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Environmental Impact Assessment for
Expansion of Ferro Alloys unit Production (Addition of 2 x 9 MVA Submerged Electric Arc Furnace)
at Plot No.368, APIIC Growth Centre, Bobbili Village & Mandal,
Vizianagaram District, Andhra Pradesh
Season : December 2016 to February 2017
Project Proponent: M/s. Berry Alloys Limited
Plot No.368, APIIC Growth Centre, Bobbili Village & Mandal, Vizianagaram District, Andhra Pradesh.
Environment Consultant:
Sri Sai Manasa Nature Tech Pvt. Ltd., QCI/NABET Accredited Vide S. No. 137, (Dated 05.02.2018 displayed on NABET website )
Plot No. 74/A, Flat No 102, Central Bank Building Kalyan Nagar, Hyderabad 500038
E-mail: [email protected] , web: www.ssmntgroup.comContact no. 040-2316333, Fax No.: 040-23816222
February 2018
File no.: J-11011/1129/2007-IA-II(I)
FINAL REPORT AFTER PUBLIC HEARING
DECLARATION OF CONSULTANT
Declaration by Experts contributing to the EIA report for M/s. Berry Alloys Limited Expansion of Ferro Alloys unit Production (Addition of 2 x 9 MVA Submerged Electric Arc Furnace) at Plot No.368, APIIC Growth Centre, Bobbili Village & Mandal, Vizianagaram District, Andhra Pradesh. 3(a) Metallurgical industries (ferrous & non ferrous) Category-"A" As per EIA Notification 2006 and its Amendment there of. I, hereby, certify that I was a part of the EIA team in the following capacity that developed the above EIA. EIA Coordinator Mr. Vipin Kumar
Signature
Date
Period of involvement Contact information
16/05/2018
December 2016 to May 2018
Functional Area Experts
S.No.
1.
2.
3.
4.
5.
Functional areas
AP
WP
SHW
SE
EB
Name of Expert
Mr. Vipin Kumar
Dr. CH Rajani Kumari
Ms. Reshma Thakur
Mr. A.Mohan Reddy
Dr. CH Rajani Kumari
Involvement (period and task)
Site visits followed by selection of monitoring locations, Supervision of air quality monitoring, Identification of probable impacts of different air emission from the plants/ facilities proposed, suggesting most suitable control device and contribution to EIA documentation. Site visit & supervision & checking of sampling locations for surface water & Ground water samples & their analysis results, Water use auditing, water balance, water budgeting, water conservation and developing scheme for reuse of water, identification of impacts, finalization of mitigation measures and contribution to EIA documentation. Identification of waste generated from the site, confirming adequacy of mitigation measures for management of hazardous waste and contribution to EIA documentation Conducting baseline socio-economic surveys through interviews/ questionnaire from the surrounding area/villages of the proposed project, impact identification and mitigation measures for incorporating to EIA documentation Site visit and conduct of ecological survey and preparation of status report for rare endangered and threatned species of animals and plants and also species protected under national laws, assessment of the impacts of proposed project activities on the biological environment and contribution to EIA documentation
Signature and Date
S. No.
6.
7.
8.
9.
10.
11.
12.
Functional areas
HG
GEO
SC
AQ
NV
LU
RH
Name of Expert
Mr. N.H. Reddy
Dr. N.H. Reddy
Mr. Sunderao Duggaraju
Mr. Subramanyam Adapa
Mr. Subramanyam Adapa
Mr. Subramanyam Adapa
Mr. K. Raji Reddy
Involvement (period and task)
Understanding and representing groundwater conditions, supervision of groundwater sampling locations,
Signature and Date
finalization of survey findings, /\/ ��identification of impacts, suggestion of mitigation measures and contribution to the EIA documentation Identification of impacts, suggestion of mitigation measures and /\/ �..t.-':t-contribution to the EIA documentation cl Site visits followed by selection of monitoring locations, Supervision of soil quality monitoring, Identification of probable impacts of different air emission from the plants/ facilities proposed, suggesting most suitable control device and contribution to EIA documentation. Evaluation of meteorological data with collected secondary data, modeling
)
and prediction, identification of J7o ..., t,.,
impacts, finalization of mitigation I �- S:, measures and contribution to EIA � · documentation Checking of noise sampling results, .,. J � analysis of data, identification of I L , �. OU I � impacts and mitigation measures, and 'f? / contribution to EIA documentation. Generation and analysis of data related to land use pattern. Development of landuse maps of study area using ArcGIS / related tools, site visit for ground truth survey, finalization of landuse maps, contribution to EIA documentation. Identification of hazards and hazardous substances Preparation of impacts diagrams & mitigation measures, preparation of disaster management plan, contribution to EIA documentation.
Declaration by the Head of the Accredited Consultant Organization/ authorized person
I, Dr. CH Rajni Kumari, hereby, confirm that our experts prepared the EIA report for M/s. Berry Alloys Limited (Expansion of Ferro Alloys unit Production (Addition of 2 x 9 MVA Submerged Electric Arc Furnace Plot No.368, APIIC Growth Centre, Bobbili Village & Mandal, Vizianagaram District, Andhra Pradesh. I also confirm that I shall be fully accountable for any mis-leading information mentioned in this statement.
Signature ��a.,_�- �
Name Designation Name of the EIA Consultant Organization
NABET Certificate No. & Valid Date
Dr. CH Rajani Kumari
Mainaging Director
Sri Sai Manasa Nature Tech Pvt. Ltd. Plot No. 7 4/A, Flat No. 102, Central Bank Building, Kalyan Nagar, Hyderabad -500038 NABET/EIA/1518/RA 017 - Nov 18, 2018
Draft EIA for Expansion in Production of Ferroalloys Unit by Adding 2 x 9 MVA submerged Electrical Arc Furnace M/s. Berry Alloys Limited
Sri Sai Manasa Nature Tech (P) Ltd., Hyderabad i
CONTENTS
S. No Chapters Page. No. 00 EXECUTIVE SUMMERY ES1-ES13 1.0 INTRODUCTION CH1-1 1.1 Purpose of the Report CH1-1 1.2 Identification of Project & Project Proponent CH1-1 1.3 Project Cost CH1-2 1.4 Nature, Size and Location of Project Site CH1-2 1.5 Project Importance CH1-7 1.6 Scope of Study CH1-7
1.6.1 Methodology of REIA CH1-8 1.6.2 Micro Meteorology CH1-9 1.6.3 Ambient Air Quality CH1-9 1.6.4 Noise Environment CH1-10 1.6.5 Water Environment CH1-10 1.6.6 Land Environment CH1-10 1.6.7 Biological Environment CH1-10 1.6.8 Socio- Economic Environment CH1-10 1.6.9 Prediction of Impacts, Environmental Management Plan & Disaster
Management Plan CH1-11
1.7 Compliance to The Terms of Reference CH2-12 2.0 PROJECT DESCRIPTION CH2-1 2.1 Type of Project CH2-1 2.2 Need for the Project CH2-1 2.3 Location of the Project & Site Layout CH2-1 2.4 Size or Magnitude of Operation CH2-4 2.5 Raw Material Requirement CH2-5
2.5.1 Material Balance CH2-6 2.5.2 Source of Raw Materials CH2-6 2.6 Utilities CH2-6
2.6.1 Water Requirement CH2-6 2.6.2 Land Requirement CH2-7 2.6.3 Power Requirement CH2-7 2.6.4 Man Power Requirement CH2-8 2.7 Technology and Process Description CH2-8
2.7.1 Basic Process CH2-8 2.8 Plant Facilities & Other Requirements CH2-13
2.8.1 Raw Material Receipt and Storage Yard CH2-13 2.8.2 Raw Material Handling System CH2-13 2.8.3 Submerged Electrical Arc Furnace for proposed Expansion CH2-13 2.8.4 Hot Metal Handling CH2-14 2.8.5 Control & Instrumentation (C & I) CH2-14 2.8.6 Utilities & Services CH2-14 2.9 Pollution Control Equipment and Its Description CH2-16
2.10 Project Implementation Schedule CH2-18 3.0 DESCRIPTION OF ENVIRONMENT CH3-1 3.1 Study Area, Period, Components & Methodology CH3-1
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S. No Chapters Page. No. 3.1.1 Study Area CH3-1 3.1.2 Study Period CH3-1 3.1.3 Environmental Components CH3-1 3.1.4 Methodology CH3-1 3.2 Baseline Environment CH3-3
3.2.1 Micro Meteorology Of Study Area CH3-3 3.2.2 Wind Pattern During Study Period (From December 2015 – February
2016) CH3-3
3.3 Ambient Air Quality CH3-5 3.3.1 Identifications Of Various Industrial Operations In The Study Area CH3-5 3.3.2 Topography / Terrain And Sensitive Areas Of The Study Area CH3-5 3.3.3 Identification of Ambient Air Quality Monitoring Stations CH3-5 3.3.4 Sampling & Testing Methodology CH3-6 3.3.5 Analysis Of Baseline Concentrations CH3-6 3.4 Noise Environment CH3-9 3.5 Water Environment CH3-12 3.6 Land Environment CH3-17
3.6.1 Soil Quality CH3-17 3.7 Geology and Hydrogeology CH3-20
3.7.1 General CH3-20 3.7.2 Physiography and Drainage CH3-20 3.7.3 Geology CH3-20 3.7.4 Geomorphology and Geohydrology CH3-21 3.7.5 Soil and Land use CH3-21 3.7.6 Geotechnical Characteristics and Natural Hazards CH3-21
3.8 Land Use Studies CH3-21 3.8.1 Objectives CH3-21 3.8.2 Methodology CH3-22 3.8.3 Land use Based on Secondary Data CH3-22 3.9 Ecology CH3-25
3.9.1 Introduction CH3-25 3.9.2 Methodology CH3-25 3.9.3 Terrestrial Ecological Status CH3-25 3.9.4 Endangered Animals CH3-27 3.10 Socio-Economic Survey CH3-27
3.10.1 Methodology Adopted for the Study CH3-27 3.10.2 Review of Demographic and Socio-Economic Profile- 2011 CH3-27 3.10.3 Demography CH3-28 3.11 Traffic Survey CH3-29 4.0 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES CH4-1 4.0 Introduction CH4-1 4.1 Impacts During Construction Phase CH4-2
4.1.1 Impact on Air Quality CH4-2 4.1.2 Impact on Water CH4-2 4.1.3 Impact on Noise CH4-2 4.1.4 Impact on Land Use CH4-3 4.1.5 Impact on Soil Quality CH4-3 4.1.6 Impact on Ecosystem CH4-3 4.1.7 Mitigation Measures during Construction Phase CH4-4
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S. No Chapters Page. No. 4.1.8 Facilities for Construction Workforce CH4-5 4.2 Impact during Operational Phase CH4-5
4.2.1 Impact on Land Use CH4-5 4.2.2 Impact on Soil Quality CH4-6 4.2.3 Impact on Topography CH4-6 4.2.4 Impact on Air Environment CH4-6 4.2.5 Stack Height Estimation CH4-8 4.2.6 Meteorological Data CH4-8 4.2.7 Application Of Iscst3 For Prediction Of Ground Level Concentration CH4-9 4.2.8 Noise Environment CH4-14 4.2.9 Water Environment CH4-18
4.2.10 Solid Waste Generation CH4-18 4.2.11 Traffic Details CH4-18 4.2.12 Rain Water Harvesting /Recharge Plan CH4-19 4.2.13 Socio-economic Impacts CH4-19
5.0 ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) CH5-1 5.1 Analysis of Alternative Technology CH5-1 5.2 Analysis of Alternative Sites CH5-1 6.0 ENVIRONMENTAL MONITORING PROGRAM CH6-1 6.0 Introduction CH6-1 6.1 Environmental Monitoring CH6-1 6.2 Monitoring Points / Locations And Components CH6-1 6.3 Monitoring Parameters and Frequency CH6-2 6.4 Monitoring Methodologies CH6-2 6.5 Reporting and Documentation CH6-2 6.6 Budget and Procurement Schedule CH6-3 7.0 ADDITIONAL STUDIES CH7-1 7.0 Introduction CH7-1 7.1 Risk Assessment CH7-1
7.1.1 Risk during Construction Phase CH7-1 7.1.2 Risk during Operational Phase CH7-4
7.1.3 Risk Analysis Methodologies CH7-4 7.2 Potential Risk Area Assessment in Ferro Alloys Plant CH7-8
7.3 Disaster Management Plan CH7-8 7.3.1 Definition CH7-8 7.3.2 Scope CH7-8 7.3.3 Objective CH7-8
7.3.4 Identification of Hazards CH7-9 7.3.5 Safety Measures for Storage and Handling of Chemicals CH7-9
7.4 Emergency Planning CH7-10 7.4.1 General CH7-10 7.4.2 Emergency Planning for Disaster due to Fire CH7-11 7.4.2.1 Classification of Fire CH7-11 7.4.3 Need of Establishing a Fire Fighting Group CH7-11 7.4.4 Inspection CH7-12 7.4.5 Procedure for Extinguishing Fire CH7-12 7.4.6 Fire Fighting with Water CH7-12
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S. No Chapters Page. No. 7.4.7 Sources of Water for Fire Fighting CH7-12 7.4.8 Fire Fighting with Fire Extinguishers CH7-12 7.5 On–Site Emergency Plan CH7-13
7.5.1 Introduction CH7-13 7.6 Preparation of Plan CH7-13 7.6.1 Alarm System CH7-13 7.6.2 Communication CH7-13 7.6.3 Fire Protection System CH7-14
7.6.3.1 Fire Fighting System CH7-14 7.6.4 First Aid CH7-14 7.6.5 Security CH7-15 7.6.6 Safety CH7-15 7.6.7 Evacuation Procedure CH7-15 7.6.8 Emergency Control Center CH7-15 7.6.9 Communication Equipments and Alarm Systems CH7-16
7.6.9.1 Sirens CH7-16 7.6.10 Personal Protective Equipments CH7-17 7.6.11 Procedure for Testing and Updating the Plan CH7-18 7.6.12 Disclosure of Information to Worker and Public Awareness System in
Existence and Anticipated CH7-18
7.7 Off-Site Emergency Preparedness Plan CH7-19 7.8 Occupational Health and Safety CH7-22 7.9 Public Consultation CH7-26 8.0 PROJECT BENEFITS 8.0 Introduction CH8-1 8.1 Improvement in Physical Infrastructure CH8-1 8.2 Improvement in Social Infrastructure CH8-1 8.3 Employment Potential CH8-2 8.4 Other Tangible Benefits CH8-2 9.0 ENVIRONMENTAL COST BENEFIT ANALYSIS 9.0 Introduction CH9-1
10.0 ENVIRONMENTAL MANAGEMENT PLAN CH10-1 10.0 Introduction CH10-1 10.1 Pollution Control System CH10-2
10.1.1 Air Environment CH10-2 10.1.2 Action Plan to Control Fugitive Emission CH10-2 10.1.3 Waste Water Environment CH10-3 10.1.4 Solid Waste Environment CH10-3 10.1.5 Noise Environment CH10-3 10.1.6 Green Belt Development CH10-3
10.1.6.1 Eco System CH10-4 101.6.2 Plantation Techniques CH10-5 10.1.6.3 Aftercare and Monitoring CH10-5 10.1.6.4 Baseline data and Potential Impacts of the Study Area CH10-5 10.1.6.5 Recommendation on Green Belt Development CH10-6 10.1.7 Occupational Health and Safety CH10-8 10.1.8 Personnel Protective Equipments CH10-8
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S. No Chapters Page. No. 10.2 Overall Recommendation and Implementation Schedule CH10-10
10.2.1 Introduction CH10-10 10.2.2 Implementation Schedule and Environmental Management Cell. CH10-10 10.2.3 Budget for Implementation Environment Management Plan CH10-11 10.2.4 Budget for CSR Activity CH10-11 11.0 SUMMARY AND CONCLUSION CH11-1 11.0 Introduction CH11-1 11.1 Environmental Clearance CH11-1 11.2 Terms of Reference CH11-1 11.3 Brief Description of Project CH11-1 11.4 Mitigation Measures CH11-2
11.4.1 Air Pollution Control Measures CH11-2 11.4.2 Water Quality Management CH11-2 11.4.3 Noise Pollution Control CH11-2 11.4.4 Greenbelt Development and Plantation CH11-3 11.5 Conclusion CH11-3 12.0 DISCLOSURE OF CONSULTANT CH12-1
ANNEXURE 1 Terms of Reference 2 EC Compliance Report 3 Existing EC Letter 4 Existing CFO Letter 5 Map of Industrial Area 6 List of Major Industries in Surrounding 7 Safety Health and Environment Policy of Company 8 AAQ Data 9 Socio economic Impact Report
10 Public Hearing Details
LIST OF FIGURES
Figure 1.1 Location Map CH1-4 Figure 1.2 Google Image of the Project Site CH1-5 Figure 1.3 10 KM Study Area Map of the Project Site CH1-6 Figure 2.1 Plant Layout CH2-2 Figure 2.2 Site Photographs CH2-3 Figure 2.3 Process Flow Chart of Ferro Alloy Project CH2-8 Figure 2.4 Typical Manufacturing Process of Ferro Manganese CH2-11 Figure 2.5 Typical Manufacturing Process of Silico Manganese CH2-12 Figure 3.1 Environmental Parameters Sampling Photographs CH3-2 Figure 3.2 Wind Rose Diagram CH3-4 Figure 3.3 Ambient Air Quality Monitoring Stations CH3-7 Figure 3.4 Noise Monitoring Locations CH3-11 Figure 3.5 Water Sampling Locations Map CH3-16 Figure 3.6 Soil Sampling Locations Map CH3-19 Figure 3.7 Pie Diagram for Land Use Pattern in the Study Area CH3-22
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Figure 3.8 FCC map of the 10 Km Study Area CH3-23 Figure 3.9 Landuse Map of the Study Area CH3-24 Figure 4.1 Ground Level Concentrations of PM CH4-12 Figure 4.2 Ground Level Concentrations of NOx CH4-13 Figure 4.3 Noise Dispersion Contour CH4-16 Figure 7.1 Emergency Control Plan CH7-17
Figure 10.1 Greenbelt/Green Cover Plan CH10-7 Figure 10.2 Environmental Management Cell CH10-10
LIST OF TABLES
Table 1.1 Project Details CH1-2 Table 1.2 Environmental Attributes And Frequency Of Monitoring CH1-11 Table 2.1 Salient Features of the Project Site CH2-4 Table 2.2 Existing and Proposed Products Quantities CH2-5 Table 2.3 Raw Material Characteristics CH2-5 Table 2.4 Ferro Manganese Material Balance CH2-6 Table 2.5 Silico Manganese Material Balance CH2-6 Table 2.6 Material Balance for Production CH2-6 Table 2.7 Water Requirement CH2-7 Table 2.8 Land Break Up Details CH2-7 Table 2.9 Noise Generating Sources CH2-17 Table 3.1 Climatological Data (IMD Based) CH3-3 Table 3.2 Site Specific Climatological Data (December 2016 to February 2017) CH3-4 Table 3.3 Ambient Air Quality Monitoring Stations CH3-5 Table 3.4 Sampling and Testing Methodology CH3-6
Table 3.5(A) Particulate Matter – PM10 CH3-8
Table 3.5(B) Particulate Matter – PM2.5 CH3-8
Table 3.5(C) Sulphurdioxide - SO2 CH3-8
Table 3.5(D) Oxides of Nitrogen – NOx CH3-8 Table 3.5(E) Carbon Monoxide – CO CH3-9 Table 3.5(F) Ammonia – NH3 CH3-9 Table 3.5(G) Ozone – O3 CH3-9
Table 3.6 Ambient Noise Quality Monitoring Stations CH3-10 Table 3.7 Noise Levels during Study Period CH3-10 Table 3.8 Water Sampling Locations CH3-12 Table 3.9 Ground Water Quality CH3-12
Table 3.10 Surface Water Quality CH3-13 Table 3.11 Soil Sampling Locations CH3-17 Table 3.12 Soil Quality Results CH3-17 Table 3.13 Land Use Pattern of the Study Area CH3-22 Table 3.14 Class Wise Distribution of Plant Species CH3-26 Table 3.15 Distribution of Population CH3-28 Table 3.16 Distribution of Population by Social Structure CH3-28
Draft EIA for Expansion in Production of Ferroalloys Unit by Adding 2 x 9 MVA submerged Electrical Arc Furnace M/s. Berry Alloys Limited
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Table 3.17 Distribution of Literate and Literacy Rates CH3-29 Table 3.18 Highways in the Study Area CH3-29 Table 3.19 Nos. of Vehicles Per Day CH3-30 Table 4.1 Noise Limits For Appliances And Equipments CH4-3 Table 4.2 Nature of Emission And Pollutant CH4-6 Table 4.3 Emission Details of Proposed Furnace CH4-7 Table 4.4 Overall Scenarios Within Study Area CH4-10
Table 4.5 (A) Impact on AAQ locations CH4-10 Table 4.5 (B) Impact on AAQ locations CH4-11
Table 4.6 Expected Noise Levels From Different Units CH4-15 Table 4.7 Permissible Noise Levels CH4-15 Table 4.8 Rain Water Harvesting/Recharge Details CH4-18 Table 6.1 Post Project Environmental Monitoring Locations CH6-1 Table 6.2 Parameters and Frequency for Post Project Environmental
Monitoring CH6-2
Table 6.3 Environment Monitoring Budget CH6-3 Table 7.1 Risk and Mitigation Measures during the Construction Phase CH7-1 Table 7.2 Potential Risk Area inside the Plant CH7-8 Table 7.3 Contact details for Emergency purposes CH7-18
Table 10.1 Action Plan to Control Fugitive Emissions CH10-3 Table 10.2 Specific Plantation for the distillery Unit CH10-6 Table 10.3 EMP Budget CH10-11 Table 10.4 Cost of CSR Activity CH10-11
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Draft EIA for Expansion in Production of Ferroalloys Unit by Adding 2 x 9 MVA submerged Electrical Arc Furnace M/s. Berry Alloys Limited
Sri Sai Manasa Nature Tech (P) Ltd., Hyderabad CH1-1
CHAPTER 1 INTRODUCTION
1.1 PURPOSE OF THE REPORT
M/s Berry Alloys Limited (BAL) is ferroalloys manufacturing facility at plot no 368, APIIC growth
center, Bobbili, Vijayanagaram district, Andhra Pradesh. BAL proposes expansion of existing
manufacturing unit for Ferro Alloys Manufacturing. It is proposed to set up the additional 2 x 9
MVA MVA Electric Arc Furnace along with Existing 4 x 9 MVA Electric Arc Furnace.
The existing project was accorded environmental clearance vide Lr.no. J- 11011/ 1129/ 2007-
IA-II (I) dated 7th July 2017 Consent to Operate was accorded by AP State pollution Control
Board vide lr. no. APPCB/ VSP/ VZM/ 160/ HO/ CFO/ 2015 - 3602 dated 05.08.2015 validity of
CTO is up to 31st Aug. 2018.
The Furnace details of existing plant, proposed expansion and total capacity after proposed
expansion is as follows:
Product Existing Quantity Proposed Quantity After Expansion
Electric Arc Furnace 4 X 9 MVA 2 X 9 MVA 6 X 9 MVA
In view of the above BAL had made online application vide proposal no.
IA/AP/IND/71918/2017 dated 29th December 2017 along with the application in prescribed
format (Form-I), copy of pre-feasibility report and proposed ToRs for undertaking detailed EIA
study as per the EIA Notification, 2006 for the project mentioned above. The proposed project
activity is listed at Sl. No. 3(a) Metallurgical industries (ferrous & non-ferrous) under Category
“A” EIA Notification, 2006 and the proposal is appraised at Central level.
The Expert Appraisal Committee considered the project in the 28th meeting held on February
5th to 7th, 2018 and prescribed Terms of References is incorporated in the EIA report
(Annexure 1).
The Environmental Impact Assessment (EIA) report preparation and the corresponding work
are entrusted to our Environmental consultant M/s Sri Sai Manasa Nature Tech Pvt. Ltd. Earlier
granted on 7th July 2017 was based on the EIA prepared using the baseline data collected during
winter season i.e. from Dec.2016 to Feb.2017. Since the data is not older than three years BAL
requested to EAC to consider the same baseline data. Accordingly EAC permitted to use the
baseline data for preparation of EMP subject to not older than Three year at the time of Appraisal
of the project.
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1.2 IDENTIFICATION OF PROJECT & PROJEC PROPONENT PROJECT: The proposed project is expansion in production of ferroalloys adding 2 x 9 MVA submerged
Electrical Arc Furnace. After expansion total Furnace capacity will be 6 x 9 MVA.
Product Details
Product Existing Quantity Proposed Quantity After Expansion Ferro Manganese 86400 TPA or 43200 TPA or 129600 TPA or Silico Manganese 72000 TPA or 36000 TPA 108000 TPA or Ferro Silica 25200 TPA or - 25200 TPA or
Ferro Chrome 36000 TPA - 36000 TPA Project Proponents
The project proponents are M/s. Berry Alloys Limited, incorporated in 2007 under companies
act 1956 with their registered office at Suit No: 308, Ashoka House, 3A, Hare Street, Kolkata –
700001.
1.3 PROJECT COST
The estimated project cost of the proposed expansion is Rs. 12.0 crores out of which Rs. 50.00
Lakhs will be incurred for implementing the EMP and 30 lakhs for ECR activities.
1.4 NATURE, SIZE AND LOCATION OF PROJECT SITE
The proposed project is an expansion project for manufacturing Ferro Alloys. The proposed
project is categorized as major enterprise based on its cost according to Department of
Industries, Andhra Pradesh. The production quantity of the additional expansion project is
Ferro Manganese – 43200 TPA (OR) Silico Manganese – 36000 TPA. The proposed project is to
be located in the existing project site at Plot No: 368 APIIC Industrial Growth Centre Bobbili,
Vizianagaram District, Andhra Pradesh. Details of the project are given in Table 1.1. The project
location map is given in Figure 1.1, Google image of the project is given in Figure 1.2 and 10 km
study area map is given in Figure 1.3.
Table 1.1: Project Details
Details of the Study Area
District & State Vizianagaram, Andhra Pradesh
Mandal Bobbili
Land use Industrial
Topography of the Area Gently Plain
Soil Type Red Soil
Land Availability 13.42 Acres
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Latitude 18o32’25” North Longitude 83o20’37” East
General Climatic Conditions
Average Maximum Temperature 45o C Average Minimum Temperature 16o C
Annual Rainfall 968.8 mm
Relative Humidity 65 – 75%
Wind period
Pattern during the study Predominantly Southwest followed by South East & North East.
Accessibility Nearest Highway About 65 kms Nearest Railway Station Bobbili Railway Station –3kms
Nearest Airport Vishakapatnam – 80 kms
Nearest City Visakhapatnam - 80 kms
Nearest Village Bujarayalavalasa– 1.0 km
Historical / Important Places within Study area Archaeologically Important Site Nil Historically Important Site Bobbili Fort – 4.0 kms Sensitive Places Nil Sanctuaries / National Parks Nil Forest Area Nil
Draft EIA for Expansion in Production of Ferroalloys Unit by Adding 2 x 9 MVA submerged Electrical Arc Furnace M/s. Berry Alloys Limited
Sri Sai Manasa Nature Tech (P) Ltd., Hyderabad CH1-4
Draft EIA for Expansion in Production of Ferroalloys Unit by Adding 2 x 9 MVA submerged Electrical Arc Furnace M/s. Berry Alloys Limited
Sri Sai Manasa Nature Tech (P) Ltd., Hyderabad CH1-5
Figure 1.1: Location Map of the Project Site
Draft EIA for Expansion in Production of Ferroalloys Unit by Adding 2 x 9 MVA submerged Electrical Arc Furnace M/s. Berry Alloys Limited
Sri Sai Manasa Nature Tech (P) Ltd., Hyderabad CH1-6
Figure 1.2: Google Image of the Project Site
Draft EIA for Expansion in Production of Ferroalloys Unit by Adding 2 x 9 MVA submerged Electrical Arc Furnace M/s. Berry Alloys Limited
Sri Sai Manasa Nature Tech (P) Ltd., Hyderabad CH1-7
Figure 1.3: 10 KM Study Area Map of the Project Site 1.5 PROJECT IMPORTANCE TO THE COUNTRY
Ferro alloys, in particular Ferro-manganese and Silico-manganese are used by steel and
stainless steel industry. In steel industry, the above mentioned Ferro-alloys are used as de-
oxidizing agents and to improve the properties of steel for different applications. Demand for
Ferro-manganese, medium carbon silicon-manganese and low carbon Silico-manganese has
gone up due to usage of these Ferro-alloys in stainless steel.
Ferro alloy industry, which is totally dependent on the steel industry in the country, has
touched another mile stone in production as well as exports. The overall production has
increased considerably during 2006-07 and achieved a record highest production of 2.00
million tons as compared to 1.65 million tons in 2005-06, registering a growth of 21.21 % due
to higher domestic consumption, exports and increase in steel production. The units have
continued to register profitability over the previous year.
The increasing demand in carbon steel and stainless steel within the country and globally is a
welcome sign for the Ferro alloy industry for the coming years. Consumption of manganese
alloys and chrome alloys have increased considerably in line with increase in steel and stainless
steel production, and is expected to increase further with higher growth rate in both the steel
sectors.
According to the Indian Ferro Alloy Producers Association (IFAPA), the ferroalloy industry
continued to be affected by recession with sluggish demand and constraints of high power
tariff anti-dumping duty on input material, reductants, and anti-dumping duty on exports of
ferroalloys.
The signs of revival in the fortunes of the steel industry, both globally and domestically, has
brought cheer to a largely neglected industry — ferroalloys — whose fortunes are inextricably
linked with that of steel.
1.6 SCOPE OF STUDY
The scope of the study includes preparation of Environmental Impact Assessment study with
detailed characterization of various environmental components such as air, noise, water,
land, biological and socio economic within an area of 10 km radius around the proposed
project site located at Plot No.368, APIIC Growth center, Bobbili (Village & Mandal),
Vizianagaram (District), Andhra Pradesh as per the latest guidelines of MoEFCC and the EIA
study was conducted during the period of December 2016 – February 2017.
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The main objectives of characterization are as follows:
• To assess the existing baseline status of air, water, noise, land, biological and socio-
economic environments within the project site and around 10 km radius of the study area
• To identify and quantify significant impacts due to the proposed activity on various
environmental components through prediction of impacts.
• To evaluate the beneficial and adverse impacts of the proposed activity.
• To prepare an Environmental Management Plan (EMP) detailing control technologies and
measures to be adopted for mitigation of adverse impacts if any, as a consequence of the
proposed activity.
• To prepare a Post Project Monitoring Program for checking and regulating the
environmental quality of the project and help in sustainable development of the area.
1.6.1 Methodology of EIA
Any developmental activity is expected to cause impacts on surrounding environment during
the construction and operation phases. The impacts may be adverse or beneficial. In order to
assess the impacts due to the proposed activity, an Environmental Impact Assessment study
has been conducted within an area of 10 km radius around the project site as per Terms of
Reference prescribed by the Expert Appraisal Committee-1 (Industry) in its 28th meeting held
on 5th - 7th February, 2018 for prescribing TORs for undertaking detailed EIA /EMP study.
The various steps involved in Environmental Impact Assessment study are divided into the
following phases.
Identification of significant environmental parameters and assessing the existing status
within the impact zone with respect of air, water, noise, soil, biological and socioeconomic
components of environment.
Prediction of impact on air quality taking into consideration the proposed emissions to
project the overall scenario.
Prediction of impact on Water, Land, Biological and Socio Economic Environment
Evaluation of total impacts after superimposing the predicted scenario over the baseline
scenario to prepare an Environmental Management Plan.
The methodology adopted for studying the various individual components of environment is
described below.
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1.6.2 Micro Meteorology
An auto weather monitoring station to record meteorological parameters was installed at
proposed project site. Wind speed, Wind direction, maximum, and minimum temperatures,
relative humidity, cloud cover was recorded on hourly basis continuously covering the entire
three months from December 2016 – February 2017.
Wind speed & Wind direction data recorded during the study period were used for
computation of relative percentage frequencies of different wind directions. The
meteorological data thus collected has been used for interpretation of the existing Ambient Air
Quality status, and the same data has been used for prediction of impacts of future scenario
due to the activities of the proposed scheme.
1.6.3 Ambient Air Quality
The scenario of the existing ambient air quality in the study region has been assessed through
a network of 8 ambient air quality stations during the study period within an area of 10 km
radius around the project area. The monitoring network was so designed such that
representative samples are obtained from the upwind direction, down wind and cross wind
directions of the proposed project site. These monitoring sites have been established keeping
in view the available climatologically norms of predominant wind direction and wind speed of
this particular region.
The following points were also taken into consideration in designing the network of sampling
stations:
1. Topography/ Terrain of the study area
2. Populated areas within the study area
3. Residential and sensitive areas within the study area.
4. Magnitude of the surrounding industries
5. Representation of regional background levels
6. Representations of cross sectional distribution in downward direction.
Ambient Air Quality monitored 24 hours per day for PM2.5, PM10, SO2, NOx and CO at 8 stations
within 10km radius of the project site once in twice per a week for the study period.
Pre-calibrated respirable dust samplers have been used for monitoring of the existing AAQ
status. Methodologies adopted for sampling and analysis were, as per the approved methods
of Central Pollution Control Board (CPCB). Maximum, minimum, average and percentile values
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have been computed from the raw data collected at all individual sampling stations to
represent the ambient air quality status of the study area.
1.6.4 Noise Environment
Noise monitoring has been carried out at eight locations to identify the impact due to the
existing sources on the surroundings in the study area. Noise levels were recorded at an
interval of 30 minutes during the day and night times to compute the day equivalent, night
equivalent and day-night equivalent level.
1.6.5 Water Environment
Eight groundwater samples and eight surface water samples from various locations around the
project site within 10 km radius were collected for assessment of the existing physico-chemical
and bacteriological quality. Methodologies adopted for sampling and analysis were according
to the IS methods. Field parameters such as pH, Temperature were monitored on site. The
parameters thus analyzed were compared with IS 10500. The activities surrounding the source
during sampling were taken into consideration in interpretation of the water quality of that
particular source.
1.6.6 Land Environment
Ground truth studies were conducted to identify the land use in and around 10 km radius of
the site. Representative soil samples were collected from- eight sampling locations within an
area of 10 km radius around the proposed project site for analysis of the physico chemical
characteristics to assess the cropping pattern, microbial growth etc. standard procedures were
followed for sampling and analysis. The samples collected were also analyzed to check the
suitability for growth of native plant species in and around the project site.
1.6.7 Biological Environment
Intensive survey of flora and fauna of the project site and its surroundings extending up to a
radius of 10 Km has been collected during the study period.
As for as the fauna is concerned, both primary and secondary data have been collected from
various government departments such as forest, agriculture, fisheries and animal husbandry to
clearly understand the status of fauna. Quadrant method has been used for sampling of flora.
