkhera 453 2878 1509 1369 907 31 29 42.19 54.89 27.69 903 870 33 1975 Athkona 184 1142 599 543 907 175 0 67.40 80.92 52.34 345 340 5 797

AjitpurMustqil 329 1897 981 916 934 315 0 54.35 69.23 38.23 583 517 66 1314 Aliganj 90 552 280 272 971 93 0 60.34 70.42 50.00 179 174 5 373 Atanga Chandpur 471 3202 1704 1498 879 179 0 53.89 64.24 42.34 873 427 446 2329 Bakhshpur 132 766 413 353 855 152 0 67.88 76.16 58.51 241 239 2 525

Bharatpur 439 2524 1340 1184 884 0 0 54.13 63.59 43.19 1094 765 329 1430 Balpura 337 2038 1078 960 891 55 0 51.29 59.88 41.64 560 322 238 1478





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Bhura 588 3044 1583 1461 923 651 0 54.26 63.69 43.98 810 571 239 2234 Bilgaon 734 3789 2072 1717 829 805 0 63.66 76.22 48.16 1715 1287 428 2074 Bans Bojhi 176 913 476 437 918 1 0 34.78 51.02 17.26 193 191 2 720 Bahanpur 347 2034 1094 940 859 81 0 47.76 57.16 37.12 706 661 45 1328

Bargada 196 1144 591 553 936 55 0 64.35 77.10 50.34 307 224 83 837 Bahadurpur T. Hukmi Must. 235 1404 736 668 908 211 0 80.25 91.00 68.59 389 208 181 1015 Budhauli 275 1511 807 704 872 177 0 59.62 76.49 40.98 462 239 223 1049 Birpur 1348 8560 4442 4118 927 913 39 62.62 72.44 52.09 3053 2421 632 5507

Badhera 244 1412 755 657 870 282 0 69.75 81.86 55.88 404 334 70 1008 Chandoi 809 4467 2315 2152 930 71 0 55.02 61.50 48.02 1327 985 342 3140 Desh Nager 641 3478 1811 1667 920 541 0 65.40 75.51 54.55 1031 751 280 2447 Deori 399 2209 1174 1035 882 381 0 68.15 80.93 53.81 1041 472 569 1168

Devipura 209 1191 639 552 864 277 0 79.64 89.61 68.16 275 211 64 916 Deora 35 171 97 74 763 0 0 68.87 77.65 57.58 54 54 0 117 Daulapur 156 823 433 390 901 130 0 72.95 89.33 54.38 200 64 136 623 Damodarpur 236 1359 701 658 939 365 10 69.22 78.79 58.75 389 316 73 970

DaulatganjMustqil 20 113 58 55 948 0 0 73.83 85.19 62.26 34 34 0 79 DandiaBhasaudi 159 948 500 448 896 65 0 83.65 93.15 73.42 310 226 84 638 Gularia 754 3847 2002 1845 922 643 0 63.07 74.51 50.80 1016 725 291 2831

Goonchh (Onch) 482 2629 1383 1246 901 233 0 69.87 85.03 52.92 911 646 265 1718 Gahluia 318 1775 943 832 882 378 0 91.69 95.67 87.15 519 435 84 1256 Ganeshpura 51 308 162 146 901 32 0 68.80 81.94 53.28 169 50 119 139 JaitpurMustqil 418 2291 1225 1066 870 672 0 58.70 72.61 42.89 700 619 81 1591

BhagawantpurKaror Must. 110 582 316 266 842 32 0 70.41 81.13 57.78 163 141 22 419 Jatipur 226 1388 757 631 834 159 0 77.58 87.33 66.18 444 369 75 944 Khakra 10 74 36 38 1056 0 0 78.26 85.29 71.43 25 25 0 49 Kaim 501 2464 1291 1173 909 346 0 63.51 76.00 50.05 701 525 176 1763





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Kalyanpur 135 767 371 396 1067 48 0 55.76 61.16 50.31 179 66 113 588 KanjaHaraia 1034 5909 3114 2795 898 4190 0 64.60 73.41 54.87 1788 1637 151 4121 KaranpurChak 181 1073 587 486 828 380 0 61.09 73.22 46.13 301 292 9 772 Karod 312 1786 948 838 884 226 0 64.15 73.75 53.43 543 403 140 1243

KuraiyaTallukaPhutaKuwan 249 1254 662 592 894 175 0 62.78 80.26 42.62 370 205 165 884 Khagai 139 759 388 371 956 166 0 66.46 87.46 43.46 348 6 342 411 Kunwarpur 84 429 225 204 907 41 0 76.11 92.67 57.40 164 103 61 265 KatiyaAtmaram 128 797 427 370 867 67 0 57.27 70.39 42.72 147 81 66 650

Kanakore 652 3484 1795 1689 941 373 0 73.83 86.61 60.07 984 914 70 2500 Kalyanpur Khas 397 2328 1215 1113 916 777 0 71.38 85.14 56.32 622 545 77 1706 Khamriapul 699 3942 2080 1862 895 1158 0 61.78 72.34 49.90 1179 818 361 2763 Sirsa SardahMustqil 529 2786 1470 1316 895 725 0 65.04 78.88 49.54 992 644 348 1794

Shivpuria 287 1760 903 857 949 259 0 71.68 81.85 60.91 466 333 133 1294 Mahua Gunde 359 2025 1084 941 868 200 0 78.62 84.78 71.53 559 555 4 1466 Mundela Khurd Mustqil 120 718 378 340 899 73 0 68.53 83.13 52.04 239 230 9 479 Mundela Kalan Mustqil 292 1572 844 728 863 572 0 66.59 76.76 54.51 482 449 33 1090

Magrasa 257 1476 747 729 976 39 0 74.76 89.65 59.38 423 336 87 1053 Manpura 53 254 135 119 881 25 0 65.02 73.83 55.21 75 75 0 179 Mirapur 104 576 292 284 973 140 0 63.69 70.66 56.67 174 145 29 402

Jamunia 332 1907 1057 850 804 285 0 72.46 81.91 60.74 1098 905 193 809 Nakatia 172 1076 581 495 852 118 0 64.83 79.05 47.90 385 304 81 691 Nawadia Moti Ram 109 603 315 288 914 57 0 74.13 89.89 57.37 168 131 37 435 NandPasiapur 340 1828 961 867 902 732 0 60.10 73.84 45.17 489 179 310 1339

LalauriKhera 393 2410 1325 1085 819 538 0 79.06 88.58 67.15 735 647 88 1675 Lalpur 310 1459 762 697 915 130 0 64.19 75.99 51.17 459 399 60 1000 Lalpuria Saheb Singh 176 1139 587 552 940 80 0 67.83 80.65 54.51 287 281 6 852 Lakha Khas 180 947 520 427 821 93 0 65.72 79.48 49.00 345 264 81 602





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PipriaNavdia 296 1779 933 846 907 1473 0 66.50 76.40 55.48 505 331 174 1274 Pachpera 759 4063 2146 1917 893 386 0 51.19 59.81 41.37 1230 1059 171 2833 PhutaKuwan 154 936 473 463 979 23 0 86.57 92.61 80.31 482 390 92 454 Purainia 214 1456 774 682 881 525 0 69.78 79.17 59.53 746 702 44 710

PanwariaPartitpur 121 868 470 398 847 288 0 67.53 82.22 49.23 179 63 116 689 Pasiyapur 57 396 209 187 895 30 0 64.80 73.41 54.73 117 64 53 279 Rampura 102 565 310 255 823 68 0 60.97 73.58 44.98 160 160 0 405 Ramnagra 207 991 527 464 880 29 0 43.62 50.55 35.70 356 253 103 635

Sunderpur 390 2462 1324 1138 860 94 0 50.80 60.32 39.38 664 595 69 1798 Shuklapur Bhagat 1270 7200 3804 3396 893 4155 2 63.37 72.79 52.81 2852 2160 692 4348 Amilia 128 1005 515 490 951 593 0 76.96 87.56 65.89 644 539 105 361 MethiNawadia 450 2473 1314 1159 882 441 0 71.19 83.44 57.36 707 586 121 1766

MitrasainPur 206 1045 562 483 859 256 0 72.72 78.95 65.53 343 125 218 702 Naugawan 166 977 523 454 868 7 0 36.09 48.56 21.10 485 468 17 492 Subtotal 25150 142915 75365 67550 898 29161 80 65.71 76.88 53.18 46332 35559 10773 96583 GRANDTOTAL 52135 293991 155253 138738 889 54774 101 65.06 76.64 51.98 92924 68768 24156 201067

3.10.5 Baseline data & analysis of surveyed villages

Base line data was collected and analyzed by conducting a survey of the study area. The villages surveyed were 10in number. Two formats are provided where one is filled

by Sarpanch of the village constituting the whole village data and the others are filled household wise. There are 6 villages in core zone, 3 villages in Secondary zone and 1

village in outer zone. Various factors depicting the present situation of villages has been taken into account and presented graphically with proper details by secondary

data (Census, 2011 basic amenities) and survey formats.





Table3.21

Demography of the surveyed villages N

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Primary zone(0-3 km)

JangrauliPul 450 2564 1368 1196 874 1004 0 53.90 65.47 40.76 739 459 280 1825

Alakthan 352 1998 1025 973 949 239 0 56.65 73.14 38.81 601 319 282 1397

Khajuria 142 911 486 425 874 326 1 60.72 70.60 49.58 237 176 61 674

Mathu Dandi Mustqil 167 900 491 409 833 430 0 65.41 79.85 47.43 428 221 207 472

Jiraunia 596 3110 1656 1454 878 990 0 67.03 79.40 52.55 1413 876 537 1697

Pauta Kalan 1102 7075 3744 3331 890 56 0 55.13 64.20 44.90 2059 1569 490 5016

Subtotal 2809 16558 8770 7788 883 3045 1 59.80 72.11 45.67 5477 3620 1857 11081

Secondary zone(3-7 km)

Bithaura Kalan 992 5066 2679 2387 891 494 0 53.42 67.28 37.64 1748 1130 618 3318

ChinauraMustqil 207 1064 569 495 870 353 0 60.57 72.80 46.02 342 286 56 722

Igdhara 231 1248 666 582 874 784 0 73.89 88.13 57.17 332 223 109 916

SubTotal 1430 7378 3914 3464 878 1631 0 62.63 76.07 46.94 2422 1639 783 4956

Outer Zone(7-10 km)

Chandoi 809 4467 2315 2152 929.59 71 0 55.02 61.50 48.02 1327 985 342 3140

SubTotal 809 4467 2315 2152 930 71 0 55.02 61.50 48.02 1327 985 342 3140

Grand Total 5048 28403 14999 13404 897 4747 1 59.15 69.89 46.88 9226 6244 2982 19177 Source: Census of India, 2011





1) Population distribution

As per analysis of the primary data & secondary data the distribution of population varies from place to

place. In the study area, maximum population found is 7075 in village Pauta Kalan. Total number of

household comes out to be 5048. Average household size is 6.

The percentage of male population is 52.81 % and female population is 47.19 % i.e. no major difference lies

between male and female count.

Population composition of surveyed villages

2) Vulnerable Group

The surveyed villages have almost negligible schedule tribe and 16.7% schedule caste. The category falling in

unreserved category shows the major occupancy in the area i.e. 83.3% of the total population.

Vulnerable groups in surveyed villages

3) Literacy Level

In the surveyed villages male literacy is greater than female literacy rate. The Company will be making efforts

in order to fill the lacunae and indirectly contribute to the progress of the nation. As per the study, the

literacy rate is average (i.e.59.15%) in the surveyed villages and there is a need of creating awareness to

reach the ultimate goal of 100%. From the survey it is clear that the literacy rate of female is lower as

compared to male population. Male and female literacy rate of villages vary from place to place. On whole,

female literacy rate has to be enhanced to provide a balance in the society and pace towards economic

progress of the area.

Total household

Total population Total male Total female Sex ratio

0-3 km 2809 16558 8770 7788 883

3-7 km 1430 7378 3914 3464 878

7-10 km 809 4467 2315 2152 930

Total 5048 28403 14999 13404 897

0

5000

10000

15000

20000

25000

30000

Coun

t

Population distribution

52.8%

47.2%

Male and Female population in surveyed villages

Male population Female population

16.7% 0%

83.3%

Vulnerable gropus in surveyed villages

Total SC Population

Total ST Population

Others





Gender wise average literacy rate in the surveyed area

4) Economic Activities

The total working population and non-working population of surveyed villages is 9226 (32.48%) and 19177

(67.52%) respectively in the study area.

Work Force in the Surveyed Area

The graphs shown above on the basis of information obtained from surveyed villages, it is easily deduced

that the percentage of total working population is low and dependent population is high. This indicator

shows that the economic conditions in the area are not good. They require livelihood opportunities to

upgrade their economic status and fulfill basic needs. LH Sugar Factories Limited - Distillery Division will

provide some direct employment to the local people and there will also be opportunity for self-employment

generation, thus helping with the unemployment.

3.10.6 Socio-Economic Status

1) Annual income from various source

The Income &Expenditures 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 income

sources. Most of the people involved in agriculture and wage labor. As per surveyed data it is shown that

maximum expenditure goes to food, agriculture, education and transport section.

2) Basic Amenities

A better network of physical infrastructure facilities (well-built roads, rail links, irrigation, power and

telecommunication, information technology, market-network and social infrastructure support, viz. health

and education, water and sanitation) is essential for the development of the rural economics.

Primary zone (0-3km)

Secondary zone (3-7km)

Outer zone (7-10km)

Literacy Rate 59.81 62.63 55.02

Male Literacy Rate 72.11 76.07 61.5

Female Literacy Rate 45.67 46.94 48.02

01020304050607080

Rate

Literacy Rate of Surveyed Villages (%)

32.48

67.52

Working Population

Non- working population

Work Force of Surveyed Villages





A review of infrastructure facilities available in the area has been done based on the information from base

line survey of the study area. The data on various aspects are given zone wise and basic amenities available

in the area are described in the subsequent sections.

3) Educational Facilities

As per the socio-economic survey, most of villages have schools only up to primary level and middle level

whereas the count decreases for secondary and senior secondary. Senior secondary school is lowest in

number in the surveyed villages as such the company will make efforts to improve the educational facilities

and will continue its efforts in near future also. The higher educational facilities i.e. Secondary and Senior

Secondary Schools are not available in the surveyed villages but there are nearest facilities available in

nearby town and city area where higher education can be opted. The table below shows educational facilities

in the surveyed villages.

Educational facilities in the surveyed villages

Zones for surveyed villages

No. of villages

Pre-Primary school

Primary School

Middle School

Secondary School

Senior Secondary

School

Govt. Pvt. Govt. Pvt. Govt. Pvt. Govt. Pvt. Govt. Pvt.