1.6.8 Socio- Economic Environment
Details on economic status of various villages within an area of 10 km around the project site
have collected. Information on existing amenities has been collected to determine the
developmental activities. Such developmental activities would result in upliftment of the
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economic status in the area.
All the above environmental parameters have been used for identification, evaluation and
prediction of significant impacts.
1.6.9 Prediction Of Impacts, Environmental Management Plan & Disaster Management Plan
Various technical aspects of the proposed project have been studied to identify the significant
impacts, which would arise from the proposed activity. The identified impacts have been
quantified through prediction of impacts to estimate the post project scenario.
Identified impacts due to proposed project have been studied in detail to predict the impacts
on various environmental components. Predicted scenario has been superimposed over the
baseline (pre-project) status of environmental quality to derive the ultimate (post-project)
scenario of environmental conditions.
Environmental Management Plan (EMP) for this proposed project details the control
measures, which will be suitable for proposed expansion to maintain environmental quality
within the stipulated limits specified by State Pollution Control Board/CPCB/MoEFCC.
Table 1.2 Environmental Attributes and Frequency of Monitoring
Attribute Parameters Frequency of Monitoring
Ambient Air Quality
SPM, RSPM 24 hourly samples twice a week for four weeks at eight locations.
Ambient Air Quality
SO2, NOx 8 hourly samples average to 24 hrs for four weeks at eight locations.
Meteorology Surface: Wind Speed, direction, Temperature, relative humidity and rainfall
Surface: Continuous monitoring station for entire study period on hourly basis and also data collection from Secondary sources.
Water Quality Physical, Chemical and Bacteriological parameters
Once during the study period at ten locations
Biology Existing Flora and Fauna Through field visit during the study period and substantiated through Secondary sources.
Noise Levels Noise levels in dB(A) Hourly observations for 24 hours per location
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Soil Characteristics
Parameters related to agricultural and afforestation potential
Once during the study period at eight locations
Land Use Trend of land use change for Different categories
Data from various Government agencies.
Socio-economic Aspects
Socio-economic characteristics, labour force characteristics, population statistics and existing amenities in the study area.
Field Survey and Census Handbook, 2011
1.7 COMPLIANCE TO THE TERMS OF REFERENCE
Compliance to the additional terms of reference issued by MoEFCC is given below:
A. Specific TOR: S.
No. TOR Point Compliance of TOR Points
1 Public Hearing to be conducted by the concerned State Pollution Control Board.
Draft EIA report will be submitted at State Pollution control Board for Public Hearing.
2 The issues raised during public hearing and commitment of the project proponent on the same along with time bound action plan to implement the commitment and financial allocation thereto should be clearly provided.
After completion of Public hearing point wise reply will be enclosed in EIA report.
3 The Enterprise Social Commitment (ESC) programme shall be based on the issues raised in the public hearing and the Social impact assessment study so carried out should form part of EIA and EMP report.
After getting minutes of the Public Hearing detailed Enterprise Social Commitment (ESC) programme will be designed and will be submitted in EIA report.
4 The EIA/EMP Shall be prepared for cumulative with the existing and proposed expansion.
The report is prepared for Cumulative impacts.
B. General TOR
S.
No. TOR POINT Compliance of TOR Points
1 Executive Summary Attached with EIA Report 2 Introduction i) Details of the EIA Consultant
including NABET accreditation Details are Given in Chapter 12.
ii) Information about the project Details are given in Chapter 1, Subheading
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proponent 1.2 iii) Importance and benefits of the
project Details are given in Chapter 8.
3 Project Description 1 Cost of project and time of
completion. The estimated project cost of the proposed expansion is Rs. 12 crores out of which Rs. 30.00 Lakhs will be incurred for implementing the EMP and 30 lakhs for CSR activities.
2 Products with capacities for the proposed project.
The proposed project is an expansion of ferro alloys unit with adding 2 x 9 MVA submerged Electric Arc furnace. After expansion total furnace capacity will be 6 x 9 MVA.
3 If expansion project, details of existing products with capacities and whether adequate land is available for expansion, reference of earlier EC if any.
The proposed project is an expansion of ferro alloys unit with adding 2 x 9 MVA submerged Electric Arc furnace. After expansion total furnace capacity will be 6 x 9 MVA. The proposed unit will be installed within the existing premises.
4 List of raw materials required and their source along with mode of transportation.
Details are given in Chapter 2, Sub heading 2.5.
5 Other chemicals and materials required with quantities and storage capacities
Details are given in Chapter 2, Subheading 2.5.
6 Details of Emission, effluents, hazardous waste generation and their management.
Emission details are given in Chapter 4, Subheading 4.2.4 Effluent details are given in Chapter 4, Subheading 4.2.10 Solid waste generation details are given in Chapter 4, Subheading 4.2.11
7 Requirement of water, power, with source of supply, status of approval, water balance diagram, man-power requirement (regular and contract)
Additional 30 KL water will be required for proposed expansion. The water details are given in Chapter 2, Subheading 2.6.1. Manpower details are given in Chapter 2, Subheading 2.6.4
8 The project proponent shall furnish the requisite documents from the competent authority in support of drawl of ground water and surface water and supply of electricity.
Water will be sourced from APIIC Growth Centre. Power will be sourced from state electricity board.
9 Process description along with major equipments and machineries, process flow sheet (Quantative) from raw material to products to be provided
Details are given in Chapter 2, Subheading 2.7
10 Hazard identification and details of Details are given in Chapter 7.
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proposed safety systems 11 Copy of all the Environmental
Clearance(s) including Amendments thereto obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing /existing operation of the project from SPCB shall be attached with the EIA-EMP report.
Existing Environment Clearance Copy is Attached as Annexure 3. Copy of the Operate is attached as Annexure 4.
12 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
4 Site Details 1 Location of the project site covering
village, Taluka/Tehsil, District and State, Justification for selecting the site, whether other sites were considered.
Details are given in Chapter 1, Subheading 1.4
2 A toposheet of the study area of radius of 10km and site location on 1:50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places)
Topo Map is given in Chapter 1, Figure 1.3.
3 Co-ordinates (lat-long) of all four corners of the site.
Coordinates of the project site is given in Chapter 1, Table 1.1.
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4 Google map-Earth downloaded of the project site. Layout maps indicating existing unit as well as proposed unit indicating storage area, plant area, greenbelt area, utilities etc. If located within an Industrial area/Estate/Complex, layout of Industrial Area indicating location of unit within the Industrial area/Estate.
Google Image of the project site is given in Chapter 1, Figure 1.2. Layout map of the project site is given in Chapter 2, Figure 2.1. The map of industrial estate is given in Annexure - 5
5 Photographs of the proposed and existing (if applicable) plant site. If existing, show photographs of plantation/greenbelt, in particular.
Photographs of the Plant site is given in Chapter 2, Figure 2.2.
6 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. (not required for industrial area)
Not Applicable.
7 A list of major industries with name and type within study area (10km radius) shall be incorporated. Land use details of the study area
Proposed project comes under the Notified Industrial Area. The list of major industries is given in Annexure 6
8 Geological features and Geo-hydrological status of the study area shall be included.
Geological and Hydro geological details are given in Chapter 3, Subheading 3.7.
9 Details of Drainage of the project upto 5km radius of study area. If the site is within 1 km radius of any major river, peak and lean season river discharge as well as flood occurrence frequency based on peak rainfall data of the past 30 years. Details of Flood Level of the project site and maximum Flood Level of the river shall also be provided. (mega green field projects)
Not Applicable.
10 Status of acquisition of land. If acquisition is not complete, stage of the acquisition process and expected time of complete possession of the land.
Not applicable
11 R&R details in respect of land in line with state Government policy.
Not applicable
5 Forest and wildlife related issues (if applicable): 1 Permission and approval for the use
of forest land (forestry clearance), if Not applicable
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any, and recommendations of the State Forest Department. (if applicable).
2 Land use map based on High resolution satellite imagery (GPS) of the proposed site delineating the forestland (in case of projects involving forest land more than 40 ha).
Not applicable
3 Status of Application submitted for obtaining the stage I forestry clearance along with latest status shall be submitted.
Not applicable
4 The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-à-vis the project location and the recommendations or comments of the Chief Wildlife Warden-thereon.
None
5 Wildlife Conservation Plan duly authenticated by the Chief Wildlife Warden of the State Government for conservation of Schedule I fauna, if any exists in the study area.
Not Applicable
6 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 1 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 are given in Chapter 3, Subheading 3.2
2 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
Details are given in Chapter 3, Subheading 3.3
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wind direction, population zone and sensitive receptors including reserved forests.
3 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.
Details are given in Chapter 3, Subheading 3.3
4 Surface water quality of nearby River (60m upstream and downstream) and other surface drains at eight locations as per CPCB/MoEF&CC guidelines.
Details are given in Chapter 3, Subheading 3.5
5 Whether the site falls near to polluted stretch of river identified by the CPCB/MoEF&CC.
Not Applicable
6 Ground water monitoring at minimum at 8 locations shall be included.
Details are given in Chapter 3, Subheading 3.5
7 Noise levels monitoring at 8 locations within the study area.
Details are given in Chapter 3, Subheading 3.4
8 Soil Characteristic as per CPCB guidelines.
Details are given in Chapter 3, Subheading 3.6
9 Traffic study of the area, type of vehicles, frequency of vehicles for transportation of materials, additional traffic due to proposed project, parking arrangement etc.
Details are given in Chapter 4, Subheading 4.2.12
10 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 are given in Chapter 3, Subheading 3.9.
11 Socio-economic status of the study area.
Details are given in Chapter 3, Subheading 3.10
7 Impact Assessment and Environment Management Plan 1 Assessment of ground level
concentration of pollutants from the stack emission based on site-specific meteorological features. In case the
Details are given in Chapter 4 Subheading 4.2.4
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project is located on a hilly terrain, the AQIP Modelling shall be done using inputs of the specific terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be well assessed. Details of the model used and the input data used for modelling 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.
2 Water Quality modelling – in case, if the effluent is proposed to be discharged in to the local drain, then Water Quality Modelling study should be conducted for the drain water taking into consideration the upstream and downstream quality of water of the drain.
Not Applicable Zero discharge norms will be adopted
3 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 are given in Chapter 4, Subheading 4.2.12
4 A note on treatment of wastewater from different plant operations, extent recycled and reused for different purposes shall be included. Complete scheme of effluent treatment. Characteristics of untreated and treated effluent to meet the prescribed standards of discharge under E(P) Rules.
Water will be required for Cooling and Domestic purposes. Cooling waste water will be re circulated in system. Domestic effluent will be treated in Septic tank and disposed in Soak Pit. Zero discharge norms will be adopted.
5 Details of stack emission and action plan for control of emissions to meet standards.
Details are given in Chapter 4, Subheading 4.2.4
6 Measures for fugitive emission control
Water sprinkling will be done to control the fugitive emission.
7 Details of hazardous waste Details of waste generation are Given in
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generation and their storage, utilization and disposal. Copies of MOU regarding utilization of solid and hazardous waste shall also be included. EMP shall include the concept of waste-minimization, recycle/reuse/recover techniques, Energy conservation, and natural resource conservation.
Chapter 4, Subheading 4.2.11. EMP Details are given in Chapter 10.
8 Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 2009. A detailed plan of action shall be provided.
Not Applicable
9 Action plan for the green belt development plan in 33 % area i.e. land with not less than 1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated.
Green belt Details are given in Chapter 10, Subheading 10.1.6.
10 Action plan for rainwater harvesting measures at plant site shall be submitted to harvest rainwater from the roof tops and storm water drains to recharge the ground water and also to use for the various activities at the project site to conserve fresh water and reduce the water requirement from other sources.
Rain Water harvesting Details are given in Chapter 4, Sub heading 4.2.13.
11 Total capital cost and recurring cost/annum for environmental pollution control measures shall be included.
Details are given in Chapter 10, Table 10.4.
12 Action plan for post-project environmental monitoring shall be submitted.
Details are given in Chapter 6, Subheading 6.2.
13 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.
Details are given in Chapter 7.
8 Occupational health
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1 Details of existing Occupational & Safety Hazards. What are the exposure levels of above mentioned 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 are given in Chapter 10, Subheading 10.1.7.
2 Details of exposure specific health status evaluation of worker. If the workers’ health is being evaluated by pre designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre placement and periodical examinations give the details of the same. Details regarding last month analyzed data of abovementioned parameters as per age, sex, duration of exposure and department wise.
Details are given in Chapter 7, Subheading 7.8.
3 Annual report of heath status of workers with special reference to Occupational Health and Safety.
Details are given in Chapter 10, Subheading 10.1.7.
4 Plan and fund allocation to ensure the occupational health & safety of all contract and casual workers.
Details are given in Chapter 7, Subheading 7.8.
9 Corporate Environment Policy 1 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, attached as Annexure 7.
2 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
3 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
Yes, Details are given in Chapter 10, Figure 10.2
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may be given. 4 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
Yes
5 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.
Details are given in Chapter 4, subheading 4.1.8
6 Enterprise Social Commitment (ESC) Detailed CSR Plan is given in Chapter 10, Subheading 10.2.4
7 Adequate funds (At least 2.5 % of the project cost) shall be earmarked towards the Enterprise Social Commitment based on Public Hearing issues and item-wise details along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon.
Detailed CSR Plan is given in Chapter 10, Subheading 10.2.4
8 Any litigation pending against the project and/or any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case.
Not Applicable
9 A tabular chart with index for point wise compliance of above TORs.
Complied
10 The TORs prescribed shall be valid for a period of three years for submission of the EIA-EMP reports along with Public Hearing Proceedings (wherever stipulated).
Noted
The following general points shall be noted: i All documents shall be properly All documents has been properly indexed,
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indexed, page numbered. page numbered. ii Period/date of data collection shall
be clearly indicated. Noted
iii Authenticated English translation of all material in Regional languages shall be provided.
Noted
iv The letter/application for environmental clearance shall quote the MOEF file No. and also attach a copy of the letter.
Attached
v The copy of the letter received from the Ministry shall be also attached as an annexure to the final EIA-EMP Report.
Noted
vi The index of the final EIA-EMP report must indicate the specific chapter and page no. of the EIA-EMP Report
Noted
vii While preparing the EIA report, the instructions for the proponents and instructions for the consultants issued by MOEF vide O.M. No. J-11013/41/2006-IA.II (I) dated 4th August, 2009, which are available on the website of this Ministry shall also be followed.
Noted
viii The consultants involved in the preparation of EIA-EMP report after accreditation with Quality Council of India (QCl) /National Accreditation Board of Education and Training (NABET) would need to include a certificate in this regard in the EIA-EMP reports prepared by them and data provided by other organization/Laboratories including their status of approvals etc. Name of the Consultant and the Accreditation details shall be posted on the EIA-EMP Report as well as on the cover of the Hard Copy of the Presentation material for EC presentation.
Details are given in Chapter 12.
ix TORs’ prescribed by the Expert Appraisal Committee (Industry) shall be considered for preparation of EIA-EMP report for the project in addition to all the relevant information as per the ‘Generic
Noted
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Structure of EIA’ given in Appendix III and IIIA in the EIA Notification, 2006. Where the documents provided are in a language other than English, an English translation shall be provided. The draft EIA-EMP report shall be submitted to the State Pollution Control Board of the concerned State for conduct of Public Hearing. The SPCB shall conduct the Public Hearing/public consultation, district-wise, as per the provisions of EIA notification, 2006. The Public Hearing shall be chaired by an Officer not below the rank of Additional District Magistrate. The issues raised in the Public Hearing and during the consultation process and the commitments made by the project proponent on the same shall be included separately in EIA-EMP Report in a separate chapter and summarised in a tabular chart with financial budget (capital and revenue) along with time-schedule of implementation for complying with the commitments made. The final EIA report shall be submitted to the Ministry for obtaining environmental clearance.
METALLURGICAL INDUSTRY (FERROUS AND NON FERROUS)
S.
No. ToR Points Compliance of TOR Points
1 Complete process Flow Diagarme each unit, its Process and Operations, along with material and energy inputs and out pots (Material and energy balance)
Detailed flow chart is given in Chapter 2, Figure 2.3.
2 Emission from Sulphuric acid plant and sulphur musk management
Not Applicable
3 Details on installation of continuous emission monitoring system with recording with proper display
Continuous emission monitoring system with recording with proper display will be installed.
4 Details on Toxic material including fluoride emissions
Not Applicable.
5 Details on Stack Height Details are given in Chapter 4, Table 4.3.
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6 Details on ash disposal and management
Not Applicable
7 Complete process flow diagram describing process of lead/zinc/Aluminum etc.
Not Applicable
8 Details on smelting, thermal refining, melting, slag fuming, and Waelz kiln operation.
Not Applicable
9 Details on holding and de gassing of molten metal from primary and secondary aluminum, material pre treatment and from melting and smelting of secondary aluminum
Not Applicable
10 Details on toxic material content in the waste material and its composition and end use (particularly slag)
Slag will be sold to brick manufactures.
11 Trace metals in waste material especially in slag
Not Applicable
12 Plan for trace metal recovery Not Applicable 13 Trace metal in Water Not Applicable. No water will be used in
process.
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CHAPTER 2 PROJECT DESCRIPTION
2.1 TYPE OF PROJECT
BAL is having Ferro Alloys manufacturing facility and present implemented 4 x 9 MVA
submerged Electrical Arc Furnaces for manufacturing of Ferro Alloys at Plot No: 368, APIIC
Growth Centre, Bobbili, Vizianagaram District of Andhra Pradesh. BAL is now proposing for the
expansion of the Ferro alloy facility by installing additional 2 x 9 MVA submerged electric Arc
furnace for production of additional Ferro Manganese – 43200 TPA (OR) Silico Manganese –
36000 TPA.
2.2 NEED FOR THE PROJECT
Ferro alloys, in particular Ferro-manganese and Silico-manganese are used by steel and
stainless steel industry. In steel industry, these above mentioned Ferro-alloys are being used as
a de-oxidizing agents and also adding as an alloy to improve the properties of steel for
different applications. As the nickel become costlier day-by-day, R&D is taking place to replace
nickel with manganese. This has become successful in some grades of stainless steel. Demand
for Ferro- manganese, medium carbon silicon-manganese and low carbon Silico- manganese
has gone up due to usage of these Ferro-alloys in stainless steel. Ferro alloy industry, which is
totally dependent on the steel industry in the country, has touched another mile stone in
production as well as exports.
The increasing demand in carbon steel and stainless steel within the country and globally is a
welcome sign for the Ferro alloy industry for the coming years. Consumption of manganese
alloys and chrome alloys have increased considerably in line with increase in steel and stainless
steel production, and is expected to increase further with higher growth rate in both the steel
sectors.
2.3 LOCATION OF THE PROJECT & SITE LAYOUT
BAL is located at Plot No: 368, APIIC Industrial Growth Center Bobbili town, Vizianagaram
District of Andhra Pradesh. The geographical location of the proposed project site falls at the
longitude 83o20’59” E and latitude 18
o32’15” N.
The general location of the proposed project site is shown in Chapter 1, Figure - 1.1.
Topo Map showing the 10 km radius of the study area is given in Chapter 1, Figure - 1.3.
Salient features of the study area are presented in below Table - 2.1. The Project Site Layout is
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shown in Figure - 2.1. Photographs of the project site are shown in Figure - 2.2.
Figure 2.1: Plant Layout
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Figure 2.2: Site Photographs
Proposed Expansion Area
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Table – 2.1: Salient Features of the Project Site
Details of the Study Area
District & State Vizianagaram, Andhra Pradesh
Mandal Bobbili
Land use Industrial
Topography of the Area Gently undulating.
Soil Type Red Soil.
Land Availability 13.42 Acres
Latitude 18o32’15” North
Longitude 83o20’63” East
General Climatic Conditions
Average Maximum Temperature 45o C
Average Minimum Temperature 16o C
Annual Rainfall 968.8 mm
Relative Humidity 65 – 75%
Wind period
Pattern during the study Predominantly Southwest followed by South East & North East.
Accessibility
Nearest Highway About 65 kms Nearest Railway Station Bobbili Railway Station –3kms.
Nearest Airport Vishakapatnam – 80 kms.
Nearest City Visakhapatnam - 80 kms.
Nearest Village Bujarayalavalasa– 1.0 km.
Historical / Important Places within Study area
Archaeologically Important Site Nil
Historically Important Site Bobbili Fort – 4.0 kms
Sensitive Places Nil
Sanctuaries / National Parks Nil
Forest Area Nil
2.4 SIZE OR MAGNITUDE OF OPERATION
BAL proposed to produce 43,200 TPA of Ferro Manganese or Silico Manganese by installing
additional 2 nos. of 9 MVA Submerged Electric Arc Furnaces in the process of its expansion.
The existing production quantities and proposed production quantities are given below:
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Table 2.2: Existing and Proposed Products Quantities
Product Existing Quantity
Proposed Quantity After Expansion
Ferro Manganese 86400 TPA or 43200 TPA or 129600 TPA or Silico Manganese 72000 TPA or 36000 TPA 108000 TPA or Ferro Silica 25200 TPA or - 25200 TPA or Ferro Chrome 36000 TPA - 36000 TPA
2.5 RAW MATERIAL REQUIREMENT
The raw materials required for the production of Ferro-manganese and Silico-manganese are:
• Manganese ore, • Ferro-manganese slag,
• Quartz, • Dolomite, • Coal • Coke The raw material requirement for the production of Ferro Manganese, Silico Manganese per
day is formulated based on the working days of the plant. The working days of the plant are
330 days per year. The raw material requirement per day is given in Table 2.3
Table 2.3: Raw Material Characteristics
Description Physical Chemical Manganese Ore Size : 6 – 75 mm
Moisture : 5% max Mn : 44% Fe : 5% Al
2O
3 : 5%
SiO2 : 6%
MgO : 1.3% P : 0.6% S : 0.005% CaO : 0.6%
Ferro-manganese Slag (generated in Ferro - manganese process)
Size : 25 - 75mm Moisture : 0.5% max
MnO : 32.0 – 35.0% FeO : 0.8% Al
2O
3 : 10.5%
SiO2 : 30.0%
CaO : 10.0% MgO : 9.0%
Dolomite Size : 25 - 50mm Moisture : 0.5% max
MgO : 21.0% CaO : 31.0% SiO
2 : 0.8%
Quartz Size : 25 - 50mm Moisture : 0.5% max
SiO2 : 97.0%
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2.5.1 Material Balance
The material balance is given in Table 2.4, Table 2.5 and Table 2.6.
Table 2.4: Ferro Manganese
S. No. Raw Materials Quantity (MT)
1 Manganese Ore (with Average Mn 44%)
2.1 – 2.4 2 Coke (with average Fixed Carbon 80%)
0.30
3 Coal (with average Fixed Carbon 60%)
0.3 4 Dolomite
0.2
Table 2.5: Silico Manganese
S. No. Raw Materials Quantity (MT) 1 Manganese Ore (with Average Mn 44%)
2.5 – 2.8
2 Coke (with average Fixed Carbon 80%)
0.40 3 Coal (with average Fixed Carbon 60%)
0.40
4 Dolomite
0.2
Table 2.6: Material Balance for Production
S. No. Components Quantity
1 Manganese Ore High Grade 1000 Kgs.
2 Manganese Ore Low Grade 1200Kgs.
3 Ferro Manganese Slag 500Kgs.
4 Coke 400Kgs.
5 Coal 400Kgs.
6 Quartz 200Kgs.
7 Dolamite 200Kgs. 2.5.2 Source of Raw Materials
Ore & Metal Company Limited/Open Market
2.6 UTILITIES
2.6.1 Water Requirement
The manufacturing process of Ferro Alloys does not require water at any stage. The water
requirement in the Project will be for cooling purpose, domestic consumption and green belt
development. The existing unit requires 60 KLD of water and second phase (proposed phase)
requires 30 KLD of water. Total initial water requirement for the project will be 90 KLD. This
requirement will be met from APIIC Growth Centre. The details of water requirement for
different purposes are presented in Table 2.7
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Table 2.7: Water Requirement
Item Water Requirement in
KLD
(4 x 9 MVA)
Water Requirement in
KLD
(2 x 9 MVA)
Total Water
Requirement
(KLD)
Cooling Purpose 50 25 75 Domestic Purpose 10 5 15 Dust Suppression Greenbelt Total 60 30 90
Water Balance
There is no generation of process wastewater in the proposed project. Cooling water is
continuously re-circulated in the cooling water circuits, heat exchangers and discharged to the
sump or holding tank cooling towers where evaporation losses drift losses and spillages are
encountered. Domestic waste water will be sent to the septic tank followed by soak pit. Zero
Discharge norms will be followed.
2.6.2 Land Requirement
M/s. Berry Alloys Limited has acquired 13.42 acres of land in Growth Center APIIC. The
proposed expansion activity will be established within the existing plant area only. The land
breakup details are presented in Table 2.8.
Table 2.8: Land Break-up Details
S No Particular Existing (Acres)
Proposed (Acres)
After Expansion (Acres)
1 Plant Area 7.6 1.38 8.98 2 Greenbelt 4.44 - 4.44 3 Future Expansion 1.38 - -
Total 13.42 1.38 13.42
2.6.3 Power Requirement
The existing power requirement is 30000 KVA and additional 15000 KVA will be required for
proposed expansion. The power will be sourced from the Eastern Power Distribution Company
of Andhra Pradesh Limited.
2.6.4 Man Power Requirement
The skilled/semiskilled /unskilled manpower required for the proposed Project is estimated is
50 nos. and the existing Man Power is 120. The man power requirement will be fulfilled from
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the surrounding villages, to help for the improvement of the socio economic status in the
surrounding rural areas.
2.7 TECHNOLOGY AND PROCESS DESCRIPTION
Most of the Ferro alloys e.g., Ferro Manganese and Silico Manganese are produced by smelting
process. Smelting of the charged material is carried out in an electrical arc furnaces equipped
with transformer of proper rating.
2.7.1 Basic Process
Ferro-alloys are produced by reducing metals from their oxides contained in ores by using a
suitable reduction under conditions created to ensure a high recovery of the valuable
elements from the starting materials. Such reduction reactions are characterized by stability of
an oxide at high temperatures. The stability of all oxides will become more stable with
increasing temperature. An element which forms a stronger oxide can under appropriate
conditions be used as reductant for a less strong oxide. The reaction will proceed successfully if
the difference of oxygen involved with a small difference, favorable conditions should be
formed to make the reaction proceed.
The presence of iron or iron oxides can facilitate some reduction processes. Iron dissolves the
reduced element, forms a compound with it, and thus lowers the melting point of an iron
element alloy is lower than that of the pure element, e.g. in Ferro-manganese production, and
therefore the reaction of reduction of the element can proceed at a lower temperature.
Figure: 2.3 Process Flow Chart of Ferro Alloy Project Ferro-Manganese Process
Ferro Manganese is produced from manganese ores, which have the principle constituent of
manganese mainly in the form of Oxides the balance usually being iron, aluminum, magnesium
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oxides and Silicon. For making Ferro-manganese, coke is used as a reductant and fluxes like
limestone or dolomite are added to the reaction mixture if the Calculation of the slag
composition demands such additions. Such reactions are carried out in submerged arc
furnaces, which operate, as a rule, by continuous process. The electrodes in these furnaces
are immersed into the solid charge. The furnace is recharged as the solid is being smelted and
the alloy & slag are periodically removed.
Smelting Procedure
The charge for smelting Ferro-manganese is made up with the mixture of 2317 kg of
Manganese ore, 676 kg of reductant and 396 kg of dolomite.
The charge is loaded into the furnace from a charging apparatus which essentially is an
electrically driven carriage moving on a monorail. The carriage has a loading chute. Coke
breeze is first loaded from furnace bins to the charging apparatus, followed by ore. This
sequence of charging ensures more thorough mixing of the charge and prevents sticking of
moist ore fines to the walls of charging apparatus. In order to prevent separation of the charge
into components, the entire batch is poured into a pile on the charge and a specific amount of
dolomite is added to it. After that the piles are gathered into cones around the electrodes.
The charging apparatus can deliver the charge only to the front side of electrodes. The
materials are pushed to the rear side of electrodes by means of long rabbles and are partly
thrown by shovels from piles prepared on the working stage at the rear corners of the furnace.
Charging is continued as the materials settle down at the electrodes. A cone around an
electrode should be 300-400 mm above the charge level. The electrodes are maintained at a
depth of 1100-1400 mm with their ends being spaced 600-800 mm from the furnace bottom.
Owing to deep placing of the electrodes, the high temperature zone is covered with a layer of
charge 800-1000 mm thick. The spacing between the electrodes and furnace bottom prevents
overheating of the metal and evaporation of manganese.
Gases should evolve evenly over the whole surface of the furnace top. With fine materials used
for smelting Ferro-manganese, gases tern to escape through blowholes they from near an
electrode and therefore in that case it is especially important to maintain a high cone of charge
at the electrodes and pierce the materials at the cone base.
When the charge is moist, hot charge may fall down or even be splashed together with slag
from beneath the electrodes. This can occur owing to Accumulation of gases in the melting
zone with a poor gas permeability of the charge. Drying of manganese ore is an indispensable
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operation in the process. The use of dry ore and coke breeze ensures a higher productivity,
lower consumption of electric energy, stable process conditions and better labor conditions.
With a deficiency of reductant in the charge, manganese cannot be reduced fully and the
content of manganese oxide in the slag and that of phosphorus in the metal increase. With a
large excess of reductant the content of silicon in the metal increase the depth of electrode
placing diminished, the high- temperature zone rises to a higher level and the heat and
reducing ability of gases are utilized less efficiently. The position of electrodes in the furnace is
controlled by giving manganese ore beneath them if a deeper immersion of an electrode is
needed, or coke breeze, if an electrode should be raised higher.
The metal and slag are tapped successively from all the two tap holes. The slag ratio in the
smelting of Ferro-manganese by a flux less process is within 1.0 – 1.2. The slag is separated
from metal during tapping by means of a skimmer arrangement. Moulds are arranged in a
cascade under the spout; a partition is placed into the first mould, with its lower edge 60 – 70
mm below the pouring nose of the mould. Slag is retained by the partition and flows over into
the ladle while.
Silico-Manganese Manufacturing Process
Silico-manganese an alloy of manganese with silicon and iron is a semi- product used for
smelting of medium and low carbon Ferro-manganese. As mentioned earlier, Silico-manganese
is also employed as a complex deoxidant in steel making and (upon melting together with
aluminium) to produce a complex manganese-silicon-aluminium (M-K-A) deoxidant. The
process for smelting Silico-manganese essentially consists in manganese and silicon being
simultaneously reduced from manganese Silicontes, slag, ore and quartzite. The process relies
on a higher temperature than that needed for smelting Ferro-manganese. The process is
carried out continuously under slag having a ratio of 1:1. Charging and furnace top
maintenance are done essentially in the same way as in Ferro-manganese. The metal and slag
are tapped from the furnace every two hours. The thick slag at tapping entrains much of metal
beads, which has a negative effect on manganese recovery. The slag can be made more fluid
by adding raw dolomite.
The metal and slag are tapped through same tap hole in a similar way to Ferro-manganese.
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Figure 2.4: Typical Manufacturing Process of Ferro Manganese
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Figure 2.5: Typical Manufacturing Process of Silico Manganese
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2.8 PLANT FACILITIES & OTHER REQUIREMENTS
2.8.1 Raw Material Receipt and Storage Yard
The raw material viz., Manganese Ore, Coke, Coal, Quartz, Dolomite etc., will be received by
trucks and stacked separately in stockyard. The materials will be procured in required size
range and quality and no further processing is required. These raw materials will be stored in
yards with concreted flooring. Coke and coal will be stored under closed sheds, while the other
raw materials will be stored in open concreted yards.
2.8.2 Raw Material Handling System
The raw materials will be fed to a Ground Hopper of 20m3 capacities by dumper and pay
loader and will be transferred from ground hopper by a belt conveyer or to a screen house,
where the under size material will be screened out and the correct size material will then be
conveyed to storage bunkers. There will be 8 numbers of M. S. storage bunkers in the Bunker
House, where different raw materials will be stored in each bunker. The bunkers will be fed
with reversible conveyors.
The raw materials will be mixed as per the material balance and weighed in 2 sets of weigh
Hoppers (1 set for each of 4 nos of day bunkers). The weigh hoppers will be provided with
suitable load cells to record the weight of each raw material that form the recipe of the
material mix. The material after weighing in the required proportion will be conveyed through
a belt conveyor, monorail to the furnace top where 9 numbers of charging Hoppers are
provided right on top of the furnace shell.
The charging hoppers will be connected with charging chutes and slides gates, through which
the material is fed into the furnace around the three electrodes, as and when required. The
slide gates will be operated pneumatically for which a suitable Air Compressor shall be
provided. The entire weighing and feeding system will be controlled through an Automatic
Bath Weighing System.
2.8.3 Submerged Electrical Arc Furnace fro proposed expansion
For smelting the raw material the additional submerged arc furnace of 2 x 9 MVA capacities
will be installed. The furnace shell will be lined with fire clay bricks followed by Silicon
carbide bricks and then carbon tamping paste. The furnace shell will be externally water
cooled by spray nozzles. In addition to the furnace shell, water-cooling system shall be
provided for:
Cooling of current conducting bus tubes and copper clamps,
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Electrode holding pressure ring
Furnace hood
A suitable Cooling Tower with necessary pipeline shall be installed to bring down the
temperature of circulation water and re-circulate the same.
The three electrodes will be suspended and regulated with the help of a Hydraulic System,
consisting of 2 numbers of hydraulic cylinders for each of the three electrodes, a suitable
hydraulic power pack and hydraulic pipeline and hoses.
2.8.4 Hot Metal Handling
There are two numbers of tap holes provided in the furnace shell to take out the metal and
slag from the furnace at regular intervals of about every two hours. The hot liquid metal and
slag will be collected into Cast Iron Moulds. The slag by virtue of its lesser specific gravity floats
on the metal and overflows into Cast Iron Slag pot and the metal is retained in the CI moulds.
The liquid slag will be poured out into sand beds for solidification and the metal will be
allowed to solidify in the CI moulds itself 1no of 10 ton heavy duty EOT crane will be installed
in the tapping bay to facilitate the hot metal handling. After solidification the metal and slag
will be removed from the moulds / sand beds and sent to breaking yard for sizing into
customer- required size. Even though the metal is separated out from the slag due to its
density difference, some amount of (about 2-5%) metal is always entrapped into the slag.
Hence the slag after solidification is sent to a Metal Recovery Plant where the slag is crushed,
screened and then subjected to water jigging to separate the entrapped metal from slag. This
metal will then be sent to packing section and the slag is sent to dump yard.