0 - 3 Km 6 2 4 6 3 5 1 1 1 0 0

3 - 7 Km 3 0 3 3 2 1 1 0 1 0 0

7 - 10 Km 1 0 1 1 1 1 0 0 0 0 0

Total 10 2 8 10 6 7 2 1 2 0 0

Source: Census of India, 2011

4) Health Facilities

In the surveyed villages facilities are not at all available. Chicken gunia, Dengue and Skin diseases are

common diseases found in surveyed villages.

Health Facilities in surveyed villages


No. of villages

Primary Health Centre

Primary Health Sub

Centre

Maternity and Child Welfare

Centre

Hospital Allopathic

Hospital Alternative Medicine

0 - 3 Km 6 NA NA NA NA NA



5) Other Infrastructure Facilities

Infrastructure of any area reveals the internal and external progress of it. If the infrastructure is not well

developed then people who are residing there have to find certain options outside that place and in turn

loss is incurred in one way or the other. There is a hindrance factor in economy that grows rapidly if proper

measures are not taken. The district has low availability of good infrastructure facilities and the surveyed

villages too are lagging behind in such benefits.

(i) Drinking Water Facility

Village people are availing drinking water facilities generally from the hand pump, open well, tube

well and tap. Tap water is not available in secondary and outer zone which should be improved.





Water facilities in surveyed villages


Tap Water

Hand Pump

Tube Wells/Borehole

River/Canal Tank/Pond/Lake Open Drainage

0 - 3 Km A A A A A A

3 - 7 Km NA A A A A A

7 - 10 Km NA A A NA NA A

*A: Available *NA: Not available

Source: Census, 2011

Other infrastructure facilities in surveyed villages

Zo

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No

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0-3 km 6 A A A A A A A A A A A A A A A A A A A

3-7 km 3 NA A NA A

NA A

NA

NA A A A A NA A A NA

NA A A

7-10 km 1 NA A NA N

A NA

NA

NA

NA

NA

A A NA NA A A NA NA

A A

*A: Available *NA: Not available

(ii) Transport Facilities

The study area is served by road transport. Most of the villages connected by bus/other transport services.

The area has average road network, there is SH-29 (~0.5 km in West direction) SH-26 (~4.0 km in NE

direction), NH-74 (~6.5 km in NW direction)and Pilibhit Railway Station (~ 5.5 km in North direction)from the

plant site.

(iii) Post and Telegraphs

The study area has below average level of post services. Altogether there are few Post Offices in the study

area. The study area is served by adequate telephone and mobile network.

(iv) Electrification in the area

All villages in the study area are electrified. Electricity is available for domestic, commercial, industrial

agricultural and public lighting purposes.

(v) Assessment

By a random survey of some villages in the study area, the following needs of the people which are essential

for life and quality of living have come to light.

i. Lack of Education facilities

ii. Lack of Employment opportunities

iii. Absence of Health centres or hospitals

iv. Lack of paved roads and absence of street lights

v. Lack of Community Centres

vi. Lack of Tap Water Facilities





3.10.7 Inference of the studied surrounding area

The socio-economic condition of the study area assessed on the base of surveyed villages gives clear picture

of its population, average household size, literacy rate, sex ratio etc. As far as the literacy rate is concerned of

the study area is comparable to state average literacy rate. Schedule caste population is significantly more in

comparison to schedule tribe. A part of population is suffering from the lack of permanent job to run their

day to day life and get basic facility.

Most of the villages have road connectivity and government bus facilities available. Some private bus

operators operate transport service. The infrastructure and amenities available in the area denotes the

economic well-being of the region. The study area as a whole possesses average infrastructural facilities. In

comparison with the facilities available in other parts of the districts; amenities like higher education,

maternity health, and potable drinking water could be strengthened. The socio-economic analysis of the

study area shows that in terms of education and employment sectors could be improved. With a high

dependency ratio the overall socio-economic status of the target population could improve with increase in

work participation rate. The expansion of this project would lead to direct and indirect employment

opportunities. The unskilled and semi-skilled categories of labor will be available from the nearby villages

and towns. Further, many of the agricultural laborers will be attracted to take up the steady, round the year

employment at industry site. Hence, the long-term positive impacts on socio-economic conditions of the

area are anticipated.

3.10.8 Recommendation and Suggestion

Effort should be made to improve the female literacy rate in the rural areas, which is the most

important need for rural development.

Vocational training could be encouraged amongst the rural people, including women and

unemployed youth, to get training in various activities and generate self-employment or skills for

various job opportunities in the study and nearby areas.

Project proponent could conduct professional skills development programme for business

opportunities for the local people.

Knowledge and Awareness camps could be organized to provide knowledge of Government schemes

and loan or subsidies for self-employment, agriculture and allied activities in the area.

Provide health care and ambulance facility in more villages to make the people get easy access to

medical facilities.

Maternity facilities in the area need improvement to avoid going far off places.

On the basis of qualification and skills local youths shall be employed in expansion project with

employment generated in the construction and operational phases.

Explore providing awareness of veterinary facilities/treatment in the region.

Provide water treatment plant for good and healthy drinking water.

3.11 CONCLUSION

The environment baseline study was conducted in the study area during Post Monsoon Season (October to

December, 2018). Abiotic factors including air, water and soil were studied for the core & buffer zone. It was

found that most of the parameters were within the limits as per the Indian Standards. In general, there is no

major threat to the quality of the major components of environment. Similarly, the study for the biotic

factors was conducted. Hence, it can be concluded that the present environment status of the study area is

good enough for the expansion project.Adoption of adequate pollution control measures will protect the

surrounding environment.

Expansion of Molasses based Distillery (60 to 180 KLPD) and Co-generation Power Plant (2.0 MW to 8.0 MW) within the Existing Plant Premises


Chapter - IV of Final EIA / EMP Report


CHAPTER - IV

ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

4.1 INTRODUCTION

The anticipated environmental impacts of the expansion project would be mainly due to the construction

and operational activities. The environmental parameters likely to be affected are related to many factors, viz.

physical, social, economic, agriculture and aesthetic.

These industrial 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 expansion project on different environmental parameters, so

that abatement measures could be planned in advance for eco-friendly project operation in the area.

4.2 IMPACT DUE TO 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 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 expansion project, the impacts will be mostly permanent and

irreversible in nature.

4.3 ANTICIPATED IMPACTS DURING CONSTRUCTION PHASE & PROPOSED MITIGATION MEASURES

The expansion will take place within the existing plant premises. During construction, the activities related to

land de-weeding, leveling of site and installation of machineries and equipment 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 and mitigation measures

The land is already industrial so no levelling or topography change is envisaged. Topography and land

characteristics will remain same and are already in favor of expansion case. The machinery installation will

take place adjacent to already installed machinery and in already constructed industrial area only.

4.3.2 Impact on air quality and mitigation measures

The major sources of dust emissions during construction phase 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 particulate

matter, SO2, NOx and 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.





Mitigation measures

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.

Proper coverage with tarpaulin of all construction material.

A separate storage area will be demarcated for construction material to confine the dust dispersion.

Temporary barricading structures shall be provided to reduce carryover of particulates away from the

construction area.

4.3.3 Impact on Noise Environment and mitigation measures

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.

Mitigation Measures

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.

The construction labors will be provided with adequate personal protective equipment.

Continuous exposure of workers will be avoided by alternating the duties on daily basis.

4.3.4 Impact on water quality and mitigation measures

Groundwater facility is already provided in the premises as the plant is already running and the infrastructure

supports the water availability as well as discharge during construction phase. 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.

Mitigation measures

The domestic wastewater generated from sanitary blocks will be treated in STP.

The treated wastewater will be recycled for civil construction and greenbelt development / plantation

purpose.

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 & Mitigation Measures

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.

Mitigation measures

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.

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. People will get employment

during the construction stage on daily average basis. 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. In addition to the opportunity of getting employment

in construction work, the local population would also have employment opportunities in related activities

like petty commercial establishments, small contracts and supply of construction materials etc.

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 & PROPOSED MITIGATION MEASURES

The process involved in the expansion of alcohol productioncapacity 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 11.74 ha (29.0 acres) and expansion will be done within the existing plant premises, thus,

no additional land is required for the same. 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. Out of the total

plant area of 11.74 ha, 3.9 hectares (9.6 acres)(~33% of the total plant area) has already been developed

under greenbelt & plantation and same will be made dense and maintained in future also.

4.4.2 Impact on air quality and mitigation measures

4.4.2.1 Impact due to operation of proposed expansion project

Air quality depends on two pollutants released from the industry i.e. fugitive emissions and gaseous emissions.

During operational phase, boiler will be used for generation of process steam and power. The installation of 6

MW Co-generation power plant will take place and the fuel used will be concentrated spent wash and coal /rice

husk/bagasse. Sulphur oxides, nitrogen oxides, particulate matter emissions from fuel will be released into the





atmosphere if not treated properly. Moreover, the handling, storage of raw material as well as transportation

activities will result in dust generation as fugitive emissions.

A) Stack emissions

Bag Filter with stack of adequate height has been installed with the boiler (23 TPH) to control the

particulate and gaseous emissions, as per CPCB guidelines.

Bag Filter with stack of adequate height will be installed with the proposed boiler (56 TPH) to control

the particulate and gaseous emissions due to combustion of fuel.

Necessary temperature profile is being/will be maintained to decrease nitrogenous emissions.

Greenbelt around the periphery and within premises has already been developed and same will be

maintained.

CO2 generated during the fermentation process is being/will be collected by utilizing CO2 scrubbers and

sold to authorized vendors.

In order to carry out efficient dispersion of gaseous pollutants, desired velocity of emission is

being/shall be ensured through proper functioning of FD/ID fans.

Optimum air-fuel ratio (AFR) in the co-generation power plant is being/will be ensured throughout the

operation period.

Sampling port & monitoring point and online monitoring system is being/will be provided at prescribed

stack height.

The whole process is being/ will be carried out in closed condition so as to avoid any chances of VOC

emissions.

B) Fugitive emissions

Sources of Fugitive Emissions in Distillery Plant and Mitigation Measures

In distillery, the fugitive dust is emitted primarily from the following operations:

Transportation: Movement of heavy trucks/vehicles on the roads generates substantial quantity of

dust. This is due to the presence of dust over the road, which is carried away by wind.

Fuel Handling: Rice husk/coal/bagasse transportation causes dispersion of dust while handling,

loading etc.

Fly Ash Handling: Fly ash has the tendency to disperse in the environment as soon as it comes in

contact with air, as such loading of fly ash causes unavoidable dispersion in and around nearby areas.

Fly ash remain suspended in environment for long hours, as such inhalation by humans can cause

accumulation inside respiratory systems and may cause inhalation problems. The flora present in the

area will get affected by long term deposition on leaves surfaces and can cause blockage of stomatal

pores. Wilting of leaves of plants primarily exposed to fly ash can be seen. Deposition of ash on soil

surface can reach to ground water and can cause contamination beyond acceptable extents. The

dispersion of fly ash can also cause accumulation in treated waste water and can cause contamination of

treated waste water.

Action plan to control fugitive emissions

All the internal roads have been asphalted during the implementation of the existing plant.

Therefore, vehicular movement may not generate fugitive dust.

Covered enclosures have been/will be provided for the raw materials while transportation via

trucks/trolleys.

Covered conveyor belts are/will be there to prevent dispersion of dust at various transfer points.





Adequate greenbelt has been developed in the plant area. Greenbelt acts as a surface for settling of

dust particles and thus reduces the concentration of particulate matter in air.

Regular sweeping of roads and floors is being/will be done as a measure to prevent fugitive dust

emissions.

Regular water sprinkling on roads is carried out to suppress any dust dispersion.

Ash from silo is being/will be transferred in transport vehicles directly with efficient arrangement to

prevent dusting or air borne particulates.

All transportation vehicles shall carry a valid PUC (Pollution under Control) Certificate.

Proper servicing & maintenance of vehicles is being/will be carried out.

Ambient air quality is being/will be regularly monitored online, so as to keep a check on the

emissions of different pollutants.

Pneumatic conveyors are suggested to be used for stacking of husk to avoid manual stacking.

Photographs of existing air pollution control equipment and mitigation measures for

fugitive emissions are shown below:

Online surveillance Bag filter with stack

Covered conveyor belt Paved roads





Greenbelt Regular sweeping and water sprinkling

C) Odor Problems and Mitigation Measures

Odor is a problem in the distillery plant due to typical odor compounds like alcohol, iso-amyl &iso-butyl

alcohol (fusel oils) & H2S. The odour problems are the prime cause of irritation to people working in

plant site. Though foul odour may not cause direct damage to health, toxic stimulants of odour may

cause ill health or respiratory symptoms. Secondary effects, in some, may be nausea, insomnia and

discomfort. Very strong odour can result in nasal irritation, trigger symptoms in individuals with

breathing problems or asthma. Thus, the cited mitigation measures for odor control are as follows:

• Adequate greenbelt all around the periphery of the plant.

• Conc. Spent wash is incinerated instead of bio-composting which reduces odour problems to

great extents.

• Efficient CO2 scrubbing to avoid carryover of alcohol vapors & other fumes.

• Regular steaming of all fermentation equipment.

• Longer storages of any product/by-products is being/will be avoided & use of efficient biocides

to control bacterial contamination.

• Regular use of disinfectants in the drains to avoid generation of putrefying micro-organisms.

4.4.2.2 Air quality predictions through mathematical modeling

The present study assesses the impact on air environment due to proposed expansion project. This report

gives the peak incremental ground level concentrations of PM2.5, PM10,SO2&NOx up to a distance of 10 km

radius from the plant site.

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

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 sources and developed by United States Environmental Protection Agency [USEPA] has

been used for simulations from Industrial sources.





4.4.2.2.2 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 Post monsoon Season (October to December, 2018). Hourly

Meteorological Data has been enclosed as Annexure – 7with this EIA / EMP Report.

b) Stack Emissions

Stack emission details are given in the table below:

Table - 4.1

Existing Stack emission details

Stack attached

to

Fuel used Height from

ground level (m)

Internal Diameter

(Top) (m)

Emission Rate (g/Second)

Exit Velocity (m/sec)

Exhaust Gas

PM NO2 SO2 Temp (˚C)

Density (Kg/m3)

Volumetric Flow

(m3/sec) 23TPH boiler

Con. spent wash and

Biomass/Coal

65 2.15 1.30 26.9 35.64 9.65 m/sec

117°C 1.230 Kg/m³

26.05

Table - 4.2

Proposed Stack emission details

Stack attached

to

Fuel used Height from

ground level (m)

Internal Diameter

(Top) (m)

Emission Rate (g/Second)

Exit Velocity (m/sec)

Exhaust Gas

PM NO2 SO2 Temp (˚C)

Density (Kg/m3)

Volumetric Flow

(m3/sec) 56 TPH Concentrated

spent wash &

biomass/Coal

84

1.850 1.03

78.1 64.2 20 180 0.71-0.73

0.26-0.27

Note: Calculations has been done considering extreme case scenario

4.4.2.2.3 Interpretation of results

The maximum incremental GLCs due to the plant for PM & gaseous emissions are superimposed on the

maximum baseline PM concentrations recorded at the monitoring locations during the field monitoring period.

The maximum GLCs after implementation of the project are very much likely to be within the prescribed NAAQ

standards.

For PM2.5 & PM10, predicted maximum GLC for project is found to 0.19 µg/m3& 0.36 µg/m3(Figure 4.1& 4.2) at

850 m and 1000 m, for SO2 is found to be 1.5 µg/m3 (Figure 4.3) at 770 m and for NO2 is found to be 1.33 µg/m3

(Figure 4.4) at 750 meters in the downwind direction i.e. East. The air quality contours are minimizing their values

as we move away from the source. Pollution mitigation and management plan should be followed to curtail the

impact of gaseous and dust emissions in the study area.





Table - 4.3

Peak Incremental Concentration for Different Scenarios

S. No.

Scenarios Concentration

PM2.5 PM10 SO2 NO2

1. Monitored Maximum concentrations in µg/m3 47.8 88.2 15.2 26.9

2. Predicted incremental Maximum concentrations in µg/m3 0.19 0.36 1.50 1.33

3. Resultant Maximum concentrations in µg/m3 47.99 88.56 16.7 28.23

4. NAAQS 60 100 80 80

Figures showing incremental GLCs to a distance of 1000 m are given below:





Figure 4.1: Isopleth showing the incremental GLCs of PM2.5 due to plant activities





Figure 4.2: Isopleth showing the incremental GLCs of PM10 due to plant activities





Figure 4.3: Isopleth showing the incremental GLCs of SO2due to Plant activities





Figure 4.4: Isopleth showing the incremental GLCs of NO2 due to Plant activities





4.4.2.3 Impact due to Transportation of Raw Material and Finished Product

LH Sugar Factories Limited-Distillery division is well connected with SH-29 which is adjacent to the plant

boundary (0.5 km in West direction). The road is wide and maintained well enough to facilitate easy and

smooth movement of vehicles.

4.4.2.3.1 Existing traffic count survey

SH -29 exist near the plant and transportation of goods is being done via same existing road. Traffic survey

has been conducted for 24 hours at SH-29 which is adjacent to the plant boundary. The traffic survey

monitoring was performed to predict the future traffic growth and the load on the plant road and

surroundings due to the proposed expansion of the plant capacity. Measurements of Traffic density were

made continuously for 24 hours by visual observation and counting of vehicles under six categories. Total

numbers of vehicles per hour under the six categories were determined. The details of the traffic volume

count have been provided in table given below.

Table – 4.4

Traffic volume count survey

S. No.

Time Type of vehicle Total

vehicles Motor

cycle/scooter Passenger

car/van/auto-rickshaw

Tractors Truck Bus Trailer

1. 6:01 to 7:00 am 85 54 12 26 8 15 144

2. 7:01 to 8:00 am 187 65 11 28 5 11 258

3. 8:01 to 9:00 am 201 59 8 31 7 14 289

4. 9:01 to 10:00 am 215 77 6 29 6 13 326

5. 10:01 to 11:00 am 189 56 10 25 4 11 280

6. 11:00 to 12 noon 220 45 9 10 8 15 337

7. 12:01 to 1:00 pm 221 60 11 14 7 16 323

8. 1:01 to 2:00 pm 183 55 15 16 4 12 268

9. 2:01 to 3:00 pm 141 61 8 11 6 7 188

10. 3:01 to 4:00 pm 170 57 17 15 5 12 247

11. 4:01 to 5:00 pm 203 55 10 14 7 10 271

12. 5:01 to 6:00 pm 194 64 14 11 2 12 268

13. 6:01 to 7:00 pm 155 61 5 16 1 13 223

14. 7:01 to 8:00 pm 148 71 11 12 0 10 211

15. 8:01 to 9:00 pm 85 55 10 22 0 11 133

16. 9:01 to 10:00 pm 61 64 6 25 0 9 104

17. 10:01 to 11:00 pm 24 46 4 27 1 6 59

18. 11:01 to 12:00 pm 8 45 3 33 3 7 40

19. 12:01 to 1:00 am 0 20 2 31 4 10 23

20. 1:01 to 2:00 am 4 10 4 34 5 8 28

21. 2:01 to 3:00 am 0 5 1 33 2 11 23

22. 3:01 to 4:00 am 2 2 3 21 1 5 15

23. 4:01 to 5:00 am 23 15 5 10 3 8 51

24. 5:01 to 6:00 am 49 22 10 4 2 11 95

Grand total 2768 1124 195 498 91 257 4933 Source: Survey





Table- 4.5

No. of Vehicles with respect to PCU

S. No.

Vehicle type No. of vehicles per

day

Passenger car unit (PCU) factor

Total no. of vehicles*(PCU)/day

1 Motor cycle/scooter 2768 0.5 1384 2 Passenger car/van/auto rickshaw 1124 1 1124 3 Tractors 195 1.5 293 4 Truck 498 3 1494 5 Bus 91 3 273 6 Trailer 257 4.5 1157 Total 4933 5724 PCU/hr=(PCU/day)/24 5724/ 24= 239 PCU/ hr

EXISTING TRAFFIC SCENARIO & LOS

Road V (Volume in PCU/hr.)

C (Capacity in PCU/hr.)

Existing V/C Ratio

LOS

SH-29 239 625 0.382 Very good

CAPACITY AS PER IRC: 64-1990

V/C LOS (Level of Service) Performance

0.0 - 0.2 A Excellent

0.2 - 0.4 B Very Good

0.4 - 0.6 C Good / Average / Fair

0.6 - 0.8 D Poor

0.8 - 1.0 E Very Poor

Figure 4.4: Traffic volume count survey

Traffic Analysis

From the study, it was observed that traffic movement in the 10 Km radius of the study area is moderate. At

present, the traffic load calculated is 4933 vehicles per day approximately. The majority of vehicles include

two wheelers followed by passenger cars/Auto-Rickshaws. Heavy vehicles count is comparatively less. The

LOS value is calculated as 0.38 i.e. B and the traffic condition is “Very good”.

Motor cycle/scooter

56%

Passenger car/van/auto-

rickshaw23%

Tractors4%

Truck10%

Bus2%

Trailer5%

Traffic survey





4.4.2.3.2 Additional traffic due to expansion project

Major raw material used for production of alcohol after expansion i.e. Molasses will be transported by local

suppliers through trucks; thus, there will be little impact due to transportation of the same.

Fly ash will be supplied to nearby brick manufacturers or given to farmers to be used as manure or converted

to ash granules to be used as potash fertilizer in a covered manner; thus, no harmful effect is anticipated on

the surrounding environment due to transportation of fly ash.

The proposed expansion project will have some impact on transportation as movement of raw materials for

finished products will be involved. The number of trucks would increase due to plant’s activities in the area.

Proper arrangements for movement of vehicles and parking are already present within the plant site

complex. Additional Traffic during operation of the plant due to raw material and finished products

transportation has been given in table below.

Table - 4.6

Additional Traffic due to the Raw Material & Finished Product Transportation

S.No. Material Quantity (TPD) Capacity of vehicle No. of trips

Raw material

1. Molasses 580 Tankers / 20Tonnes 29

2. Bagasse 240 Tankers / 12Tonnes 20

Product

3. Alcohol 120 Tankers / 15 KL 8

Solid waste

4. Fly ash 70(18% of conc. Spent wash)

Tanker / 10Tonnes 7

5. Others --- 2

Total trips/day 66 Total No. of increased trucks / tankers per day= 66

Total No. of increased trucks / tankers per hour= 3

Increase in PCU / hr. = 3x 3 = 9

Modified Traffic Scenario and LOS (Level of Service)

Road Increased PCU / State Highway

V (Volume in PCU/hr.) C (Capacity in PCU/hr.) Existing V/C Ratio

LOS

SH- 29 9 x 100% 239 + 9=248 625 0.3968 B

The LOS value is “Very good” for State Highway 29; hence, the additional load on the carrying Capacity of the

concern roads is not likely to have any change in the LOS value.

Thus, it can be concluded that the present road network is good enough to bear the minor increased traffic

load. The company takes/will take all appropriate measures to reduce the impact of transportation. Proper

mitigation measures are being/will be adopted by the company to minimize traffic flow to the best possible

extent resulting in low level of dust, noise & gaseous emissions.

Anticipated Impacts

Increase in traffic density will lead to air pollution.

Movement of vehicles will cause noise pollution.

No direct impact 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 are being/will be hired.

Regular maintenance of vehicles are being/will be done to ensure smooth running of vehicle.

Vehicles are being/will be covered with a tarpaulin & not over loaded.

Vehicular emissions are being/will be kept under control and regularly monitored.

Un-necessary blowing of horn is being/will be avoided.

Roads are being/will be maintained in good condition to reduce noise due to traffic.

Greenbelt of appropriate quality and width has already been developed and same will be maintained.

To avoid accidents the speed of vehicles is being/will be low near habitation areas.

4.4.3 Impact on noise level and mitigation measures

During operation phase, there is likely hood of some increase in noise in that area only due to establishment

of a new unit. The sources of noise are running equipment viz. exhaust fans, compressors, pumps, motors,

DG sets, cooling towers etc. It may be due to regular operational requirements, poor lubrication, worn out

parts, loosened nuts/ bolts, improper foundation and its mountings, flattened springs support etc. The noise

can also be generated due to other ancillary activities and movements of vehicles on roads, highways etc.

The noise level near the machinery will be maintained below 85 dB (A) and the expected noise levels at the

plant boundary will be maintained below 75 dB (A) during day time & 70 dB (A) during night time.

Following noise abatement measures is being / will be taken:

Proper maintenance, oiling and greasing of machines at regular intervals is being/ will be done to

reduce noise generation.

Proper acoustic enclosures are being/will be provided to equipment making excessive noise.

Personal Protective Equipment like earplugs and earmuffs is being / will be provided to the workers

exposed to high noise level.

Greenbelt of appropriate width inside the pant premises and at the plant boundary has been

developed and same will be made dense in future.

Time to time oiling and servicing of machineries is being/ will be done.

Regular monitoring of noise level is being / will be carried out and corrective measures in concerned

machinery are being / will be adapted accordingly to the possible extent.

4.4.4 Impact on water quality and mitigation measures

Since, distillery is intensive water utilizing industry which results in generation of spent wash, which if

discharged untreated can contaminate the ground and surface water quality in terms of increase in BOD,

COD, TDS etc. The unpleasant odor of the effluent is due to the presence of skatole, indole and other sulphur

compounds, which are not effectively decomposed during fermentation and distillation. Melanoidins are

formed by Millard amino carbonyl reaction and have antioxidant properties, which make them toxic to many

microorganisms. The high COD, total nitrogen and phosphate content of spent wash can result in

eutrophication of natural water bodies. However, with the help of improved technology for wastewater

treatment and recycling as well as reuse of water, the project is being/will be based on “Zero Effluent

Discharge” which will prevent any adverse impact on the water quality of the area.





Mitigation Measures

The distillery is being /will be based on “ZERO EFFLUENT DISCHARGE”.

Spent Wash: Spent wash generated from the analyzer column during the operation, is being / will be

concentrated in integrated & standalone Multi – Effect Evaporator (MEE) from initial 12% solid to 55%

solid and transferred for complete incineration in a special boiler designed for spent wash. Hence, the

complete spent wash is being / will be concentrated & incinerated.

Process Condensate: Process condensate from MEE is being / will be treated & polished in CPU and

recycled to process and cooling tower makeup.

Spent Lees: The spent lees is being/will be completely used in fermentation process.

Closed water recycles system and plant process is designed to minimize fresh water requirement by

recycling various effluents after treatment.

Domestic waste water generated from the plant is being/will be treated in STP (Capacity 25 KLPD).

4.4.4.1 Treatment of Effluent

Spent Wash:

Spent wash generated is being/will be concentrated in MEE and burnt completely in boiler.

Process Condensate:

Evaporation condensate from MEE is being/will be neutralized and polished in CPU and recycled to

fermentation and cooling tower makeup.

Spent Lees:

Spent lees is recycled in the process and cooling tower. The rectifier column lees is of soft water norms in

terms of its TDS and can be best utilized as cooling tower make-up water.80% of rectifier lees is being/will be

recycled in extractive distillation column as dilution medium for RS. Hence 100% spent lees will be recycled

and utilized in distillation plant & its cooling tower.

Boiler, Cooling tower blow down:

Blowdown is treated in CPU/ETP and recycled in the process.

Details regarding ETP /CPU process along with flowchart have been already incorporated in Chapter II.

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. 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.

Mitigation measures

Bag filter with stack of adequate height has been installed with the existing boiler to control the

particulate and gaseous emission.

A stack of adequate height equipped with Bag Filter will be installed with the proposed boiler after

expansion.

No waste water is being/will be discharged outside the plant premises.

No dumping of solid or liquid waste is being/will be done during operation phase.





4.4.6 Impact due to solid and hazardous waste generation

Solid and hazardous wastes, if not disposed as per the standards can cause soil pollution and harm to flora

and fauna at the regional to local level. Also, it can result in fugitive emissions in the ambient environment.

Yeast sludge will result in odor problems in the surrounding area. Used oil and grease when disposed of

incorrectly it can harm the land, waterways, underground reservoirs and the marine environment. Oil storage

area is also a potential fire hazard.

Mitigation measures

Ash from the boiler is being/ will be given to brick manufacturers or farmers to use for soil

amelioration or converted to ash granules to be used as potash fertilizer.

Concentrated spent wash generated is being/ will be burnt in the incinerator boiler.

Sludge is being/will be sent to sludge drying beds and used as manure.

Hazardous Waste Management

Used oil generated from plant machinery/Gear boxes as hazardous waste is being/will be sold out to

the CPCB authorized recycler or burn completely in incineration boiler.

4.4.7 Impact on Biological Environment

There are no direct or indirect evidence of presence of any wildlife in the core and buffer areas of the project.

The wildlife movement and survival will not be affected through expansion activities as there is no National

park, Wildlife sanctuary, Biosphere reserves and 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 biodiversity

assessment.

There may be an impact on the biological environment of the area due to operation of plant, if proper care

will not be taken:

Particulate matter emissions 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.

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.

The present running plant has no significant impact on surrounding ecology and biodiversity as following

mitigation measures have been / will be adopted:

Scaling up the greenbelt development and plantation in and around the plant site.

Using paved roads for transportation to minimize fugitive emissions.

Transporting material in close truck and storing it under covered facilities.

Transport vehicles and machinery will be properly maintained and periodically checked for pollution

level to reduce noise and gaseous emission in the surrounding environment.

4.4.7.1 Greenbelt development and plantation programme

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.





Out of the total plant area of 11.74 ha, ~33% i.e., 3.9 hectares (9.6 acres) has been already developed under

greenbelt & plantation and implementation plan to dense the existing density of trees planted has been

undertaken, whose action plan has been shown in table below.

A greenbelt 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.