2.8.5 Control & Instrumentation (C & I)
The Instrumentation and control system will be provided with microprocessor based
Distributed Control System (DCS) and control devices, analogue instruments for local control. It
will perform the functions of monitoring, control, alarm, protection and interlock, diagnosing,
performance monitoring, trending etc. The plant will have a Central Control Room (CCR) and
Local Control Rooms (LCR) as required.
2.8.6 Utilities & Services
The following utilities and services shall be required.
Compressed Air System
A compressed air system shall be provided to cater the needs of service requirements such as
slide gates pollution control equipment etc. The total requirement of compressed air shall be
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around 30 cum/hr at 7 KG per cm2.
Electrical Power Supply and Distribution
The other major input in the proposed alloys manufacturing process is the electricity. The
electricity will be drawn from the grid at 132 KV voltages to the switching station in the in-
house substation wherein required HT switchgear, Capacitors, MCCs will be installed. This
electricity will be then transferred to the furnace transformer, which will be basically 9 MVA
transformer where it is further stepped down from 132 KV to the operating voltage of about
100 -110 volts. In order to improve the reactive power and reduce the losses suitable Capacitor
Banks will be installed. The electricity from the furnace transformers at a voltage of 100 -110
volts and very high current of about 37,000 – 45,000 amps transferred to the reaction zone
through copper bus tubes - copper clamps - self-baking soderberg carbon electrodes.
All electrical equipment would be provided with earth connection as per Indian Electricity
rules. All buildings will be provided with necessary lightning protection arrangements. I strips/
flats and GI electrodes will be used for earthning and lightning protection.
The Illumination level envisaged for different areas shall be as per industrial norms to ensure
comfort and safety. Flood lightning will be used for open storage areas, Sodium vapor lamps
with reflectors will be used for road lightning. Florescent lamps with reflectors will be used
for low bays of production area, office buildings, strategic units and control rooms to ensure
safety.
Fire Protection Facilities
The Fire protection system for the plant shall be consisting of:
Hydrant System for all the areas of the plant
High velocity water spray system for Transformers
Automatic fire detection and alarm system
Manual fire alarm system
Portable fire extinguishers
The components of the fire protection system will confine to BIS mark /TAC approved type.
The system shall be designed based on safety requirements and generally conforming to
Traffic Advisory Committee (TAC) regulations and National Fire Protection Association of
America.
The fire detection and alarm system shall be designed according to IS 2189 standards. The
system shall consist of addressable type one loop fire alarm panel located at the control room,
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addressable smoke detectors, addressable type heat detectors, manual call points and
electronic hooters.
Portable type fire extinguishers of DCP type shall be located in the TG building, Control room,
MCC rooms etc.
2.9 POLLUTION CONTROL EQUIPMENT AND ITS DESCRIPTION
The pollution control equipment proposed in the plant will be pulse jet bag filters. In a Jet
Pulse Dust collector the dirty gases enter through inlet manifold to the hopper where
separation of coarse dust particles takes place. The reminder will pass with the gases to the
filtering space. Filtering takes place from outside to inside of bags, Dust particles are deposited
on the outside surface of the bags while the clean gases pass through the out let manifold and
finally to the atmosphere through ID fan. These bags will be cleaned intermittently through
compressed air pulses in reverse direction.
Details of Bag Filters
Working principle of Bag Filter
In a Jet Pulse Dust collector the dirty gases enter through inlet manifold to the hoppers where
separation of coarse dust particles takes place. The remainder will pass with the gases to the
filtering space. Bags will be secured in the tube sheet through flange and suspended from top.
Wire cages will be provided to prevent the bags from collapsing. Filtration takes place from
outside to inside of bags. Dust particles will be deposited on the outside surfaces of the bags
while the clean gases pass through the outlet manifold and finally to the atmosphere through
ID fan.
The bags will be cleaned intermittently through compressed air pulsed in reverse direction. A
Short pulse of compressed air will be directed downwards from a header into a row of bags;
causing the bags to flex and dislodge the dust cake from outside the bags, the dust falls into
the hopper by gravity and hence into the dust handling system. One to few rows of bags will
be pulsed at time after a predetermined period. The entire cleaning cycle will be fully
automatic and based on time mode. All timings will be adjusted in the field to ensure optimum
cleaning efficiency and compressed air consumption.
Wastewater Generation and Treatment
No process wastewater will be generated from the Ferro Alloy manufacturing process. The
water for cooling of the equipment shall be circulated in a closed circuit. It will be pumped
from the cold sump and sent to the equipment through necessary pipelines. After cooling
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different parts of the equipment, the hot water returns to the top of cooling tower. The
required degree of cooling of hot water is done through the cooling tower and it is stored in
the cold sump for recirculation. Some make up water will always necessary to be added to the
cold sump to compensate for evaporation loss, drift loss, process loss and leakage loss. The
water in the cooling system for the furnace and for compressors will be treated to the levels as
specified by the equipment. Domestic waste water generated will be treated in septic tank
followed by soak pit.
Noise Generation and Control
In the proposed development, the major noise generating equipments will be from the
compressors, transformers etc. Noise will be continuously generated from such sources. The
noise levels of the individual equipment will not be more than 85 dB (A) at one meter distance.
Provision of Personal Protective Equipment (PPE) to the workers in high noise generating areas
would eliminate/ minimize such impacts to a great extent. Important noise generating sources
have been identified in the proposed plant and the noise levels expected to be in the following
range as given in Table 2.9.
Table 2.9: Noise Generating Sources
S. No Sources Noise level in dB(A) [1 m away]
Nature of Noise
1 Air compressors 85.0 Continuous 2 Transformer 75.0 Continuous
It can be seen from the above table that all the noise levels at 1m distance from the
equipment will be in the range of about 75-90dB(A).
Noise Control
Acoustic enclosures will be provided wherever required to control the noise levels below 90 dB
(A). Wherever, it is not possible technically to meet the required noise levels, PPE will be
provided to the workers. The wide green belt around the plant will attenuate the noise levels
outside the plant boundary.
Solid Waste Generation and Disposal
The slag generated in manufacturing of Ferro Manganese will be used in Silico Manganese
manufacturing process. The generated slag and bag filter dust will be stored and disposed in
earmarked area systematically and scientifically as per CPCB guidelines. Effort will be taken to
utilize various purposes at end use.
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2.10 PROJECT IMPLEMENTATION SCHEDULE
The proposed expansion project for producing Ferro Alloys with all the facilities for the
production proposed to be commissioned within 10 months from the zero date.
The zero date for the project shall be from the date of financial tie-up and getting required
clearances from various departments.
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CHAPTER 3 DESCRIPTION OF ENVIRONMENT
3.1 STUDY AREA, PERIOD, COMPONENTS AND METHODOLOGY
Description of the baseline environmental status in and around the proposed expansion
project depicts the existing environmental conditions regarding the meteorology, air, water,
noise, soil, biological and socio- economic environment.
3.1.1 Study Area
Study area comprising of the area within a 10 km radius of the proposed expansion project as
the centre for environmental monitoring and data collection.
3.1.2 Study Period
The baseline data generation for the EIA-EMP has been carried out during December 2016 to
February 2017 for three months.
3.1.3 Environmental Components
The environmental components like Meteorology, Ambient Air Quality, Water Quality, Noise
Levels, Soil Quality, Geology & Hydrology, Traffic study and Socio-economic conditions which
are most likely to be influenced by the setting up an industry were carried out during the study
period. Secondary data like meteorological data from Indian Meteorological Department
(IMD), Geology, Hydrogeology, Census data were collected from various government and non-
government agencies. The monitoring photographs are given in Figure 3.1.
3.1.4 Methodology
The methodology adopted for conducting the studies are:
Reconnaissance of the study area;
• Selection of sampling locations based on the predominant wind directions recorded by the
nearest India Meteorological Station (IMS);
• Existing topography of the study area;
• Location of existing surface water bodies like rivers, lakes/ponds and streams; and
• Location of villages/towns/sensitive areas, and areas, which represent baseline conditions;
The BAL has not started its first phase production as the construction of the first phase is
under the process. Therefore there will not be operational pollution from the project. Hence
the EIA study is conducted normally without considering the pollution effects of the first phase
production. The establishments of baseline for valued environmental components are
described in the following sections.
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Figure 3.1: Environmental Parameters Sampling Photographs
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3.2 BASELINE ENVIRONMENT
The baseline environmental quality represents the background environmental scenario of
various environmental components such as air, noise, water, and land and socio economic
status of the study area. The general study area covers 10 km radius of the proposed plant site.
3.2.1 Micro Meteorology of Study Area
Meteorology of the study area plays an important role in the air pollution studies. The
prevailing micro meteorological conditions at the proposed project site will regulate the
dispersion and dilution of air pollutants in the atmosphere. The predominant wind directions
and the wind speed will decide the direction and distance of the most affected zone from the
proposed activity. The meteorological data collected during the monitoring period is very
useful in interpretation of baseline as input for dispersion models for predicting the Ground
Level Concentrations (GLC).
An auto weather monitoring station was installed during the months of from December 2016
to February 2017 to record various meteorological parameters on hourly basis to understand
the wind pattern, Temperature variation, solar insulation and relative humidity variation etc.
Percentage frequencies of wind in 16 directions have been computed from the recorded data
of the study period to plot wind rose diagram. Figure 3.2 represents the wind pattern of the
study period.
3.2.2 Wind pattern during Study Period (from December 2016 to February 2017)
Predominant Wind directions during this period were from the N to NE sector accounting to
about 75.54 % of the total time. Wind speeds during this period were varying between 1 – 20
kmph and some time more than 20 kmph. The wind of less than 1.0 kmph was treated as calm
and calm conditions are 24.46% of the study period time.
Climatology
The IMD based climate data is given in Table 3.1 and Site specific data is given in Table 3.2.
Table 3.1: Climatological Data (IMD Based)
Month Atmosphere Pressure (mb)
Temperature (oC)
Relative Humidity
(%)
Rainfall (mm)
08.30 17.30 Max. Min. 08.30 17.30 January 914.7 913.0 25.3 12.3 66 44 7.2 February 913.5 910.6 28.2 14.7 68 36 2.8 March 912.7 909.0 31.3 17.8 60 37 16.8 April 910.2 907.5 33.9 20.3 65 48 44.2 May 907.8 904.5 34.2 22.2 6Z 49 72.1
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Month Atmosphere Pressure (mb)
Temperature (oC)
Relative Humidity
(%)
Rainfall (mm)
June 904.1 901.8 30.9 23.0 70 67 205.6 July 903.0 901.5 25.2 20.3 90 88 420.2 August 904.1 902.4 25.4 20.5 90 84 480.5 September 906.Z 904.0 26.7 20.8 88 83 238.5 October 910.6 90B.2 26.7 18.5 80 75 135.6 November 913.5 911.8 25.4 13.5 73 57 20.1 December 916.0 912.5 24.9 11.4 74 50 4. 2 Range 901.5-914.7 11.4 -34.2 36 - 90 1647.8
(Source: IMD, Vishakhapatnam) Table 3.2: Site Specific Climatological Data (December 2016 to February 2017)
Month Temperature
(oC) Relative
Humidity (%)
Rainfall (mm)
Atmosphere Pressure (mb)
Min Max Min Max Min Max December 2016 11.2 25.4 54 76 1.2 914 922 January 2017 12.8 26.1 47 69 - 910 918 February 2017 14.3 29.5 36 65 - 906 914
Figure 3.2: Windrose Diagram
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3.3 AMBIENT AIR QUALITY
In order to identify the background air quality data and also to represent the interference from
various industrial and local activities, screening techniques have been used for identification of
air quality stations in the study areas. The following points have been considered for the
selection of air quality monitoring stations.
Predominant wind directions
Topography of the study area
Terrain and sensitive areas
Populated areas near to the project area
Magnitude of the surrounding industries
3.3.1 Identifications of Various Industrial Operations in the Study Area
The area experiences dry climate and most of the roads in the area are good in condition. The
proposed expansion project is located in the notified Industrial estate and various industrial
operations in the study area are considered in the present study.
3.3.2 Topography / Terrain and Sensitive Areas of the Study Area
The site is located at an elevation of 135 m above mean sea level (MSL). There are no sensitive
areas with the study area. Based on the above, the AAQ stations have been identified and
locations of ambient air quality stations are presented in Table 3.3.
3.3.3 Identification of Ambient air Quality Monitoring Stations
Ambient air quality of the study area has been assessed through a network of 8 ambient air
quality locations. These stations are designed keeping in view of the climatological conditions
of the study region.
Table 3.3: Ambient Air Quality Monitoring Stations
Code Sampling Location Distance (km) w.r.t Project
Direction w.r.t Project
A-1 Project Site -- --
A-2 Paradi 3.0 WSW A-3 Golladi Agraharam 5.0 S
A-4 Somapuram 7.0 SW A-5 Alajangi 7.5 E A-6 Dongaravalasa 5.5 NW A-7 Bobbili 5.5 NE
A-8 Godarayunlyalasa 7.5 S
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The above monitoring stations are located such that a representative background ambient air
quality levels are obtained. Figure 3.3 shows the location of ambient air quality monitoring
stations in the study area.
Pre-calibrated R.D. Samplers and High Volume Samplers have been used for monitoring the
existing AAQ status. Maximum, Minimum, Average and Percentile values have been computed
from the raw data collected at all individual sampling stations to represent the Ambient Air
Quality Status.
The Ambient Air Quality studies were carried out during from December 2016 – February
2017. The significant parameters viz. Suspended Particulate Matter (SPM), Respirable
Particulate Matter (RPM), Sulphur dioxide (SO2), Oxides of Nitrogen (NOx) and Carbon
monoxide (CO) were monitored. The data thus obtained is considered for preparing this
report.
3.3.4 Sampling & Testing Methodology
Table 3.4 gives the standard procedures adapted for sampling and testing. The procedures are
in compliance with CPCB & MoEFCC.
Table 3.4: Sampling and Testing Methodology
Parameter Duration of Sampling Recommended Analytical Procedure
PM10 and PM2.5 24 hours - continuous Gravimetric Method as per IS: 5182 SO2 8 hours – continuous Pararosaniline – Colorimetric method
NOx 8 hours - continuous Modified Jacob & Hochheiser method
CO Grab Sample As per IS 5182 3.3.5 Analysis of Baseline Concentrations
Statistical parameters like Arithmetic mean and 98th percentiles have been computed from the
observed raw data for all sampling stations. Minimum and maximum noise levels recorded are
also calculated from the data. The summary of baseline data values minimum, maximum along
with 98th percentile value for PM10, PM2.5, SO2 and NOX are presented in Table 3.5. These are
compared with the Revised National Ambient Air Quality Emission Standards issued by the
Ministry vide G.S.R.no.826 (E) dated November 16, 2009. The detailed monitoring results are
given in Annexure 8.
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Figure 3.3: Ambient Air Quality Monitoring Location
Air Quality M
onitoring Location
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Table 3.5 (A): Particulate Matter – PM10
Location Name Minimum Maximum Average 98th Percentile Plant area 67.3 74.8 71.0 74.4 Paradi 48.3 55.2 51.4 54.9 Alajangi 44.8 55.9 50.9 55.3 Godryanivalasa 43.1 50.2 47.0 50.2 Somapuram 40.9 49.6 46.2 49.6 Dongaravalasa 37.2 43.8 40.6 43.6 Golladi 55.1 62.3 59.7 62.3 Bobbilli 60.5 69.8 65.3 69.7
Table 3.5 (B): Particulate Matter – PM2.5
Location Name Minimum Maximum Average 98th Percentile Plant area 28.2 31.0 29.5 30.8 Paradi 18.8 21.1 20.0 21.0 Alajangi 17.7 21.9 19.9 21.6 Godryanivalasa 17.5 20.1 18.8 20.0 Somapuram 16.2 19.9 18.1 19.8 Dongaravalasa 14.2 16.3 15.4 16.3 Golladi 22.2 25.4 24.1 25.4 Bobbilli 24.3 28.5 26.2 28.4
Table 3.5 (C): Sulphurdioxide - SO2
Location Name Minimum Maximum Average 98th Percentile Plant area 11.6 12.8 12.1 12.7 Paradi 12.3 14.1 13.2 14.0 Alajangi 12.4 15.2 13.5 15.0 Godryanivalasa 10.2 12.0 11.1 12.0 Somapuram 10.1 12.4 11.2 12.3 Dongaravalasa 9.3 10.9 10.1 10.7 Golladi 11.4 13.2 12.3 13.1 Bobbilli 11.8 13.8 12.8 13.8
Table 3.5 (D): Oxides of Nitrogen – NOx
Location Name Minimum Maximum Average 98th Percentile Plant area 14.1 15.5 14.8 15.4 Paradi 15.0 17.1 16.1 17.0 Alajangi 14.8 18.2 16.2 18.0 Godryanivalasa 13.0 15.0 13.9 14.9 Somapuram 12.7 15.4 14.0 15.3 Dongaravalasa 12.1 13.2 12.7 13.1 Golladi 13.8 16.1 14.8 16.0 Bobbilli 14.7 17.4 16.0 17.2
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Table 3.5 (E): Carbon Monoxide – CO
Location Name Minimum Maximum Average 98th Percentile Plant area 0.5 0.7 0.6 0.7 Paradi 0.0 0.0 0.0 0.0 Alajangi 0.0 0.0 0.0 0.0 Godryanivalasa 0.0 0.0 0.0 0.0 Somapuram 0.0 0.0 0.0 0.0 Dongaravalasa 0.0 0.0 0.0 0.0 Golladi 0.0 0.0 0.0 0.0 Bobbilli 0.2 0.2 0.2 0.2
Table 3.5 (F): Ammonia – NH3
Location Name Minimum Maximum Average 98th Percentile Plant area 15.5 17.7 16.4 17.6 Paradi 6.1 7.6 6.7 7.6 Alajangi 6.1 7.9 6.9 7.8 Godryanivalasa 6.3 7.9 7.0 7.9 Somapuram 6.2 7.9 6.7 7.7 Dongaravalasa 5.3 6.8 6.0 6.8 Golladi 10.5 12.3 11.4 12.2 Bobbilli 9.1 13.1 11.5 13.0
Table 3.5 (G): Ozone – O3
Location Name Minimum Maximum Average 98th Percentile Plant area 19.4 23.3 21.5 23.2 Paradi 10.5 13.4 11.5 13.0 Alajangi 11.5 13.8 12.7 13.7 Godryanivalasa 10.5 12.7 11.2 12.7 Somapuram 10.5 12.1 11.3 12.1 Dongaravalasa 9.3 11.2 10.1 11.1 Golladi 15.1 17.6 16.2 17.3 Bobbilli 17.3 21.4 19.7 21.4
3.4 NOISE ENVIRONMENT
The acoustical environment varies dynamically in magnitude and character throughout most
communities. The noise level variation can be temporal, spectral and spatial. The residential
noise level is that level below which the ambient noise does not seem to dropdown during the
given interval of time and is generally characterized by unidentified sources. Ambient noise
level is characterized by significant variations above a base or a residential noise level. The
maximum impact of noise is felt on urban areas, which is mostly due to the commercial
activities and vehicular movement during peak hours of the day.
Measured noise levels displayed as a function of time provides a useful scheme for describing
the acoustical climate of a community. Noise levels records at each station with a time interval
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of about 30 minutes are computed for equivalent noise levels. Equivalent noise level is a single
number descriptor for describing time varying noise levels. The equivalent noise level is
defined as mathematically.
10Log1/ TΣ (10Ln/10)
Where L = sound pressure level a function of time dB (A) & T = Time interval of observations
Noise levels during the night time generally drop, therefore to compute Equivalent noise levels
for the night time, noise levels are increased by 10 dB(A) as the night time high noise levels are
judged more annoying compared to the day time. The noise recording stations are shown in
Figure 3.4 and Table 3.6 and the summary of the minimum, maximum, day - equivalent, night
- equivalent and day-night equivalent values computed for various locations in the study area
is presented in Table 3.7.
Table 3.6: Ambient Noise Quality Monitoring Stations
Code Location Distance (km) w.r.t Project
Direction w.r.t Project
N-1 Project Site -- -- N-2 Paradi 3.0 WSW N-3 Alajangi 5.0 S N-4 Golladi 7.0 SW N-5 Somapuram 7.5 E N-6 Godrayanavalasa 5.5 NW N-7 Dongarvalasa 5.5 NE N-8 Bobbili 7.5 S
Table 3.7: Noise Levels during Study Period
Equivalent Noise levels
N1 N2 N3 N4 N5 N6 N7 N8
LMax 69.6 53.9 54 54.1 48.3 49.2 49.5 63.6 LMin 60.2 43.1 43.1 42.8 40.8 41.6 41.6 51.2 Ld 68.4 53.5 53.1 52.7 45.9 48.4 48.5 61.9 Ln 63.0 43.9 43.7 43.3 40.9 42.2 42.2 52.3 CPCB Ld
Ln 75 55 55 55 55 55 55 55 70 45 45 45 45 45 45 45
L min : Minimum Noise Level Recorded L max : Maximum Noise Level Recorded Ld : Day Equivalent Ln : Night Equivalents Ldn : Day-Night Equivalents
It is observed that the noise values obtained were within the prescribed Ambient Air Quality
Standards with respect to Noise.
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Figure 3.4: Noise Monitoring Locations
Noise M
onitoring Locations
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3.5 WATER ENVIRONMENT
Assessment of baseline data on Water environment includes
a) Identification of surface water sources
b) Identification of ground water sources
c) Collection of water samples
d) Analyzing water samples collected for physico-chemical and biological parameters
Assessment of water quality in the study area has been carried out as per the Indian standard
IS 10500:2012 (drinking water standard). The locations of water sampling are shown in Figure
3.5 and Table 3.8.
Table 3.8 Water Sampling Locations
Code Location Source Distance (km) w.r.t Project
Direction w.r.t Project
GW-1 Plant Area Bore well -- -- GW-2 Paradi Bore well 3.0 WSW GW-3 Alajangi Bore well 7.5 E GW-4 Golladi Bore well 5.0 S GW-5 Sompuram Bore well 7.0 SW GW-6 Godarayunlyalasa Bore well 7.5 S GW-7 Dongaralavalasa Bore well 5.5 NW GW-8 Bobbili Bore well 5.5 NE SW-1 Vegavathi River near
Alajangi (down stream) Surface 7.0 E
SW-2 Vegavathi River near Paradi (upstream)
Surface 3.0 WSW
SW-3 Pond near Embrudivalada Surface 2.5 NE SW-4 Pond in APIIC Growth
Center Surface 3.6 NW
The analytical data of surface water quality and ground water quality is given in Table 3.9 and
Table 3.10.
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Table 3.9: Ground Water Quality S.
No. Parameters Unit Limits as
Per IS: 10500:2012
GW 1 GW 2 GW 3 GW 4 GW 5 GW 6 GW 7 GW 8
1 Color CU 5 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 <5.0 2 pH @ 25.5oC - 6.5-8.5 7.55 7.76 7.53 7.35 7.69 7.88 7.87 7.25 3 Turbidity NTU 1 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 4 Electrical Conductivity μMho/cm Not Specified 777 1297 2711 3578 2012 1467 920 785 5 Total Dissolved solids mg/L 500 481 791 1762 2218 1187 894 598 471 6 Total Suspended Solids mg/L Not Specified <10 <10 <10 <10 <10 <10 <10 <10 7 Alkalinity as CaCO3 mg/L 200 225.4 499.8 597.8 588 323.4 421.4 431.2 313.6 8 Hardness as CaCO3 mg/L 200 323.2 343.4 313.1 858.5 595.9 373.7 404 343.4 9 Calcium as Ca mg/L 75 93.1 60.72 89.05 161.92 105.25 80.96 72.86 101.2
10 Magnesium as Mg mg/L 30 22.08 46.63 22.08 110.44 80.99 41.72 53.99 22.08
11 Chlorides as Cl- mg/L 250 78.84 103.47 330.14 694.78 261.16 167.53 33.5 35.47 12 Sulphates as SO4 mg/L 200 88.9 84.78 173.69 244.49 87.25 89.72 106.19 73.26 13 Nitrate as NO3 mg/L 45 3.31 5.91 30.52 46.92 33.52 16.56 8.36 3.36 14 Sodium as Na mg/L Not Specified 26.8 165.2 402 398 78.9 133.6 52.5 36.5 15 Potassium as K mg/L Not Specified 2.4 2.0 2.0 2.0 3.9 2.3 2 1.3 16 Fluoride as F mg/L 1 0.83 0.53 0.54 0.92 0.78 0.73 0.41 0.57 17 Iron as Fe mg/L 0.3 0.16 0.2 0.21 0.21 0.21 0.17 0.17 0.21 18 Residual Chlorine as Cl mg/L 0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 19 Boron as B mg/L 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 20 Zinc as Zn mg/L 5 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 21 Odour - Agreeable Agree Agree Agree Agree Agree Agree Agree Agree 22 Lead as Pb mg/L 0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 23 Manganese as Mn mg/L 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 24 Cadmium as Cd mg/L 0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 25 Copper as Cu mg/L 0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 26 Chromium as Cr mg/L 0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
27 Cyanide as CN- mg/L 0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 28 Total arsenic (as As) mg/L 0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 29 Mercury (as Hg) mg/L 0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 30 Phenolic Compounds as
Phenols mg/L
0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001
31 Mineral oil mg/L 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 32 Total Coliform MPN/100
ml Shall not be
detectable in any 100 ml
sample
Absent Absent Absent Absent Absent Absent Absent Absent
33 E-Coli MPN/100 ml
Shall not be detectable in any 100 ml sample
Absent Absent Absent Absent Absent Absent Absent Absent
Note: *Agree - Agreeable
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Table 3.10: Surface Water Quality
S. No. Parameters Unit SW1 SW2 SW3 SW4 1 pH @ 25.8oC - 8.11 8.02 7.77 7.8
2 Turbidity NTU <1.0 <1.0 <1.0 <1.0 3 Color CU <5.0 <5.0 <5.0 <5.0 4 Electrical Conductivity μMho/cm 627 589 791 1253 5 Total Dissolved solids mg/L 395 365 466 814 6 Total Suspended Solids mg/L <10 <10 <10 <10 7 Oil & Grease mg/L <2.0 <2.0 <2.0 <2.0 8 Alkalinity as CaCO3 mg/L 254.8 245 352.8 343
9 Hardness as CaCO3 mg/L 252.5 181.8 242.4 363.6
10 Calcium as Ca mg/L 64.76 40.48 44.52 60.72 11 Magnesium as Mg mg/L 22.08 19.63 31.9 51.54 12 Chlorides as Cl- mg/L 37.44 35.47 35.47 167.53
13 Sulphates as SO4 mg/L 69.14 56.8 27.16 45.27
14 Nitrate as NO3 mg/L 1.84 0.18 0.18 0.13
15 Sodium as Na mg/L 31.6 56.5 67.4 119 16 Potassium as K mg/L 1.9 2.5 9.2 9.7 17 Fluoride as F mg/L 0.81 0.57 0.58 0.72 18 Iron as Fe mg/L 0.21 0.24 0.22 0.23 19 Chromium as Cr+6 mg/L <0.05 <0.05 <0.05 <0.05
20 Zinc as Zn mg/L <0.2 <0.2 <0.2 <0.2 21 Chromium as Cr mg/L <0.05 <0.05 <0.05 <0.05 22 COD mg/L 12 10 12 14 23 BOD (3 Days at 27OC) mg/L 3.2 2.59 3.2 3.5 24 Dissolved Oxygen mg/L 5.2 5.3 5.2 5.4 25 Copper as Cu mg/L <0.05 <0.05 <0.05 <0.05 26 Cyanide as CN- mg/L <0.05 <0.05 <0.05 <0.05
27 Phenolic Compounds as Phenols
mg/L <0.001 <0.001 <0.001 <0.001
28 Mercury (as Hg) mg/L <0.001 <0.001 <0.001 <0.001 29 Lead as Pb mg/L <0.01 <0.01 <0.01 <0.01 30 Manganese as Mn mg/L <0.1 <0.1 <0.1 <0.1 31 Cadmium as Cd mg/L <0.003 <0.003 <0.003 <0.003 32 Total arsenic (as As) mg/L <0.01 <0.01 <0.01 <0.01 33 Total Coliform MPN/100ml 32 25 94 84 34 E-Coli MPN/100ml Absent Absent Absent Absent
Groundwater Samples within 10 km Radius
• pH of the ground water samples collected was in the range of 7.7 – 8.11.
• Total Dissolved Solids in the samples was in the range of 365 - 814 m g /l.
• Total Hardness was found to vary between 181.8 – 363.6 mg/l.
• Chlorides concentration was found to vary between 35.47 – 167.43 mg/l.
• Fluoride concentration was found to vary between 0.57 – 0.81 mg/l.
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• Sulphates concentration was found to vary between 27.16 – 69.14 mg/l.
• Heavy metal concentrations in all the samples were found to be well within the limits.
Surface Water Samples within 10 km Radius
• Water samples from 8 surface water bodies have been collected and analyzed as per IS
standards
• pH of the surface water samples collected was in the range of 7.25 - 7.88.
• Total dissolved solids in the samples were in the range of 471 - 2218 m g /l.
• Total Hardness was found to vary between 313.1 – 858.5 mg/l.
• Chlorides concentration was found to vary between 33.5 – 694.78 mg/l.
• Fluoride concentration was found to vary between 0.41 – 0.92 mg/l.
• Sulphates concentration was found to vary between 73.26 – 244.49 mg/l.
• Heavy metal concentrations in all the samples were found to be well within the limits.
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Figure 3.5 Water Sampling Locations
Water Sam
pling Locations
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3.6 LAND ENVIRONMENT
3.6.1 Soil Quality
The soil samples were collected from 8 sampling locations within an area of 10 km radius
around the proposed project for analysis of the physico-chemical characteristics of the
soil quality. The locations of soil sampling stations are given in Table 3.11 and Figure 3.6.
Table 3.11 Soil Sampling Locations
Code Location Distance (km) w.r.t Project
Direction w.r.t Project
S-1 Plant Area -- -- S-2 Paradi 3.0 WSW S-3 Alajangi 7.5 E S-4 Golladi 5.0 S S-5 Sompuram 7.0 SW S-6 Godiranavalasa 7.5 S S-7 Dongaralavalasa 5.5 NW S-8 Bobbili 5.5 NE
The Soil Analysis Results are given in Table 3.12.
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Table 3.12: Soil Quality Results
S. No
Parameters S 1 S 2 S3 S4 S5 S6 S7 S8
1 pH 6.56 7.55 7.96 6.93 6.56 6.52 6.59 7.54 2 Electrical Conductivity 137 79 306 455 70 77 88 148 3 Bulk Density 1.22 1.26 1.2 1.24 1.31 1.21 1.28 1.21 4 Moisture Content 3.15 4.2 6.28 4.3 2.94 3.5 4.38 3.84 5 Organic carbon 0.44 0.6 0.62 0.81 0.36 0.52 0.48 0.65 6 Available Calcium as Ca 1553.4 3514.93 2697.34 1103.66 510.82 878.76 674.37 2636.34 7 Available Magnesium as Mg 346.9 1610.68 1164.58 793.04 210.6 433.66 284.96 718.65 8 Available Nitrogen as N 100.3 103.46 134.83 159.92 94.08 112.9 137.98 128.56 9 Available Phosphates as P 86.3 94.86 98.59 104.58 99.59 92.89 89.91 122.55
10 Available Potassium as K 201.5 326.86 353.77 362.68 234.06 262.01 358.2 382.87 11 Texture 12 a) Sand 30.2 12.4 18.6 23.7 51.2 31.6 24.2 25.6 13 b) Slit 60.4 56.8 49.2 43.5 42.5 56.4 61.9 45 14 c) Clay 9.4 30.8 32.2 32.8 6.3 12 13.9 29.4 15 Soil Type Silty
Loam Silty clay
Silty clay
Clay Loam
Sandy Loam
Silty Loam
Silty Loam
Clay Loam
16 Cadmium as Cd <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 17 Chromium as Cr 24.74 20.56 17.66 24.15 21.65 24.43 24.83 20.5 18 Nickel as Ni 24.69 44.62 37.95 41.74 20.65 22.79 33.1 39.85 19 Lead as Pb <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 <2.0 20 Copper as Cu 22.18 39.51 33.78 36.63 16.47 23.17 31.82 24.13 21 Zinc as Zn 34.02 59.57 48.28 50.83 28.34 36.25 33.16 38.64 22 Sodium Absorption
Ratio(SAR) 0.15 0.41 0.36 0.12 0.28 0.2 0.25 0.1
Conclusion
The following are the highlights of soil quality in the study area are as follows Soil Samples
within 10 km Radius
• PH of the soil samples were found to be in the range of 6.52 – 7.96
• Organic content of the soil samples was found to be medium exhibiting in the range of 0.36
% - 0.81 % and average fertility
• Soils in the area were found to be sandy silty clayey in texture with sand percentage in the
range between 12.4 – 51.2 %, silt between 42.5 – 61.9 % and Clay 6.3 – 32.8 %.
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Figure 3.6: Soil Sampling Locations
Soil Sampling Locations
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3.7 GEOLOGY AND HYDROGEOLOGY
3.7.1 General
Vizianagaram is a Coastal District of Andhra Pradesh. In Vizianagaram a suite of graphite
bearing calc-silicate granules, veined by syenitic rocks, developed wollastoneite-rich veins at 6-
7 Kbar and >850 oC. During subsequent nearisobaric cooling wollastonite was replaced by
calcite + quartz and a graphic intra growth of fluorite + quartz + clinopyroxene. Titanite with
variable Al and F contents is present throughout the rock. Combining the compositional
variation of titanite and recent experimental data, it is demonstrated that the mineral
assemblage, the composition of coexisting fluids and the mobility of Al exert a far greater
control on the composition of titanite than pressure, temperature or the whole rock
composition.
3.7.2 Physiography and Drainage
The district is dominantly hilly in nature, thickly wooded and rugged. The drainage pattern is
sub parallel to sub dendritic.
3.7.3 Geology
The district forms a part of Easter Ghat Mobile belt exposing all the characteristic lithounits of
the Eastern Ghat Supergroup such as the khondalite group is represented by khondalite
(quartz-felspar-garmet-sillimanite-graphite gneiss), calc granulite and quartzite which occur as
impersistent bands within the khondalite. The charnockite group consists of acid,
intermediate, and basic varieties. The migmatite group consists various rock types including
leptynite, porphyroblastic granitioid gneiss, gamet-biotite-hypersthene gneiss, quartzo
felspathic mobilisates and other associated hybrid rocks. Bauxitic laterite occupies several flat
topped and gently slopping hills at elevation at 100m and above. Laterites are mostly
developed on khondalites and rarely on charnockites. Tirupathi sandstone of Gondwana
supergroup occurs unconformably over the Archaean crystallines. This is represented by
coarse sandstone and clays exposed close to the coast. Channel bars and active channels
contain brown silts and coarse sand. The marine sediments of active beach and tidal flat are
seen in the narrow coastal plain. The coastal plain south of Elamanchili is rocky, scarp faced
and believed to be fault controlled. The rocks along the coast bear the impressions of sea level
fluctuations up to an elevation of 145m above MSL. The structural grain of the litho units is
defined by foliation which is considered to have developed because of first phase of folding
and uniformly shows parallelism with the primary layering wherever preserved. The strike of
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the foliation varies from NE-SW to NW – SE with moderate to steep dips. The rocks have been
subjected to tight isoclinal folding having regional trend of NE-SW. As a result of cross folding
on NW-SE axis, structural domes and basins have been formed in the area.