4.4.7.2 Details of existing greenbelt

The company has already raised the greenbelt in the 33% of the existing area i.e. 3.9 ha and it will dense the

greenbelt in the existing area. Native plant species have been planted in consultation with local DFO. Existing

tress planted as greenbelt is given in table below:

Table – 4.7

EXISTING GREENBELT IN THE PLANT PREMISES

S. No. Scientific name Common name No. of saplings

1. Psidium guajava Guava 450

2. Ficusbenjamina Ficus 400

3. Mangiferaindica Mango 300

4 Saracaasoca Ashok 450

5 Morus alba Shahtoot 275

6 Arecaceae Palm 400

7 Tamarindusindica Imli 350

8 Emblicaofficinalis Amla 350

9 Dalbergia sissoo Shisham 350

10. Azadirachtaindica Neem 550

11. Delonix regia Gulmohar 375

12. Neolamarckiacadamba Kadamba 350

13. Terminalia arjuna Arjun tree 350

14. Syzygiumcumini Jamun 350

15. Cassia fistula Amaltas 400

16. Aegle marmelos Bel 275

Total saplings planted 5975(3.9 ha)

Action plan for densification of existing greenbelt

Planning schedule Name of Species suggested No. of saplings (approx.)

Budget

Company will develop and densify greenbelt in existing plant premises during and after construction phase.

Dalbergia sisso, Tectona grandis, Neolamarckia cadamba, Saraca asoca, Pongamia Pinnata, Bougainvillea glabra, Ipomoea, Azadirachta indica, Delonix regia, Ficus benghalensis etc.

800 The budget allocated for greenbelt development will be

approx. Rs. 20 lakhs 200

500

Total saplings 1500

4.4.8 Impact on socio-economic environment

LH Sugar Factories Limited-Distillery division is a responsible care organization, which is focused on overall

development of employee and the society within which the company operates. The company is really

concerned about the overall social and economic development of the community in the vicinity. The

company has taken up various steps for social & environmental development in the areas like renovation of

school, making donations in school, hospitals and temples, health camps for villagers etc. Expansion will also





increase the employment potential. More people will be required to work in plant during construction as well

as operation phase.

The company will continue to work for development of society in future also. Thus the proposed expansion

project will have positive impact on society. Project also does not involve discharge of any pollutant and

follows zero discharge; thus society will not be impacted. Great care is being/will be taken to manage the

odor.

4.4.9 Impact on occupational health and mitigation measures

To find out the health status of workmen, company has developed a plan of annual health check-up of

workmen including their general condition, routine examination of BP, pulse, vision and other systems.

Mitigation measures for Occupational health hazards:

To detect the possible onset of an occupational disease regular monitoring of health status is

being/will be done.

Effectiveness of preventive and control measures are/will be ensured.

Adequate supply of potable drinking water is/will be provided from a fountain with an upward jet or

with a sanitary means of collecting the water for the purposes of drinking.

Pre-Employment Medical Examination is being/will be carried out for all new employees and contract

labors.

Periodic medical hearing checks are/will be performed on workers exposed to high noise levels.

OHS orientation training is/will be provided to all new employees to ensure they are apprised of the

basic site rules of work at / on the site.

Contractors that have the technical capability to manage the occupational health and safety issues of

their employees are/will be hired.

Full fledged first aid treatment facilities are/will be provided with OHC.

Personnel Protective Equipment (PPE) are/will be provided to workers exposed to workplace hazards.

OHS management plan has been given in Chapter VII of this EIA/EMP Report.

4.5 SUMMARY AND CONCLUSION

Though every development activity has some negative impact on the environment of the plant area, with the

use of proper mitigation measures and environment management systems negative impacts shall be

checked to acceptable levels. In this project activity use of latest technology, appropriate pollution control

equipment, proper operation and maintenance of greenbelt development (~33 % of the total plant area)

helps/will help in reducing the generation at source not to cause any significant impact on the environment

and human health of the study area.

Expansion of Molasses based Distillery (60 to 180 KLPD) and Co-generation Power Plant (2 MW to 8 MW) within Existing Plant Premises


Chapter-V of Final EIA / EMP Report


CHAPTER-V

ANALYSIS OF ALTERNATIVES (TECHNOLOGY AND SITE)

5.1 GENERAL

A comparison of alternatives helps to determine the best method of achieving the project objectives with

minimum environmental impacts or indicates the most environment friendly and cost effective options.

5.2 ANALYSIS OF ALTERNATIVE SITE

Since, the expansion project proposed by LH Sugar Factories Limited-Distillery Division at Village

Jangraulipul, Tehsil Pilibhit, District Pilibhit, Uttar Pradesh will be done within the existing plant premises

hence, no alternative site has been considered for the same. The site for the existing plant was finalized

considering the ideal location for the industries.

5.3 ANALYSIS OF ALTERNATIVE TECHNOLOGY

The technology to be used for manufacturing of alcohol and power is one of the best and proven

technologies. For this proposed expansion project of Molasses based distillery, no new or untested

technology will be used. The whole process is being/will be based on proven technology i.e. Multi Pressure

distillation with integrated evaporation followed by incineration. The project is being/will be based on “Zero

Effluent Discharge”.

5.4 CONCLUSION

No necessity for the alternative analysis of the site & technology was observed as the proposed expansion

activity will be within the existing plant site which is best suitable.



Chapter VI of Final EIA / EMP Report

LH Sugar Factories Limited - Distillery Division 123 J.M EnviroNet Pvt. Ltd.

CHAPTER - VI

ENVIRONMENTAL MONITORING PROGRAMME

6.1 INTRODUCTION

Post-project monitoring is essential to keep check on the environmental status of the area. The Plant is /will

be regularly monitoring quality status of the various environmental components. The monitoring will be

carried out on a regular basis as per CPCB norms to:

Know the level of pollution within the plant site and nearby areas

Examine the efficiency of pollution control system adopted at the plant site

To satisfy the statutory and community obligations

6.2 MEASUREMENT METHODOLOGIES

6.2.1 Instruments to be used

The following instruments will be used for monitoring:

1. Respirable Dust Sampler (RDS).

2. Fine Particulate Matter (FPM) Sampler.

3. Stack Monitoring Kit.

4. Online continuous monitoring device for stack emissions.

5. Sound Level Meter.

6. Water Level Indicator.

Table 6.1

Measurement methodologies

Attributes Measurement method Test procedure

Ambient air environment

PM10 & 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 dil. NaOH and then estimated colorimetrically with sulphanilamide and N (I-Nepthyle) Ethylene diamine dihydrochloride and Hydrogen Peroxide (CPCB Method).

Stack monitoring

PM Gravimetric method As per CPCB guidelines

SO2 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 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

Water environment

pH, Turbidity, Colour, Odour, Taste, TDS, Total Hardness, Calcium hardness, Magnesium hardness, Chloride, Fluoride,

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





Sulphate, Nitrates, Alkalinity, Iron, Copper, Manganese

effluents. Standard methods for examination of water and wastewater analysis published by American Public Health Association.

Noise monitoring

Noise levels at Day & night time -Leq dB (A)

As per CPCB norms

As per CPCB norms

6.3 MONITORING FREQUENCY

The frequency of monitoring is different for different components. The monitoring frequency is being/will be

decided as per conditions of EC and CTO.

Table - 6.2 Frequency for post project monitoring

S. No. Description Frequency of Monitoring

1 Ambient Air Quality As per EC/CTO condition

2 Stack Monitoring Continuous monitoring

3 Ground water quality As per EC/CTO condition

4 Effluent quality (CPU) Daily (In house laboratory)

5 Noise Level Monitoring As per EC/CTO condition

6 Soil Quality Yearly

7 Medical checkup of employees Yearly

6.4 MONITORING/ SAMPLING LOCATIONS

The location of the monitoring stations are being/will be selected on the basis of prevailing micro-

meteorological conditions of the area and consultation with UPPCB.

3-4 AAQM stations will be selected (including minimum 1 location 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 below:

Table - 6.3

Locations for Post Project Monitoring

S. No. Description Locations of Monitoring 1 Ambient Air Quality 3-4 Location in and around plant site 2 Stack Monitoring Plant Site (Boiler stack) 3 Water Quality In and around the plant site 4 Effluent quality (CPU) ETP outlet 5 Noise Level Monitoring In & around the plant site 6 Soil Quality In & around the plant site 7 Medical checkup of employees Nearby hospitals/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 UPPCB) on regular basis.





6.6 REPORTING SCHEDULES

Environmental Monitoring Program will be designed considering conditions stipulated in the Environmental

Clearance issued by the MoEFCC, New Delhi and Consent to Operate issued by UPPCB. Six monthly

compliance reports are being/will be submitted to the concerned regulatory authorities.

6.7 EMERGENCY PROCEDURES

During an emergency, the main center to look at the scenario is Emergency Control Center. It has certain

hierarchy as per EC conditions which is well defined and people are aware of their responsibilities related to

any kind of emergency.

Emergency planning

The complete distillery unit is having a provision of interlocking system where failure of an equipment

or machinery will shut down the whole process instantly and after rectifying only, the whole process will

be started.

During an emergency, the Emergency Management Staff, including the site controller shall gather in the

ECC.

The ECC shall be equipped with adequate communication systems in the form of telephones and other

equipment in order to respond quickly and inform the whole plant instantly.

The ECC's communication systems is being/will be protected from possible shutdown.

The ECC will have its own emergency lighting arrangement and electric communication system

operation.

There are /will be automatic fire detectors leading to fire alarms and proper control system.

The hydrant pipeline network is/will be provided at all danger prone areas.

All emergency valves and switches and emergency handling facilities shall be made easily accessible.

Detailed description is provided in Chapter VII under the head Emergency Planning and Procedures.

6.8 DETAILED BUDGET

Environmental monitoring budget is being/will be decided by the environmental management cell according

to the requirements of the industry. EMC is being/ will be inspecting the necessity & availability of the

materials, technologies, services & maintenance works. There is being/will be regular view of records in order

to detect any gaps and an appropriate budgetary allocation is being/will be made on the basis of it.

Table 6.4 Environmental monitoring budget

S. No.

Attributes Approximate Capital cost (Lakhs)

Approximate Recurring cost/annum (Lakhs)

1. Lab instruments 50 -

2. Online monitoring of air and water 50 -

3. Third party investment for monitoring

- 10

Total 100 10

Expansion of Molasses based Distillery (60 KLPD to 180 KLPD) and Co-generation Power Plant (2 MW to 8 MW) within Existing Plant Premises


Chapter-VII of Final EIA/EMP Report


CHAPTER VII

ADDITIONAL STUDIES

7.1 INTRODUCTION

As per the EIA notification dated 14th September, 2006 and its subsequent amendments; MoEFCC, New Delhi

has suggested various Terms of Reference (ToRs) vide letter no.J-11011/354/2013-IA II (I) dated 30th

November, 2018for the preparation of Environmental Impact Assessment (EIA) and Environmental

Management Plan (EMP) Report.

As per ToRs prescribed by MoEFCC, New Delhi, the following additional studies are to be carried out for the

expansion project:

A) Public consultation

B) Risk assessment and Disaster Management Plan

7.2 PUBLIC CONSULTATION

For the expansion project, public hearing documents were submitted on 08thMay, 2019. Consequently, public

hearing for Expansion of Molasses based Distillery (60 KLPD to 180 KLPD) and Co-generation Power Plant (2

MW to 8 MW) within Existing Plant Premises at Village Jangraulipul, Tehsil Pilibhit, District Pilibhit, Uttar

Pradesh was conducted on 10th July, 2019 at 11:00 am at Plant site.

Details of the Public Hearing Proceedings are appended herewith the Final EIA/EMP Report:

Public Hearing Proceedings

Public Hearing Notice published in Newspaper “Amar Ujala” “Hindustan” and “Dainik Jagran” dated

30.05.19 and 31.05.19.

Photographs of Public Hearing

Action Plan for the issues raised during Public Hearing

7.2.1 Public Hearing Proceedings

Number of persons who participated in public hearing were 57.

Public Hearing Proceedings along with attendance sheet have been enclosed asAnnexure – 13

alongwith this Final EIA/EMP Report.

7.2.2 Officials who attended the public hearing

Mr. Devendra Pratap Mishra (Additional District Magistrate, Pilibhit)

Mr. Rohit Singh (Regional Officer, Bareilly)

7.2.3 Photographs of advertisements





Advertisement Amar Ujala Advertisement in Dainik Jagran Advertisement in Hindustan





7.2.4 Photographs of Public Hearing





7.2.5 Action plan for the issues raised during public hearing

The people present in the public hearing were majority supporting the distillery. They had no objection for the project proposal of the company and were very

much encouraging the company’s efforts in developing the area. They wished the company best wishes in their future endeavours.

The action plan along with budgetary allocation is as given below:-

Action plan for the issues raised during public hearing

S.

No.

Name of the

Person

Public comments/ objections/

suggestions in brief

Response of the project proponent Action plan along with budgetary allocation

1. Shri

TejramGangvaar,

Village Parsiya,

Pilibhit

Will the local people get

employment by the installation

of this industry?

Local people will be given employment.

Currently 60 to 100 people have been

employed in the industry. Further, with

the expansion of this industry 150 people

will get employment and local people will

also be prioritized in employment.

Existing manpower due to the project is 100 persons during

operation phase. Additional requirement after expansion will be 65

persons. Thus, after expansion total manpower will be 165 persons

which will include all categories of unskilled, semi-skilled, skilled

personnel and contract labour. During construction phase,

temporary employment will be 150 persons and 3 persons will be

employed on permanent basis. Moreover, indirect manpower to the

tune of 100+ people will be required during construction and

operation phase.Preference will be given to local people based on

qualification and eligibility.

Detailed breakup of the manpower requirement is given in Chapter

II, Section 2.5.8 of final EIA/EMP report.

2. Shri Jitendra Singh,

Village khudaganj,

Badayu

Currently 60 to 100 people have been

employed in the industry. Further, with

the expansion of this industry 150 people

will get employment

3. Shri Narendra,

Village Pratappur,

Pilibhit

This industry has led to all-

round development of

surrounding areas. No one has

any problem with the industry.

We support the expansion.

Representative of the industry thanked

everyone for supporting establishment of

the industry.

The industry has allocated a budget of Rs.1.05Crores under

Corporate Environment Responsibility for next 3 years and capital

cost of 15 Crores for Environment Management Plan. 4. Shri Ramesh

Chandra, Village

head camp, Pilibhit

Due to this industry our son has

got employment. No one has

any problem with the industry.

We support the expansion.





Action plan for the issues raised during public hearing

S.

No.

Name of the

Person

Public comments/ objections/

suggestions in brief

Response of the project proponent Action plan along with budgetary allocation

5. Shri Narendra,

Village Pratappur,

Pilibhit

The industry has laid a pipeline

for rainwater drainage. Due to

which there will be no problem

of water logging.