3.7.4 Geomorphology and Geohydrology
The main landforms are structural ridges or hogbacks with intermittent softer migmatitic rocks
forming low plains referred to as pediplain pediment complex. The coastal plain is made of
beach ridges, tidal flats and lagoons. A 100 m high scarp is seen along the coast imprints of sea
erosion such as caves, wave cut benches, notches and pitted surfaces. The groundwater in the
major part of the district within the Easternghat supergrop of rocks is fracture controlled the
potentially is high along the fractures and it is low to moderate away from fractures. The
permeability in these rocks is 0.50-20 m/day and specific yield is 0.005-0.025 ltrs/sec. The
ground water occurs at shallow depths in flood plains.
3.7.5 Soil and Land Use
The district is characterized by red loamy soil in the northern part and red sandy soils in the
southern part. Coastal alluvial and sandy soils are seen in the coastal plain. A patch of lateritic
soil occurs in the northeastern part. Upper part of the district is covered by forest land; flood
plains are covered by arable land and the rest by grass lands.
3.7.6 Geotechnical Characteristics and Natural Hazards
The area has been demarcated into two engineering geological provinces mainly based on
bearing capacity/compressive strength and foundation characteristics. Bearing capacity of the
rock types vary from low to high and the foundation characteristics are poor to very good. The
entire area falls under Seismic Zone-II. The coast is erosional type fault controlled, hence is
vulnerable to tremors. The coastal area is prone to cyclonic storms.
3.8 LAND USE STUDIES
Studies on land use aspects of eco-system play important roles for identifying sensitive issues,
if any, and taking appropriate actions for maintaining the ecological balance in the
development of the region.
3.8.1 Objectives
The objectives of land use studies are:
• To determine the present land use pattern;
• To analyze the impacts on land use due plant activities in the study area; and
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• To give recommendations for optimizing the future land use pattern vis-a-vis growth of
plant activities in the study area and its associated impacts.
3.8.2 Methodology
For the study of land use, literature review of various secondary sources such as District
Census Handbooks, regional maps regarding topography, zoning settlement, industry, forest
etc., were taken. The data was collected from various sources like District Census Handbook,
Revenue records, state and central government offices and Survey of India (SOI) toposheets
and also through primary field surveys.
3.8.3 Land use Based on Secondary Data
Based on the census report, 10-km radial distance around this Plant Centre has been
considered in the study. These areas were studied in detail to get the idea of land use pattern
in the study area. The land use pattern of the study area is given in Table-3.13 and Figure 3.7.
The FCC map and Land use map are given in Figure 3.8 and Figure 3.9.
Table 3.13: Land Use Pattern of the Study Area
S. No.
Particular Area (ha.) PGA *** (%)
1 Forest Land 18.311 5.825 2 Barren Land 5.195 1.652
3 Water body 19.391 6.169 4 Built-up Land 8.257 2.627 5 Agriculture Land 263.189 83.727 Total 31400 100
(*** Percentage to total geographical area)
Figure 3.7: Pie Diagram for Land Use Pattern in the Study Area
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Figure 3.8: FCC Map of the 10 Km Study Area
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Figure 3.9: Land use Map of the Study Area
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3.9 ECOLOGY
3.9.1 Introduction
A natural ecosystem is a structural and functional unit of nature. It has components, which
exist in harmony and survive by interdependence. Ecosystem has self-sustaining ability and
control the number of organisms at any level by cybernetic rules. The effect of this is that an
ecosystem does not become imbalanced. Development is must for any nation, however, the
development needs a price. The price is paid by one kind of people and natural biota and other
people reap fruits of prosperity. The disparity between the sufferers and enjoyers increases.
The only plausable answer to this is eco-friendly development. The ecological study was
undertaken with the objective of the following:
• to assess the nature and distribution of vegetation in and around the project site;
• to asses the distribution of animal life spectra; and
• to asses the biodiversity and to understand the resource potential.
3.9.2 Methodology
Adopted for the Survey to achieve above objectives a detailed study of the area was
undertaken in 10-km radius area with the project site as its center. The different methods
adopted were as follows: Compilation of secondary data with respect to the study area from
published literature and Government agencies; Generation of first hand data by undertaking
systematic ecological studies in the area; Interrogating local people so as to elicit information
for local plants, animals and their uses; and Gathering data for ethnobiology. The present
report gives the review of published secondary data and the results and general ecological
survey conducted in the month of Jan-2017.
3.9.3 Terrestrial Ecological Status
Floristic Richness
The area shows many algae, fungi, bryophytes and ferns. Algae are present in aquatic bodies
or in marshy places. Fungi, particularly from ascomycetes and basidiomycetes are located on
ground or epiphytically. Lichens of crustose, foliose and fruticose types are present on
different substrates (Lichens, Ascomycetes and Basidiomycetes could be observed near hilly
terrain). Bryophytes occur in wet areas and occasionally on barks of trees and old walls of
houses. The commonly observed bryophtes in this area are Funaria sp. and Polypodium sp.
Fern flora of the study area is insignificant. The aquatic weeds Hydrilla sp. Chara sp. and
Salvinia were observed in small ponds and in agricultural fields.
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Life Form Spectrum
Raunkiaer defined life forms as the sum of adaptations of plants to climate. BraunBlanquet
(1951), whose system is adapted in this study, modified the Raunkiaer's system. Following five
of the ten classes created by Braun-Blanquet is present in the study area.
Phanerophytes : Shrubs and trees
Therophytes : Annuals including ferns
Hydrophytes : Water plants except plankton
Hemicryptophytes : Plants with perennial shoots and buds close to surface.
Geophytes : Plants with perennating parts buried in substratum.
During field survey, maximum 308 number of plant species (except algae, fungi and
bryophytes) were recorded from the study area. The plant species observed in the study area
are presented in Table 3.14.
Table 3.14: Class Wise Distribution of Plant Species
S. No.
Species Nos. %
1 Phanerophytes (P) 140 45.5 2 Therophytes (T) 114 37 3 Hydrophytes (H) 08 2.6 4 Hemicryptophytes (He) 39 12.6 5 Geophytes (G) 07 2.3
Total 308 100 Comments on the Life Form Spectrum
Life form spectrum is a reflection of plant community. A plant community is governed by
several factors like climatic, edaphic, topographic and biotic. Even local variations in
environment affect components of plant community. In the study area, maximum number of
species are phanerophytes (45.48%) followed by therophytes (37.10%), hemicryptophytes
(12.58%) and hydrophytes (2.58%). Presence of large number of phanerophytes (shrubs and
trees) and therophytes (annuals or herbaceous vegetation) indicates semiarid to tropical
vegetation structure. Hemicryptophytes (predominantly grasses and sedges) were found to be
significant in the area. These indicate fertile and wet soil in upper layer of soil profile.
Hydrophytes were present in both the seasonal and perennial water bodies.
Conclusions
Detailed ecological studies conducted within 10 km radius of the project site indicates
predominance of Mangifera indica, Tamarindus indica, Borassus flabellifera, Cocos nucifera,
Cassia tora, Cassia occidentlis, Eupatorium odarattum, Zizyphus rotundifolia, Achyranthes
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aspera, Parthenium hysterophorus, Tephrosia purpurea species, when compared to tree,
shrub and herb populations observed in the study area. The vegetation structure of the study
area indicates that the floral structure is uniform in nature. The wide variety of herbaceous
members and presence of wide variety of woody members reflects that the study area is a
undisturbed ecosystem. The dominance of herbaceous flora is due to southwest and northeast
monsoon rains and fertility of soil.
National Park/Sanctuary
There are no national parks and sanctuaries present in the study area of 10-km radius of the
project.
3.9.4 Endangered Animals
There are no endangered species found during the study period.
3.10 SOCIO-ECONOMIC SURVEY
The growth of industrial sectors and infrastructure developments in and around the agriculture
dominant areas, villages and towns are bound to create its impact on the socio-economic
aspects of the local population. The impacts may be positive or negative depending upon the
developmental activity. To assess the impacts on the socio-economics of the local people, it is
necessary to study the existing socio-economic status of the local population, which will be
helpful for making efforts to further improve the quality of life in the area of study. To study
the socio-economic aspects of people in the study area around the proposed project site, the
required data has been collected from various secondary sources and supplemented by the
primary data generated through the process of a limited door to door socio-economic survey.
3.10.1Methodology Adopted for the Study
The methodology adopted for the study is based on the review of secondary data, such as
District Census Statistical Handbooks-2011 and the records of National Informatics Center,
New Delhi, for the parameters of demography, occupational structure of people within the
general study area of 10-km radius around the project site.
3.10.2Review of Demographic and Socio-Economic Profile - 2011
The sociological aspects of this study include human settlements, demography, social such as
scheduled castes and scheduled tribes and literacy levels besides infrastructure facilities
available in the study area. The economic aspects include occupational structure of workers.
The salient features of the demographic and socio-economic details are described in the
following sections. Detailed Socio economic study report is given in Annexure 9.
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3.10.3Demography
Distribution of Population
As per 2011 census, the study area consists of 170203 persons. The distribution of population
in the study area is given in Table-3.15. The males and females constitute 51.0 % and 49.0 % of
the study area population respectively.
Table 3.15: Distribution of Population
Particulars 0-10 km No. of Households 42885 Male Population 85175 Female Population 85028 Total Population 170203 Average Household Size 4.4 Male % 51.0 % Female% 49.0 %
Average Household Size
The average household size of the study area is 4.4 persons. The low family size could be attributed
to a high degree of urbanization with migration of people with higher literacy levels who generally
opt for smaller family size and family welfare measures.
Gender Ratio
The configuration of male and female indicates that the males constitute to about 51.0 % and
females to 49.0 % of the total population as per 2011 census records. The sex ratio i.e. the number
of females per 1000 males indirectly reveals certain sociological aspects in relation with female
births, infant mortality among female children and single person family structure, a resultant of
migration of industrial workers. The study area on an average has 998 females per 1000 males as
per 2011 census.
Social Structure
As per 2011 census, the percentage of scheduled caste population is 12.5% within 10-km radius
study area. The percentage of Schedule tribe population is 3.7 %. The distribution of population by
social structure is given in Table-3.16
Table 3.16: Distribution of Population by Social Structure
Particulars 0-10 Schedule caste 21275 % To the total population 12.5 % Schedule Tribes 6252 % To the total population 3.7 % Total SC and ST population 27527 % To total population 16.2 %
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Other caste population 162676 % To total population 83.8% Total Population 170203
Literacy Levels
The study area experiences an average literacy rate of 56.0%. The distribution of literate and literacy
rate in the study area is given in Table-3.17.
Table 3.17: Distribution of Literate and Literacy Rates
Particulars 0-10 km Total literate 95443 Average literacy (%) 56.0 % Total Population 170203
Occupational Structure
The occupational districbution in the study area points to be predominance of Cultivators
followed by Agricalture Labourers than Household Industry Workers, (2%) are cultivators
followed by Agricaltural Labourers (39%), Other than Household Industry Workers (34%) and
Other Workers (34%).
3.11 TRAFFIC SURVEY
Traffic study measurements were performed at road near plant site to assess impact on local
transport infrastructure due to this proposed project. Road and highway studies are given in
Table-3.18
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Table 3.18: Highways in the Study Area
T
otal numbers of vehicles per hour under the three categories were determined and given in
Table 3.19.
Table 3.19: No. of Vehicles per Day
S. No. Vehicles Distribution Number of Vehicles Distribution/Day
1. Cars 1760 2. Buses 671 3. Two wheelers 1027 4. Three wheelers 927 5. Trucks 12021
--------------
Name of National/State Highway/Road
Direction Up Down
Road Near Plant Site Bobbilli Ramabhandrampuram
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CHAPTER 4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES
4.0 INTRODUCTION
Prediction of impacts is the most important component in the Environmental Impact
Assessment studies. Several scientific techniques and methodologies are available to predict
impacts of developmental activities on physical, ecological and socio-economic environments.
Such predictions are superimposed over the baseline (pre-project) status of environmental
quality to derive the ultimate (post-project) scenario of environmental conditions. The
prediction of impacts helps in minimizing the impacts on environmental quality during the
proposed project.
An attempt has been made to predict the incremental rise of various ground level
concentrations above the baseline status in respect to air pollution. The mathematical models
used for predictions in the present study is an EPA approved ISCST3 model which is used on
steady state Gaussian Plume Dispersion Model designed for point sources and area sources for
air quality. The predicted ground level concentrations computed using EPA approved ISCST3
model and plotted as isopleths concentrations.
In case of water, land, biological and socio-economic environment, the predictions have been
made based on available scientific literature and secondary sources of information.
In the earlier chapters, various process and pollution sources were identified. In this chapter,
an attempt has been made to predict the incremental rise of various ground level
concentrations above the baseline status due to the emissions from the proposed project.
BAL proposed to install the 2no’s of 9 MVA submerged electric arc furnaces for manufacturing
the Ferro manganese and Silico manganese production in addition to the 2 x 9 MVA furnaces
which are still under implementation. Hence for estimation of impacts all 6 no.s of 9 MVA
submerged electric arc furnaces were considered. To improve the supportive capacity of the
study area, mitigation measures including the measures to be undertaken at the source level
and an overall action plan at the study area level are detailed.
The impact of the proposed Ferro Alloy is studied in two distinct phases:
• Construction Phase
• Operational Phase
The impacts are regarded as temporary or short-term in construction phase where as long-
term in operational phase.
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4.1 IMPACTS DURING CONSTRUCTION PHASE
During the construction activities, activities like leveling of site, construction of plant, and
erection of equipment would be taken-up for which the possible impacts could be as explained
below. These impacts are localized, short lived for majority of the parameters and permanent
positive impact for land use only.
4.1.1 Impact on Air Quality
Site development activities and vehicular movement may cause the release of fugitive dust into
the air. Also due to construction, vehicular traffic playing along the road, there may be
marginal increase in the concentration of SO2, NOx and CO. Regular sprinkling of water is
maintained during construction activities for the dust suppression. The approach roads and
vehicles are properly maintained in good condition to minimize impact due to vehicular traffic.
The impact of activities are temporary and effects during the construction phase are restricted
and confined within the project premises and are expected to be negligible outside the plant
premises. Proper upkeep and maintenance of vehicles, sprinkling of water during this phase,
providing sufficient vegetation, etc., are some of the measures are maintained to reduce the
impacts during the construction phase.
4.1.2 Impact on Water
Water requirement for construction phase will be met from APIIC. So there will not be any
impact on groundwater source in the region. Only foundation and superstructure development
along with curing of the structure are water intensive.
Mostly local labors are employed in the construction phase. In future, if labors are allowed to
stay at site, the number would not be more than 50 workers. At peak demand, the water
requirement for labor camp would be approximately 20 m3/day @ 135 liters per capita per day
(lpcd). These workers shall be accommodated inside the project premises. Temporary
sanitation facility will be provided for the construction labor in terms of septic tank followed by
soak pits. There will be water requirement during construction phase, which will be of
temporary in nature. Thus, a minor impact is envisaged on water, during the construction
phase.
4.1.3 Impact on Noise
The sources of noise during the construction phase are vehicular traffic, construction
equipment like dozers, scrapers, concrete mixers, cranes, hoists, pumps, compressors,
pneumatic tools, saws, vibrators, etc. The noise levels due to operation of the above
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equipment will range between 70- 85 dB (A). The noise produced during construction has a
significant impact on the existing ambient noise levels. The major work will be carried out
during the daytime. Staggered operations are carried out to minimize the impact on the
ambient noise levels. The information is given in Table 4.1.
Table 4.1: Noise Limits for Appliances and Equipments
Equipment Noise Limit dB (A) Window Air Conditioner 68 Air Cooler 60 Diesel Generators 85-90 Compactors (rollers), Front Loaders, Concrete Mixers, Cranes, Vibrators, and Saws
75
Source: CPCB, Domestic Appliances and Construction Equipments at the Manufacturing Stage
4.1.4 Impact on Land Use
The proposed Ferro Alloy project is in APIIC Growth Center. There will not be any adverse
impact on land use. Land for the proposed activity is in Industrial development area, thus,
there will be minor changes in the present land use pattern.
The present construction activity employed local people. The proposed construction activities
would attract labor of about 80 to 100 of skilled and unskilled from the nearby villages. Some
skilled workers from outside areas will be housed in the nearby areas. However, local labor
force is preferred to be employed.
4.1.5 Impact on Soil Quality
No blasting is envisaged for either leveling or during the foundation work. The site is plain and
needs very little grading, filling and leveling. The soil at the project site predominantly consists
of clay-sand. The sub-strata of this area are not rocky and uniformly plain. Hence, no impacts
are anticipated.
4.1.6 Impact on Ecosystem
Terrestrial Ecology
The proposed plant is in APIIC, Bobbili Growth Centre for Industries, and the land available for
construction is barren and does not have any flora of importance. Project site is devoid of
forest cover and does not harbor any fauna of importance.
Thus, the impact on terrestrial ecosystem during construction phase will not be there.
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Aquatic Ecology
Sanitation facility will be provided to the laborers during construction, there will not be any
discharge of wastewater outside the premises of the plant or any nearby water bodies. Hence,
there will not be any impact on aquatic ecosystem of the study area.
4.1.7 Mitigation Measures During Construction Phase
The impacts during the construction phase on the environment would be of transient nature
and expected to reduce gradually on completion of the construction activities. In order to
mitigate them, the following measures are proposed.
Recommendations
During excavation and transportation over unmetalled roads at the plant site, there is scope
for localized fugitive dust emissions. Frequent water sprinkling in the vicinity of the
construction activity should be done and it should be continued even after the completion of
the construction, as there is scope for heavy truck mobility. The industry shall make provision
for water sprinklers.
Since, there is possibility of fugitive dust from the construction activity, material handling and
from the truck movement in the premises of the proposed project site, the industry is going for
extensive tree plantation.
BAL has provided suitable toilet facilities to allow proper standards of hygiene. Sanitation in
terms of septic tanks followed by soak pits are provided for the construction workers.
The noise effect on the nearest inhabitants due to construction activity will be negligible. On-
site workers are given PPE. Noise prone activities were restricted to the extent possible for
daytime hours only. The construction activities are staggered to minimize the noise impact.
An area earmarked for vehicle equipment maintenance is located in such a manner to prevent
contamination of surface and groundwater sources. Unauthorized dumping of waste oil is
prohibited for the same.
A proper garage area is earmarked for servicing of construction vehicles. Hazardous materials
like paints drums, etc., are stored in areas earmarked for the waste storage.
Hazardous wastes generated during construction phase may include lubricants, oil filters and
batteries. Pollution risks may arise from leakage and spillage of oil or fuel through poor
protection, vehicle damage or the accidental opening of valves. Potential pollution problems
may arise from storage, treatment and transportation of contaminated soils; and residual
paints and solvents. The hazardous waste material stored is and shall be disposed to
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authorized vendors on periodic basis.
On completion of construction activity, the rubble/ rubbish will be cleared and all un-built
surfaces reinstated and suitably landscaped with plantation. This will also enhance the esthetic
beauty of the plant and will help to boost the working environment during the operational
phase.
As far as possible, local labor is employed, so that need for construction camp is minimized.
Moreover, local labor is also available from the nearby villages. This will benefit the nearby
areas as well.
4.1.8 Facilities for Construction Workforce
The contractor shall be asked to provide following facilities to construction work force:
First Aid: At work place, first aid facilities shall be maintained at a readily accessible place
where necessary appliances including sterilized cotton wool etc. shall be available. Ambulance
facilities shall be kept readily available at workplace to take injured person to the nearest
hospital.
Potable Water: Sufficient supply of water fit for drinking shall be provided at suitable places.
Sanitary Facility: Within the precinct of work place, latrines and urinals shall be provided at
accessible place. These shall be cleaned at least twice during working hours and kept in a good
sanitary condition. The contractor shall conform to sanitary requirement of local medical and
health authorities at all times.
Canteen: A canteen on a moderate scale shall be provided for the benefit of workers.
Security: Proponent shall provide necessary security to work force in co-ordination with state
authorities.
4.2 IMPACT DURING OPERATIONAL PHASE
The possible beneficial and adverse impacts on each component of environment due to
operation of plant are assessed and predicted below:
4.2.1 Impact on Land Use
As mentioned earlier, the plant site falls in a notified Industrial area for industrial development,
there will not be any negative impact on the land. Only the existing land use pattern on site will
be changed. An industrial structure will be developed. In addition, the site will be beautifully
landscaped and the greenbelt will be developed to increase the aesthetic view of the land.
Thus, impact on land use will be beneficial and permanent.
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4.2.2 Impact on Soil Quality
During operation activity, the major solid waste as slag will be generated from the Ferro
Manganese Plant, which will be utilized as raw material for Silico Manganese. The slag
generated during production of Silico Manganese will be granulated and used for filling low-
lying areas.
During the operation phase, carefully designed landscaped areas and plantation will be
maintained. No significant impact is expected on the soils in and around the site, due to the
following management measures:
• Sewage water will be treated and recycled for gardening
• The entire site area will be well-paved and thus, there will be no leaching of any substances
in case of spills.
• Sludge from septic tank will be composted and used as manure for the development of
greenbelt. The manure will be organic in nature and will act as soil enricher.
Thus, the quality of the soil will improve and therefore, the impact on soil will be positive.
4.2.3 Impact on Topography
General topography of area is plain terrain and the entire project site is reasonably leveled.
However, development of land for civil works requires requisite filling, grading, leveling. Thus,
the impact on topography will be minimum and positive.
4.2.4 Impact on Air Environment
The present baseline concentrations were monitored in the EIA study. The additional emissions
are mainly from 4 x 9 MVA furnaces which are under implementation stage and 2 x 9 MVA
submerged electric arc furnaces which are proposed.
The proposed project activity will result in air emissions from the following areas.
a) Raw material Handling and storage area
b) Main Submerged Arc Furnace
c) Ferro manganese & Silico manganese storage and loading area.
The proposed submerged arc furnace being electrically operated, no fuel will be used. Hence
no major emissions are envisaged. The nature of emissions from the above units is detailed
below in Table 4.2.
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Table 4.2: Nature of Emission and Pollutant
Particular Nature of Emission Pollutant
Raw material handling & storage area Fugitive
Particulate
Matter
Main submerged arc furnace Fugitive and Flue gas
Ferro manganese & Silico manganese storage
and handling area
Fugitive
Fugitive dust emissions confine to area of emission source and its spread to further areas is
limited. Hence the impact of the fugitive dust is confined to the maximum of 50 m around the
source at a lower height of 5 – 10 m. BAL will incorporate the various pollution control systems
in the fugitive dust prone areas while designing of the plant.
The major air emissions from the proposed project, which will have the impact on the
surrounding is mainly from the Submerged Arc Furnace section where the dust is release
through flue gases to the atmosphere.
BAL will provide 6 tall stacks for each of the proposed furnaces to exhaust the flue
gas emissions. The major pollutants emitted from the unit will be particulate matter,
sulphur dioxide and oxides of nitrogen. The hot gases released from the furnace will
be of high temperature. BAL proposes to install Gas Cleaning Plant for controlling dust
emission. The hot gas emitted from the furnace will be conditioned by using radiant
coolers to reduce the temperature before entering the GCP.
The flue gases with a temperature of about 130 oC will be deducted in the Bag filter designed
for an outlet concentration of less than 50 mg/Nm3. The details of emission considered for
estimation of impacts are given below in Table 4.3.
Table 4.3 Emission Details of Proposed Furnace
Particular 6 NO’S OF 9 MVA Submerged Arc Furnaces
No. of stacks 6 Height of stack (m) 30 Diameter of stack (m) 1.5 Temperature of flue gas (oC) 130
Velocity of flue gas (m/s) 18
Volumetric Flow Rate (Nm3/sec) 23.5 Particulate matter at outlet of bag filter (gm/sec/stack) (@ 50mg/Nm3 at outlet ) 1.18
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Sulphur Dioxide Emission (gm/sec/stack) ----- Oxides of Nitrogen (gm/sec/stack) 2.35
4.2.5 Stack Height Estimation
BAL already proposes to install five tall stacks for each of the 6 no.s of 9 MVA Submerged
Electrical Arc Furnaces. The stack height has been estimated based on CPCB norms.
BAL proposes to install additional 2 numbers of tall stacks of 30 m height each for effective
dispersion of flue gas emissions, which will be generated from the 6 no’s of 9 MVA submerged
electric Arc Furnaces.
Stack Emissions Input Data to the Model
Industrial Source Complex Short Term (ISCST3) regulatory model recommended by United
States Environmental Protection Agency (USEPA) has been used for predicting the incremental
concentrations of PM and NOx form the proposed plant activities. ISCST3 is capable of
modeling multiple sources in simple and complex terrain.
ISCST3 calculates ground level and elevated ambient concentrations or deposition from stack,
volume and/ or area sources. The steady-state Gaussian plume equation for a continuous
source is used to calculate ground level concentrations for stack.
Input parameters required for ISCST3 are given below:
• X and Y co-ordinates for the source
• Source strength in terms of g/sec for NOx and PM
• Height of the stack in meters
• Temperature of the exit gas in degree Kelvin
• Exit velocity of the gas in m/sec
• Diameter of the stack in meters
• Meteorological parameters such as hourly data for wind direction, wind speed, mixing
height and atmospheric stability class
The air pollution modeling carried out represents the worst case operating scenarios. The
pollutants considered for modeling include NOx and Particulate Matter.
4.2.6 Meteorological Data
The meteorological data recorded continuously during the months of December 2016 to
February -2017 on hourly basis on wind speed, wind direction and temperature has been
processed to extract the 24 – hourly mean meteorological data as per the guidelines of IMD
and MoEFCC for application of ISCST3 model. Stability classes computed for the mean hours
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are based on guidelines issued by CPCB on modeling. Mixing heights representative of the
region have been taken from the available published literature. The hourly meteorological data
recorded at site is converted to the mean hourly meteorological data as specified by CPCB and
the same has been used in the mode. In absence of site-specific mixing depths, mixing depths
published in “Spatial Distribution of hourly Mixing Depths over Indian Region” by Mr. R.N.
Gupta and recommended by CPCB have been used.
Model Employed
Prediction of cumulative ground level concentration due to emissions from the proposed
project has been computed using EPA approved ISCST3 model.
4.2.7 Application of ISCST3 for Prediction of Ground Level Concentration
ISCST3 Model with the following options has been employed to predict the ground level
concentration due to emissions from the proposed project in the Ferro alloy plant.
Areas being rural, rural dispersion parameters are considered.
Predictions have been carried out to estimate concentration values over radial distance of
10 km around the sources
Emission rates from the point sources and area sources were
considered as constant and during the entire period.
Consideration of settling velocity of the particles
The ground level concentrations computed were as is basis without any consideration of
decay coefficient.
Calm winds recorded during the study period were also taken into consideration
24 hourly (for 24 – hour mean meteorological data as per guidelines of IMD and MoEFCC )
mean ground level concentrations were estimated for the winter season using the mean
meteorological data of December 2016 to February 2017.
Emission Sources Considered for Simulations
Emissions from the 6 no’s 9 MVA Submerged electric Arc furnaces have been considered for
prediction of impacts.
Maximum Ground Level Concentrations:
Ground level concentrations of SPM and NOx were estimated using the mean meteorological
data to project the incremental increase of concentration above baseline concentrations due
to emission from the project.
The resultants values are compared with National Ambient Air Quality Emission (NAAQE)
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Standards issued by Ministry vide G.S.R no. 826(E) dated November 16, 2009. Figure 4.1 and
Figure 4.2 represents the spatial distribution of the predicted ground level concentrations of
PM, and NOx due to emissions from the proposed project.
Post Project Scenario
Maximum ground level concentrations are predicted considering 24-hourly mean
meteorological data of during December 2016 to February 2017, superimposed on the
maximum baseline concentrations obtained during the study period to estimate the post
project scenario which would prevail at the post operations phase.
The Overall Scenario with predicted concentrations over the maximum baseline
concentrations is shown below.
Table 4.4 Overall Scenarios within Study Area
24 Hourly Concentrations
Particulate Matter (PM) (µg/m3)
Oxides of Nitrogen (NOx) (µg/m3)
Baseline Scenario (Max) 74.8 18.2
Predicted Ground Level Concentration (Max)
6.66 13.2
Overall Scenario 81.46 31.4 NAAQ Standards 100 80
Impact on Villages
It is observed that based on the predicted concentrations it can be inferred that area is
unlikely to be significantly affected due to the proposed project. The details of incremental
and resultant data are given in Table 4.5.
Table 4.5 Impact on AAQ Locations (PM10)
Location Baseline Concentration (µg/m3)
Incremental (µg/m3)
Resultant (µg/m3)
Plant Area 74.8 4.3 79.1 Paradi 55.2 4.5 59.7 Alajangi 55.9 0.0 55.9 Godryanivalasa 50.2 1.0 51.2 Somapuram 49.6 5.1 54.7 Dongaravalasa 43.8 0.0 43.8 Golladi 62.3 3.5 65.8 Bobbilli 69.8 0.0 69.8
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cc
Figure 4.1: Ground Level Concentrations of Particulate Matter
Air Q
ualit
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onito
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Loca
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-100
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Figure 4.2: Ground Level Concentrations of NOx
Air Q
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ring
Loca
tions
-100
00.0
0-6
000.
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000.
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Observations
It is observed from the model output that the incremental concentrations for PM10, and NOx
levels, maximum GLCs were observed to be 2 km in south east direction. It is noted that after
adding the incremental concentrations to maximum baseline values also, the ambient levels
will be within the specified limits.
Hence it can be concluded that, though there will be an increase in GLC levels, no major
significant impact on the air quality due to the proposed project is envisaged.
4.2.8 Noise Environment
During construction, no significant impact is envisaged as most of the construction equipment
produces noise level below 80 dB (A). The noise generated is expected to be intermittent and
of short duration.
During operational phase after the proposed project the major noise generating sources are
plant machinery and generator. These sources will be located far off from each other. Under
any circumstances the noise level from each of these sources will not exceed 75 dB (A). The
present noise levels monitored at proposed plant are in the range of 75.0– 85.0 dB (A)
(Lp total) during the day time as there is construction of the first phase in the site.
Prediction of anticipated noise levels have been computed using point source model. A basic
phenomenon of the model is the geometric attenuation of sound. Noise at a point generates
spherical waves which are propagated outward from the source though the air at a speed of
1,100 ft/sec, with the first wave making an ever increasing sphere with time. As the wave
spreads the intensity of noise diminishes as the fixed amount of energy is spread over an
increasing surface area of the sphere.
The assumption of the model is based on point source relationship i.e. for every doubling of
the distance the noise levels are decreased by 6 dB (A). Point source propagation is defined by
the following equation:
Lp2 = Lp1 - 20 log r2/r1
Where Lp1 and Lp2 are sound pressure levels at points located at distances r1 and r2,
respectively, from the source.
Noise level at the plant boundary, calculated from the above equation, is expected to be less
than 60 db (A). Predictions carried out are on as is basis without taking into consideration any
attenuation factors. Additional attenuation is expected, due to atmospheric effect or its
interaction with objects in the transmission path.
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Based on the above principle a noise model “Dhawani” has been developed by National
Environmental Engineering Research Institute (NEERI). The details of the model are as follows:
• Maximum number of sources is limited to 20
• Noise levels can be predicted at any distance depending upon the grid scale
• Model is designed to take topographical conditions (flat, undulated, etc.) terrain
• Coordinates of the sources with respect to the center co-ordinates of 0,0
• Maximum and minimum levels are calculated by the model
• Output of the model in the form of isopleths
• Environmental attenuation factors have not been incorporated in the model
Operational Noise Assessment
Noise generating equipments /machinery in the proposed project is given in table. Predictions
have been made taking into account all operations and utilities reflecting the worst-case
scenario. The predicted Noise Levels along the proposed plant boundary are shown in the
following Table 4.6, which are below the ambient noise standards. It is predicted that the high
noise levels will be limited to work zone only and the noise levels gradually decreases further
away from the source. Therefore, the impact of noise due to Ferro Alloy plant will be negligibly
adverse in nature.
Table 4.6: Expected Noise Levels from Different Units
S. No. Source
1 Air compressors 2 Transformer 3 Raw Material Handling 4 Conveyer System 5 Vehicular Moment
Permissible working noise levels recommended by OSHA with respect to noise and the
duration of exposure in hours are provided in the Table 4.7.
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Table 4.7: Permissible Noise Levels
Sound Pressure Level dB (A) Maximum Permissible Exposure Time per Day (Hours)
90 8 92 6 95 4 97 3
100 2 102 1 ½ 105 1 107 ¾ 110 ½ 115 ¼
>115 0
Distance in meter
Figure 4.3: Noise Dispersion Contour
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The noise levels expected due to operation of these equipment will range between 85 -100 dB
(A). The noise produced during operation phase will have a significant impact on the existing
ambient noise levels. The major work will be carried out during the daytime.
Mitigation measure proposed
Noise levels generated during this proposed project is confined within the plant and is further
reduced due to attenuation of greenbelt. Noise level at the plant boundary, calculated from
the above equation, is expected to be less than 60 dB (A) without considering any attenuation
factors. BAL will develop the greenbelt in an area of 4.44 acres within the premises. Boundary
plantation developed will be act as a barrier and further reduce the noise levels.
4.2.9 Water Environment
The water requirement of the proposed plant is 90 KLD. The water will be mainly used for
furnace cooling purpose, greenbelt, dust suppression and domestic purpose only. Cooling
water will be continuously recalculated in the cooling circuit and domestic effluent is sent to
septic tank followed by soak pit. The water is supplied for cooling water in electrical Arc
Furnace. The water for other areas i.e. for greenbelt, dust suppression and domestic use is
supplied directly. However, the Plant will be designed for Zero Discharge from the operations.
Wastewater/ sewage generated from domestic activities will be treated in the septic tank
followed by soak pit. Zero discharge norms will be followed.
4.2.10 Solid Waste Generation
The estimated main solid waste generated from this proposed plant is Slag and Dust from bag
filters. About 270 TPD of slag from process and 2.5 TPD of Dust will be collected in the
proposed Bag Filters and this dust will be disposed to brick manufacturing units, where this
dust will be used as 10% substitute for cement.
The details of solid waste generation are given below:
Item Existing (TPD)
Proposed (TPD)
Total (TPD)
Management
Slag 180 90 270 Sold to Brick Manufacturing
Dust From Bag filter 1.5 1.0 2.5 Used in Process
4.2.11 Traffic Details
The proposed additional traffic mainly includes trucks, which are used to transport Raw and
finished material. Hence, only heavy traffic is considered in assessing the impact of traffic. The
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proposed truck traffic due to proposed activity is considered in assessing the impact on
surrounding area. The total proposed traffic details are given below:
Material Quantity (TPD) Capacity of Trucks (Tonnes) Number Trucks/Day Existing
Raw 756 30 25 Finished 262 30 9
Proposed Raw 378 30 12 Finished 131 30 5
Total 51
4.2.12 Rain Water Harvesting /Recharge Plan
The storm water disposal system for the premises shall be self-sufficient to avoid any
collection/stagnation and flooding of water. Roof top runoff water will be collected in storage
tank. As we know it is a purest form of water. After proper treatment we can use it for various
purposes. Details are given below:
Table 4.8: Rain Water Harvesting/Recharge Details
S. No. Particulars Catchment Area
in m2 (A) Runoff
Coefficient (C) Rainfall Intensity in m/Annum (I)
Discharge (m3)
1 Area for RWH 40469.45 0.8 0.9 29138 Total 29138
Annually about 29138 m3 water will be conserved by rain water harvesting system and will be
discharge in storage tank.
4.2.13Socio-economic Impacts
The Socio economic Impacts details are given below:
Positive Impacts Negitive Impacts i) There is no loss of land and consequential
livelihoods, as no land acquistion is contemplated.
ii) Creation of employment opportinities for about 100 to 150 local skilled and semi-killed workers during project construction and operation phses.
iii) Multiplier effect due to induced growth during contruction and operational phaes in downstream and upstream project activites for about 150 persons majority of them local youth.
iv) Development/upgradation of vocational and
i) Air & Noice pollution through release of fugitive dust during proposed process.
ii) Increased influx of people, and tranport vehicles putting pressure on the on road network in the visinity.
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soft skills of about 100 local youth over next five years thus enhancing their empliyability.
v) Emergence of local enterpreneur in complementary activites such as small business transporation, equipment repairs and maintence etc.
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CHAPTER 5 ANALYSIS OF ALTERNATIVES
5.1 ANALYSIS OF ALTERNATIVE TECHNOLOGY
Submerged Electrical Arc Furnace technology to produce Ferro Alloys is a well proven
technology all over the world with no technological failures. Hence alternative technologies
are not considered.
5.2 ANALYSIS OF ALTERNATIVE SITES
No alternative site is considered, as this is an expansion project and will be housed in the
existing plant premises of 13.42 acres, located at Plot No.368, APIIC Growth center, Bobbili
(Village & Mandal), Vizianagaram (District), Andhra Pradesh.
The proposed plant site is in accordance with MoEFCC guidelines.
• There are no National Parks/Sanctuaries within 10 km radius.
• The nearest village is 1.0 km distance from the plant site.
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CHAPTER 6 ENVIRONMENTAL MONITORING PROGRAME
6.0 INTRODUCTION
This chapter presents details of post-project environmental monitoring.
6.1 ENVIRONMENTAL MONITORING
The environmental monitoring will be done to assess performance of pollution control
equipment recommended for proposed project. The sampling and analysis of environmental
attributes including monitoring locations point sites will be as per the guidelines of the Central
Pollution Control Board.
Environmental monitoring will be conducted on regular basis by BAL to assess the pollution
level in and around the project area.
The attributes, which require regular monitoring, are specified underneath:
1] Air quality;
2] Water and wastewater quality;
3] Noise levels;
4] Soil quality;
5] A forestation; and
6] Socio Economic aspects and community development.
6.2 MONITORING POINTS / LOCATIONS AND COMPONENTS
The environmental monitoring points shall be decided considering the environmental
impacts likely to occur due to the operation of proposed project as the main scope of
monitoring program is to track, timely and regularly, the change in environmental
conditions and to take timely action for protection of environment. The monitoring
points/location and components of significance shall be as per Table 6.1.
Table 6.1: Post Project Environmental Monitoring Locations
S. No. Environmental Components
Monitoring Points/ Location
1. Ambient Air • Check wind direction • Select two point in downwind direction • Take one point within site • Take one points in up wind direction • Take one point in cross wind direction
2. Water (Ground Water and Surface Water)
• Take one upstream and downstream sample of surface water. Minimum distance 500 m.
• Take 4 nos. ground water sample from nearby villages.
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S. No. Environmental Components
Monitoring Points/ Location
Waste water • One sample from wastewater tank.
3. Emission • Stack monitoring of 2 times a year if operated. 4. Noise • 4 locations near by work place.
• 4 location in surrounding area 5. Greenbelt/Vegetation
Cover • Check plant growth and survival of plants
6. Soil • 4 locations in nearby villages.
6.3 MONITORING PARAMETERS AND FREQUENCY
The monitoring parameters and frequency of monitoring shall be as per Table-6.2.
Table 6.2: Parameters and Frequency for Post Project Environmental Monitoring
Sr.No Item Parameters Frequency 1. Ambient Air quality PM10,PM2.5, SO2, NOx, CO, etc. Continuous online 2. Noise Equivalent noise level- dB (A) Monthly as per
CPCB/MOEFCC guidelines
3. Soil, Solid wastes and Manure / Compost
pH , Humidity, Texture, Organic matter, N, P, K, Sulphate, Calcium, Magnesium, C:N ratio.
Quarterly as per CPCB/MOEFCC guidelines
4. Greenbelt Number of plantation (Units), Number of Survived plants/ trees, Number of poor plants/ Trees
Ongoing- round the year
5. Environmental Audit As per Direction of ISO 14001 Once in a Year as per CPCB/MOEFCC guidelines
6.4 MONITORING METHODOLOGIES
Monitoring of environmental samples shall be done as per the guidelines provided by
MoEF&CC / CPCB/ SPCB. The method followed shall be recommended / standard method
approved / recommended by MoEF & CC / CPCB.
6.5 REPORTING AND DOCUMENTATION
The records of the monitoring program shall be kept on regular basis for all aspects of the
monitoring. Separate records for water, wastewater, solid wastes, air emission, soil and
manure / compost shall be prepared and preserved regularly.
Immediately upon the completion of monitoring as per the planned schedule, report shall
be prepared and necessary documents shall be forwarded to the concerned person.
Methodology of monitoring (sampling and analysis) shall be prepared as separate documents
as SOP (Standard Operating Procedure) wherever required.
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The records showing results /outcome of the monitoring programs shall be prepared as per
the requirement of the schedule mentioned above.
Regularly, these documents and records shall be reviewed for necessary improvement of
the monitoring plan / mitigation measures / environmental technologies as well as for
necessary actions of Environmental Management Cell.
6.6 Budget and Procurement Schedule
On regular basis, Environment Management Cell shall inspect the necessity and availability
of the spares suitability of technology materials, services and maintenance status. The Cell
shall make appropriate budget for the purpose. Regular record review for any change in
financial requirement of environment management shall be done and appropriate budgetary
provisions shall be made. Along with other budgets, Budget for environmental
management shall be prepared and revised regularly as per requirement. The budget shall
include provisions for:
Environmental Monitoring Program
Operation and Maintenance of Environmental Technologies / Equipments
Laboratory works for Environmental management activities
Emergency Purchase of necessary material, equipments, tools, services
Annual Environmental Audit.
Preparing environment statement.
Budget for Environmental Monitoring
The total capital investment on environmental control measures is envisaged to be about
Rs.5.058 Lakh. Details are given in Table-6.3
Table 6.3: Environment Monitoring Budget
S.No Activity Cost in Rs lacs 1. Air Environment Monitoring 1.83 2. Stack Monitoring 0.40 3. Soil Quality Monitoring 1.26 4. Water Quality Monitoring 0.98 5. Noise Monitoring 0.588 Total 5.058
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CHAPTER 7 ADDITIONAL STUDIES
7.0 INTRODUCTION
Ferro Alloys plant is associated with potential hazards that effect to the employee and
environment. It would normally require the assistance of emergency services to handle it
effectively. The operation shall be taken out under the well management and control by the
qualified safety manager.
Disaster management plan has to be formulated with an aim of taking precautionary steps to
avert disasters and also to take such action after the disaster which limits the damage to the
minimum.
7.1 RISK ASSESSMENT
Risk assessment study for the 6 x 9 MVA Submerged Electric Arch Furnace project done for
construction and operational Phase.
7.1.1 Risk during Construction Phase
Construction phase of the proposed expansion of the project is divided into following
activities:
a. Site Leveling;
b. Construction of Roads;
c. Excavation;
d. Construction of building;
e. Construction of high-rise structure (i.e. Stack);
f. Material Handling (Loading and Un loading);
g. Cutting and Welding; and
h. Installation of Machineries.
Risk and mitigation measures during the construction phase is given in Table 7.1
Table 7.1: Risk and Mitigation Measures during the Construction Phase
Activity Hazards Risk Mitigation Measures Site Leveling Due to heavy vehicle
movement accident may happen. Snakes may bites to workers.
Physical injury, Life loss and organ damage
• Providing PPEs to workers
• Appointing the qualified persons for the particular job.
• Speed limit control • Providing Training
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Activity Hazards Risk Mitigation Measures Construction of Road
Loading and Unloading of material may cause accident. Heavy Vehicle movement may cause accident. Hot material cause burn injury.
Physical Injury Life loss Burn
• Providing PPEs to workers
• Appointing the qualified persons for the particular job.
• Valid license for Heavy vehicle operator will be mandatory.
• Speed limit control • Providing Training
Excavation • Excavation collapses • Excavated material • Falling objects or
objects near an excavation
• Powered mobile equipment
• Slips, trips, and falls • Hazardous
atmospheres • Flooding/water
hazards • Underground facilities
Property Loss Physical injury Life loss
• Work Permit System will be followed.
• Only experienced person will asset to team.
• Excavated material will be stacked safely.
• Area will be barricaded. • Training will be
Provided to all workers • PPEs will be provided. • Unauthorized person
entry will be banned. Construction of building
Heavy Material may fall down during loading and unloading Structure may fall down if poor practice done Waste stored in open may cause cut in feet Storage of fuel may cause fire Workers may fall down from the height.
Physical Injury Life loss Physically handicapped Property Loss
• Work permit system will be adopted.
• PPEs will be provided to all workers.
• IS code will be followed for Building construction.
• Fuel will be stored separately area will be isolated from ingenious material.
• Fire extinguisher will be provided
• Height work permit will be issued to the person.
• Safety belt will be provided to workers working on above 1.8 M height.
• Adequate trainings will be provided for specific job works.
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Activity Hazards Risk Mitigation Measures Commissioning of high-rise structure (i.e. 30-m height Stack);
Material may fall down Fall Hazards
Physical injury Life loss
• High rise structure will be constructed as per detailed engineering drawing.
• Safety belt will be provided to workers working on above 1.8 M height.
• Height work permit will be implemented
• Proper training will be provided for scaffolding.
• PPEs will be provided. Material Handling (Loading and Un loading)
Extra weight lifting can cause strain in body mussels
Physical Injury • Material will lift as per safety norms.
• PPEs will be provided. Cutting and Welding
Welding, cutting, and allied processes produce molten metal, sparks, slag, and hot work surfaces can cause fire or explosion if precautionary measures are not followed. Electric shock from electrical welding and cutting equipment can result in death or severe burns. Gas cylinder can cause fire accident.
Physical Injury Burn Injury Property loss Life loss
• Hot work permit will follow.
• Standards Work Procedure will be developed.
• Training will be provided
• Job will be assigned to only authorized person
• Proper PPEs will be provided.
• Loose connection will be avoided.
• Area will be barricaded • Gas cylinder will be
stored as per guidelines Installation of Machineries.
Due to over load lifting belt break out Un authorized operator of Lifting and Crain can create an emergency During placement of machinery structure may collapse
Property loss Physical Injury Life loss
• Only authorized person will operate the machine
• Appropriate Belt will be used for lifting of material
• During lifting and placing of material area will be man free.
• Appropriate platform will be designed as per the load bearing calculation.
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Additional Risk control Measures
• Detailed Construction Hazard Identification Risk Assessment study will be done and
accordingly safety manual will be prepared.
• First aid facility will be provided.
• 24 hrs Ambulance facilities will be provided.
• Safety Gate meeting will be conducted.
• Authorized contractor will be selected.
• Safety officer will be appointed.
• Training to the workers will be provided.
• Top to bottom safety culture will be developed.
• Safety slogan and instruction will be pasted at appropriate location.
• Emergency control Numbers will be provided inside the project site at various locations.
• All safety instruction will also be provided to all contractors.
7.1.2 Risk during Operational Phase
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.
Emission/spillage etc. from storage and handling.
Unsafe condition and unsafe act.
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
7.1.3 Risk Analysis Methodologies
Risk assessment often requires the synthesis of risk profiles, which represent the probability
distribution of total annual loss due to a certain set of events or activities. These assessments
usually involve estimation of losses for several sub-classifications of the overall process and
synthesis of the results into an aggregate risk profile.
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Main risk assessment technologies are:
Hazard and operability study (HAZOP), and
Fault Tree Analysis (FTA)
HAZOP Study
The HAZOP study is a systematic technique of identifying hazards of operability problems of a
process and lists all possible deviations from normal operating condition and how they might
occur. The consequences of the process are assessed and the means available to detect and
correct the deviations are examined. Thus, within the entire process all “credible” deviations
that could lead to hazardous events or operability problems are identified.
Fault Tree Analysis (FTA)
FTA is primarily a means of analyzing non-identifiable hazards. Hazards of top events (the
ultimate happening that is to be avoided) are first identified by other techniques such as
HAZOP. Then all combinations of individual failures that can lead to that hazardous event show
the logical format of the fault tree. Estimating the individual probabilities and then using the
appropriate arithmetical expressions can calculate the top event frequency.
Hazard Identification and Risk Assessment (HIRA)
There are three steps used to manage health and safety at work:
1. Spot the Hazard (Hazard Identification)
2. Assess the Risk (Risk Assessment)
3. Make the Changes (Risk Control)
Spot the Hazard
A hazard is anything that could hurt you or someone else.
Examples of workplace hazards include:
• Frayed electrical cords (could result in electrical shock);
• Boxes stacked precariously (they could fall on someone);
• Noisy machinery (could result in damage to your hearing).
Assess the Risk
Assessing the risk means working out how likely it is that a hazard will harm someone and how
serious the harm could be.
For example:
• Ask your supervisor for instructions and training before using equipment;
• Ask for help moving or lifting heavy objects;
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• Tell your supervisor if you think a work practice could be dangerous.
Make the Changes
The best way to fix a hazard is to get rid of it altogether. This is not always possible, but
your employer should try to make hazards less dangerous by looking at the following
options (in order from most effective to least effective):
• Elimination - Sometimes hazards - equipment, substances or work practices - can be
avoided entirely. (e.g. Clean high windows from the ground with an extendable pole
cleaner, rather than by climbing a ladder and risking a fall.)
• Substitution - Sometimes a less hazardous thing, substance or work practice can be used.
(e.g. Use a non-toxic glue instead of a toxic glue.)
• Isolation - Separate the hazard from people, by marking the hazardous area, fitting
screens or putting up safety barriers. (e.g. Welding screens can be used to isolate welding
operations from other workers. Barriers and/or boundary lines can be used to separate
areas where forklifts operate near pedestrians in the workplace.)
• Safeguards - Safeguards can be added by modifying tools or equipment, or fitting guards
to machinery. These must never be removed or disabled by workers using the
equipment.
• Instructing workers in the safest way to do something - This means developing and
enforcing safe work procedures. Students on work experience must be given information
and instruction and must follow agreed procedures to ensure their safety.
• Using personal protective equipment and clothing (PPE) - If risks remain after the
options have been tried, it may be necessary to use equipment such as safety glasses,
gloves, helmets and ear muffs. PPE can protect you from hazards associated with jobs
such as handling chemicals or working in a noisy environment.
Sometimes, it will require more than one of the risk control measures above to effectively
reduce exposure to hazards.
Risk Classification Table: Based on Likelihood/Controls Rating x Severity Rating Almost certain 5 5 10 15 20 25 Likely 4 4 8 12 16 20 Possible 3 3 6 9 12 15 Unlikely 2 2 4 6 8 10 Rare 1 1 2 3 4 5 Likelihood / Control
Rating 1 2 3 4 5 Severity Rating
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The definition of risk level and acceptance criteria is given below:
Risk level Category Acceptability on necessry action and timescale LO
W R
ISK
1 – 3 Low
No additional controls are required unless they
can be inplemented at very low cost (in terms of time,
money and efforts), actions to further reduce these
risks are assigned low priority. Arrangements should
be made to ensure that the controls are maintained.
Mod
erat
e R
ISK
4 – 8 Medium
Consideration should be given as to whether the risks can
be lowered, but the costs of additional risk reduction
measures should be taken into account. The risk
reduction measures should be implemented within a
defined time period. Arrangement should be made to
ensure that the controls are maintained, particulary if
the risk levels are associated with extremely harmful
consequences and very harmful consequences.
HIG
H RI
SK
09 – 14 High
Substantial efforts should be made to reduce the risk. Risk
reductino measures should be implemented urgently
within a defined time period and it might be
necessary to consider suspending or restricting the
activity, or to apply interim risk contrls ar maintained,
controls. Arrangements should be made to ensure
that the controls are maintained, particulatly if the
riks levels are associated with extremely harmful
consequences and very harmful consequences.
15 – 25 Very high
These risks are unacceptable. Substantial improvements in
risk controls are necessary, so that the risk is reduced
to an acceptable level. The work activity should be
halted until risk controls are implemented that
reduce the risk so that it is no longer very hign. If it is
not possible to reduce risk the work should remain
prohibited.
Review of HIRA Study
- At least once in a year;
- Amendments / addition in legal requirements;
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- Change in process or products handled;
- Internal and external audit results, including Specialized / Third Party Audits;
- Occurrence of accident, emergency;
- While initiating any corrective and preventive action;
- While purchasing and erecting any new equipment / machinery / building.
7.2 POTENTIAL RISK AREA ASSESSMENT IN FERRO ALLOYS PLANT
The potential risk area inside the plant is given in Table 7.2.
Table 7.2: Potential Risk Area inside the Plant
Block/Area Hazards Identification Fuel Storage Area Fire, Spontaneous Combustion, Dust emission Storage of LDO/HFO Fire Production area Heat, and current
7.3 DISASTER MANAGEMENT PLAN
7.3.1 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.
7.3.2 Scope
An important element of mitigation is emergency planning, 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.
Emergency planning is just one aspect of safety and cannot be considered in isolation from the
proposed expansion and hence before starting to prepare the plan, works management will
ensure that the necessary standards, appropriate to safety legislation, are in place.
7.3.3 Objective
The overall objectives of the emergency plan will be:
To localize the emergency and, eliminate it; and
To minimize the effects of the accident on people and property.
Elimination will require prompt action by operations and works emergency staff using, for
example, fire–fighting equipment, water sprays etc.
Minimizing the effects may include rescue, first aid, evacuation, rehabilitation and giving
information promptly to people living nearby.
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7.3.4 Identification of Hazards
The following types of hazards may be identified at plant.
Fire in Electric Panels, Oil room.
Waste treatment processes.
Cleaning of barrels, which have held chemical substances.
To deal the above emergencies, the Emergency Plan is prepared.
7.3.5 Safety Measures for Storage and Handling of Chemicals
The chemicals will be directly fed to the bottling unit mechanically and no manual handling will
be involved which will reduce the risk of spillage in the storage area. Following precautionary
measures would be taken for safety
Handling and Storage; Keeping away from heat, sparks and open flame, care will be
taken for avoidance of spillage, skin and eye contact, well ventilation, Use of approved
respirator if air contamination is above acceptable level will be promoted. For Storage
and handling following precautions will be taken:
• Keeping away from oxidizers, heat and flames.
• Avoidance of plastics, rubber and coatings in the storage area.
• Cool, dry, and ventilated storage and closed containers.
• Grounding of the container and transferring of equipment to eliminate static electric
sparks.
In case of any emergency following measures would be taken:
First Aid Measures: For Skin contact, Eye contact, and Inhalation.
Fire Fighting Measures:
• Use of extinguishing media surrounding the fire as water, dry chemicals (BC or ABC
powder), CO, Sand, dolomite, etc
• Foam System for firefighting will be provided to control fire from the fuel storage tank.
The foam thus produced will suppress fire by separating the fuel from the air (oxygen),
and hence avoiding the fire and explosion to occur in the tank. Foam would blanket the
fuel surface smothering the fire. The fuel will also be cooled by the water content of the
foam.
• The foam blanket suppresses the release of flammable vapors 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
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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) and Carbon Dioxide
(CO2).
Accidental Release Measures; For Spill Cleanup 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 will be
promoted.
7.4 EMERGENCY PLANNING
7.4.1 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 main functions of the Disaster Management Cell are to prepare 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 proposed plant expansion.
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7.4.2 Emergency Planning for Disaster due to Fire
Cable rooms, transformer, unit, auxiliary transformers, oil tanks, etc. within the plant are the
likely areas for which disaster management plan is to be made to deal with any eventuality of
fire. Stores, workshop, canteen and administrative building will be included.
7.4.2.1Classification of Fire
Class (A)
Fire involving combustible materials like wood, paper, cloth etc.
Class (B)
Fire due to liquid materials like oil, diesel, petroleum products and all inflammables.
Class (C)
Fires involving domestic and industrial gases like butane and propane etc.
Class (D)
Metal fires etc.
Class (E)
Electrical fires due to short circuiting etc.
7.4.3 Need of Establishing a Fire Fighting Group
A small spark of fire may result into loss of machines and the damage by fire may high
economic losses. This type of losses can be avoided by preventing and controlling the fire
instantly for which fire–fighting group will be established.
Establish which would house and keep in readiness, the following types of equipment and
arrangements.
CO2 extinguishers
Dry powder chemical extinguishers
Foam extinguishers
80 mm. spray hoses
Fire brigade
Fire hydrant
Protocol (chemical to combat oil fires).
In order to avoid fire in cable galleries, all the power and control cables of FRLS type (Fire
Resistant Low Smoke) will be used.
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7.4.4 Inspection
Fire alarm panel (electrical) will cover the entire plant. The inspection group will periodically
inspect fire extinguishers in fire stations and machines and other places.
The groups will display emergency telephone number boards at vital points.
The group will regularly carry out general inspection for fire.
7.4.5 Procedure for Extinguishing Fire
The following steps will be taken during a fire accident in the system:
As soon as the message is received about fire, one of the systems will be diverted to the place
of the fire accident along with a staff member.
Simultaneously plant fire station will be informed by phone walkie for fire brigades and fire
stations of nearby area.
In the meanwhile, the pipe system will be operated to obtain maximum pressure on output. In
case cables are within the reach of fire, power supply will be tripped and the cables shifted.
7.4.6 Fire Fighting with Water
Adequate and reliable arrangement is required for fighting the fire with water such as:
1. Provision for Fire brigade and Fire hydrant.
2. Arrangement of pipelines along and around all vulnerable areas.
3. Provision of valves at appropriate points to enable supply of water at the required
place/area or divert the same to another direction/pipe line.
4. Provision of overhead tanks which will be providing with the water during power failure
and it would work by the gravitational force.
7.4.7 Sources of Water for Fire Fighting
The following two sources of water have been considered for firefighting:
Overhead Tank
Raw Water Reservoir
7.4.8 Fire Fighting with Fire Extinguishers
To deal with fire – other than carbonaceous fires, which can be deal with by water – suitable
fire extinguishers are required to do the job effectively. It is therefore, necessary to keep
adequate number of extinguishers in readiness at easily approachable places. Adequate
number of fire stations would be:
Further, other spray groups from the system will be diverted to the spot.
In case of fire in the belt, belt will be cut near the burning portion to save the remaining
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parts.
After extinguishing the fire, the area will be well prepared for reuse.
Foam System for firefighting will be provided to control fire from the fuel storage tank.
The foam thus produced will suppress fire by separating the fuel from the air (oxygen),
and hence avoiding the fire and explosion to occur in the tank. Foam would blanket the
fuel surface smothering the fire. The fuel will also be cooled by the water content of the
foam.
The foam blanket suppresses the release of flammable vapors that can mix with the air.
7.5 ON–SITE EMERGENCY PLAN
7.5.1 Introduction
The views of the possible hazards that can arise out of the daily operations in the plant, various
measures are adopted to prevent the occurrence of a major accident. This comprises of:
Built in safety measures, alarms, trips and interlocks etc.
Standard safe operating and maintenance procedures permit system etc.
Training of all the involved staff in normal and emergency operating procedures.
Training of all employees in safety, fire fighting and first aid.
However, in spite of these precautions, it is required to foresee situation of major accident and
plan for taking timely action to minimize the effects of such incident on the safety and health
of persons working in the plant as well as those living around the premises.
7.6 PREPARATION OF PLAN
7.6.1 Alarm System
A siren shall be provided under the control of Security office in the plant premises to give
warning. In case of emergencies this will be used on the instructions to shift in charge that is
positioned round the clock. The warning signal for emergency shall be as follows:
– Emergency Siren: Waxing and waning sound for 3 minutes.
– All clear signal: Continuous siren for one minute.
7.6.2 Communication
Walkies and Talkies are located at strategic locations; internal telephone system EPBX with
external P&T telephones would be provided.
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7.6.3 Fire Protection System
7.6.3.1Fire 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 will comprise of the following.
(a)Fire brigade
Automatic / manual fire detection and alarm system
(b)Fire Hydrant
Fire hydrant will be provided at all around in the plant as per TAC Norms.
(c)Portable fire extinguishers
Various areas of the plant will 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 defense, and hence will be 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 will comprise fire alarm
panels, automatic fire detectors, manual call points and fire siren (hooter).
The main fire alarm panel will provide both visual and audible alarm of fire in any protected
areas of the plant.
Manual break glass type fire alarms will be provided at strategic locations where high hazards
exits.
Automatic fire detectors will be provided for coal handling areas and in plant areas such as
control rooms, switchgear rooms, cable galleries etc.
7.6.4 First Aid
A first aid centre with adequate facilities shall be provided. It shall be maintained round the
clock by a compounder cum dresser and a doctor. An Ambulance shall also be provided at site
to carry affected people to hospital.
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7.6.5 Security
The security requirements of the company premises shall be taken care of by CSO assisted by a
Fire In charge. The team, apart from the normal security functions will manage the role
required during a disaster management operation as a part of the crisis control team.
7.6.6 Safety
The safety wing led by a Safety Manager will meet the requirement of emergencies round the
clock. The required safety appliances shall be distributed at different locations of the plant to
meet any eventualities. Poster/placards reflecting safety awareness will be placed at different
locations in the plant area.
7.6.7 Evacuation Procedure
As the major hazard is only due to fire, which has more or less localized impact no mass
evacuation, procedures are required. Evacuation would involve only the people working very
close to the fire area.
7.6.8 Emergency Control Center
Provision is made to establish an Emergency Control Centre (ECC) from which emergency
operations are directed and coordinated. This centre is activated as soon as on–site emergency
is declared.
The ECC consists of one room, located in an area that offers minimal risk being directly
exposed to possible accidents.
During an emergency, the Emergency Management Staff, including the site controller will
gather in the ECC. Therefore, the ECC is equipped with adequate communication systems in
the form of telephones and other equipments to allow unhampered organisations and other
nearby facility personnel.
The ECC provides shelter to its occupants against the most common accidents; in addition, the
ECC’s communication systems are protected from possible shutdown. The ECC has its own
emergency lighting arrangement and electric communication systems operation.
Only a limited and prearranged number of people are admitted to the ECC, when in use. This
eliminates unnecessary interference and reduces confusion.
The ECC is always ready for operation and provided with the equipment and supplies
necessary during the emergency such as:
– Updated copies of the On–site Disaster Management Plan.
– Emergency telephone numbers.
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– The names, phone number, and address of external agencies, response organizations and
neighbouring 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 and 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 and layout of Hydrant lines.
7.6.9 Communication Equipments and Alarm Systems
This kind of equipment is absolutely vital for notifying accident; make the emergency known
both inside and outside of the facility, and coordinating, the response actions among the
various groups involved in response operations.
In particular, this equipment is used to communicate within the facility; communicate between
the facility and outside organizations; and inform the public.
Different communications systems can vary in effectiveness, depending on the task. The most
common types installed in the plant are given below.
7.6.9.1Sirens
These are audible alarm systems commonly used in facilities. In case of any emergency siren
will be operated short intermittently for 1.5 minutes.
An alarm does more than just emergency warning. It also instructs people to carry out specific
assignments, such as reach to assembly point for further instructions and actions, or carry out
protective measures; this can be achieved only if the people are familiar with the alarm
systems and are trained to respond to it.
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7.6.10 Personal Protective Equipments
This equipment is used mainly for three reasons; to protect personnel from a hazard while
performing rescue/accident control operations, to do maintenance and repair work under
hazardous conditions, and for escape purposes. The list of Personal Protective Equipment
provided at the facility and their locations are available in ECC.
Effective command and control accomplish these functions necessitates personal trained in
this On–site Disaster Management Plan with adequate facilities and equipments and
equipment to carry out their duties and functions. These organizations and the facilities
required to support their response are summarized in the following subsections. Emergency
Control Plan is given in Figure 7.1 and list of contact person during emergency is given in Table
7.3.
Figure 7.1: Emergency Control Plan
Incident
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Table 7.3: Contact Details for Emergency Purposes
Telephone Numbers of Police, Fire Brigade, Hospitals and Other outside Emergency Services S.No. Emergency Contacts Phone Numbers
1 Fire Brigade 08944-255299 2 District Collector 08922-276712 3 Police Station 08944-255333 4 Ambulance 9705988022 5 Hospital 08944-253955
Telephone Numbers and Addresses of Fire Key Personnel S.No. Name Designation Mobile No.
1 Mr.M.Srinivasa Raju Plant Head 7331188779 2 Mr.Shiv Kumar Sharma Plant Administration Head 9491031281 3 Mr.Ramesh Security 9866100057 4 Mr.G.Durga Prasad Head Operations 7331188771 5 Mr.Shaik Abdul Sukhur Head Mechanical 7331188776 6 Mr.M.Nagaraju Head Elect&Inst. 9000202760 7 Mr.G.Raghu Safety Officer 7330669916 8 Mr.B.Narisingh Rao Medical Officer 9000202764
7.6.11Procedure for Testing and Updating the Plan
Simulated emergency preparedness exercises and mock fire fighting exercises including mutual
aid scheme resources and in conservation with district emergency authority to be carried out
time to time.
7.6.12Disclosure of Information to Worker and Public Awareness System in Existence and
Anticipated
– Safety awareness among workers by conserving various training programmes and
Seminars, competition, slogans etc.
– Practical exercise.
– Distribution and practices of safety Instructions.
– Safety Quiz contests.
– Display of Safety Posters and Safety Slogans.
– Developing Safety Instructions for every Job and ensuring these instructions/booklets
or manuals by the workers.
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7.7 OFF-SITE EMERGENCY PREPAREDNESS PLAN
The task of preparing the Off-Site Emergency Plan lies with the district collector; however the
off-site plan will be prepared with the help of the local district authorities. The proposed plan
will be based on the following guidelines.
Introduction
Off-site emergency plan follows the on-site emergency plan. When the consequences of an
emergency situation go beyond the plant boundaries, it becomes an off-site emergency. Off-
site emergency is essentially the responsibility of the public administration. However, the
factory management will provide the public administration with the technical information
relating to the nature, quantum and probable consequences on the neighboring population.
The off-site plan in detail will be based on those events which are most likely to occur, but
other less likely events which have severe consequence will also be considered. Incidents
which have very severe consequences yet have a small probability of occurrence will also be
considered during the preparation of the plan. However, the key feature of a good off-site
emergency plan is flexibility in its application to emergencies other than those specifically
included in the formation of the plan.
The roles of the various parties who will be involved in the implementation of an off-site plan
are described below. Depending on local arrangements, the responsibility for the off-site plan
will be either rest with the works management or, with the local authority. Either way, the
plan will identify an emergency co-coordinating officer, who would take the overall command
of the off-site activities. As with the on-site plan, an emergency control center will be setup
within which the emergency co-coordinating office can operate.
An early decision will be required in many cases on the advice to be given to people living
“within range” of the accident - in particular whether they should be evacuated or told to go
indoors. In the latter case, the decision can regularly be reviewed in the event of an escalation
of the incident. Consideration of evacuation may include the following factors.
• In the case of a major fire but without explosion risk (e.g an oil storage tank), only houses
close to the fire are likely to need evacuation, although a severe smoke hazard may
require this to be reviewed periodically;
• If a fire is escalating and in turn threatening a store of hazardous material, it might be
necessary to evacuate people nearby, but only if there is time; if insufficient time exists,
people should be advised to stay indoors and shield themselves from the fire.
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Aspects to be considered in the Off-Site Emergency Plan
The main aspects, which will be included in the emergency plan, are:
Organization
Details of command structure, warning systems, implementation procedures, emergency
control centers.
Names and appointments of incident controller, site main controller, their deputies and other
key personnel.
Communications
Identification of personnel involved, communication center, call signs, network, lists of
telephone numbers.
Specialized Knowledge
Details of specialist bodies, firms and people upon whom it may be necessary to call i.e. those
with specialized chemical knowledge, laboratories.
Voluntary Organizations
Details of organizers, telephone numbers, resources etc
Chemical Information
Details of the hazardous substances stored or procedure on each site and a summary of the
risk associated with them.
Meteorological Information
Arrangements for obtaining details of weather conditions prevailing at the time and weather
forecasts.
Humanitarian Arrangements
Transport, evacuation centers, emergency feeding, treatment of injured, first aid, ambulances,
temporary mortuaries.
Public Information
Arrangements for dealing with the media press office; informing relatives, etc.
Assessment
Arrangements for: (a) collecting information on the causes of the emergency; (b) reviewing the
efficiency and effectiveness of all aspects of the emergency plan.
Role of the Emergency Co-coordinating Officer
The various emergency services will be co-ordinate by an emergency coordinating officer
(ECO), who will be designated by the District Collector. The ECO will liase closely with the site
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main controller. Again depending on local arrangements, for very severe incidents with major
or prolonged off-site consequences, the external control will be passed to a senior local
authority administrator or even an administrator appointed by the central or state
government.
Role of the Local Authority
The duty to prepare the off-site plan lies with the local authorities. The emergency planning
officer (EPO) appointed will carry out his duty in preparing for a whole range of different
emergencies within the local authority area. The EPO will liase with the works, to obtain the
information to provide the basis for the plan. This liaison will ensure that the plan is
continually kept up-to-date.
It will be the responsibility of the EPO to ensure that all those organizations which will be
involved off site in handling the emergency, know of their role and are able to accept it by
having for example, sufficient staff and appropriate equipment to cover their particular
responsibilities. Rehearsals for off-site plans will be organized by the EPO.
Role of Police
Formal duties of the police during an emergency include protecting life and property and
controlling traffic movements.