The project is based on ZLD. The spent

wash will be concentrated in MEE and

burnt as fuel in the slope fired boiler. The

unit representative informed that due to

heavy rains during the monsoon, the

problem of water logging arises, due to

which hume pipeline has been laid for

proper disposal of rainwater. Along with

this, it was told by the regional officer

that no effluent is to be discharged in this

process. If this is done then the public

can complain to the Common public

Regional Office, Bareilly whose

cognizance will be taken according to the

rules

• The plant is/will be based on Zero Effluent Discharge. Therefore, no

effluent is being/will be discharged outside the plant premises.

• The drains are being/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 are being/will be provided at appropriate

location to trap the silt laden runoff water and prevent excessive silt

from going outside.

• The storm water drains are being/will be diverted to a water

reservoir to collect the runoff. This stored water will be utilized for

civil construction purpose.

• A budget of Rs. 5.8 Crores as capital cost and Rs. 1.0 Crores as

recurring cost per annum has been allotted for water pollution

management measures and capital cost will be invested during

construction phase only.





7.3 RISK ASSESSMENT AND HAZARD MANAGEMENT

Hazard analysis involves the identification and quantification of the various hazards (unsafe condition) that

exist in the plant. On the other hand, risk analysis deals with the identification and quantification of the risk,

the plant equipment and Personnel are exposed to, due to accidents resulting from the hazards present in

the plant.

Risk analysis involves the identification and assessment of risks to the population exposed to hazards

present. This requires an assessment of failure probability, credible accident scenario, vulnerability of

population etc. Much of this information is difficult to get or generate consequently, the risk analysis in

present case is confined to maximum credible accident studies and safety and risk aspect related

toexpansion of Molasses based Distillery and Co-Generation power plant.

Activities requiring assessment of risk due to occurrence of most probable instances of hazard and accident

are both onsite and off-site.

On-site

Exposure to fugitive dust, noise, and other emissions

Housekeeping practices requiring contact with solid and liquid wastes

Alcohol leakage/ spillage through pipeline during pumping & subsequent fire

Off-site

Exposure to pollutants released from offsite/ storage/related activities

Contamination due to accidental releases or normal release in combination with natural hazard

Deposition of toxic pollutants in vegetation / other sinks and possible sudden releases due to

accidental occurrences.

In view of the hazards involved in handling and storage of hazardous chemicals and processes “On Site

Emergency Plan” has been prepared. It gives a clear organization structure, including outside agencies and

elaborates the duties to be performed by each individual when situation demands. The plan enumerates the

actions required to be taken by various personnel working at different work station in the plant. Particular

emphasis is given to eight most vital areas of disaster planning like Organization responsibilities, procedure,

training, mutual aid, communication, transportation and public relations.

7.3.1 Identification of Hazards

The following types of hazards are identified at the company.

Table: 7.1

Hazard Identification

S. No. Name Description Severity Hazard

1. Transportation of raw material and storage

Biomass/coal Major Fire

Enzymes, yeast, nutrients, etc Minor Exposure & inhalation

Chemicals (Caustic, acids, etc) Major Exposure to skin

2. Manufacturing Process Distillation Major Heat & Fire

3. Other Utilities Boiler, D.G Sets Major Noise, Heat, Fire & electrocution

4. Products Alcohol Major Fire

5. Other accidents Leakages from the vessels, rupture of pressure vessels and storage tanks

Major Exposure &Fire





7.3.2 Assessment of Risk along with mitigation measures

Qualitative risk assessment based on categorization of both probability and impactprovides greater insight

into the absolute risk severity. The riskimpact assessment investigates the potential effect on a project

objective such asschedule, cost, quality, or performance, including both negative effects for threats

andpositive effects for opportunities.

Table: 7.2

Risk Assessment table along with mitigation measures

S. No.

Activity Associated hazards

Associated risk/ health impact

Risk rating

Mitigation Measures

1. Storage & handling of raw

material & Chemicals

Bursting of storage tanks

Exposure, physical injuries

H • Use of PPEs. • Inspection & regular monitoring • Training to workers for proper handling • Proper system for loading operation to

prevent any spillage. • Spill kit for Acid and other chemicals

2. Working near Distillation

column

Heat & Fire Physical injuries and burning

H • Firefighting facility • Provision of pressure indicators in the

vessels. • Use of PPEs. • Inspection & regular monitoring • Training to workers for proper handling

3. Fuel yard Heat & Fire Physical injuries and burning

H • Storage shall be away from ignition source

• Firefighting facility are already provided • PPEs are provided • First aid box

4. APCD failure Release of PM in ambient air

Air pollution M • Regular monitoring & inspection is being/ shall be done.

• The plant shall immediately shut down on APCD failure

5. Working at height

Slip, trips & falls of operators

Physical injuries H • Individual alertness of the workers. • First aid boxes are provided.

6. Storage of Alcohol

Exposure, inhalation,

ingestion & Fire

Exposure to over 100 ppm may

cause headache, drowsiness, etc.

Ingestion may lead to depression of CNS, nausea, etc.

Burn injuries

H • Well ventilation • Keeping away from heat sparks & open

flame. • PPEs. • Firefighting measures are readily

available.

8. Release of high pressure steam

from boiler

Explosion Risk of severe injury, damage to

equipment

H • Regular maintenance & inspection of parts.

• Proper training to the individuals • PPEs • First aid kit

9. Electrical maintenance

work

Electric shock, short circuits in

power room

Electrical shocks, Injury or burn

H • Regular checking and maintenance of electrical units

• PPEs • Provision of First aid box

10. Working near Boiler, D.G. sets

High noise Noise induced hearing losses

M • Provision of PPEs to the workers.

Note: H- High; M- Moderate





7.3.3 Disaster Management Plan

7.3.3.1 Definition

A major emergency in an activity/project 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

activity/project. It would normally require the assistance of emergency services to handle it effectively.

7.3.3.2 Scope

An important element of mitigation is an emergencyplanning, i.e. identifying accident possibility, assessing

the consequences of such accidents and deciding on the emergency procedures, both on site and off site

that would need to be implemented in the event of an emergency.

7.3.3.3 Objectives

The overall objectives of the emergency plan will be:

I. Define roles and responsibilities of site management

II. Provide training and guidelines and requirements.

III. Protect the human life and property.

IV. Ensure the welfare of the public during emergency.

V. Provide reference for those co-ordination emergency activities

VI. Take account of shortcomings and update as appropriate from time to time.

7.3.3.4 Rehearsal and Updating of Plan

Emergency plans need to be tested when first devised and thereafter to be rehearsed at suitable intervals.

Individual personnel with duties under the plan are qualified by exercise which helps to refine the

procedures by identifying deficiencies, difficulties and monitoring response time. To create awareness about

safety and emergency response procedure among the personnel, mock drill is carried out monthly.

Rehearsals or exercise are important for all personnel likely to be involved in an accident on or off the site

because:

I. They familiarize on-site personnel with their roles, their equipment and the details of the plans.

II. They allow the professional emergency services to test their parts at the plan and the co-ordination

of all the different organizations.

III. They provide the current accuracy of the details of the plan (telephone numbers etc.) and the

availability of special equipment (fire and rescue breathing sets etc.)

IV. They give experience and build confidence in the team members. In the initial shock and confusion

of real incident, the ability to fall back on established initial actions are invaluable.

The on-site emergency procedures for each process plant, storage facility etc. are being/will be tested

regularly and that all employees receive initial and refresher training, exercisesarebeing/will be arranged to

test each part of the emergency plan on each plant, stage by stage. Emergency isolation and shut down is

being/will be also rehearsed.

After each rehearsal or practice,the plan is being/will be reviewed to take account of any shortcomings

highlighted by the exercise.





7.3.3.5 Safety Measures for Storage & Handling of Alcohol

The alcohol is being/will be directly fed to the storage tanks mechanically and no manual handling is

being/will be involved which reduces/will reduce the risk of spillage. Following precautionary measures

would be taken for safety:

HANDLING AND STORAGE:Keeping away from heat, sparks and open flame, care is being/will be

taken for avoidance of spillage, skin and eye contact, well ventilation, use of approved respirator if air

contamination is above acceptable level is being/will be promoted. For Storage and handling

following precautions are being/will be taken:

Keeping away from oxidizers, heat and flames.

Avoidance of plastics, rubber and coatings in the storage area.

Cool, dry, & ventilated storage and closed containers.

Grounding of the container and transferring of equipment to eliminate static electric sparks.

Storage of acid and alkalies should be done properly as they can cause severe burns on skin.

In case of any emergency following measures are being/will be taken:

FIRST AID MEASURES: For skin contact, eye contact, & inhalation.

FIRE FIGHTING MEASURES:

In plant precautions have been taken by declaring plant operating area as No Smoking Zone.

All the Electrical installations are flame proof type in the alcohol storage area.

Use of extinguishing media surrounding the fire as water, dry chemicals (BC or ABC powder), CO,

Sand, etc

Foam System for firefightingis being/will be provided to control fire from the alcohol storage

tank. The foam thus produced suppresses/will suppress fire by separating the fuel from the air

(oxygen), and hence avoiding the fire & explosion to occur in the tank. Foam would blanket the

fuel surface smothering the fire. The fuel is being/will also be cooled by the water content of the

foam.

The foam blanket suppresses/will suppress the release of flammable vapours that can mix with

the air.

Special Fire Fighting Procedures; Keeping the fire upwind. Shutting down of all possible sources

of ignition, keeping of run-off water out of sewers and water sources. Avoidance of water in

straight hose stream which will scatter and spread fire. Use of spray or fog nozzles will be

promoted, cool containers will be exposed to flames with water from the side until well after the

fire is out.

Hazardous Decomposition Products: gases of Carbon Monoxide (CO) & Carbon Dioxide (CO2).

A team of security Guards is kept to maintain security round the clock in whole of the factory

area. The Company has fully trained operating and security staff for firefighting and fire drill is

conducted by the fire experts on regular intervals.

Fire fighting measures inside plant premises





ACCIDENTAL RELEASE MEASURES: ForSpill Clean-up well ventilation, shutting off or removal of all

possible sources of ignition, absorbance of small quantities with paper towels and evaporate in safe

place like fume hood and burning of these towels in a safe manner, Use of respiratory and/or liquid-

contact protection by the clean-up personnel is being/will be promoted.

Action to be taken by the First Person noticing the Fire/Leakage /Failure:

a) If it is a small fire, try to extinguish with fire extinguishers.

b) After noticing the fire, immediately call for assistance by shouting “Fire Fire” or by using

telephone facilities inform shift in-charge on intercom.

b) Inform security on intercom

Whenever disaster occurs, the incident should be communicated to the concerned authority in minimum

possible time, in case of failure of a means of communication due to electrical failure an officer should rush

to the nearest public telephone booth/ police station to transmit message through line or police wireless.

During office hours on a working day

During office hours on working days senior most executive in the factory will take the charge of site main

controller in case of any emergency. In case of incident controller is not present in the factory production

chemist shall take over the function of incident controller as indicated in the organization chart.





7.3.4 Emergency Planning

7.3.4.1 General

Disaster Management Plan for an industrial unit is necessarily a combination of various actions which are to

be taken in a very short time but in a present sequence to deal effectively and efficiently with any disaster,

emergency or major accident with an aim to keep the loss of men, material, plant/machinery etc. to the

minimum.

The objectives of a detailed Disaster Management Plan, which includes:

Identification of various types of expected disaster depending upon the type of the industrial unit.

Identification of various groups, agencies, departments etc. necessary for dealing with a specific

disaster effectively.

Preparation – by intensive training of relevant teams/groups within the organization to deal with a

specific disaster and keep them in readiness.

Establishment of an early detection system for the disaster.

Development of a reliable instant information/communication system.

Organization and mobilization of all the concerned departments/ organizations / groups and agencies

instantly when needed.

A major disaster that can be expected due to fire in this distillery.





7.3.4.2 Duties and Responsibility of Key Personnel of Environmental Management Cell

Site Main Controller Site main controller is the main controller who will lead the controlling of the fire

incident. He will -

• Call the fire tender.

• Ensure that unwanted persons are safely removed from the affected area

• Direct the fire tender to reach the affected area

• Ensure that everyone has gathered in the demarcated area, called Assembly point.

• Extend medical help for wounded.

• Remove casualties.

Incident Controller In absence of site main controller, he will act as main site controller.

• Inform site main controller about the incident.

• Call the fire tender.

• Ensure that unwanted persons are safe and removed from the affected area.

• Direct the fire tender to reach the affected area.

• Ensure that everyone has gathered in the demarcated area, called Assembly point.

• Provide Safety Appliance.

• Guide external fire tender to approach the affected area.

• Help in searching for casualties.

• Collect and preserve evidence fire further inquiry.

Distillery Manager In case site controller and incident controller are not in the factory, he will take over the

function of incident controller otherwise he will:

• Mobilize the fire-fighting operation and coordinate with external fire tenders/fire-

fighting equipment.

• Liaison between the incident controller and the maintenance, fire, safety and

production and medical services.

• The maintenance squad should isolate the hazardous area, and plug the leak.

Security Officer • To coordinate fire-fighting operation and replenish the fire-fighting equipment.

• To rescue the injured persons.

• To provide first aid/medical assistance.

• To liaison with ambulance services.

• Remove tank lorry/other vehicles to safe location.

Maintenance Manager • Maintenance squad should plug the leak, isolate the hazardous area and ensure the

safety of the remaining part of the factory.

• Remove the tank lorry and other vehicles form the factory premises.

• Liaison between the incident controller and fire and safety departments.

• The team will mobilize any repair work on an emergency basis.

Accounts Officer

• To coordinate the evacuation of the visitors and office staff who have no role in

controlling emergency.

• To rescue the injured persons.

• To provide first-aid/medical assistance to injured workers.

• To liaison with ambulance services.





Personnel Manager • To communicate with the following authorities for the necessary help.

Police Station

Fire Brigade

Local Hospitals

Ambulance Services.

Head Office

• To request the police to control the traffic and maintain law and order.

• To liaison with neighbouring organizations for assistance.

Shift In charge after office

hours

• Establish the emergency control centre

• Mobilize all coordinators assembled at the Emergency Control centre and put the

disaster control plan into action.

• Mobilize the firefighting operations.

• Mobilize help from ambulance services and hospitals for medical assistance.

• Mobilize help from the outside agencies for firefighting.

• Inform the police and request to control traffic and maintain law and order.

• Inform site controller, incident controller and appraise the situation.

• Direct the shutting down of plants and their evacuation.

• Give adequate attention to the causalities and send them to hospital.

7.3.5 Preparation of Plan

7.3.5.1 Alarm System

A siren has been provided under the control of Security office in the plant premises to give warning. In case

of emergencies this is used on the instructions to shift in charge that is positioned round the clock. The

warning signal for emergency is as follows:

Emergency Siren: Waxing and waning sound for 3 minutes.

All clear signal: Continuous siren for one minute

7.3.5.2 Communication

Walkies& Talkies are located at strategic locations; internal telephone system EPBX with external P&T

telephones are provided.

7.3.5.3 Fire Fighting System

The fire protection system for the unit is to provide for early detection, alarm, containment and suppression

of fires. The fire detection and protection system has been planned to meet the above objective an all–

statutory and insurance requirement of Tariff Advisory Committee (TAC) of India. The complete fire

protection system comprises of the following.