Their functions will include controlling bystanders evacuating the public, identifying the dead
and dealing with casualties, and informing relatives of death or injury.
Role of Fire Authorities
The control of a fire will be normally the responsibility of the senior fire brigade officer who
would take over the handling of the fire from the site incident controller on arrival at the site.
The senior fire brigade officer will also have a similar responsibility for other events, such as
explosions. Fire authorities in the region will be apprised about the location of all stores of
flammable materials, water and foam supply points, and fire-fighting equipment. They will be
involved in on-site emergency rehearsals both as participants and on occasions, as observes of
exercises involving only site personnel.
Role of Health Authorities
Health authorities, including doctors, surgeons, hospitals, ambulances, and so on, will have a
vital part to play following a major accident, and they will form an integral part of the
emergency plan.
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For major fires, injuries will be the result of the effects of thermal radiation to a varying
degree, and the knowledge and experience to handle this in all but extreme cases may be
generally available in most hospitals.
Major off-site incidents are likely to require medical equipment and facilities additional to
those available locally, and a medical “mutual aid “scheme should exist to enable the
assistance of neighboring authorities to be obtained in the event of an emergency.
Role of Government Safety Authority
Factory Inspectors of the region may like to satisfy themselves that the organization
responsible for producing the off-site plan has made adequate arrangements for handling
emergencies of all types including major emergencies. They may wish to see well documented
producers and evidence of exercise undertaken to test the plan.
In the event of an accident, local arrangements regarding the role of the factory inspector will
apply. These may vary from keeping a watching brief to a close involvement in advising on
operations.
7.8 OCCUPATIONAL HEALTH AND SAFETY
Large industries, in general, and chemical plants in particular where multifarious activities are
involved during construction, erection, testing, commissioning, operation & maintenance, the
men, materials and machines are the basic inputs. Along with the boons, the industrialization
generally brings several problems like occupational health and safety.
Occupational Health
Occupational health needs attention both during construction & erection and operation &
maintenance phases. However, the problem varies both in magnitude and variety in the above
phases.
Construction & Erection
The occupational health problems envisaged at this stage can mainly be due to constructional
accident and noise.
To overcome these hazards, in addition to arrangements to reduce it within TLV’s personal
protective devices should also be supplied to workers.
Operation and Maintenance
The problem of occupational health, in the operation and maintenance phase is due to
Respirable dust and noise. With suitable engineering controls the exposures can be reduced to
less than TLV limits and proper personnel protective devices should be given to employees.
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The working personnel should be given the following appropriate personnel protective
devices.
• Industrial Safety Helmet
• Crash Helmets
• Zero power plain goggles with cut type filters on both ends.
• Zero power goggles with cut type filters on both sides and blue colour glasses
• Chemical goggles
• Welders equipment for eye & face protection
• Cylindrical type earplug
• Ear muffs
• Dust masks
• Canister Gas mask
• Self contained breathing apparatus
• Leather apron
• Aluminized fiber glass fix proximity suit with hood and gloves
• Boiler suit
• Safety belt/lime man’s safety belt
• Leather hand gloves
• Asbestos hand gloves
• Acid/Alkali proof rubberized hand gloves
• Canvas cum leather hand gloves with leather palm
• Lead hand glove
• Electrically tested electrical resistance hand gloves
• Industrial safety shoes with steel toe
• Rubber boots (alkali resistant)
• Electrical safety shoes without steel toe and gum boots
Full fledged hospital facilities should be made available round the clock for attending
emergency arising out of accidents, if any. All working personnel should be medically examined
at least once in every year and at the end of his term of employment. This is in addition to the
pre-employment medical examination.
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Safety Plan
Safety of both men and materials during construction and operation phases is of concern. The
preparedness of an industry for the occurrence of possible disasters is known as emergency
plan. The disaster in the plant is possible due to leakage of hazardous chemicals, collapse of
structures and fire/explosion etc.
Keeping in view the safety requirement during construction, operation and maintenance
phases, plant has formulated safety policy with the following regulations:
• To allocate sufficient resources to maintain safe and healthy conditions at work;
• To take steps to ensure that all known safety factors are taken into account in the design,
construction, operation and maintenance of plants, machinery and equipment;
• To ensure that adequate safety instruction are given to all employees;
• To provide wherever necessary protective equipment, safety appliances and clothing,
and to ensure their proper use;
• To inform employees about materials equipment or processes used in their work which
are known to be potentially hazardous to health or safety;
• To keep all operations and methods of work under regular review for making necessary
changes from the point of view of safety in the light of experience and upto date
knowledge;
• To provide appropriate facilities for fist aid and prompt treatment of injuries and illness at
work;
• To provide appropriate instruction, training, retraining and supervision to employees in
health and safety, first aid and to ensure that adequate publicity is given to these matters;
• To ensure proper implementation of fire prevention methods and an appropriate fire
fighting service together with training facilities for personnel involved in this service;
• To organize collection, analysis and presentation of data on accident, sickness and incident
involving personnel injury or injury to health with a view to taking corrective, remedial and
preventive action;
• To promote through the established machinery, joint consultation in health and safety
matters to ensure effective participation by all employees;
• To publish/notify regulations, instruction and notices in the common language of
employees;
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• To prepare separate safety rules for each types of occupation/processes involved in a
project; and
• To ensure regular safety inspection by a competent person at suitable intervals of all
buildings, equipment, work places and operations.
Safety Organization
Construction & Erection Phase
A qualified and experienced safety officer will be appointed. The responsibilities of the safety
officers include identification of the hazardous conditions and unsafe acts of workers and
advice on corrective actions, conduct safety audit, organize training programs and provide
professional expert advice on various issues related to occupational safety and health. He is
also responsible to ensure compliance of works Safety Rules/Statutory Provisions.
In addition to employment of safety officer by plant every contractor, who employs more than
70 workers, should also employ one safety officer to ensure safety of the workers, in
accordance with the conditions of contract.
Operation & Maintenance Phase
When the construction is completed the posting of safety officers should be in accordance
with the requirement of Factories Act and their duties and responsibilities should be as defined
thereof.
Safety Circle
In order to fully develop the capabilities of the employees in identification of hazardous
processes and improving safety and health, safety circles would be constituted in each area of
work. The circle would consist of 5-6 employees from that area. The circle normally should
meet for about an hour every week.
Safety Training
A full fledged training center will be set up. Safety training will be provided by the Safety
Officer with the assistance of faculty members called from Corporate Center, Professional
Safety Institutions and Universities. In addition to regular employees, limited contractor labors
are also provided safety training. To create safety awareness safety films will be shown to
workers and leaflets etc. will be distributed.
Some precautions and remedial measures proposed to be adopted to prevent fires are:
• Compartmentation of cable galleries, use of proper sealing techniques of cable passages
and crevices in all directions would help in localizing and identifying the area of
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occurrence of fire as well as ensure effective automatic and manual fire fighting
operations;
• Spread of fire in horizontal direction would be checked by providing fire stops for cable
shafts;
• Reliable and dependable type of fire detection system with proper zoning and interlocks
for alarms are effective protection methods for conveyor galleries;
• Housekeeping of high standard helps in eliminating the causes of fire and regular fire
watching system strengthens fire prevention and fire fighting; and
• Proper fire watching by all concerned would be ensured.
Details of Workers Health Check up
Pre Employment Test
At the time of joining process every new employee under goes Pre Employment medical Test
by the qualified doctors. Medical fitness is compulsory to submit the HR department.
Frequency of Medical Test of Employees
Medical test for all employees will be carried out bi-annually.
Sr. No.
Existing Proposed Pre-Employment Test
Post-Employment Bi-Annual medical test
Post-Employment Bi-Annual Medical test
1 Physical Examination • Weight • Height • Blood Pressure • Chest
Physical Examination • Weight • Height • Blood Pressure • Chest
Physical Examination • Weight • Height • Blood Pressure • Chest
2 Blood Group and RBC test RBC test RBC test 3 Urine Examination Urine Examination Urine Examination 4 Chest X ray Chest X ray Chest X ray 5 Vision test Vision test Vision test 6 Blood Sugar Blood Sugar Blood Sugar 7 ECG ECG ECG 8 Spirometer test Spirometer test Spirometer test 9 Color and Vision Test Color and Vision Test Color and Vision Test
10 Audiometry test Audiometry test Audiometry test Adequate fund INR 5.0 Lakhs per year will be allocated under occupational health and safety
plan. Workers' health will be evaluated by pre designed format, chest x rays, Audiometry,
Spirometer, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG,
during pre placement and periodical examinations.
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7.9 PUBLIC CONSULTATION
Public Hearing details were conducted on 26.04. 2018. The details of public hearing are given in Annexure 11. The point wise response and
action plan is given below:
DETAIS OF ISSUES RAISED DURING PUBLIC HEARING OF PROPOSED EXPANSION OF EXISTING FERRO ALLOYS UNIT OF M/s. BERRY ALLOYS LIMITED, APIIC, PLOT NO.368, GROWTH CENTER (INDUSTRIAL ESTATE), BOBBILI (V) & (M), VIZIANAGARAM (D), ANDHRA PRADESH HELD ON 26.04.2018 AT 11.00A.M
LOCATION: M/S. BERRY ALLOYS LIMITED, APIIC, PLOT NO. 368, GROWTH CENTER, BOBBLLI (V) & (M), VIZIANAGARAM DISTRICT
S.No Name of the Person Issues Raised Reply by Project Proponent Action Plan 1. Sri G. Rama Rao, M.
Boorjavalasa Village He expressed that they have given their lands to M/s Berry alloys, M/s Impex alloys and to the Electrical Office in anticipation that the industries will give job opportunities and also that they will develop both socially and economically. He Stated that no justice has happened to him in spite of asking the management several times regarding job. He also stated that the people who have not given their lands to the industry are happily working in the industry. He also stated that he will approach the court and will commit suicide before the gate of the industry if the
The entire land of 1350 Acres was acquired by APIIC and developed infrastructure and made industrial growth center by making separate plots and allotted to industries. And the agreement was made only after receipt of full payment from industries to APIIC only. So industries are no way concerned for the dues of farmers which they have to get from APIIC. Even though there is no written agreement but all the unskilled labour in the present plant were sourced from local villages only and also committed in the public hearing in presence of District Collector that the same no of unskilled labour will
Company committed to provide 30 nos. of employment in the expansion project and preference will be given to Local Villagers.
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management fails to give him job.
be engaged for the future expansion also.
2. Sri Sunanda Reddy, NGO, Hyderabad
He welcomed the proposed project state that the water, air, and land pollution may be arrested at any stage, what they require is the job opportunities of around 4 to 5 lakhs only in spite of 1 cr students remain unemployed project unconditionally to eradicate the unemployment problems. Further, he suggested the following to the management: 1. To take up health study in
the surrounding villages in 10 Km radius.
2. To provide water harvesting structures.
3. More Greenbelt shall be developed with avenue plantation and medicinal value plants as the population got increased to 130cr from 30cr at the time of independence.
4. The industry has to take welfare activities based on demands forming a co-ordination committee with PCB, administration and
Berry Alloys management conveyed Thanks and always committed for the development in surrounding area.
Yearly once Health Status and health checkup will be done in nearby villages. In this regards company allotted INR 5.0 lakhs for this proposal. Already water harvesting structure had been established in few locations and also will do more harvesting structures in nearby villages. Plantation in surrounding villages will be taken up by BAL. BAL will frame dedicated CSR team to look after CSR Activity based on need based in surrounding villages. Company committed to provide 30 nos. of employment in the expansion project and preference will be given to Local Villagers. For skill development programe company allocated INR 5.0 lakhs.
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local villages. 5. Employment to the locals. 6. Skill development centers to
be provided at the villages to make them suitable for jobs and provide employment to local & neighboring villagers. He further stated that there is no need to conduct public hearing in the Growth center and shall accord permission un-conditionally.
3. Sri Ramesh Naidu, AP
NGO He welcomed the project stated that after bifurcation of the state there is no development and hence in order to resolve the unemployment problem the government has to accord permissions to the industry un-conditionally.
Berry Alloys management conveyed Thanks. The management will provide employment to the local people on priority basis as per their qualifications and suitability.
Same as Point 1
4. Sri. B. Nandi Goud, Ap. President NGO
He welcomed the proposed project stated that environment permissions shall be given. He stated that it is not wrong that the local people seeking jobs in the industry because they have lost their lands. He stated that the industry has developed green belt of acres out of 13
Berry Alloys management conveyed Thanks and always committed for the development of local villages.
BAL is providing employment to local villagers.
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acres. He further viewed that as part of pradhana Manthri Uvajana Pathakam, the government is giving jobs and hence the industry shall also give them the jobs.
5. Sri. Y. Chennakesava Reddy, NGO, Kadapa
He welcomed the proposed project he suggested that the management shall provide employment, CSR budget must be spent in the surrounding effected villages. He stated that as the government has acquired the lands from the farmers 25 Yrs ago, the government has to provide the jobs not the private industries and also stated that the compensation shall be given to the farmers besides providing employment.
Agreed with thanks BAL will frame dedicated CSR team to look after CSR Activity based on need based in surrounding villages Total budget earmarked under CSR is INR – 30 Lakhs
6. Sri Chandra Rao, Panukuvalasa Village.
He welcomed the proposed project stating that due to industrialization the area will develop both economically and socially. He further stated that the countries Germany and Japan developed due to industrialization only besides solving the unemployment problems. He felt happy that the
Berry Alloys management conveyed Thanks and always committed for the development of local villages.
Same as point 1
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management has provided job opportunities to the people of surrounding 15 villages in the existing project, water plant to Burjavalasa and Panukuvalasa villages and also distributed uniforms to the blind school and stated that the industry shall take up more development activities in the villages.
7. Sri Janardhan Reddy, NGO, Hyderabad
He welcomed the proposed project stating that present industry does not do any harm. Further, he suggested the following to the management: 1. To take up necessary
measures to eradicate the pollution.
2. To increase the CSR budget from the present budget of 30 lakhs.
3. To provide employment to the locals forming a committee and a meeting shall be planned with DRO.
Berry Alloys management conveyed Thanks
Pollution control Device will be installed (i.e Bag filter) to control the air pollution. Adequate stack height will be provided to better dispersion of air pollutants Online monitoring system will be provided for new stack. Dust management will be done through water sprinklers. Preference will be given to local person for employment. INR 50 Lakhs is earmarked for Environmental management
8. Sri. Gorle Rama Rao, M. Burjavalasa
He welcomed the proposed project stating that people in
Berry Alloys management conveyed Thanks and always committed for the
Company committed to provide 30 nos. of employment in the expansion
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Village. the surrounding 15 villages are working in the industry and will generate more job opportunities in the present expansion project.
development of local villages. project and preference will be given to Local Villagers.
9. Sri Vijaya Reddy, NGO, Hyderabad
He welcomed the proposed project and informed that he is attending all the public hearing since the inception of S.O.No. He also stated that industry has to establish without violating the norms as it is a democratic country. He further stated that we have to welcome the industry in order to develop the area. Further he stated that the industry shall carryout the study of water, land and air to ascertain the facts before the establishment of the project and after commencing the operations of the project. He suggested the management to take up the latest technology.
Berry Alloys management conveyed Thanks and always committed for the development of local villages.
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10. Sri. S. Eswara Rao, Sarpanch, M. Boorjavalasa Village
He welcomed the proposed project and informed that M/s Berry Alloys was established in this area before 10 years back. The existing unit has provided employment of about 50 to 60 to their village and he felt happy
Berry Alloys management conveyed Thanks and always committed for the development of local villages.
BAL will be done plantation in surrounding area. INR 5.0 lakhs is earmarked for Plantation under CSR
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that the upcoming / expansion project may also generate employment for the villagers. He suggested that the industry shall take up Avenue Plantation., Growth center industries collectively to establish public health center in their village appointing a doctor.
11. Sri. N. Ravi Kumar, NGO
He welcomed the proposed project and stated industry shall take the demand oriented village welfare programs. The establishment of industries has to be encouraged as the state being an Annapurna Andhra Pradesh. He further stated that the government has to establish such growth centers in view of development.
Berry Alloys management conveyed Thanks and always committed for the development of local villages.
BAL will conduct village welfare program on periodic intervals on health and carrier oriental.
12. Sri. L. Chandra Sekhar, Paryavarana Karya Kartha
He welcomed the proposed project and stated that the management shall have to provide employment to the local people only besides adopting the villages, establishing PHC, free distribution of Medicines and greenbelt development.
Berry Alloys management conveyed Thanks.
BAL will conduct village welfare program on periodic intervals on health and carrier oriental.
13. Sri Gorle Krishna Murthy Naidu, Ex.
He welcomed the proposed project and stated that
Berry Alloys management conveyed Thanks and always committed for the
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Sarpanch, M. Boorjavalasa Village.
establishment of the industries generates employment as there is no agricultural activity in the area. He further stated that the industries in growth center have taken up pollution control measure unlike hitherto.
development of local villages.
14. Sri. B. Parasuram Naidu, M. Panukuvalasa Village
He welcomed the proposed project and stated that M/s Berry Alloys was constructed on his own land which was acquired for the purpose of development of Bobbili Growth Center. He stated that earlier, people use to migrate from their village but now they have returned due to development of Growth center. He further stated that the lands acquired for the growth center belongs to Burjavalasa (P) but not from the Bobbili (p). He further stated that the government shall verify the status half yearly as to whether the industries are complying or not. He further viewed that the management has to provide employment to the local people only and stated that the industries shall have to follow the guidelines and
Company committed to provide 30 nos. of employment in the expansion project and preference will be given to Local Villagers.
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systems which are framed on the paper.
15. G. Lakshman Rao, Ex. Sarpanch, M. Boorjavalasa Village
He stated that the industry has to take up measures to control the pollution and also shall take care of health of the villagers. He further felt happy that M/s Berry Alloys is supplying drinking water at the rate of 5/liter
Berry Alloys was conducted AAQ monitoring in the study area as a part of EIA study and found results of AAQ (PM10, PM2.5, SOx, NOx and CO) with in the NAAQM norms. Further, Online Monitoring system has already installed and connected to the APPCB server.
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CHAPTER 8 PROJECT BENEFITS
8.0 INTRODUCTION
The proposed Expansion plants would bring forth many positive socio-economic improvements
due to its varied production line comprising of:
8.1 IMPROVEMENT IN PHYSICAL INFRASTRUCTURE
• This project will improve the overall physical infrastructure in this area Rain water
harvesting will be done for groundwater recharging that will improve the ground water
table in the area.
• The availability of groundwater will be a boon to the surrounding vegetable and other
product farmers.
• BAL shall maintain the roads in good conditions so that the road connectivity will improve
for surface transport, villagers will be benefitted.
• Greening drive in the area will remove the barren land configuration and give a pleasant
look and improve biodiversity
8.2 IMPROVEMENT IN SOCIAL INFRASTRUCTURE
• Proposed project will not disturb the existing pattern of demographic structure
• No R & R Plan is required as the industry will be located in barren land already procured.
• By the presence of this industry, local transporters will have business.
• The villagers will have employment opportunity and livelihood and basic amenity support
for better future.
• Overall business environment will grow which will ensure improvement in banking
insurance, investment and courier services.
• Fire fighting facilities will be now more easily available at doorstep of villagers.
• Education level of local community is expected to rise due to flow of funds and avenues of
livelihood being available.
• Improvement in primary health centers (PHC) will help in health status of residents in this
area. Augmentation in the areas of medical facilities will occur.
• Health awareness may also help in family planning decision making. Living in harmony is an
impotent aspect of the society, this will become possible by this venture
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• The corporate social responsibilities (CSR) initiatives are focused on employees, the
communities around its facilities and the environment running these activities. Providing
vocational training to make them self-sufficient
• Unit will actively support the efforts of primary education to the children’s of economically
weaker sections of the society. More opportunity in the field of education
• On the environment front active drive of tree plantations across villages and training
lectures in-house undertaken
8.3 EMPLOYMENT POTENTIAL
• Proposed industry expansion and its supporting activities need many types of people right
from manual to managerial strength in a pyramid.
• The raw material growing and caring may need unskilled and skilled workers. Project
activities will require skilled, semi skilled and unskilled workers.
• The overall potential including garage, loading unloading and small shop owners is
substantial. The local people can get a good share out of these opportunities.
• It is expected that additional people will get employment. Increase Job opportunities for
the local people as well as immigrants.
• Employment in tertiary sector is expected to be improved in the region.
• There would be increase in the commercial, business and shopping centers due to influx of
population in the region to cater the needs of existing population.
• There may be a development of infrastructural facilities due to proposed activity in the
region.
• It would also result in the appreciation of land values around these areas.
• Indirect benefit to the local people by providing opportunities for starting small / medium
scale business in trade and commerce.
• Overall improvement of the peripheral human habitat in the project area.
8.4 OTHER TANGIBLE BENEFITS
• Both tangible and non-tangible benefits will result from this activity and many of those are
described as above.
• Flood control by rain water arresting and harvesting. Erosion control by nalla training,
terracing and bonding.
• Groundwater levels increase by recharging by rainwater harvesting.
• Time saving by quicker transport available in the area.
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• Aesthetics improvement by general greenery with emphasis on biodiversity.
• Developed economy strengthens demographic set up that will bring weightage to secure
better school-subsidy and health institute.
• Improved safety security in surrounding with better law and order.
• Symbiosis and sustainable development will be the ultimate objectives of the proposed
project.
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CHAPTER 9 ENVIRONMENTAL COST BENEFIT ANALYSIS
9.1 INTRODUCTION
Not required as this doesn’t comes under scope.
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CHAPTER 10 ENVIRONMENTAL MANAGEMENT PLAN
10.0 INTRODUCTION
The environmental management plan consists of the set of mitigation, management,
monitoring and institutional measures to be taken during implementation and operation to
eliminate adverse environmental impacts or reduce them to acceptable levels. The present
environmental management plan addresses the components of environmental affected during
construction of the plant and by the different activities forming part of the manufacturing
processes.
Environmental Policy
i. Overall conservation of environment.
ii. Minimization of waste generation and pollution.
iii. Judicious use of natural resources and water.
iv. Safety, welfare and good health of the work force and populace.
v. Ensure effective operation of all control measures.
vi. Vigilance against probable disasters and accidents.
vii. Monitoring of cumulative and long time impacts.
viii. Ensure effective operation of all control measures.
Annual review of the entire system and various environment management as well as process
control and monitoring systems shall be done. Environment monitoring shall be done to collect
the data on air, water, soil, noise etc. and duly recorded. Environmental Management Plan
which shall be implemented is detailed under the following heads:
i. Pollution Control Systems
ii. Waste Minimization and Resource Conservation
iii. Occupational Health and Safety
iv. Socio-Economic Development
v. Greenbelt Development Plan
Standards operating procedures, formats will be developed and records will be maintained.
Provision of internal audit will be made. Any NCs/Observation will be directly conveyed to
Management and accordingly corrective and preventive action will be taken.
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10.1 POLLUTION CONTROL SYSTEM
Detailed study of the pre-project commissioning environment and also the likely (and
predicted) implications after the plant commissioning suggests that the following
preventive/control measures are considered necessary to reduce the adverse impact to the
utmost practicable limit.
10.1.1 Air Environment
i. Stack height would be approx 30 m (6 nos.) for gaseous emission confirming to the CPCB
norms. D. G. Sets, stack height of 3.0 m above the roof level will be maintained.
ii. Stack emission level will be kept within permissible limit by installation of bag filter and
online stack emission monitoring will be done.
iii. Ambient air quality and stack emission would be regularly monitored and effective
control exercised, so as to keep limits on stack emission loads would be met honestly at
all the time.
iv. In order to avoid fugitive emissions from different sources, water will be sprayed. Also
the roads within the premises will be concreted to prevent dust emission.
v. The ambient air monitoring will be carried out regularly in the work zone and
surrounding areas, to check that ambient air levels of the contaminants, are well below
the stipulated norms.
vi. Green belt around the periphery and within premises will be developed which will help in
attenuating the pollutants emitted by the plant.
10.1.2 Action Plan to Control Fugitive Emission
Main source of fugitive emissions is transportation of men and material during operational
phase of project. To control fugitive emissions following measures shall be adopted:
i. In order to avoid fugitive emissions from different sources spraying of water shall be
used,
ii. The roads within the premises will be concreted / paved to avoid vehicular emissions,
iii. All transportation vehicles shall carry a valid PUC (Pollution under Control) Certificate,
iv. Proper servicing and maintenance of vehicles will be carried out,
v. Regular sweeping of all the roads and floors will be done,
vi. 33% of the total plant area will be developed as green area. Green belt act as surface for
settling of dust particle and thus will reduce the particulate matter in air, and
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vii. Ambient air quality will be regularly monitored and effective control exercised, so as to
keep emission within the limits. (Table 10.1).
Table 10.1: Action Plan to Control Fugitive Emissions
S. No. Emissions Sources Management measures
1. Vehicular emissions Paved roads
Regular sweeping
Water sprinkling through mobile tankers
CPCB Guidelines will be followed
10.1.3 Waste Water Environment
The proposed project would be based on “Zero Liquid Discharge” (ZLD).
10.1.4 Solid Waste Environment
Slag will be sold to brick manufactures and bag filter dust will be used in process.
10.1.5 Noise Environment
Various components of industrial operations will cause some amount of noise, which will be
controlled by proper maintenance and compact technology.
i. Time to time oiling and servicing of machineries will be done.
ii. Acoustic enclosure for Turbine and D.G. sets will be provided.
iii. Green belt development (plantation of dense trees across the boundary) will help in
reducing noise levels in the plant as a result of attenuation of noise generated due to
plant operations, and transportation.
10.1.6 Green Belt Development
Green belt planning will be done with ecological perspectives for plant of BAL plant taking
into consideration the nature of pollutants, availability of space and dominant wind
directions. Recommendations given by expert committee on plantation requirements in the
premises of the plant would be fully implemented. This will help in reducing the
concentration of pollutants and will also be effective in attenuating noise levels.
BAL has social obligation to recreate the environmental status by providing thick green cover
to suppress fugitive emission and provide aesthetic beauty. Trees form the important part of
the biosphere in the Eco-system.
It will be exercised as follows:
i. Green belt development in and around the project site will help in to attenuate the
pollution level.
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ii. Out of the total plant area 33% land will be utilized for green belt development and
plantation will be done as per Central Pollution Control Board (CPCB) Norms.
iii. Native species will be given priority for Avenue plantation.
iv. The periphery will be devoted to generation of green belt area.
10.1.6.1 Eco System
Environment, which is the sum of both non-living and living factors existing at a place,
interacts and influences the ecology of the area. Ecology is an important component
comprising of flora (vegetation and micro plant species) and fauna (wildlife and terrestrial
micro organisms).
The biotic or physical factors include topography, soils, climate etc that are influenced by
natural perils and/or pollution. On the other hand, biotic factors include living things such as
flora, fauna, wildlife and human beings. A change in the physical factors can bring about a
change in the biotic factors thereby changing the ecology of the area.
Living beings generally adapted to a particular setting (habitat or ecosystem) and are
organized into natural groupings (communities) with mutual dependencies among their
members. An ecosystem comprises of both plant and animal populations that involve total
nutrient and energy economics associated with the entire system. A series of recognizable
ecosystem alterations, called ecological successions, may occur due to certain imposed
changes in the natural community.
Living beings show various responses and sensitivities to outside influences resulting in an
ecological imbalance or change in habitat or ecosystem. Moreover, changes in pollution
levels due to project activities may also alter the ecology of the environment. Project
activities may produce adverse ecological impact of direct or indirect nature, which can be
either short term or long term, depending on the nature of the action. Although every
impacted environment has some recovery potential, the extent of recovery would depend on
the type, degree and location of the impact as well as on mitigative measures initiated to
achieve recovery.
Generally, short-term impacts are immediate and direct result of environmental changes
that may occur at the inception of the proposed project. These changes may be self-
corrective through natural recovery processes, after the completion of the construction
phase. On the other hand, long-term impacts result from major indirect environmental
changes, which are caused during the operational phase of a project.
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10.1.6.2Plantation Techniques
Green belt will be developed within the Plant premises covering a total area of about 4.44
Acres (33%) of total Plant area. The plantation work for green belt development will be
carried out as per CPCB guidelines, local species would be preferred.
10.1.6.3Aftercare and Monitoring
Investment on reclamation would be futile without adequate and timely aftercare. Aftercare
includes weeding, soil working, mulching and fertilizing, and if possible, irrigation to promote
better growth of the planted seedlings. The vegetated area would be protected from grazing
of animals until the plants are above the level of damage. Wherever necessary, fencing
would be erected on the boundaries of reclaimed areas.
Monitoring of the programme is the only way to improve both the long-term and short-term
planning. It involves two important aspects, namely site investigation and record keeping.
10.1.6.4Baseline data and Potential Impacts of the Study Area
The flora and fauna of an area shows a certain affinity to the existing environmental setting.
Due to the proposed facility, there could probably be a change in the environmental
surroundings for a short duration due to the construction phase and for a long term due to
the operation of the project activities. Thus, in order to predict the ecological impacts from
the proposed project, it is necessary to detail the baseline data.
The potential impacts on the ecology of the study area are discussed below:
i. As no wastewater from the proposed project will be discharged outside the premises,
there will be no impact on the ecology of the study area due to wastewater arisen from
the proposed project.
ii. The flora and fauna of the area could be disturbed if the various air pollutants discharged
from the proposed facility would not be maintained within specified permissible limits.
But project authority has already mentioned the adequate stack height, etc. Thus, the
potential impact of air emission can be rated as no impact.
iii. Moreover, the proposed green belt would help in reducing the adverse impacts further if
any.
iv. On the periphery of the plant a series of trees will also be planted.
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10.1.6.5 Recommendation on Green Belt Development
A green belt or tree plantation around the proposed plant shall help to arrest the effects of
particulate matter and gaseous pollutants in the area besides playing a major role in
environmental conservation efforts. Green belt development and plantation programme for
the proposed project shall also be a part of the proposed plan.
For effective control of air pollutants in and around the proposed industry, a suitable green
belt will be developed by taking into consideration the following criteria. The green belt
would;
a. Mitigate gaseous emissions
b. Have sufficient capability to arrest accidental release.
c. Effective in wastewater reuse.
d. Maintain the ecological balance.
e. Control noise pollution to a considerable extent.
f. Prevent soil erosion.
g. Improve the aesthetics.
Taking the above-mentioned criteria into consideration, the proposed green belt would be
covering around 33% of the total area. The green belt would be consisting of shrubs, trees,
avenue trees, revenue trees, crops and potted plants. All the species suggested are pollution
tolerant, besides having an aesthetic appeal. All the species suggested are pollution tolerant,
besides having an aesthetic appeal. Greenbelt development recommended plant species are
given in Table 10.2. The greenbelt plan is shown in Figure 10.1.
Table 10.2: Specific Plantation for the Proposed Unit
Type of Plantation Suggested Plants Trees suggested for avenue plantations in the
proposed industry Samanea saman, Dalbergia sissoo, Delonix regia,
Azadirachta indica, Casuarina equisetifolia, Saraca indica etc.
Plantation suggested for potted plants Agave americana, Erytheimum plant, Datura fastuosa, Jatropa glanoculifolia, Bougainvillae,
Codiaeum variegatum sp. Trees suggested for live hedge fencing around
the industry Euphorbia, Ficus religiosa, Ficus benghalensis,
Azadirachta India, Thespesica populaenia, Mangifera indica
Trees suggested for reforestation of land and revenue plantations and waste water usage
Tectona grandis, Dalbergia sissoo, Azadirachta indica, Tamarindus indica, Mangifera India, Anona
squamosa, Casuarina equisetifolia.
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Figure 10.1: Greenbelt/Green Cover Plan
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10.1.7 Occupational Health and Safety
Production of Material involves storage handling and use of several chemicals. Some of these
chemicals are toxic and hazardous in nature. Information about these chemicals is therefore
important for the safety of the employees and the plant. Besides, the health status of the
employees is also important which may be affected due to exposure to these chemicals. The
exposures may be sudden and accidental or for a long period. In both of the cases there will
be different health effects. Therefore safety measures dealing with these chemicals are of
vital importance and will be followed judiciously.
1. In order to ensure good health of workers, regular health check-up of the plant workers
will be carried out.
2. Occupational health surveillance programme will be taken as a regular exercise for all the
employees and their records maintained.
3. Proper storage and handling precautions will be taken. The storage area will be cool, dry
and well ventilated away from any source of heat, flame or oxidizers.
4. Use of Personal Protective Equipment (PPEs) will be encouraged. Proper training on use
of PPEs, characteristics of the material handled and safety precautions to be adopted will
be given to the workers.
5. Fire safety measures will be incorporated within the factory premises. All the fire
extinguishing media such as water, dry chemicals, CO2, sand, dolomite, etc. will be kept in
vital locations.
6. Mock drills will be arranged for the worker to test the effectiveness of the training
program from time to time and the way to react in case of emergency.
7. Safety precautions will be displayed in the premises on the banners, boards etc.
8. Both On-site and Off-site emergency preparedness plan will be drawn.
10.1.8 Personnel Protective Equipments
Goggles:
The workers will be asked to use goggles who work on washing of bottles, filling, sealing of
bottles cap for protection of their eyes in case bottles are broken.
Rubber Gumboots:
These will be provided to person who handles sulphuric acid. Full suit having hand-gloves,
goggles, helmet and aprons will be provided.
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Face Shield Helmet:
The person deputed for welding work will be provided with face shield helmet.
Medical Facilities
The Factory will be provided with the following medical facilities to handle any emergency:
1. Well equipped First Aid Boxes will be provided in each Section of the factory.
2. The First Aid Boxes will be distinctively marked with a Red Cross on green background
and contain the following equipment/accessories:
a) Small sterilized dressings.
b) Medium size sterilized dressings
c) Large size sterilized dressings
d) Large size sterilized burn dressings
e) Packets sterilized cotton
f) Snake bite Lancet
g) Pair of scissors
h) Bottle of Potassium Permanganate
i) Bottle containing 2% of alcoholic solution of iodine.
j) Bottle of Sol. Volatile having the dose and mode of administration indicated on the label
k) One copy of first aid leaf-let
l) Bandages
n) Adhesive plaster
o) Triangular bandage
p) Packets of safety pins
q) Supply of suitable splints
r) One tournequet
In case of need factory will be having dispensary to give effective medical facility to workers.
In dispensary, sufficient stock of medicines will be available to provide to workers in case of
any major emergent situation. We will keep one Registered Medical Practitioner (Qualified
Medical Officer) as Incharge of the Dispensary with a Qualified Compounder. A vehicle will
be always available to shift the sick/injured person to District Hospital.
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10.2 OVERALL RECOMMENDATION AND IMPLEMENTATION SCHEDULE
10.2.1 Introduction
The mitigation measures suggested in earlier Chapters 4 are to be implemented so as to
reduce the impact on the environment due to proposed project. The implementation of
these recommendations could be done in phases so that, the most important mitigation
measures would be implemented first and the mitigation measures, which are less
important, could be implemented later.
Along with the implementation of these mitigation measures, monitoring schedule and
infrastructural requirements for environmental protection detailed in previous chapter are
important for environmental control measures.
10.2.2 Implementation Schedule and Environmental Management Cell.
Proposed plant will be completed within 6-8 months from zero date. Environment
monitoring and implementation measures shall be supervised by environment management
cell.
Environmental Management cell structure is given in Figure 10.2.
Figure 10.2: Environmental Management Cell
Plant Head
Manager Production
Environmental Engineer
Environmental Officer
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10.2.3 Budget for Implementation Environment Management Plan
Details of environment management plan are given in Table 10.4
Table 10.4: EMP Budget
S. No Item
Recurring Cost per annum
(Lac)
Capital Cost (Lac)
1 Air Pollution Control 3.0 20.00 2 Water Pollution Control 0.50 5.00 3 Noise Pollution Control 0.15 03.00 4 Environment Monitoring and Management 5.05 03.00 5 Occupational Health 1.00 10.00 6 Green Belt 0.25 3.00 7 Salary of EMP staff 6.0 00 8 Safety management. 0.15 4.00 9 Laboratory and chemicals 2.0 2.00
Total 18.1 50.0 10.2.4 Budget for CSR Activity
Details of budget for CSR activity are given in Table 10.5.
Table 10.5: Cost of CSR Activity
Activity Year wise Budgects (Rs.Lacks)
1st
Year 2nd
Year 3rd
Year 4th
Year 5th
Year Total
1. Health Camps 1.0 1.0 1.0 1.0 1.0 5.0
2. Voactional Skill Development programmes 1.0 1.0 1.0 1.0 1.0
5.0
3. Entrepreneurship awareness camps 1.0 1.0 1.0 1.0 1.0 5.0
4. Setting up a Library and Carrer Counseling Centere 1.0 1.0 1.0 1.0 1.0
5.0
5. Maintence of roads 1.0 1.0 1.0 1.0 1.0 5.0
6. Driking Water facility 1.0 1.0 1.0 1.0 1.0 5.0
Total 30.0
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CHAPTER 11 SUMMARY AND CONCLUSION
11.0 INTRODUCTION
Environmental Impact Assessment (EIA) is a process, used to identify the environmental, social
and economic impacts of a project prior to decision-making. It is a decision making tool, which
guides the decision makers in taking appropriate decisions for proposed projects. EIA
systematically examines both beneficial and adverse consequences of the proposed project
and ensure that these impacts are taken into account during the project designing.
11.1 ENVIRONMENTAL CLEARANCE
As per the Environmental Impact Assessment (EIA); Notification S.O. 1533, 14-09-2006 issued
by MoEFCC, Government of India, the proposed ferroalloys expansion project is categorized as
Category – A project, which mandates obtaining prior Environmental Clearance from MoEFCC,
GOI, NEW DELHI.
11.2 TERMS OF REFERENCE
BAL submitted the application for Environmental Clearance as per the new notification along
with prescribed Form1, proposed Terms of Reference for EIA study and pre-Feasibility report
on the project in November 2016. The Expert Appraisal Committee considered the project in
the 28th meeting held on February 5th to 7th, 2018 and prescribed Terms of References is
incorporated in the EIA report.
11.3 BRIEF DESCRIPTION OF PROJECT
The proposed project is expansion in production of ferroalloys adding 2 x 9 MVA submerged
Electrical Arc Furnace. After expansion total Furnace capacity will be 6 x 9 MVA.
Product Details
Product Existing Quantity
Proposed Quantity After Expansion
Ferro Manganese 86400 TPA or 43200 TPA or 129600 TPA or Silico Manganese 72000 TPA or 36000 TPA 108000 TPA or Ferro Silica 25200 TPA or - 25200 TPA or Ferro Chrome 36000 TPA - 36000 TPA
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Project Proponents
The project proponents are M/s. Berry Alloys Limited, incorporated in 2007 under companies
act 1956 with their registered office at Suit No: 308, Ashoka House, 3A, Hare Street, Kolkata –
700001.
11.4 MITIGATION MEASURES
11.4.1AIR Pollution Control Measures
Following measures will be taken to control air/fugitive pollution during mining operation:
i. Stack height would be approx.. 30 m (6 nos.) for for gaseous emission confirming to the
CPCB norms. D. G. Sets, stack height of 3.0 m above the roof level will be maintained.
ii. Stack emission level Swill be kept within permissible limit by installation of bag filter and
online stack emission monitoring will be done.
iii. Ambient air quality and stack emission would be regularly monitored and effective
control exercised, so as to keep limits on stack emission loads would be met honestly at
all the time.
iv. In order to avoid fugitive emissions from different sources, water will be sprayed. Also
the roads within the premises will be concreted to prevent dust emission.
v. The ambient air monitoring will be carried out regularly in the work zone and
surrounding areas, to check that ambient air levels of the contaminants, are well below
the stipulated norms.
vi. Green belt around the periphery and within premises will be developed which will help in
attenuating the pollutants emitted by the plant.
11.4.2 Water Quality Management
The proposed project would be based on “Zero Liquid Discharge” (ZLD)
11.4.3 Noise Pollution Control
Various components of industrial operations will cause some amount of noise, which will be
controlled by proper maintenance and compact technology.
i. Time to time oiling and servicing of machineries will be done.
ii. Acoustic enclosure for Turbine and D.G. sets will be provided.
iii. Green belt development (plantation of dense trees across the boundary) will help in
reducing noise levels in the plant as a result of attenuation of noise generated due to
plant operations, and transportation.
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11.4.4 Greenbelt Development and Plantation
Details of the Greenbelt development plan have been incorporated in Chapter 10 (EMP) of
section 10.1.6.
11.5 CONCLUSION
As discussed, it is safe to say that the project is not likely to cause any significant impact on the
ecology of the area, as adequate preventive measures will be adopted to contain the various
pollutants within permissible limits. Green belt development around the area will also be
taken up as an effective pollution mitigative technique, as well as to control the pollutants
released from the premises of the project.
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CHAPTER 12 DISCLOSURE OF CONSULTANT
12.0 INTRODUCTION
The consultant engaged for the preparation of the EIA/EMP of the project is M/s Sri Sai
Manasa Nature Tech Pvt. Ltd. Realizing the need for multi-disciplinary and pragmatic
approach To environment management, a few dedicated experience started M/s Sri Sai
Manasa Nature Tech Pvt. Ltd. company as a consultancy organization in 2006 registered as
company and ISO 9001:2008 Certified Company and accreditation by NABET. Our team
consists of specialists in environmental consulting, regulatory compliance and review,
site investigation, emergency response, environmental laboratory, site assessment, and data
usability-related experience. These individuals have worked together on similar projects, and
the leaders have been commended by their clients for accomplishment on other successful
projects.
M/s Sri Sai Manasa Nature Tech Pvt. Ltd. has its own Environmental laboratory with a name
of KIWIS Eco Laboratory at Pragathi Nagar Hyderabad under EPA (Environmental Protection
Act) from the MoEFCC, Govt. of India, New Delhi and by National Accreditation Board for
testing and Calibration Laboratories (NABL).
The list of the project team has been summarized below:
S. No. Name & Designation Qualification Experience
1 Dr. Ch. Rajani Kumari (Managing Director) EIA Coordinator and FAE (EB, AQ, WP & ISW)
M. Sc. Ph. D. (Environment Science)
17 years of experience in the field of EIA Studies and Environmental Management
2 Mr. Subramanyam Adapa (Executive Director) EIA Coordinator & FAE (AP, AQ, LU and N)
M. Tech. (Env. Engg.), 16 years of experience in the field of EIA Studies and Environmental Management.
3 Mr. Vipin Kumar (General Manager) EIA Coordinator & FAE (AP, AQ & SHW)
M. Tech. (Env. Engg.) 11 years of experience in the field of EIA Studies and Environmental Management.
4 Mr. Vishnu Sharma EIA Coordinator & FAE (WP & RH)
B. Tech. (Chemical) 10 Years of Experience in the field of EIA studies and Environmental Management.
5 Ms. Reshma Thakur EIA Coordinator & FAE (MSW)
M. Tech. (Env. Engg.) 14 years of experience in the field of EIA Studies and Environmental Management.
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S. No. Name & Designation Qualification Experience
6 Mr. I Durga Prasad M. Sc. Approved FAE in Socio Economy More than 40 Years of Experience
7 Mr. A. Mohan Reddy MSW Approved FAE in Socio Economy More than 4 Years of Experience
8 Mr. Sundara Rao M. Sc. Approved FAE in Soil Conservation
9 Mr. N. H. Reddy M. Tech. Approved FAE in Hydrogeology and Geology More than 20 Years of Experience
10 Mr. K. Rajesham M. Sc. (Env. Sc. & Tech.) FAA for WP in SW More than 2 years of experience
11 Dr. Desi Sreekanth M. Sc., Ph. D Approved FAE for WP Team Member & having 6 years of Experience
12 Dr. Siva Ramakrishana D M. Sc., Ph. D Team Member (Proposed for WP, AP) More than 6 years experience
13 Dr. Nalini Vijayalaxmi M. Sc., Ph. D Team Member (Proposed for WP, AP) More than 2 years experience
14 Mr. Ahamad Alisha Md. M. Sc. (Env. Sc.) Team Member (Proposed for WP, AP) More than 2 years experience
15 Mr. M. Chaitanya Babu M. Sc. (Env Sc.) Team Member (Proposed for MSW & AP) More than 4 years of experience
16 Mr. Rajesh Mankar B. E., PGDEM Team Member (Proposed for NV, AP & AQ) More than 15 years of experience
17 Mr. T. Manideep M. Tech. Env. Management Team Member (FAE for AP, AQ, SW) More than 4 years of experience
--------------
Annexure 1: Terms of Reference
.F. No. J-11011/1129/2007- IA-Il(I) Government of India
Ministry of Environment. Forest and Climate Change (Impact Assessment Division)
To Mis Berry Alloys Limited Plot No. 368, APIIC Growth Centre, Bobbili (Manda!), District Vizianagaram, Andhra Pradesh- 535558
Indira Paryavaran Bhawan Jor Bagh Road. Aliganj.
ew Delhi - 110003 E-mail: [email protected]
Tel: 011-24695319
Dated: 27th February, 2018
Subject: Proposed expansion in production of Ferro Alloys Unit located at plot no. 368, APHC Growth Centre, Bobbili Vizianagaram District, Andbra Pradesh of Mis Berry Alloys Limited - Prescribing Terms of Reference for Expansion regarding.
Sir,
This has reference to your online application vide proposal no. IA/AP/IND/71918/2017 dated 29th December 2017along with the application in prescribed format (Form-I ), copy of prefeasibility report and proposed ToRs for undertaking detailed EIA study as per the EIA Notification, 2006 for the project mentioned above. The proposed project activity is listed at SI. No. 3(a) Metallurgical industries (ferrous & non-ferrous) under Category "A" ETA Notification. 2006 and the proposal is appraised at Central level.
2.0 M/s. Berry Alloys Ltd. proposes expansion of existing manufacturing unit for Ferro Alloys Manufacturing. It is proposed to set up the additional 2 x 9 MV A MV A Electric Arc Furnace along with Existing 4 x 9 MV A Electric Arc Furnace.
3 .0 The existing project was accorded environmental clearance vide Lr.no.J-1 l O I l/ I 129/2007-IA-II (I) dated 7th July 2017 Consent to Operate was accorded by AP State pollution Control Board vide Ir. no.APPCBNSP/VZM/160/HO/CF0/2015-3602 dated 05.08.2015 validity of CtO is up to 31st Aug.2018. The Furnace details of existing plant, proposed expansion and total capacity after pro osed ex ansion is as follows:
Product
Electric Arc Furnace
4.0 pro
Product
------------- -
Existing uanti
4 X 9 MVA 2 X 9 MVA
Proposed Quantity
Page 1 of 12
After Expansion
6 X 9 MVA
and total capacity after
After Expansion
Ferro Manganese 86400 TPA ·-
43200 TPA 129600 TPA OR OR OR OR
Silico Manganese 72000 TPA 36000 TPA 108000 TPA OR OR OR
Ferro Silica 25200 TPA - 25200 TPA OR OR OR
Ferro Chrome 36000 TPA - 36000 TPA
5.0 The proposed unit will be located at Plot No. 368, APIIC Growth Center (notified industrial Area) Village: Bobbili, Taluka: Bobbili, District: Vizianagaram State: Andhra Pradesh. The topography of the area is slightly undulating (flat/undulated) and reported to fall between 18°32' I 5" North Latitude and 83°20'63" East Longitude in Survey of India Topo Sheet No. 65 N/6, at an elevation of 135 m AMSL.
6.0 The land area acquired for the proposed plant is 13.42 Ha. Total land the Government land. No forestland involved. The entire land has been acquired. Of the total area 4.44 ha (33%) land will b d fi b l d I e use or green et eve opment.
SNo Particular Existing Proposed After Expansion (Acres) (Acres) (Acres)
I Plant Area 7.6 1.38 8.98
2 Greenbelt 4.44 - 4.44 3 Future Expansion 1.38 - -
Total 13.42 1.38 13.42
7.0 No National Park/Wildlifo Sanctuary/Biosphere Reserveffiger Reserve/Elephant Reserve etc. are reported to be located in the core and buffer zone of the project. The area also does not report to fonn corridor for Schedule-I fauna.
8.0 pro
Total project cost is approx 12.0 Crore rupees. Proposed employment generation from d ·11 b ~o d' I d I 50 . d' I pose pro1ect w1 e) nos. 1rect emp ovment an nos in Irect emp ovment.
I Item Existing P roposed Tota l
(INR) (INR) (INR) I ~roposed EMP Cost 50 Lakhs 50 Lakhs JOO Lakhs I Prooosed CSR 50 lakhs 30 Lakhs 80 Lakhs IESR Cost 50 Lakhs 30 Lakhs 80 Lakhs l
9 .0 The targeted production capacity of the after expansion will be Ferro Manganese -129600 TPA or Silica Manganese -I 08000 TPA or Ferro Silica 25200 TPA or Ferro Chrome 36000 TPA. The ore for the plant would be procured from local market. The ore transportation will be done th h d Th d . fi d. ffi roug roa . e propose capacity or t erent products for new site area as below:
Name of unit No. of units Capacity of each
~ Unit Total Capacity
Proposed 2 Furnace 9MVA Ferro Mangan I 43200 TPA or Silico I Manganese - 36000 I
~ . I TPA
I 0.0 The electricity load of 45.0 MY A will be sourced from Eastern Power Distribution Company of Andhra Pradesh.
Page 2 of 12
11.0 Proposed raw material and f ucl requirement for project are Manganese Ore, Ferro manganese Slag, Dolomite and Quartz. The requirement would be fulfilled by Local market as well as Plant Generated Slag.
12 0 Th d ·1 f I'd e eta1 so SO I waste generate an it s management 1s as d d. ' fi II 0 ows: Item Existing Proposed Total Management
(TPD) (TPD) (TPD)
Slag 180 I 90 270 Sold to Brick
I Manufacturing
Dust from Bag filter 1.5 1.0 2.5 Used in Process
13.0 Water Consumption for the proposed project will be 30 KLD and waste water generation w·11 b ·1 fi D ·11 b d S k ti II db S k 't I e nt rom process. omeshc waste water w1 e treate ept1c tan 0 owe ,y oa p1.
ltem ( Water Requirement in Water Requirement I Total Water I KLD in KLD Requirement I (4 x 9 MVA) (2 x 9 MVA) (KLD)
I Cooling Purpose I 50 25 t- 75
Domestic Purpose 10 5 15
Oust Suppression I Greenbelt l Total 60 30 I 90
14.0 The proponent has mentioned that there is no court case or violation under El/\ Notification to the project or related activity.
15.0 The EIA Consultant: Sri Sai Manasa Nature Tech Pvt Ltd., Hyderabad; Accreditation No. sr. No 146, April IO 2017.
16.0 The proposal was considered by the Expert Appraisal Committee (Industry-I) during its 28th meeting held on 5th to 7th February, 2018 for prescribing ToRs for undertaking detailed EIA/EMP study. The PP has made detailed presentation on proposal along with £IA consultant.
17.0 A fier detailed deliberation, the committee observed that the earlier EC granted on Th July 2017 was based on the EIA/EMP prepared using the baseline data collected during Winter season i.e. from December 2016 to February 2017. Since the data is not older than 3 years. as requested by PP, can be used for preparation of EMP subject to not older than 3 years at the time of appraisal of the project.
18.0 After detailed deliberations, the Committee recommended to issue the ToR and prescribed following specific ToRs, in addition to the standard ToR. for undertaking detailed EIA-EMP study in addition to the generic ToR enclosed at Annexure I read with additional ToRs at Annexure-2.
i. Public Hearing to be conducted by the concerned State Pollution Control Board.
11. The issues raised during public hearing and commitment of the prqject proponent on the same along with time bound action plan to implement the commitment and financial allocation thereto should be clearly provided.
Page 3 of 12
111. The Enterprise Social Commitment (ESC) programme shall be based on the issues raised in the public hearing and the social impact assessment study so carried out should form part of ElA and EMP report.
1v. The EINEMP shall be prepared for cumulative with the existing and proposed expansion.
J 9.0 The undersigned is directed to inform that the Ministry of Environment. Forest and Climate Change (MoEF&CC) after accepting the recommendation of the EAC (Industry-I), hereby decided to accord ToRs for the above project.
20.0 It is requested that the draft ElA Report may be prepared in accordance with the above mentioned specific ToRs and enclosed generic ToRs and additional ToRs and thereafter further necessary action including conduct of public consultation may be taken for obtaining Environment Clearance in accordance with the procedure prescribed under the EIA Notification, 2006 as amended.
21.0 The ToRs are valid for a period of three years from today i.e.27.02.2018 and will expire on 26.02.2021. However, this period could be further extended by a maximum period of one year provided an appl ication is made by the project proponent at least three months before the expiry of the validity period, together with updated Form-I, based on proper justification.
~~» (Sharath Kumar P~ rla)
Scientist 'F'/Director Copy to:-
1. The Secretary, Department of Environment, Government of Andhra Pradesh Secretariat Hyderabad.
2. The Chairman, Central Pollution Control Board, Parivesh Rhawan, CBD cum office complex, East Arjun Nagar, Delhi- I I 0032.
3. The Chairman, Andhra Pradesh State Pollution Control Board. Paryavaran Bhawan, A-3 Industrial Estate, Sanath Nagar, Hyderabad - 500 018.
4. The Additional Principal Chief Conservator of Forests(C), Ministry of Environment, Forest and Climate Change, Regional Office (SEZ), 1st and nnd Floor, Hand loom Export Promotion Council, 34, Cathedral Garden Road, Nungambakkam, Chennai - 600034
5. The District Collector, Vizianagaram District, Government of Andhra Pradesh .
6. Guard File/Record File/Monitoring File.
7. MoEF&CC website.
Page 4 of 12
\ .. ~'< ~~~ .
(Sharath Kumar Pallerla) Scientist 'F'/Director
ANNEXURE-1
GENERIC TERMS OF REFERENCE (ToR) 1N RESPECT OF INDUSTRY SECTOR
1. Executive Summary 2. Introduction
i. Details of the EIA Consultant including NAB ET accreditation 11. Information about the project proponent iii. Importance and benefits of the project
3. Project Description 1. Cost of project and time of completion. 11. Products with capacities for the proposed project. iii. If expansion project, details of existing products with capacities and whether
adequate land is 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 v1. Details of Emission. eftluents, 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) v111. The project proponent shall furnish the requisite documents from the competent
authority in support of drawl of ground water and surface water and supply of electricity.
ix. Process description along with major equipment and machineries, process flow sheet (Quantative) from raw material to products to be provided
x. Hazard identification and details of proposed safety systems. xr. Expansion/modernization proposals:
a. Copy of fill.the Environmental Clearance(s) including Amendments thereto obtained for the project from MoEF&CC/SEIAA shall be attached a, an Annexure. A ccrtifit:d copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment, Forest and C limate Change 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. Jn addition, status of compliance of Consent to Operate for the ongoing / existing operation of the project from SPCB/PCC shall be attached with the EIA-EMP report.
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 lo 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.
4. Site Details
1. Location of the project site covering village. Taluka/fehsil, District and State, Justification for selecting the site, whether other sites were considered.
ii. A toposheet of the study area of radius of I 0km and site location on 1 :50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places)
iii. Co-ordinates (lat-long) of all four corners of the site.
Pages of 12
iv. Google map-Earth downloaded of the project site. v. Layout maps indicating existing unit as well as proposed unit indicating storage
area. plant area, greenbelt area, utilities etc. Jf located within an Industrial area/Estate/Complex, layoui of Industrial Area indicating location of unit within the Industrial area/Estate.
vi. Photographs of the proposed and existing (if applicable) plant site. If existing, show photographs of plantation/greenbelt, in particular.
vii. Landuse break-up of total land of the prQject site (identified and acquired), government/private - agricultural. forest, wasteland, water bodies, settlements, etc shall be included. (not required for industrial area)
v111. A list of major industries with name and type within study area (10km radius) shall be incorporated. Land use details of the study area
ix. Geological features and Geo-hydrological status of the study area shall be included. x. Details of Drainage of the project upto 5km radius of study area. l fthe site is within
I 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)
xi. Status of acquisition ofland. If acquisition is not complete, stage of the acquisition process and expected time of complete possession of the land.
xii. R&R details in respect of land in line with state Government policy
5. Forest and wildlife related issues {if applicable):
1. Permission and approval for the use of forest land (forestry clearance), if any, and recommendations of the State Forest Department. (if applicable).
ii. Land use map based on High resolution satellite imagery (GPS) of the proposed site delineating the forestland (in case ofpr<?iects involving forest land more than -10 ha).
111. Status of Application submitted for obtain ing the stage I forestry clearance along with latest status shall be submitted.
iv. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-a-vis the project location and the recommendations or comments of the Chief Wildlife Warden-thereon.
v. Wildlife Conservation Plan duly authenticated by the Chief Wildlife Warden of the State Government for conservation of Schedule I fauna. if any exists in the study area.
vi. Copy of application submitted for clearance under the Wildlife (Protection) Act. 1972, to the Standing 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 direction and rainfall.
ii. AAQ data (except monsoon) at 8 locations for PMw, PM2 s, S02. 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.
Page 6 of 12
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.
iv. Surface water quality of nearby River (60m upstream and downstream) 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.
vi. Ground water monitoring at minimum at 8 locatio11s shall be included. vii. Noise levels monitoring at 8 locations within the study area. viii. Soil Characteristic as per CPCB guidelines. 1x. 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
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.
xi. Socio-economic status of the study area.
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 a hilly terrain, the AQlP Modelling s~all be done using inputs of the specific terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be well assessed. Details of the model used and the input data used for modelling 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.
11. Water Quality modelling - in case, if the effluent is proposed to be discharged in to the local drain, then Water Quality Modelling study should be conducted for the drain water taking into consideration the upstream and downstream quality of water of the drain.
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.
1v. 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 effiuent 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 disposal.
Copies of MOU regarding utilization of solid and hazardous waste shall also be included. EMP shall include the concept of waste-minimization, recycle/reuse/recover techniques, Energy conservation. and natural resource conservation.
viii. Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 2009. A detailed plan of action shall be provided.
Page 7 of 12
ix. Action plan for the green belt development plan in 33 % area i.e. land with not less than l,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 green ing of the roads used for the project shall also be incorporated.
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.
xi. Total capital cost and recurring cost/annum for environmental pollution control measures shall be included.
xii. Action plan for post-project environmental monitoring shall be submitted. xiii. Onsite and Offsite Disaster (natural and Man-made) Preparedness and Emergency
Management Plan including Risk Assessment and damage control. Disaster management plan should be linked with District Disaster Management Plan.
8. Occupational health
1. Details of existing Occupational & Safety Hazards. What are the exposure levels of above mentioned 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,
11. Details of exposure specific health status evaluation of worker. If the workers' health is being evaluated by pre-designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre-placement and periodical examinations give the details of the same. Details regarding last month analysed data of abovementioned parameters as per a:ge, sex, duration of exposure and department wise.
111. Annual report of health status of workers with special reference to Occupational Health and Safety.
1v. Plan and fund allocation to ensure the occupational health & safety of all contract and casual workers.
9. Corporate Environment Policy
1. Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the E IA report.
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 detai led in the E lA.
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.
1v. 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
Page 8 of 12
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.
11. Enterprise Social Commitment (ESC)
1. To address the Public Hearing issues. 2.5% of the total prqject cost of (Rs .............. crores), amounting to Rs ............. crores, shall be earmarked by the project proponent. towards Enterprise Social Commitment (ESC). Distinct ESC projects shall he carved out based on the local public hearing issues. Project estimate shall be prepared based on PWD schedule of rates for each distinct Item and schedule for time bound action plan shall be prepared. These ESC projects as indicated by the prqjcct proponent shall be implemented along with the main project. Implementation of such program shall be ensured by constituting a Committee comprising of the project proponent, representatives of village Panchayat & District Administration. Action taken report in this regard shall be submitted to the Ministry's Regional Office. No free distribution/donations and or free camps shall be included in the above ESC budget
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.
13. A tabular chart with index for point wise compliance of above To Rs.
14. The ToRs prescribed shall be valid for a period of three years for submission of the EIAEMP reports along with Public Hearing Proceedings (wherever stipulated).
The following general points shall be noted:
1. All documents shall be properly indexed, page numbered. ii. Period/date of data collection shall be clearly indicated.
iii. Authenticated English translation of all material in Regional languages shall be provided. 1v. The letter/application for environmental clearance shall quote the MOEF&CC file No. and
also attach a copy of the letter. v. The copy of the letter received from the Ministry shall be also attached as an annexure to
the final EJA-EMP Report. vi. The index of the final EJA-EMP report must indicate the specific chapter and page no. of
the EJA-EMP Report vii. While preparing the EJA report, the instructions for the proponents and instructions for the
consultants issued by MOEF&CC vide 0.M. No. J-1101 3/41/2006-JA.II (I) dated 4th
August, 2009, which are available on the website of this Ministry shall also be followed. viii. The consultants involved in the preparation of EIA-EMP report after accreditation with
Quality Council of India (QCl)/National Accreditation Board of Education and Training (NABET) would need to include a certificate in this regard in the EIA-EMP reports prepared by them and data provided by other organization/Laboratories including their status ofapprovals etc. Name of the Consultant and the Accreditation details shall be posted on the ElA-EMP Report as well as on the cover of the Hard Copy of the Presentation makrial for EC presentation.
Page 9 of 12
ix. ToRs' prescribed by the Expert Appraisal Committee (Industry) shall be considered for preparation of EIA-EMP report for the project in addition to all the relevant information as per the 'Generic Structure of EIA' given in Appendix 1H and lllA in the EIA Notification, 2006. Where the documents provided are in a language other than English, an English translation shall be provided. The draft EIA-EM P report shall be submitted to the State Pollution Control Board of the concerned State for conduct of Public Hearing. The SPCB shall conduct the Public Hearing/public consultation, district-wise, as per the provisions of EIA notification, 2006. The Public Hearing shall be chaired by an Officer not below the rank of Additional District Magistrate. The issues raisc::d in the Public Hearing and during the consultation process and the commitments made by the project proponent on the same shall be included separately in EIA-EMP Report in a separate chapter and summarised in a tabular chart with financial budget (capital and revenue) along with time-schedule of implementation for complying with the commitments made. The final EIA report shall be submitted to the Ministry for obtaining environmental clearance.
********
Page 10 of 12
------ -
ANNEXURE-2
METALLURGICAL INDUSTRY {FERRO US AND NON-FERROUS)
I. Complete process flow diagram describing each unit, its processes and operations, along with material and energy inputs & outputs (material and energy balance).
2. Emission from sulphuric acid plant and sulphur muck management.
3. Details on installation of Continuous Emission Monitoring System with recording with proper calibration system
4. Details on toxic metals including fluoride emissions
5. Details on stack height.
6. Details on ash disposal and management
7. Complete process flow diagram describing process of lead/zinc/copper/ aluminium. etc.
8. Details on smelting, thermal refining, melting, slag fuming, and Waelz kiln operation
9. Details on Holding and de-gassing of molten metal from primary and secondary aluminium, materials pre-treatment, and from melting and smelting of secondary aluminium
I 0. Details on toxic metal content in the waste material and its composition and end use (particularly of slag).
11. Trace metals in waste material especially slag.
12. Plan for trace metal recovery
13. Trace metals in water. *****
Page 11 of 12
Executive Summary
Executive summary of the report in about 8-10 pages incorporating the following:
i. Project name and location (Village. Dist, State, Industrial Estate (if applicable)
ii. Products and capacities. If expansion proposal, then existing products with capacities and reference to earlier EC.
iii. Requirement of land, raw material, water, power, fuel, with source of supply (Quantitative)
i\. Process description in brief, specifically indicating the gaseo use mission, liquid efnuent and solid and hazardous wastes. Materials balance shall be presented.
\. Measures for mitigating the impact on the environment and mode of discharge or disposal.
, i. Capital cost of the project, estimated time of completion
vii. Site selected for the project - Nature of land - Agricultural (single/double crop). barren, Govt/private land, status of is acquisition, nearby (in 2-3 km.) water body, population, with in 10km other industries, forest, eco-sensitive zones, accessibility, (note - in case of industrial estate this infonnation may not be necessary)
\ iii. Baseline environmental data - air quality. surface and ground water quality, soil characteristic, flora and fauna, socio-economic condition of the nearby population
,x. Identification of hazards in handling, processing and storage of hazardous material and safety system provided to mitigate the risk.
x. Likely impact of the project on air. water, land, flora-fauna and nearby population
xi. Emergency preparedness plan in case of natural or in plant emergencies
xii. Issues raised during public hearing (if applicable) and response given
xiii. CSR plan with proposed expenditure.
xiv. Occupational Health Measures
x,. Post project monitoring plan
*******
Page 12 of 12
1 | M / s . B e r r y A l l o y s L t d .
Environmental Clearance Compliance Report for Proposed Expansion in Production of Ferro Alloys Unit (Adding 2 X9 MVA Submerged Electric Arc Furnace) at Plot No. 368, APIIC Growth Center, Bobbili Village & Mandal, Vizianagaram District, Andhra Pradesh.
Environment Clearance Letter No: F.No. J-11011/1129/2007-IA-II(I) dated: 7th July 2017.
S. No EC Condition Compliance PART - A. Specific Condition
I
The mandated 33% of total area (4.44 acres) covered under green belt shall be carried in the first year of implementation of expansion project with local and broad-leaved species as per the guidelines of CPCB. The additional plantation shall be carried all along the boundary wherever possible with minimum of two rows. In addition, 2,500 trees will be planted in a block in the vacant area available in North-East direction of the plant site
The 4.44 acres of land already earmarked for green belt and Plantation. As per MOEFCC recombination we are in process to plant 2500 trees within vacant land.
ii
The budget allocated (Rs.50 Lakhs) for Enterprise Social Responsibility (ESR) to address the issues raised during the public hearing shall be completed within 7months of commencement of expansion project as per the action plan submitted by PP. The ESR fund shall be allocated as a CAPEX in project mode and monitored periodically once in 3 years.
We will comply the budget allocated (Rs.50 Lakhs) for Enterprise Social Responsibility (ESR) to address the issues raised during the public hearing shall be completed within 7.0 months of commencement of expansion project as per the action plan submitted by PP. The ESR fund shall be allocated as a CAPEX in project mode and monitored periodically once in 3 years.
iii The bag filter shall have capacity of not less than 1.5 times the requirement of the existing plus proposed expansion project.
We will be installed bag filter having capacity more than 1.5 times the requirement of the existing plus proposed expansion project.
iv The slag generated during the process shall be used for brick manufacturing or supply to the end users.
We will send the generated slag to the Bricks manufactures.
v The dust collected in the bag house(s) shall be re- used in the sintered plant.
We will use the bag house collected dust.
vi
Leachate analysis of slag by TCLP test shall be carried once in 6months and shall be reported to Regional Office of the Ministry along with half yearly monitoring report.
The Leachate analysis of slag by TCLP test shall be carried once in 6.0 months and shall be reported to Regional Office of the Ministry along with half yearly monitoring
2 | M / s . B e r r y A l l o y s L t d .
S. No EC Condition Compliance report.
vii
Occupational Health monitoring of all workmen engaged at shop- floor ,loading and un-loading material/products shall be carried through IME and PME once in 5 years.
Occupational health surveillance for all workers will be done as per MOEFCC recommendation.
viii No effluent shall be discharged outside the plant premises and the project shall adhere to Zero Liquid Discharge (ZLD).
Zero Liquid Discharge (ZLD) norms will be followed strictly.
ix
The project proponent shall install 24*7 air monitoring devices to monitor air emissions, as provided by the CPCB and submit report to Ministry and its Regional Office.
We having online monitoring System for existing unit and we will also provide the online monitoring system for new unit also.
x
In-plant control measures like bag filters, de-dusting and dust suppression system shall be provided to control fugitive emissions from all the vulnerable sources. Dust extraction and suppression system shall be provided at all the transfer points, coal handling plant etc. Water sprinkling system shall be provided to control secondary fugitive dust emissions generated during screening, loading, unloading, handling and storage of raw materials etc.
We are maintained In-plant control measures like bag filters, de-dusting and dust suppression system shall be provided to control fugitive emissions from all the vulnerable sources. Dust extraction and suppression system shall be provided at all the transfer points, coal handling plant etc. Water sprinkling system shall be provided to control secondary fugitive dust emissions generated during screening, loading, unloading, handling and storage of raw materials etc.
xi The COD level in the effluent should be maintained at the prescribed standard and the STP effluent is to be recycled within the premises.
We will maintained the COD level in the effluent should be maintained at the prescribed standard and the STP effluent is to be recycled within the premises.
xii
Continuous stack monitoring facilities for all the stacks shall be provided and sufficient air pollution control devices viz. Electrostatic precipitator (ESP), bag house, bag filters etc. shall be provided to keep the emission levels blow 50 mg/Nm3 and installing energy efficient technology.
We will be complied. Continuous stack monitoring facilities for all the stacks shall be provided and sufficient air pollution control devices viz. Electrostatic precipitator (ESP), bag house, bag filters etc. shall be provided to keep the emission levels blow 50 mg/Nm3 and installing energy efficient technology
3 | M / s . B e r r y A l l o y s L t d .
S. No EC Condition Compliance
xiii
Efforts shall further be made to use maximum water from the rain water harvesting sources. Use of air cooled condensers shall be explored and closed-circuit cooling system shall be provided to reduce water consumption and water requirement shall be modified accordingly. All the effluent should be treated and used for ash handling, dust suppression and green belt development. ETP sludge should be disposed off scientifically.