(a) Fire brigade

Automatic / manual fire detection & alarm system

(b) Fire Hydrant

Fire hydrant is already provided at all around in the plant as per TAC Norms.

(c) Portable fire extinguishers

Various areas of the plant have one or more of the above system depending upon the particular nature of

risk involved in that area.





(d) Portable chemical fire extinguishers

These are intended as a first line of defence, and hence are stationed at strategic locations in different

buildings and also for outdoor facilities. Portable fire extinguishers will be foam type; carbon dioxide type

and multipurpose dry chemical (MPDC) type.

(e) Fire detection and alarm system

Fire detection and alarm system an effective means of detection, visual indication of fire location and audible

alarm of any fire at its incipient stage. This system comprisesof fire alarm panels, automatic fire detectors,

manual call points and fire siren (hooter).

The main fire alarm panel provides both visual and audible alarm of fire in any protected areas of the plant.

Manual break glass type fire alarms are provided at strategic locations where high hazards exits.

Automatic fire detectors are provided in plant areas such as control rooms, switchgear rooms, cable galleries

etc.

7.3.5.4 Emergency Control Center

For the purpose of handling emergency, emergency control center has been identified and shown on the site

plan. All communications to and from originates at this control center. The emergency control centerhas/will

have the following: -

Updated copies of the On–site Disaster Management Plan.

Emergency telephone numbers.

The names, phone number, and address of external agencies, response organizations and neighboring

facilities.

The adequate number of telephone (more than two).

Emergency lights, Clocks, Personal protective equipment.

List of fire extinguishers with their type no. and location, capacity, etc.

Safety helmets – List of quantity & location.

Status boards/message board.

Material safety data sheets for chemicals handled at the facility.

Several maps of the facility including drainage system for surrounding area showing:

Areas where hazardous materials are stored.

Plot plans of storage tanks, routes of pipelines, all water permanent lines etc.

The locations where personal protective equipment are stored.

The position of pumping stations and other water sources.

Roads and plant entrances.

Assembly areas & layout of Hydrant lines.

7.3.5.5 Off-site emergency control plan:

The Off-Site emergency plan is based on those events which could affect the people and the environment

outside the factory premises/installation. The nature of the accident is so serious that it becomes important

not only in factory management but also for the general public outside the factory premises to deal with the

situation. The basic objective is that damage to human life and property is minimized. Advance planning is

the key.hhhhThe on-site and off-site plans should detail so that the emergency services are summoned at

the appropriate time and are provided with accurate information and the correct assessment of the situation.

The responsibility for this should be with the site main controller. The various emergency services should be

co-ordinated by fire and Safety coordinator who will liaise with site Main Controller.





Action Plan:-

The site Main Controller will assess the situation and if the emergency is likely to spread outside the

installation or affect the neighbour industry and people outside the factory premises, will declare off-site

emergency. He will coordinate with the incident controller and get intouch with all essential local authorities

and mutual aid members for controlling the disaster. The local authorities will work under the direct

supervision of the site Main Controller.

The help of the following agencies is summoned: -

Local police

Fire Brigade

Hospitals

Ambulance

Blood Banks

Home guards

Voluntary Agencies

After the incident has been controlled, the site Main Controller should assess the situation and call off the

emergency.

Figure 7.1: Various organizations involved during emergency

7.3.5.6 Sequence of operations required in case of emergency:

1) To take notice of the actual situation after hearing emergency siren.

2) To instruct the watchman for communication to all the agencies.

3) To see that person controlling the hazard wear appropriate personal protective appliances (Breathing

Apparatus)

4) To move to the spot to assess what action is required.

5) To ascertain that the message has been communicated to the desired persons properly.

6) To ensure that unwanted people goes far away from the incident spot.

7) The fire shall be controlled with the help of fire extinguishers here, water jets, Carbon dioxide

Cylinders. The helper shall assist him in this job.

8) To remove the Gas- affected / fire effected workers, give first aid and to be sent for medical care.





Procedure for Testing & Updating the Plan

Simulated emergency preparedness exercises and mock firefighting exercises including mutual aid scheme

resources and in conservation with district emergency authority to be carried out every six months.

Disclosure of Information to Worker and Public Awareness System Anticipated

Safety awareness among workers by conserving various training programs and Seminars, competition,

slogans etc.

Practical exercise.

Distribution and practices of safety Instructions.

Safety Quiz contests.

Display of Safety Posters & Safety Slogans.

Developing Safety Instructions for every Job and ensuring these instructions/booklets or manuals by

the workers.

Table 7.3

Emergency contact numbers of government officials

S. No. Name of Govt. Agency Phone Nos.

1 District collector/ Magistrate 05882-257912/9454417526

2 Sub Divisional Officer / Magistrate 9454415862

3 Factory Inspector of the area 9411858555

5 DCP Traffic (HQ/Control room)/ SP 9454400301

7 Addnl. Commissioner of Police 9454400301

8 Fire Brigade 9454418518

10 Director Ind. Safety & Health/ DDF 9410660677

12 Dy. Chief Controller of Explosive/ ADM(E) 0562-2523266

14 Civil Surgeon 9837620156

7.4 Occupational health and safety will be categorised broadly into two categories:

1. Protection of Health

2. Promotion of Health

Protection of Health

In an industry, the most important factor for proper running of it is the health of employees which is

being/has to be taken care of by following some measures like:

• Proper regular check-up of employees

• Regular training of employees

• 24 hrs First aid and medical availability

• Records maintenance

Promotion of Health

• Training regarding importance of health

• Programs related to health education

• Records maintenance

• Organizing health campaigns

Occupational health centre

The industrial premises has one occupational health centre for regular check-up of employees and to deal

in case of emergency. The centre is being/will be equipped with all the emergency facilities and a qualified





doctor as well as staff for auxiliary works.

7.4.1 Plan and Fund allocation for Occupational and Safety Hazards

Proposed budget details for expenditure on Occupational Health & Safety will be Rs 10.5 lakhs/annum.

Table: 7.4 Fund allocation for Occupational Health &Safety

S. No. Description Amount (Rs. In lakhs per annum)

1. Doctor's Retainer Fee (including staff) 5.0

2. Medicine Expenses 1.0

3. Health Check-up Exp. 2.0

4. Ambulance Expenditure 2.5

Total Amount in (Rs.) 10.5 Lakhs

7.4.2 Permissible exposure levels

The distillery has following hazardous chemicals that are used in process and can prove harmful if not

handled properly. The medical health check-up is being/will be carried out regularly to find out any

previous symptoms related to any disorder or disease. The industry has all the MSDS of hazardous

chemicals and employees are being/will be given proper training pertaining to medical emergencies and

situations. The exposure levels of hazardous chemicals is/will never be surpassed and in case of leakage or

sudden emergency, proper measures will be taken to avoid emergency situations.

S. No.

Hazardous chemical

Predicted exposure

level (TLV)

Impacts Mitigation measures

1. Sodium hydroxide

2 mg/m3 Caustic soda can cause burns. Acids and alkalis can cause severe burns.

• Proper PPEs to be provided to workers. • Handling in accordance with good

industrial hygiene and safety practice • Avoid contact with water. Direct contact

with water may cause an exothermic reaction.

2. Carbon di-oxide

5000 ppm headaches, dizziness, restlessness, a tingling or pins or needles feeling, difficulty breathing, sweating, tiredness, increased heart rate, elevated blood pressure, coma, asphyxia, and convulsions

• Carbon dioxide is being/will be collected in scrubbers and sold to vendors.

• Proper monitoring and maintenance of fermentation equipment.

• Proper PPEs to be provided to workers exposed to the zone.

• Regular checking of pipes and bolts for avoiding any fugitive emissions.

3. Ethyl alcohol 1000 ppm Alcohol storage tank bursting or leakage

• Proper flow meter to check the flow of alcohol in storage tanks.

• Proper training to employees to act in case of alcohol leakage.

• Proper fire extinguishers adequate for the fire that can happen in distillery i.e. foam type.

• Proper fire hydrant network is being/will be spread in all the areas prone to fire hazard.

• Fire sensors and alarms. 4. Dust

exposure - Sudden dust cloud can affect

the respiratory tract and interfere with breathing. Cause pneumoconiosis

• Proper dust mask for persons handling biomass and coal.

• Regular water sprinkling to avoid dust dispersion.





Some particles dissolve in the bloodstream. The blood then carries the substance around the body where it may affect the brain, kidneys and other organs.

• Storage of coal and biomass in covered sheds and continuous water sprinkling.

• Proper greenbelt is being/will be developed in all the areas having the probability of dust explosions.

7.4.3 Occupational health surveillance

In distillery plant, the occupational health surveillance of the employee is being/will be done on a regular

basis and record of the same will be maintained as per the Factories Act.

Pre placement and periodical health check-up tests to be undertaken

The check-ups are/will be dependent on age, sex, duration of exposure and department wise.

Following tests are being/will be done regularly:

• X Rays (Chest)

• Audiometry (Ears)

• Spirometry (Lungs)

• Vision testing (Eyes)

• ECG (Heart)

Frequency of Medical Examination

• Once in a year

Personal Protective Devices and Measures

• Industrial Safety helmets, Crash helmets

• Goggles

• Safety Shoes & Rubber Gumboots

• Aprons

• Ear muffs and Ear Plugs

• Full body Safety harness

• Leather hand gloves, Heat Resistive hand gloves, Chemical hand gloves and Cut resistance hand gloves

• Safety belt / line man's safety belt

Implementation of OHS standards as per OHSAS/USEPA

The overall objective of the company is to provide a system that is capable of delivering healthy and safe

workplace. Following measures are being/ will be 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 and 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

• 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

• Investigation of reports of occupational diseases

• Monthly safety meeting of all employees & workers to discuss last month accident if any, reason and

corrective measures taken.

• 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 measures

• Display Material Safety Data Sheet (MSDS) for use of every hazardous substance

• Implement the recommendations of HAZOP (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.

7.5 CONCLUSION

It is concluded that there is being/ will be no major risk involved due to expansion project. Proper

precautionary measures are being/ will be taken to minimize risks. Personal Protective Equipment (PPEs) is

being/will be helping 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 expansion project.



Chapter - VIII of FinalEIA / EMP Report


CHAPTER-VIII

PROJECT BENEFITS

8.1 Introduction

This chapter is focused on those points which are beneficial to the surrounding area or community in terms

of infrastructural development, social development, employment generation and other tangible benefits due

to upcoming plant activities.

8.2 Employment generation

The plant has positive direct and indirect employment. Manpower is required during construction and

operation phase and also in other activities such as transportation, day to day operations etc. Further,

additional employment opportunities will be generated. Total manpower after expansion will be165 persons.

Preference will be given to the local people for employment based on their qualification and eligibility.

8.3 Enterprise Social Commitment (Corporate Environment Responsibility)

As per circular dated 1stMay, 2018 on CER, the company will undertake measures and activities that will raise

the socio-economic status of the area along with environment benefits attainment. As per the circular,

maximum percentage of total project cost (Rs. 107.10 Crores) will be allocated towards CER i.e. Rs. 1.05

Crores. The budget allocated according to the circular will be utilized solely in environment and humans’

benefit.

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.

The company will contribute substantially to the overall economy and social development of the area

through Corporate Environment Responsibility (CER) activities.

The operation zone of the CER activities for the expansionproject will be extended to the nearby villages of

plant 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.Based on the need’s

assessment, the CER program will be customized & implemented while partnering with Government

Agencies, NGOs, LocalPanchayats for implementation. The company officials will make provisions for training

farmers on agricultural backgrounds which will directly enhance the productivity of the area. Moreover, the

company will be utilizing agricultural waste for distillery in productive manner as such sanitation of the areas

will be maintained as less waste will be discarded on open grounds.

The CER break-up is given in the table below:

Table 8.1

Proposed budget for CER

Area 1st Year 2nd Year 3rd Year Total

Medical health & welfare facilities Providing infrastructure to hospitals, instruments and equipment required in hospitals etc.

10 10 10 30

Education to under privileged section of the society Maintenance and renovation of schools, providing facilities for

10 10 10 30



Chapter - VIII of FinalEIA / EMP Report


computer learning, availability of safe drinking water, availability of mid-day meals etc.

Skill development of farmers Providing training to farmers to increase productivity and utilize less irrigation water by implementing micro-irrigation facilities etc.

10 10 10 30

Greenbelt/plantation in nearby villages 5 5 5 15

GRAND TOTAL (Maximum percentage of Total Project Cost)

35 Lakhs 35Lakhs 35Lakhs 105 Lakhs (1.05

Crores)

8.4 Conclusion

The Company will generate a fair amount of direct and indirect employment in the study region. The local

economy will receive a boost due to employee spending and services which will be generated by the

company. Due to the expansion project, there will be improvement in the standard of living viz. Better

education, improved health and sanitation facilities housing and acquisition of consumer durable. This is

envisaged as a major positive benefit which will ultimately lead to the sustainable development of the

region.



Chapter-IX of Final EIA/EMP Report


CHAPTER IX

ENVIRONMENTAL COST BENEFIT ANALYSIS

9.1 ENVIRONMENTAL COST BENEFIT ANALYSIS

As per EIA Notification dated 14th September, 2006 and its subsequent amendments; 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-11011/354/2013-IA II (I) dated

30thNovember, 2018 for the expansionproject; the environmental cost benefit analysis is not required.



Chapter - X of Final EIA / EMP Report


CHAPTER-X

ENVIRONMENTAL MANAGEMENT PLAN

10.1 INTRODUCTION

Environmental Management Plan consists of the set of mitigation, management, monitoring and institutional

measures to be taken during implementation and operation of a plant to eliminate adverse environmental

impacts or reduce them to acceptable levels. The present environmental management plan addresses the

components of environment affected during the different activities forming part of the processes of existing

plant.

Based on the evaluation of impacts and baseline conditions, an Environmental Management Plan (EMP) has

been delineated to mitigate the adverse impacts on environment of the area due to the expansion project.

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 monitoring of all control measures.

Vigilance against probable disasters and accidents.

Monitoring of cumulative and long-time impacts.





10.2 FORMATION OF ENVIRONMENT MANAGEMENT CELL (EMC)

In order to maintain the environmental quality within the standards, regular monitoring of various

environmental components is necessary. LH Sugar Factories Limited Distillery division has a full-fledged

Environmental Management Cell (EMC) for environmental monitoring and management. The EMC team takes

care of pollution monitoring aspects and implementation of control measures.

A group of qualified and efficient engineers and officers 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.

Responsibilities of EMC

The responsibilities of the EMC include the following:

Environmental monitoring of the surrounding area.

Timely Commissioning of pollution control equipment and facilities.

Ensuring that standards are maintained.

Ensuring optimum water usage

Specification and regulation of maintenance schedules for pollution control equipment.

Maintenance of the greenbelt &plantation.

Proper implementation of the Environmental Management Plan.

Organizing meetings of the Environmental Management Committee and preparation of report and

submission of such reports to management.

Co-ordination for all statutory requirements like submission of application/reports for obtaining

Consents, Environmental Clearances, authorization etc.

Developing & implementing occupational health & safety policy, program and procedure &

increasing health & safety awareness at all levels within the organization.

10.3 CORPORATE ENVIRONMENT POLICY

The Company has set goals and objectives laid by its board of Directors. CEP prescribes for standard

operating process/ procedures to bring into focus any infringement/ deviation/ violation of the

environmental or forest norms/ conditions. It also constitutes the hierarchical system or Administrative order

of the company to deal with the environmental issues and for ensuring compliance with the environmental

clearance conditions. The company has system of reporting of non-compliances/ violations of environmental

norms of the Board of Directors of the company and/ or shareholders or stakeholders at large. Company has

its working based on CER and concerns towards Environment. CEP is given below:





10.4 AIR QUALITY MANAGEMENT

The major pollutants of air in distillery plant are the suspended particulate matter from boiler stacks, CO2

from fermentation process and fugitive emissions due to material handling and movement.

10.4.1 Air Pollution Control Measures

Company is presently taking all measures to effectively control the air emissions and periodic monitoring of

the stack emissions & ambient air quality is being done to monitor the pollutant concentrations. Same will

be continued for the expansion project for air quality management. Following are the pollution control

measures adopted at various units:

As per EC condition, monitoring is being/will be conducted at places where dispersion of dust

can occur like storage area, working area etc.

Online stack monitoring system is being/will be provided to keep a check on emissions and

implement proper measures in case of any failure or violation of prescribed standards.

Regular cleaning, inspection and maintenance of air pollution control equipment is being/will be

carried out.

Workers are being/will be trained regarding emergency actions to be taken during equipment

failure.

The whole distillery unit is being/will be provided with facility of inter locking so that any failure

of equipment or APCE will result in instant shut down of the complete process.

Fugitive Emissions

Regular monitoring of alcohol storage areas is being/will be carried out to check for any kind of

VOCs emissions.

Flow meters are installed to keep a check on filling of alcohol storage tanks so that over flow

condition does not occur.

Ambient air quality is being/will be regularly monitored online, so as to keep a check on the

emissions of different pollutants.

Proper dust masks are being/will be provided to the labours coming in direct contact of fugitive

emissions.

Odour management

Odour Management Plan outlines the methods by which odorous emissions will systematically be assessed,

reduced and prevented potentially from the distillery unit.

Conc. Spent wash is incinerated instead of bio-composting which reduces odour problems to great

extents.

A horticulturist has been employed to develop and dense greenbelt according to CPCB

guidelines and plantation of such trees that are known to prevent odours.

The main unit and effluent treatment plant area has greenbelt surrounding the area to attenuate

odorous emissions.

Efficient CO2 scrubbing to avoid carryover of alcohol vapors & other fumes.

10.5 NOISE QUALITY MANAGEMENT

Workers are being/will be provided with trainings regarding importance of PPEs and fines are

being/will be imposed on workers not following the rules.





Periodic monitoring of noise levels as per post-project monitoring plan is being/will be done on

regular basis.

Workers close to high noise generating areas are being/will be regularly subjected to audiometry

check-up.

10.6 WATER QUALITY MANAGEMENT

Following measures will be followed:

Online monitoring System consisting of mass flow meters has been installed at inlet of MEE plant

& Outlet of MEE plant and web camera has been installed in lagoon area to analyse ETP/CPU

effluent quality.

It will be ensured that records are maintained for water usage and maximum efforts are

being/will be put in order to minimize fresh water requirement gradually.

Proper maintenance of state of the art ETP/CPU is carried out.

Regular monitoring and maintenance of equipment/machineries is being/will be done and

records maintained.

Photographs showing online flow meter and online web camera are given below:

Online Flow meter Online Web camera

10.6.1 Water Conservation Measures

The following measures are being/ will be adopted to conserve water-

Maximum recycling and reuse of wastewater after treatment.

Periodic preventive maintenance of water distribution system.

Optimum use of process cooling water.

Training and awareness on water conservation measures.

Water is being/ will be conserved at every stage of process. Condensate water is being/will be re-used

& recycled.

Rainwater is being/will be used to recharge the ground water source through scientifically designed

rain water harvesting system.

10.6.2 Action Plan to Control Ground Water Pollution

The expansion project is being /will be based on “Zero Effluent Discharge”.

The following measures are being/ will be adopted to conserve water-





Maximum recycling and reuse of wastewater after treatment.

Impervious lagoon (lined lagoon) as per CPCB guidelines.

2 piezometer exists around the spent wash holding tank

Spillage of chemicals/oils/alcohol etc. is being / will be avoided as best possible.

Treatment of secondary streams like spent lees, condensates, blow downs, etc. shall be in closed loop &

any discharge outside the distillery shall not be done.

10.6.3 Rain water harvesting

Rainwater harvesting is a technique of collection and storage of rainwater into natural reservoirs or tanks, or

the infiltration of surface water into subsurface aquifers. Rainwater harvesting is being / will be done at

plant site to harvest rainwater from the roof tops and use for various activities at the plant site to conserve

fresh water and reduce the water requirement from other sources. The depth to ground water level of the

study area was found to be 2.00 - 4.65 mbgl and it is not feasible to recharge the water by making storage

pits thereforerain water is being / will be collected through open channel & pipelines in to storage tanks

and pond system. Surface drains for transport of rainwater from roof-top as well as surface runoff is /will be

made of impervious concrete to protect percolation. To maintain smooth flow of water the cross-sectional

areas has been / will be designed appropriately.

10.7 SOLID WASTE MANAGEMENT

Maximum re-cycling and utilization of generated solid waste is being/will be done as per the

guidelines.

Unit is being/will be preparing Hazardous waste disposal plan, as per applicable statutory

conditions under the Hazardous Wastes Act, 2008 and same will be implemented.

EMC is being/will be keeping a record of quantity of solid and hazardous waste generated and

their proper disposal.

A separate designated storage area is provided with sign boards/labels for storage of hazardous

waste.

The concerned person prepares a site manual on the total program and activities of

solid/hazardous waste management.

Regular training of employees engaged in solid waste management works.

The project proponent will explore possibilities of in-house brick manufacturing unit for

utilization of fly ash.





10.8 SOIL MANAGEMENT

Besides, soil samples are being/will be collected and tested at regular intervals from the nearby areas.

This helps in mitigation of any harmful impact on soil due to the plant activity, if any.

A horticulturist has been engaged who ensures soil quality improvement in the plant area, by

adequate manuring and fertilizing.

Maintenance of greenbelt & plantation further helps in conserving soil and preventing soil erosion.

10.9 DISASTER MANAGEMENT PLAN

The Company has made provisions for on-site and off-site disaster management plan. For On-site disaster

management plan, following points are taken into consideration:

To identify, assess, foresee and work out various kinds of possible hazards, their places, potential

and damaging capacity and area in case of above happenings.

Review, revise, redesign, replace or reconstruct the process, plant, vessels and control measures

if so assessed.

Measures to protect persons and property of processing equipment in case of all kinds of

accidents, emergencies and disasters.

To inform people and surroundings about emergency if it is likely to adversely affect them.

For off-site disaster management plan, following points are taken into consideration:

The plan identifies an emergency coordinating officer who would take overall command of the

off-site activities.

Proper co-ordination is there between the company and outside regulatory authorities.

Details are provided in Chapter VII of EIA/EMP Report.

10.10 CONCEPT OF WASTE MINIMIZATION, 3R’s (REUSE, RECYCLE and RECOVER TECHNIQUES), ENERGY

AND NATURAL RESOURCE CONSERVATION MEASURES

10.10.1 Waste Minimization - 3R’s

Waste minimization is a sound environmental and industrial practice. As managing waste would only

become more costly, reducing its generation will reduce operating cost and minimize long-term liabilities

for waste remediation and other forms of cleanup cost.

10.10.1.1 Reuse

Ash is being/ will be given to brick manufactures or given to farmers for soil amelioration or

converted to ash granules to be used as potash fertilizer.

Spent Wash generated during the process, is being/ will be first concentrated in Multi-effect

evaporator and then used as fuel for complete incineration in a special boiler designed for spent

wash.

10.10.1.2 Recycle

Condensate from MEE is being/ will be recycled in the process.

Domestic waste water is being/will be treated in STP and reused in greenbelt development.

10.10.1.3 Recovery

Conc. Spent wash is being/will be recovered from distillation and MEE column to be used as fuel.

Carbon di-oxide is being/will be recovered and sold to authorized vendors.





10.10.2 Energy Conservation

The following measures are being/ will be adopted by LH Sugar Factories Limited, Distillery division for

further reduction in specific energy consumption:

Installation of energy efficient lightings with the use of LED lighting.

Use of energy efficient electric motors.

Use of DCS(Distributed Control Systems) controls & highly efficient VFD(Variable Frequency Drive)

will ensure optimum energy consumption.

Use of highly efficient VFD, minimizing idle running of machines.

Optimizing loads and periodic preventive maintenance & lubrication.

Prevention of leakages of compressed air with optimized compressed air pressure.

Periodic energy audits.

Training, awareness and motivational programs.

Layout is designed for gravitation flow.

Plant is designed for very low steam and power consumption with the use of state of art technology.

10.10.3 Natural Resource Conservation

Optimum use of ground water.

Zero liquid discharge.

Rain water harvesting system is present in order to conserve water and to replenish ground water

resources of the area for long term sustenance of the industry.

10.11 BUDGETARY PROVISION FOR ENVIRONMENT MANAGEMENT PLAN (EMP)

The budget for the expansion project and that for the environmental protection measures is given as below:

Capital cost for the expansion project: Rs. 107.10 Crores

Cost for environmental protection measures:

Capital cost: Rs. 15.0 Crores

Recurring cost: Rs. 1.5 Crores/annum

Table 10.1

Break up of EMP cost

BREAKUP OF EMP COST

S. No.

Description Capital Cost (Crores)

Recurring Cost/annum (Crores)

1. Air Pollution management Bag Filter + stack 6 0.35

2. Effluent Treatment and RO Upgradation of ETP 5.8 1.0

3. Environment monitoring Lab instrument 0.5 -

Online monitoring of air and water

0.5 -

Third party investment for monitoring

- 0.10

4. Solid waste management Ash handling & management 2 -

5. Greenbelt & plantation development

Plantation for greenbelt 0.2 0.05

Total 15 Crores 1.5 Crores





10.12 CONCLUSION

As discussed, it is safe to say that the proposed expansion project will not likely 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 even after expansion. Greenbelt development around the area has already been

done and it will be made dense as an effective pollution mitigation technique, as well as to control the

pollutants released from the premises of LH Sugar Factories Limited- Distillery division.



Chapter - XI of Final EIA / EMP Report


CHAPTER - XI

SUMMARY AND CONCLUSION

11.1 INTRODUCTION

LH Sugar Factories Limited (Distillery Division) has its existing 60 KLPD Molasses based Distillery and 2.0 MW

Co-generation power plant at Village Jangraulipul, Tehsil & District Pilibhit, Uttar Pradesh.

The company is now proposing an expansion of Molasses based Distillery (60 KLPD to 180 KLPD) and Co-

generation power plant (2 MW to 8 MW) within existing plant premises. ToR Letter was issued by MoEFCC,

New Delhi for the preparation of EIA/EMP Report vide their letter no. J-11011/354/2013-IA II (I) dated 30th

November, 2018.

As per EIA Notification, dated 14th September, 2006 and its subsequent amendment dated 13th June 2019,

the proposed expansion project falls in category “A” under Activity 5 (g) [All molasses based distilleries > 100

KLPD].

11.2 JUSTIFICATION FOR THE IMPLEMENTATION OF THE PROJECT

Following points show the justification for implementation of the project:

The expansion will be done within the existing plant premises; hence, no additional land is required.

Procurement of raw material from own sugar mills and availability of additive materials in near-by area.

The expansion of the plant will generate additional employment for the local people.

Existing infrastructure facilities will provide easy accessibility to resources.

SH-29 makes it easier to transport raw materials & final product to market.

No Eco sensitive area falls within 10km radius of the study area.

The plant site falls in safe zone as per CGWA eligibility.

The distillery is/will be based on zero effluent discharge as no waste water is being/will be discharged

outside the plant premises.

11.3 DETAILS ABOUT THE PROJECT

11.3.1 Brief Description of the Project

Brief description about the Project is given in Table below.

Table - 11.1

Brief Description of the Project

S. NO. PARTICULARS DETAILS

A. Nature Expansion of Distillery & Co-Generation Power Plant

B. Size of the Project

Particular Unit Existing Capacity

Additional Capacity


Distillery KLPD 60 KLPD 120 KLPD 180 KLPD

Co-generation Power Plant MW 2 MW 6 MW 8 MW

Bottling Plant cases /day - 10000 10000

C. Location details

Village Jangraulipul

Tehsil Pilibhit

District Pilibhit

State Uttar Pradesh





Latitude 28°33'39.63" to 28°33'56.78"N

Longitude 79°48'46.40" to 79°49'2.11"E

Topo sheet No. 53P/10, 53P/11, 53P/14 & 53P/15

D. Area Details

Total Plant Area Existing plant area is 11.74 ha (29.0 acres) No additional land is required for the expansion, as the same will be done within the existing plant premises.

Greenbelt / Plantation Area 3.9 hectares (9.6 acres) i.e. almost 33% of the total plant area has already been developed as greenbelt & plantation and the same will be maintained.

E. Environmental Settings

1. Nearest Village Jangraulipul (~0.5 km in NW direction)

2. Nearest Town & City Pilibhit City (District Headquarters) (~5.5 km in North Direction)

3. Nearest National / State Highway • SH-29 (~0.5 km in West direction) • NH-730 (formerly known as SH-26) (~4.0 km in NE direction) • NH-74 (~6.5 km in NW direction)

4. Nearest Railway station Pilibhit Railway Station (~ 5.5 km in North direction)

5. Nearest Airport Bareilly Airport (~39 km, SW direction)

6. National Parks, Reserved Forests (RF)/ Protected Forests (PF), Wildlife Sanctuaries, Biosphere Reserves, Tiger/ Elephant Reserves, Wildlife Corridors etc. within 10 km radius

No National Parks, Reserved Forest (RF)/ Protected Forest (PF), Wildlife Sanctuaries, Biosphere Reserves, Tiger/ Elephant Reserves, Wildlife Corridors etc. lies within 10 km radius of the plant site.

7. Water Body (within 10 km radius) • Singhni Nala (~0.4 km in East direction) • Takia Distributary (~0.5 km in NW direction) • Deoha River (~1.8 km in West direction) • Sarda Canal (~3.5 km in ENE direction) • Narra Nadi (~5.5 km in SSE direction) • Nakti Distributary (~5.5 km in WNW direction) • Sara Nala (~6.2 km in NNE direction) • Khakra Nadi (~8.5 km in NNW direction) • Bagha Nadi (~8.5 km in SSE direction) Naula Nala (~8.5 km in WSW direction)

8. Seismic Zone Zone –IV [as per IS 1893 (Part-I): 2002]

F. Cost Details

1. Total cost of the project Rs. 107.10 Crores

2. Cost for Environmental Protection Measures

Capital Cost - Rs 15.0 Crores Recurring Cost Rs. 1.5 Crores/annum

G. Products & By-products Products: - Ethanol (Absolute Alcohol) / Extra Neutral Alcohol (ENA) / Rectified Spirit (RS), Power and IMFL/CL Bottles By Product: - CO2 and Fusel oil

H. Working days Existing - 330 days/annum After expansion – 365 days/ annum

Source: Site visit & Pre-feasibility Report

11.3.2 Requirements for the Project

11.3.2.1 Raw material requirement

Details regarding quantity of raw materials required and their source along with mode of transportation for

expansion project are given in table below:





Table - 11.2 Raw material requirement, storage, source & transportation

S. No.

Name of Raw Material

Required Quantity Source Distance from

plant site

Storage facility and

Capacity Existing

Additional


1. Molasses (TPD)

285 TPD 578 TPD 863 TPD

From own and nearby sugar mills by road

Within 100 km

2 x 50,000 Qtls. Tanks

1 x 100000 Qtls. Total- 200000 Qtls.

2. Chemicals

Sodium Hydroxide (Caustic)

2.0 TPD 4.0 TPD 6.0 TPD Nearby market by road

500 Km Solid form packed in 50 kg bags & stored in godown

Enzyme 4 Kg/day 8 Kg/day 12 Kg/day Liquid form packed in cans and stored in godown

Antifoam Agent 150 Kg/day 300 Kg/day 450 Kg/day

Yeast Own propagation Solid form packed in bags and stored in godown


11.3.2.2 Fuel requirement

Concentrated Spent Wash and Bagasse / Rice husk/Indian coal is being / will be used for the boilers of

existing 23 TPH & proposed 56 TPH. Details regarding fuel requirements are given below.

Table -11.3 Fuel requirement

S. No.

Name of Fuel Approx. Quantity (T/Day) Source & mode of transportation

Storage facility

Distance from source (Km) Existing Additional Total

1. Concentrated Spent Wash

154 382 536 Own plant through pipelines

- In house

2. Bagasse 120 240 360 sugar mill by road Covered shed

50 km

Or Rice Husk 70 140 210 Local vendors by

road Covered

shed 300-500 km

Or Indian Coal 54 108 162 Authorized

dealers by road Coal yard 300-500 km

11.3.2.3 Other Basic Requirement

Other basic requirements for the proposed expansion project are given in the table below:

Table - 11.4

Basic requirements for the project

S. No.

Particular Existing Requirement

Additional requirement

Total Requirement after expansion

Source

1. Fresh Water (KLPD)

570 KLPD 790 KLPD 1360 KLPD Groundwater

2. Power (MW)

1.8 4.8 6.6 8 MW Co-generation power plant

3. Manpower (persons)

100 during operation phase



Unskilled / Semi-Skilled - Local Area;

Skilled – Outside 4. Steam

(TPH) 23.0 45.7 68.7 Existing 23 TPH boiler &

proposed 56 TPH boiler Source: Pre-feasibility Report





11.3.3 MANUFACTURING PROCESS

The process of Molasses based distillery comprises of following stages:

Molasses Unloading and Storage

Yeast Propagation

Fermentation

Multi Pressure Distillation

Multi Effect Evaporation

Incineration Boiler

Alcohol daily receivers & bulk storage

Figure - 11.1: Process Flow Diagram for Molasses based Distillery

11.4 DESCRIPTION OF ENVIRONMENT

11.4.1 Presentation of Results (Air, Noise, Water and Soil)

Baseline study of the study area was conducted during Post Monsoon Season (October to December, 2018).

Ambient Air Quality Monitoring reveals that the concentrations of PM2.5 and PM10for all the 8 AAQM stations

were found between 30.1 to 52.3 µg/m3 and 60.9 to 94.3 µg/m3 respectively. The concentrations of NOx and

SO2were found to be in range of 13.6 to 35.3 µg/m3 and 5.9 to 18.0 µg/m3 respectively.

Ambient noise levels were measured at 8 locations within the 10 km radius area from the Plant site. Noise

levels vary from 52.1 to 68.1 Leq dB (A) during day time and 43.2 to 58.4 Leq dB(A) during night time.

The ground water analysis for all the 8 sampling stations shows that pH varies from 7.57 to 7.92. Total

hardness varies from 163.2 to 288.7 mg/l. Total dissolved solids vary from 221 to 357 mg/l. Chloride varies

from 7.6 to 32.45 mg/l. Fluoride varies from 0.23 to 0.79 mg/l.

Samples collected from identified locations indicate pH value ranging from 7.29 to 8.09 which shows that the

soil is slightly neutral to moderately alkaline in nature. Soil texture is silt loam in all the villages. Organic

Matter ranges from 0.63 to 0.87 % in the soil samples. Total nitrogen ranges from 136.59 to 192.47 kg/ha,

indicates that nitrogen is in good quantity in this soil, Phosphorous is present in the range of 32.91 to 49.49

kg/ha which is in medium amount, whereas the potassium is found to be ranging from 62.22 to 284.5 Kg/ha

which is in a less to average range amount.





11.4.2 Biological Environment

Flora: Most common species found in the area are Azadirachta indica (Neem), Syzygium cumini (Jamun),

Terminalia arjuna (Arjun), Mangifera indica (Mango), Calotropis procera (Aak),

Fauna: Commonly found species in the study area are Macaca mulata (Monkey), Funambulus pennanti (Five

stripped palm squirrel), Rattus rattus (Common house rat), Columba livia(Pigeon).

11.4.3 Socio-Economic Environment

The population as per 2011 Census records is 293991 for the study area. Scheduled Caste fraction of the

population of the study area (10 km) is 18.63% and Scheduled Tribe is 0.03%. Percentage of literacy is

65.06% and that of workers engaged in occupation is 31.61%. Of these, 74% are main workers and 26% are

marginal workers. Non working population is 68.39%.

11.5 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 below:

Table - 11.5

Frequency and location for post-project monitoring

S. No. Description Frequency of Monitoring Locations of Monitoring

1 Ambient Air Quality As per EC/CTO condition 3-4 Location in and around plant site

2 Stack Monitoring Continuous monitoring Plant Site (Boiler stack)

3 Ground water quality As per EC/CTO condition In and around the plant site

4 Effluent quality (CPU) Daily (In house laboratory) ETP outlet

5 Noise Level Monitoring As per EC/CTO condition In & around the plant site

6 Soil Quality Yearly In & around the plant site

7 Medical checkup of employees Yearly Nearby hospitals/dispensary

11.6 ADDITIONAL STUDIES

Additional Studies conducted as per ToR Letter no. J-11011/354/2013-IA II (I) dated 30th November, 2018

issued by MoEFCC, New Delhi are Public Consultation, Risk Assessment and Hazard Management. Public

hearing for Expansion project was conducted on 10th July, 2019 at 11:00 am at Plant site, Village Jangraulipul,

Tehsil Pilibhit, District Pilibhit, Uttar Pradesh.

11.7 PROJECT BENEFITS

The distillery project of LH Sugar Factories Limited - Distillery Division will result in growth of the

surrounding areas by increasing direct and indirect employment opportunities in the region including

ancillary development and supporting infrastructure. Development of social amenities will be in the form of

medical facilities, education to underprivileged and creation of self-help groups. The Uttar Pradesh state will

get revenues in terms of taxes and local people will get direct & indirect employment. Business opportunities

for local community will be available. No adverse effect on environment is envisaged as proper mitigation

measures will be taken up for the same. As per circular dated 1st May, 2018 on Corporate Environment

Responsibility (CER), the company will allocate Rs. 105 Lakhs i.e. maximum percentage of total project cost

(Rs. 107.10 Crores) towards CER and undertake measures and activities that will raise the socio-economic

status of the area along with environment benefits attainment.





11.8 ENVIRONMENT MANAGEMENT PLAN

Following mitigation measures will be adopted by the company to minimize the impact of project on the

surrounding environment:

Table - 11.6 Environmental Management Plan

Particulars Details

Air Quality Management

• Bag Filter with stack of adequate height (65 m) has been installed with the boiler (23 TPH) to control the particulate and gaseous emissions, as per CPCB guidelines.

• Bag Filter with stack of adequate height (84 m) will be installed with the proposed boiler (56 TPH) to control the particulate and gaseous emissions due to combustion of fuel.

• CO2 generated during the fermentation process is being/will be collected by utilizing CO2 scrubbers and sold to authorized vendors.

• All the roads are concreted to control the fugitive dust emissions.

• Online Stack Monitoring system is already in place and operational and will eb installed for the proposed boiler.

• Greenbelt is being/will be developed/made dense all around the plant boundary and the same will be maintained.

Water Management

• The distillery is being /will be based on “ZERO EFFLUENT DISCHARGE”.

• Spent Wash: Spent wash generated from the analyzer column during the operation, is being / will be concentrated in integrated & standalone Multi – Effect Evaporator (MEE) and transferred for complete incineration in a special boiler designed for spent wash. Hence, the complete spent wash is being / will be concentrated & incinerated.

• Process Condensate: Process condensate from MEE is being / will be treated in CPU and recycled to process and cooling tower makeup.

• Spent Lees: The spent lees is being/will be completely used in process.

• Domestic waste water generated from the plant is being/will be treated in STP (25 KLPD) and utilized in greenbelt development.

Noise Management

• Personal Protective Equipment like earplugs and earmuffs is being / will be provided to the workers exposed to high noise level.

• D.G. sets are being /will be provided with acoustic to control the noise level within the prescribed limit.

• Proper maintenance, oiling and greasing of machines at regular intervals is being / will be done to reduce generation of noise.

• Proper greenbelt & plantation has been developed and the same will be further developed and maintained in future.

• Regular monitoring of noise level is being / will be carried out and corrective measures in concerned machinery are being/will be adapted accordingly to the possible extent

Solid Waste Management

• Spent wash generated is being/ will be concentrated in Multi-effect evaporator and then used as fuel in boiler.

• Sludge is being / will be used as manure (given to the farmers for soil amendment) or burnt in boiler.

• Fly ash generated from the boiler is being / will be utilized for brick manufacturing/ soil amendment/converted to ash granules to be used as potash fertilizer.





Odor Management

• Adequate odour absorbing greenbelt all around the periphery of the plant.

• Application if incineration instead of bio-composting nullifies odour problems.

• Efficient CO2 scrubbing to avoid carryover of alcohol vapours & other fumes.

• Regular steaming of all fermentation equipment.

• Longer storages of any product/by-products are being / will be avoided & use of efficient biocides to control bacterial contamination.

• Regular use of disinfectants in the drains to avoid generation of putrefying micro-organisms.

Greenbelt Development and Plantation

• Out of the total plant area of 11.74 ha, ~33% i.e., 3.9 hectares (9.6 acres) has been already developed under greenbelt & plantation.

• Greenbelt has been developed as per Central Pollution Control Board (CPCB) guidelines.

• Native plant species is being / will be planted in consultation with local horticulturist.

• Greenbelt will be made dense during and after expansion in and around plant periphery.

Occupational health and safety

• Occupational health surveillance program is being/ will be taken as a regular exercise for all the employees and their records maintained.

• Proper storage and handling precautions are being/ will be taken. The storage area is/ will be kept cool, dry and well ventilated and away from the source of heat, flame or oxidizers.

• Use of Personal Protective Equipment (PPEs) are being/ will be encouraged. Proper training program on use of PPEs, characteristics of the material handled and safety precautions are being/will be arranged.

• Fire safety measures are already incorporated within the factory premises. All the fire extinguishing media such as water, dry chemicals, CO2, sand, dolomite, foam, etc. is being kept in vital locations.

• Mock drill is being/ will be arranged for the worker to test the effectiveness of the training program time to time and the way to react in case of emergency,

• Safety precautions are being/ will be displayed in the premises on the banners, boards, etc.

11.9 CONCLUSION

The expansion project will prove beneficial to the local people as more infrastructure development,

improvement in education and health facilities, roads, availability of drinking water, etc. in near-by villages

will be done. There will be increase in revenue generation to the government by way of royalty, excise and

government taxes etc.

There will be no significant impact on the area, as adequate preventive measures are being/will be adopted

to maintain the various pollutants within permissible limits. Regular monitoring of all the components of

environment is being / will be done. Increased social welfare measures taken by the company will bring

development in near-by villages.

Greenbelt development around the area is being /will be also taken up as an effective pollution mitigation

technique, as well as to control the pollutants released from the premises of LH Sugar Factories Limited-

Distillery Division.

Greenbelt development around the area is being /will be also taken up as an effective pollution mitigation

technique, as well as to control the pollutants released from the premises of industry.



Chapter - XII of Final EIA / EMP Report


CHAPTER-XII

DISCLOSURE OF THE CONSULTANTS ENGAGED

The consultant engaged with this project is J.M. EnviroNet Pvt. Ltd. (JMEPL), established in the year 1993. JM—in the

name of company—is Jharkhand Mahadev, derived from the name of ‘Lord Shiva’ temple located at Queens Road, Vaishali

Nagar, Jaipur, Rajasthan.

The company’s registered office is at Jaipur Centre, 403, 4th Floor, B2 Bye Pass, Tonk Road, Jaipur, 302018 (Rajasthan) and

corporate office is at 202-A, ABW Tower, MG Road, IFFCO Chowk, Sector 25, Gurugram (Haryana).

J.M. EnviroNet Pvt. Ltd. is an ISO-9001: 2015 certified company. The company is accredited by National Accreditation

Board for Education and Training (NABET)-Quality Council of India.

J.M. EnviroNet Pvt. Ltd. is listed at serial no. “97” 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 9th March,

2020.

JMEPL is offering Environmental Consultancy Services in various sectors viz. 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 senior executives / Heads of the EIA Division, we have Former

General Managers of the Reputed Cement Companies, Ex-Head EIA Division of big Business Group, STP and ETP Designing

Experts, Senior Mining and Geology Experts with vast experience in their respective fields.

The company’s services are spread over 22 States viz.: Andhra Pradesh, Kerala, Gujarat, Maharashtra, Orissa, Tamil Nadu,

Goa, Jammu and Kashmir, Himachal Pradesh, Punjab, Haryana, Delhi, Rajasthan, Uttar Pradesh, Madhya Pradesh,

Chhattisgarh, Assam, West Bengal, Karnataka, Jharkhand, Bihar and Uttarakhand.

JMEPL outsources its laboratory services from J.M. EnviroLab Pvt. Ltd., an Environmental Laboratory at Gurgaon (Haryana)

approved under EPA (Environment Protection Act) from the Ministry of Environment, Forest and Climate Change, Govt. of

India, New Delhi and by the National Accreditation Board for Testing and Calibration Laboratories, Government of India

(NABL). This 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.

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