The rain water harvesting system will be provided. The are no waste water from the Process. Zero discharge norms will be followed. For domestic waste water septic tank followed by soak pit will be provided.
xiv
All internal roads shall be black topped. The roads shall be regularly cleaned with mechanical sweepers. A 3-tier avenue plantation using native species shall be developed along the roads. Facilities for parking of trucks carrying raw coal from the linked coalmines shall be created within the Unit.
We will be complied. All internal roads will be black topped. The roads will be regularly cleaned with mechanical sweepers. Avenue plantation using native species will be developed along the roads. Facilities for parking of trucks will be provided.
xv The National Ambient Air Quality Emission Standards issued by the Ministry vide G.S.R.No.826(E) dated 16th November 2009 shall be followed.
We are following the National Ambient Air Quality Emission Standards issued by the Ministry vide G.S.R.No.826(E) dated 16th November 2009 .
xvi
Gaseous emission levels including secondary fugitive emissions from all the sources shall be controlled within the latest permissible limits issued by the Ministry vide G.S.R. 414(E) dated 30th May, 2008 and regularly monitored. Guidelines / Code of practice issued by the CPCB shall be followed.
We will be following Gaseous emission levels including secondary fugitive emissions from all the sources shall be controlled within the latest permissible limits issued by the Ministry vide G.S.R. 414(E) dated 30th May, 2008 and regularly monitored. Guidelines / Code of practice issued by the CPCB.
xvii
Regular monitoring of influent and effluent, surface, sub-surface and ground water shall be ensured and treated wastewater shall meet the norms prescribed by the State Pollution Control Board or described under the Environment (Protection) Act, 1986 whichever are more stringent.
We will be complied
xviii
Proper handling, storage, utilization and disposal of all the solid waste shall be ensured and regular report regarding toxic metal content in the waste material and its composition, end use of
We will be complied
4 | M / s . B e r r y A l l o y s L t d .
S. No EC Condition Compliance solid/hazardous waste shall be submitted to the Ministry’s Regional office, SPCB and CPCB.
xix A time bound action plan shall be submitted to reduce solid waste generated due to the project related activity, its proper utilization and disposal.
We will maintain a time bound action plan shall be submitted to reduce solid waste generated due to the project related activity, its proper utilization and disposal.
xx
Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 1999 and subsequent amendment in 2003 and 2009. All the fly ash shall be provided to cement and brick manufacturers for further utilization and Memorandum of Understanding shall be submitted to the Ministry’s Regional Office.
No fly ash will be generated from the process. Hence not Applicable.
xxi
A Risk and Disaster Management Plan shall be prepared and a copy submitted to the Ministry’s Regional office, SPCB and CPCB within 3 months of issue of environment clearance letter.
We Will be Complied. A Risk and Disaster Management Plan (DMP) shall be prepared and a copy submitted to the Ministry’s Regional office, SPCB and CPCB within 3 months of issue of environment clearance letter. Copy of DMP is Attached.
xxii
The Company shall submit within three months their policy towards Corporate Environment Responsibility which shall inter-alia address
We Will be Complied. Details are Attached.
(i) Standard operating process/procedure to being into focus any infringement/deviation/ violation of environmental or forest norms/conditions, (ii)Hierarchical system or Administrative order of the Company to deal with environmental issues and ensuring compliance to the environmental clearance conditions and (iii)System of reporting of non-compliance/violation environmental norms to the Board of Directors of the company and/or stakeholders or shareholders.
xxiii
The project proponent shall provide for solar light system for all common areas, street lights, Village, parking around project area and maintain the same regularly.
We will be provide solar light system for all common areas, street lights, Village, parking around project area and maintain the same regularly.
xxiv The project proponent shall provide for LED lights in their offices and residential areas.
We will provide LED lights in their offices and residential areas.
xxv Provision shall be made for the housing of We will be made for the housing of
5 | M / s . B e r r y A l l o y s L t d .
S. No EC Condition Compliance construction labor within the site with all necessary infrastructure and facilities such as fuel for cooking, mobile toilets, mobile STP ,Safe drinking water, medical health care, crèche etc. The housing may be in the form of temporary structures to be removed after the completion of the project.
construction labor within the site with all necessary infrastructure and facilities such as fuel for cooking, mobile toilets, mobile STP ,Safe drinking water, medical health care, crèche etc.
B. GENERAL CONDITIONS:
i The project authorities must strictly adhere to the stipulations made by the Andhra Pradesh Pollution Control Board and the State Government.
We will be strictly adhere to the stipulations made by the Andhra Pradesh Pollution Control Board and the State Government.
ii
No further expansion or modifications in the plant shall be carried out without prior approval of the Ministry of Environment, Forests and Climate Change (MoEF&CC).
We assure you that we will not be done any kind of expansion without Taking permission from MOEFCC.
iii
At least four ambient air quality monitoring stations should be established in the downward direction as well as where maximum ground level concentration of PM10,PM2.5,SO2 and NOx are anticipated in consultation with the SPCB. Data on ambient air quality and stack emission shall be regularly submitted to this Ministry including its Regional office at Chennai and the SPCB/CPCB once in six months.
We will be establish four ambient air quality monitoring stations in the downward direction as well as where maximum ground level concentration of PM10,PM2.5,SO2 and NOx are anticipated in consultation with the SPCB. Data on ambient air quality and stack emission will be regularly submitted to this Ministry including its Regional office at Chennai and the SPCB/CPCB once in six months.
iv
Industrial wastewater shall be properly collected, treated so as to conform to the standards prescribed under GSR 422 (E) dated 19th May, 1993 and 31st December 1993 or as amended form time to time. The treated wastewater shall be utilized for plantation purpose.
There is no waste water from process. Cooling waste water will be reuse in system after adding makeup water.
v
The Overall noise levels in and around the plant area shall be kept well within the standards (85 dB (A) ) by providing noise control measures including acoustic hoods, silencers, enclosures etc. on all sources of noise generation. The ambient noise levels should conform to the standards prescribed under EPA Rules, 1989 viz. 75 dB(A) during day time and 70 dB (A) during night time.
We will be complied. The Overall noise levels in and around the plant area shall be kept well within the standards (85 dB (A) ) by providing noise control measures including acoustic hoods, silencers, enclosures etc. on all sources of noise generation. The ambient
6 | M / s . B e r r y A l l o y s L t d .
S. No EC Condition Compliance noise levels should conform to the standards prescribed under EPA Rules, 1989 viz. 75 dB(A) during day time and 70 dB (A) during night time
vi Occupational health surveillance of the workers shall be done on a regular basis and records maintained as per the Factories Act.
We will be complied. Occupational health surveillance will be done as per The Factories Act.
vii The Company shall develop rain water harvesting structures to harvest the rain water for utilization in the lean season besides recharging the ground water table.
Rain Water harvesting structure will be constructed and will be attached to raw water pond so this water will reduce the makeup water requirement.
viii
The project proponent shall also comply with all the environmental protection measures and safeguards recommended in the EIA/EMP report. Further, the company must undertake socio-economic development activities in the surrounding villages like community development programmes, educational programmes, drinking water54 supply and health care etc.
We will take care of all environmental protection measures and safeguards recommended in the EIA/EMP report. Further, the company will undertake socio-economic development activities in the surrounding villages like community development programmes, educational programmes, drinking water supply and health care etc.
ix
Requisite funds shall be earmarked towards capital cost and recurring cost/annum for environment pollution control measures to implement the conditions stipulated by the Ministry of Environment, Forest and Climate Change (MoEF&CC) as well as the State Government. An implementation schedule for implementing all the conditions stipulated herein shall be submitted to the Regional Office office of the Ministry at Chennai. The funds so provided shall not be diverted for any other purpose.
We will be are maintain separate account earmarked towards capital cost and recurring cost/annum for environment pollution control measures to implement the conditions stipulated by the Ministry of Environment, Forest and Climate Change (MoEF&CC) as well as the State Government. An implementation schedule for implementing all the conditions stipulated herein will be submitted to the Regional Office of the Ministry at Chennai.
x
A copy of clearance letter shall be sent by the proponent to concerned panchayat, Zila Parishad/Municipal Corporation, Urban Local Body and the local NGO, if any, from whom
We will be Complied.
7 | M / s . B e r r y A l l o y s L t d .
S. No EC Condition Compliance suggestions/representations, if any, were received while processing the proposal. The clearance letter shall also be put on the web site of the company by the proponent.
xi
The project proponent shall upload the status of compliance of the stipulated environment clearance conditions, including results of monitored data on their website and shall update the same periodically. It shall simultaneously be sent to the Regional Office of the MoEF&CC at Chennai. The respective Zonal Office of CPCB and the SPCB. The criteria pollutant levels namely;PM10, SO2, NOx (ambient levels as well as stack emissions) or critical sectoral parameters, indicated for the projects shall be monitored and displayed at a convenient location near the main gate of the company in the public domain.
We will be compiled.
xii
The project proponent shall also submit six monthly reports on the status of the compliance of the stipulated environmental conditions including results of monitored data (both in hard copies as well as by e-mail) to the Regional Office of MoEF&CC, the respective Zonal Office of CPCB and the SPCB. The Regional Office of this Ministry at Chennai / CPCB / SPCB shall monitor the stipulated conditions.
We will be submit six monthly reports on the status of the compliance of the stipulated environmental conditions including results of monitored data (both in hard copies as well as by e-mail) to the Regional Office of MoEF&CC, the respective Zonal Office of CPCB and the SPCB.
xiii
The environmental statement for each financial year ending 31st March in Form-V as is mandated to be submitted by the proponent to the concerned State Pollution Control Board as prescribed under the Environment (Protection) Rules, 1986, as amended subsequently, shall also be put on the website of the company along with the status of compliance of environmental conditions and shall also be sent to the respective Regional Office of the MoEF&CC at Chennai by e-mail.
We will be submit to The environmental statement for each financial year ending 31st March in Form-V to the concerned State Pollution Control Board as prescribed under the Environment (Protection) Rules, 1986, as amended subsequently, shall also be put on the website of the company along with the status of compliance of environmental conditions and shall also be sent to the respective Regional Office of the MoEF&CC at Chennai by e-mail.
8 | M / s . B e r r y A l l o y s L t d .
S. No EC Condition Compliance
xiv
The project proponent shall inform the public that the project has been accorded environmental clearance by the Ministry and copies of the clearance letter are available with the SPCB and may also be seen at Website of the Ministry of Environment, Forests and Climate Change (MoEF&CC) at http:/envfor.nic.in.This shall be advertised within seven days from the date of issue of the clearance letter, at least in two local newspapers that are widely circulated in the region of which one shall be in the vernacular language of the locality concerned and a copy of the same should be forwarded to the Regional office at Chennai.
We will be Complied.
xv
Project authorities shall inform the Regional Office as well as the Ministry, the date of financial closure and final approval of the project by the concerned authorities and the date of commencing the land development work.
We will be inform the Regional Office as well as the Ministry, the date of financial closure and final approval of the project by the concerned authorities and the date of commencing the land development work.
---------
Annexure 6 List of Major Industries
Annexure 8: AAQ Data Location : Plant Area
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene 03.12.2016 1 69.6 28.7 11.6 14.1 0.58 15.7 21.0 BDL BDL BDL BDL BDL 04.12.2016 1 70.1 29.4 11.8 14.3 0.51 15.9 21.2 BDL BDL BDL BDL BDL 10.12.2016 2 69.8 29.2 11.8 14.3 0.53 15.9 20.8 BDL BDL BDL BDL BDL 11.12.2016 2 72.3 30.3 12.2 14.7 0.55 16.3 21.6 BDL BDL BDL BDL BDL 17.12.2016 3 71.6 30.0 12.1 14.6 0.57 16.2 21.5 BDL BDL BDL BDL BDL 18.12.2016 3 73.9 31.0 12.4 14.9 0.60 16.5 22.0 BDL BDL BDL BDL BDL 24.12.2016 4 72.7 30.1 12.4 15.1 0.58 16.3 21.6 BDL BDL BDL BDL BDL 25.12.2016 4 70.4 29.1 12.0 14.7 0.66 15.9 21.2 BDL BDL BDL BDL BDL 31.12.2016 5 71.2 29.5 12.2 14.9 0.65 16.1 21.1 BDL BDL BDL BDL BDL 01.01.2017 5 69.8 28.9 11.9 14.6 0.66 15.8 19.8 BDL BDL BDL BDL BDL 07.01.2017 6 70.2 29.1 12.0 14.7 0.65 15.9 19.4 BDL BDL BDL BDL BDL 08.01.2017 6 68.1 28.2 11.6 14.3 0.62 15.5 20.6 BDL BDL BDL BDL BDL 14.01.2017 7 69.6 29.4 12.0 15.1 0.62 16.1 21.7 BDL BDL BDL BDL BDL 15.01.2017 7 67.3 28.5 11.6 14.7 0.61 15.7 19.6 BDL BDL BDL BDL BDL 21.01.2017 8 68.6 29.0 11.8 14.9 0.60 15.9 20.2 BDL BDL BDL BDL BDL 22.01.2017 8 70.8 29.9 12.2 15.3 0.61 16.3 21.9 BDL BDL BDL BDL BDL 5.02.2017 9 69.6 29.4 12.0 15.1 0.62 16.1 22.1 BDL BDL BDL BDL BDL
06.02.2017 9 72.0 30.5 12.4 15.5 0.52 17.3 23.3 BDL BDL BDL BDL BDL 12.02.2017 10 71.2 29.1 12.2 14.6 0.50 17.1 23.1 BDL BDL BDL BDL BDL 13.02.2017 10 73.9 30.2 12.7 15.1 0.48 17.6 22.8 BDL BDL BDL BDL BDL 19.02.2017 11 72.7 29.7 12.5 14.9 0.65 17.4 22.6 BDL BDL BDL BDL BDL 20.02.2017 11 74.8 30.6 12.8 15.2 0.65 17.7 22.9 BDL BDL BDL BDL BDL 26.02.2017 12 73.1 29.9 12.5 14.9 0.66 17.4 22.6 BDL BDL BDL BDL BDL 27.02.2017 12 71.5 29.2 12.3 14.7 0.61 17.2 22.4 BDL BDL BDL BDL BDL
Minimum 67.3 28.2 11.6 14.1 0.48 15.5 19.4 0.0 0.0 0.0 0.0 0.0 Maximum 74.8 31.0 12.8 15.5 0.66 17.7 23.3 0.0 0.0 0.0 0.0 0.0 Average 71.0 29.5 12.1 14.8 0.60 16.4 21.5 0.0 0.0 0.0 0.0 0.0
98 Percentile 74.4 30.8 12.7 15.4 0.66 17.6 23.2 0.0 0.0 0.0 0.0 0.0
Location : Paradi.
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene
03.12.2016 1 48.3 18.8 12.3 15.0 <0.1 6.1 12.3 BDL BDL BDL BDL BDL 04.12.2016 1 48.9 19.0 12.8 15.6 <0.1 6.3 12.1 BDL BDL BDL BDL BDL 10.12.2016 2 51.6 20.1 13.2 15.9 <0.1 6.2 11.3 BDL BDL BDL BDL BDL 11.12.2016 2 52.3 20.3 13.3 16.0 <0.1 6.5 10.9 BDL BDL BDL BDL BDL 17.12.2016 3 51.6 20.1 13.2 15.9 <0.1 6.1 12.6 BDL BDL BDL BDL BDL 18.12.2016 3 49.6 19.3 12.7 15.4 <0.1 6.5 11.5 BDL BDL BDL BDL BDL 24.12.2016 4 50.3 19.0 12.7 15.8 <0.1 6.6 10.9 BDL BDL BDL BDL BDL 25.12.2016 4 54.6 20.6 13.8 16.9 <0.1 6.9 12.5 BDL BDL BDL BDL BDL 31.12.2016 5 53.1 20.1 13.4 16.5 <0.1 6.5 11.2 BDL BDL BDL BDL BDL 01.01.2017 5 55.2 20.9 14.0 17.1 <0.1 6.6 10.6 BDL BDL BDL BDL BDL 07.01.2017 6 53.7 20.3 13.6 16.7 <0.1 6.9 12.6 BDL BDL BDL BDL BDL 08.01.2017 6 51.2 19.4 12.9 16.0 <0.1 7.1 13.4 BDL BDL BDL BDL BDL 14.01.2017 7 50.9 20.0 12.9 15.5 <0.1 6.9 11.2 BDL BDL BDL BDL BDL 15.01.2017 7 52.6 20.7 13.3 15.9 <0.1 7.6 10.6 BDL BDL BDL BDL BDL 21.01.2017 8 51.2 20.1 14.1 16.8 <0.1 6.9 12.6 BDL BDL BDL BDL BDL 22.01.2017 8 53.6 21.1 13.8 16.1 <0.1 6.5 10.5 BDL BDL BDL BDL BDL 5.02.2017 9 52.9 20.8 13.4 16.0 <0.1 6.9 11.2 BDL BDL BDL BDL BDL
06.02.2017 9 50.8 20.0 12.8 15.4 <0.1 6.8 12.1 BDL BDL BDL BDL BDL 12.02.2017 10 48.6 19.3 12.6 15.8 <0.1 7.5 10.6 BDL BDL BDL BDL BDL 13.02.2017 10 51.2 20.4 13.3 16.5 <0.1 6.1 10.8 BDL BDL BDL BDL BDL 19.02.2017 11 49.2 19.6 12.7 15.9 <0.1 6.9 11.5 BDL BDL BDL BDL BDL 20.02.2017 11 52.3 20.8 13.6 16.8 <0.1 7.6 10.6 BDL BDL BDL BDL BDL 26.02.2017 12 51.8 20.6 13.4 16.6 <0.1 6.8 11.5 BDL BDL BDL BDL BDL 27.02.2017 12 48.8 19.4 12.6 15.8 <0.1 6.2 10.8 BDL BDL BDL BDL BDL
Minimum 48.3 18.8 12.3 15.0 0.0 6.1 10.5 0.0 0.0 0.0 0.0 0.0
Maximum 55.2 21.1 14.1 17.1 0.0 7.6 13.4 0.0 0.0 0.0 0.0 0.0 Average 51.4 20.0 13.2 16.1 0.0 6.7 11.5 0.0 0.0 0.0 0.0 0.0
98 Percentile 54.9 21.0 14.0 17.0 0.0 7.6 13.0 0.0 0.0 0.0 0.0 0.0
Location : Alajangi
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene 03.12.2016 1 46.1 18.3 12.8 15.6 <0.1 6.5 12.1 BDL BDL BDL BDL BDL 04.12.2016 1 44.8 17.7 12.5 15.3 <0.1 6.1 11.5 BDL BDL BDL BDL BDL 10.12.2016 2 45.6 18.1 12.7 15.5 <0.1 6.3 11.8 BDL BDL BDL BDL BDL 11.12.2016 2 47.9 19.0 13.3 16.1 <0.1 7.2 12.6 BDL BDL BDL BDL BDL 17.12.2016 3 49.9 19.9 13.9 16.7 <0.1 6.8 11.9 BDL BDL BDL BDL BDL 18.12.2016 3 48.1 19.1 13.4 16.2 <0.1 7.6 13.5 BDL BDL BDL BDL BDL 24.12.2016 4 50.6 19.8 13.8 16.8 <0.1 7.1 13.0 BDL BDL BDL BDL BDL 25.12.2016 4 52.8 20.6 14.3 17.3 <0.1 7.9 13.8 BDL BDL BDL BDL BDL 31.12.2016 5 51.6 20.2 14.0 17.0 <0.1 7.3 13.1 BDL BDL BDL BDL BDL 01.01.2017 5 53.9 21.1 14.6 17.6 <0.1 6.5 12.6 BDL BDL BDL BDL BDL 07.01.2017 6 55.9 21.9 15.2 18.2 <0.1 6.3 12.3 BDL BDL BDL BDL BDL 08.01.2017 6 54.6 21.3 14.8 17.8 <0.1 7.1 12.8 BDL BDL BDL BDL BDL 14.01.2017 7 52.1 20.1 13.5 16.1 <0.1 6.9 12.7 BDL BDL BDL BDL BDL 15.01.2017 7 53.6 20.7 13.9 16.5 <0.1 7.4 13.2 BDL BDL BDL BDL BDL 21.01.2017 8 51.7 20.0 13.4 16.0 <0.1 7.2 13.1 BDL BDL BDL BDL BDL 22.01.2017 8 49.8 19.0 12.8 15.4 <0.1 6.8 12.8 BDL BDL BDL BDL BDL 5.02.2017 9 51.2 19.6 13.1 15.7 <0.1 6.6 12.4 BDL BDL BDL BDL BDL
06.02.2017 9 53.1 20.3 13.2 15.8 <0.1 6.8 12.7 BDL BDL BDL BDL BDL 12.02.2017 10 50.6 19.3 12.6 15.0 <0.1 7.2 13.1 BDL BDL BDL BDL BDL 13.02.2017 10 52.6 20.0 13.1 15.5 <0.1 7.1 13.0 BDL BDL BDL BDL BDL 19.02.2017 11 49.8 18.9 12.4 14.8 <0.1 6.5 12.4 BDL BDL BDL BDL BDL 20.02.2017 11 51.7 20.5 13.4 15.8 <0.1 6.8 12.9 BDL BDL BDL BDL BDL 26.02.2017 12 53.1 21.1 13.8 16.2 <0.1 7.3 13.1 BDL BDL BDL BDL BDL 27.02.2017 12 50.5 20.2 13.2 15.6 <0.1 7.1 13.2 BDL BDL BDL BDL BDL
Minimum 44.8 17.7 12.4 14.8 0.0 6.1 11.5 0.0 0.0 0.0 0.0 0.0 Maximum 55.9 21.9 15.2 18.2 0.0 7.9 13.8 0.0 0.0 0.0 0.0 0.0 Average 50.9 19.9 13.5 16.2 0.0 6.9 12.7 0.0 0.0 0.0 0.0 0.0
98 Percentile 55.3 21.6 15.0 18.0 0.0 7.8 13.7 0.0 0.0 0.0 0.0 0.0
Location : Godryanivalasa
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene 05.12.2016 1 45.2 18.1 10.6 13.3 <0.1 6.5 11.2 BDL BDL BDL BDL BDL 06.12.2016 1 43.1 17.3 10.1 12.8 <0.1 6.3 11.5 BDL BDL BDL BDL BDL 12.12.2016 2 44.2 17.7 10.4 13.1 <0.1 6.5 10.9 BDL BDL BDL BDL BDL 13.12.2016 2 46.2 18.5 10.9 13.6 <0.1 6.6 10.6 BDL BDL BDL BDL BDL 19.12.2016 3 45.1 18.2 10.8 13.7 <0.1 6.9 11.3 BDL BDL BDL BDL BDL 20.12.2016 3 47.3 19.1 11.4 14.3 <0.1 6.5 10.8 BDL BDL BDL BDL BDL 26.12.2016 4 46.1 18.6 11.1 14.0 <0.1 6.3 10.6 BDL BDL BDL BDL BDL 27.12.2016 4 48.6 19.6 11.7 14.6 <0.1 6.8 11.5 BDL BDL BDL BDL BDL 02.01.2017 5 47.8 19.1 11.3 14.4 <0.1 7.1 11.9 BDL BDL BDL BDL BDL 03.01.2017 5 49.2 19.7 11.6 14.7 <0.1 7.5 10.6 BDL BDL BDL BDL BDL 07.01.2017 6 50.2 20.1 11.9 15.0 <0.1 7.9 12.1 BDL BDL BDL BDL BDL 08.01.2017 6 48.1 19.2 11.4 14.5 <0.1 7.6 10.6 BDL BDL BDL BDL BDL 16.01.2017 7 47.2 18.6 11.1 13.7 <0.1 7.8 12.3 BDL BDL BDL BDL BDL 17.01.2017 7 45.6 18.0 10.7 13.3 <0.1 6.9 10.6 BDL BDL BDL BDL BDL 23.01.2017 8 46.6 18.4 10.9 13.5 <0.1 6.8 12.7 BDL BDL BDL BDL BDL 24.01.2017 8 44.2 17.5 10.4 13.0 <0.1 6.5 10.5 BDL BDL BDL BDL BDL 07.02.2017 9 45.3 18.1 10.8 13.3 <0.1 6.9 12.6 BDL BDL BDL BDL BDL 08.02.2017 9 47.8 19.1 11.4 13.9 <0.1 7.4 10.9 BDL BDL BDL BDL BDL 14.02.2017 10 48.3 19.3 11.6 14.1 <0.1 7.3 10.8 BDL BDL BDL BDL BDL 15.02.2017 10 50.1 20.0 12.0 14.5 <0.1 7.2 11.2 BDL BDL BDL BDL BDL 21.02.2017 11 49.2 19.9 12.0 14.8 <0.1 6.9 11.5 BDL BDL BDL BDL BDL 22.02.2017 11 47.1 19.1 11.1 13.9 <0.1 6.8 10.6 BDL BDL BDL BDL BDL 28.02.2017 12 48.3 19.6 11.4 14.2 <0.1 6.9 11.5 BDL BDL BDL BDL BDL
Minimum 43.1 17.5 10.2 13.0 0.0 6.3 10.5 0.0 0.0 0.0 0.0 0.0 Maximum 50.2 20.1 12.0 15.0 0.0 7.9 12.7 0.0 0.0 0.0 0.0 0.0 Average 47.0 18.8 11.2 13.9 0.0 7.0 11.3 0.0 0.0 0.0 0.0 0.0
98 Percentile 50.2 20.0 12.0 14.9 0.0 7.9 12.7 0.0 0.0 0.0 0.0 0.0
Location : Somapuram
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene 05.12.2016 1 42.6 16.9 10.5 13.4 <0.1 6.3 11.910.6 BDL BDL BDL BDL BDL 06.12.2016 1 40.9 16.2 10.1 13.0 <0.1 6.5 11.5 BDL BDL BDL BDL BDL 12.12.2016 2 41.5 16.5 10.3 13.2 <0.1 6.9 10.8 BDL BDL BDL BDL BDL 13.12.2016 2 43.3 17.2 10.7 13.6 <0.1 6.3 10.6 BDL BDL BDL BDL BDL 19.12.2016 3 42.1 16.7 10.4 13.3 <0.1 6.6 11.9 BDL BDL BDL BDL BDL 20.12.2016 3 44.6 17.7 11.0 13.9 <0.1 6.9 11.9 BDL BDL BDL BDL BDL 26.12.2016 4 45.9 17.9 11.3 14.0 <0.1 6.8 11.8 BDL BDL BDL BDL BDL 27.12.2016 4 47.1 18.3 11.6 14.3 <0.1 6.6 10.6 BDL BDL BDL BDL BDL 02.01.2017 5 46.6 18.1 11.5 14.2 <0.1 6.9 10.6 BDL BDL BDL BDL BDL 03.01.2017 5 48.3 18.8 11.9 14.6 <0.1 6.5 10.7 BDL BDL BDL BDL BDL 07.01.2017 6 47.1 18.5 11.8 14.5 <0.1 6.3 11.5 BDL BDL BDL BDL BDL 08.01.2017 6 49.6 19.5 12.4 15.1 <0.1 6.8 11.8 BDL BDL BDL BDL BDL 16.01.2017 7 48.8 19.2 11.6 14.3 <0.1 7.1 11.4 BDL BDL BDL BDL BDL 17.01.2017 7 46.5 18.3 11.1 13.8 <0.1 7.2 10.6 BDL BDL BDL BDL BDL 23.01.2017 8 47.1 17.9 10.9 13.1 <0.1 6.5 10.9 BDL BDL BDL BDL BDL 24.01.2017 8 45.7 17.4 10.5 12.7 <0.1 6.3 10.5 BDL BDL BDL BDL BDL 07.02.2017 9 46.6 17.8 10.7 12.9 <0.1 7.5 11.8 BDL BDL BDL BDL BDL 08.02.2017 9 48.9 18.6 11.3 13.5 <0.1 6.3 12.1 BDL BDL BDL BDL BDL 14.02.2017 10 47.6 18.1 11.1 13.3 <0.1 6.2 10.6 BDL BDL BDL BDL BDL 15.02.2017 10 45.8 18.4 11.2 14.4 <0.1 6.2 10.9 BDL BDL BDL BDL BDL 21.02.2017 11 46.1 18.5 11.3 14.5 <0.1 6.4 11.4 BDL BDL BDL BDL BDL 22.02.2017 11 48.9 19.6 12.0 15.2 <0.1 7.3 11.5 BDL BDL BDL BDL BDL 28.02.2017 12 47.1 18.9 11.6 14.8 <0.1 7.4 11.7 BDL BDL BDL BDL BDL
Minimum 40.9 16.2 10.1 12.7 0.0 6.2 10.5 0.0 0.0 0.0 0.0 0.0 Maximum 49.6 19.6 12.4 15.2 0.0 7.5 12.1 0.0 0.0 0.0 0.0 0.0 Average 46.0 18.0 11.2 13.9 0.0 6.7 11.2 0.0 0.0 0.0 0.0 0.0
98 Percentile 49.3 19.6 12.2 15.1 0.0 7.5 12.0 0.0 0.0 0.0 0.0 0.0
Location : Dongaravalasa
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene 05.12.2016 1 40.1 15.3 10.0 12.9 <0.1 6.3 10.6 BDL BDL BDL BDL BDL 06.12.2016 1 39.6 15.1 9.9 12.8 <0.1 6.1 9.5 BDL BDL BDL BDL BDL 12.12.2016 2 37.2 14.2 9.3 12.2 <0.1 6.2 10.8 BDL BDL BDL BDL BDL 13.12.2016 2 38.6 14.7 9.6 12.5 <0.1 5.9 11.2 BDL BDL BDL BDL BDL 19.12.2016 3 40.1 15.0 10.1 12.7 <0.1 5.6 10.5 BDL BDL BDL BDL BDL 20.12.2016 3 42.3 15.9 10.6 13.2 <0.1 5.8 9.6 BDL BDL BDL BDL BDL 26.12.2016 4 41.5 15.6 10.4 13.0 <0.1 5.4 9.8 BDL BDL BDL BDL BDL 27.12.2016 4 39.7 14.9 10.0 12.6 <0.1 5.3 9.6 BDL BDL BDL BDL BDL 02.01.2017 5 38.2 14.8 9.6 12.6 <0.1 5.5 9.5 BDL BDL BDL BDL BDL 03.01.2017 5 39.1 15.2 9.8 12.8 <0.1 5.8 10.2 BDL BDL BDL BDL BDL 07.01.2017 6 37.7 14.6 9.5 12.5 <0.1 5.6 10.9 BDL BDL BDL BDL BDL 08.01.2017 6 39.9 15.5 10.0 13.0 <0.1 5.8 10.1 BDL BDL BDL BDL BDL 16.01.2017 7 40.5 15.4 10.0 12.5 <0.1 5.9 10.6 BDL BDL BDL BDL BDL 17.01.2017 7 42.3 16.1 10.5 13.0 <0.1 6.1 9.5 BDL BDL BDL BDL BDL 23.01.2017 8 41.6 15.8 10.3 12.8 <0.1 6.6 9.8 BDL BDL BDL BDL BDL 24.01.2017 8 39.9 15.2 9.9 12.4 <0.1 5.4 9.4 BDL BDL BDL BDL BDL 07.02.2017 9 40.5 15.0 10.0 12.1 <0.1 5.9 10.6 BDL BDL BDL BDL BDL 08.02.2017 9 42.2 15.7 10.5 12.6 <0.1 6.5 10.5 BDL BDL BDL BDL BDL 14.02.2017 10 41.5 15.4 10.3 12.4 <0.1 6.3 9.3 BDL BDL BDL BDL BDL 15.02.2017 10 43.8 16.2 10.9 13.0 <0.1 5.4 9.5 BDL BDL BDL BDL BDL 21.02.2017 11 42.9 16.2 10.3 12.9 <0.1 6.8 9.8 BDL BDL BDL BDL BDL 22.02.2017 11 40.1 15.1 9.7 12.3 <0.1 6.5 10.6 BDL BDL BDL BDL BDL 28.02.2017 12 41.7 15.7 10.0 12.6 <0.1 6.6 10.9 BDL BDL BDL BDL BDL
Minimum 37.2 14.2 9.3 12.1 0.0 5.3 9.3 0.0 0.0 0.0 0.0 0.0 Maximum 43.8 16.2 10.9 13.2 0.0 6.8 11.2 0.0 0.0 0.0 0.0 0.0 Average 40.5 15.3 10.1 12.7 0.0 6.0 10.1 0.0 0.0 0.0 0.0 0.0
98 Percentile 43.4 16.2 10.7 13.1 0.0 6.7 11.1 0.0 0.0 0.0 0.0 0.0
Location : Golladi
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene
07.12.2016 1 55.1 22.2 11.4 14.1 <0.1 11.6 16.3 BDL BDL BDL BDL BDL 08.12.2016 1 56.3 22.6 11.7 14.4 <0.1 11.0 15.6 BDL BDL BDL BDL BDL 14.12.2016 2 56.0 22.5 11.6 14.3 <0.1 10.5 15.2 BDL BDL BDL BDL BDL 15.12.2016 2 57.9 23.3 12.0 14.7 <0.1 11.2 16.6 BDL BDL BDL BDL BDL 21.12.2016 3 56.1 22.6 11.6 14.3 <0.1 12.1 16.1 BDL BDL BDL BDL BDL 22.12.2016 3 58.6 23.6 12.2 14.9 <0.1 11.5 15.3 BDL BDL BDL BDL BDL 28.12.2016 4 58.1 23.6 12.2 15.1 <0.1 11.9 16.5 BDL BDL BDL BDL BDL 29.12.2016 4 60.2 24.5 12.8 15.7 <0.1 10.6 16.9 BDL BDL BDL BDL BDL 04.01.2017 5 59.3 24.1 12.6 15.5 <0.1 10.8 15.6 BDL BDL BDL BDL BDL 05.01.2017 5 61.2 24.9 13.0 15.9 <0.1 11.5 15.8 BDL BDL BDL BDL BDL 09.01.2017 6 60.5 24.6 12.8 15.7 <0.1 12.1 16.9 BDL BDL BDL BDL BDL 10.01.2017 6 62.3 25.4 13.2 16.1 <0.1 11.6 16.1 BDL BDL BDL BDL BDL 18.01.2017 7 61.5 24.5 12.8 15.2 <0.1 11.9 16.6 BDL BDL BDL BDL BDL 19.01.2017 7 59.2 23.6 12.3 14.7 <0.1 11.8 16.8 BDL BDL BDL BDL BDL 25.01.2017 8 60.8 24.3 12.6 15.0 <0.1 10.6 15.6 BDL BDL BDL BDL BDL 26.01.2017 8 61.9 25.1 12.7 15.1 <0.1 10.9 15.1 BDL BDL BDL BDL BDL 09.02.2017 9 61.5 24.5 12.4 14.8 <0.1 11.5 15.8 BDL BDL BDL BDL BDL 10.02.2017 9 60.1 25.1 12.7 15.1 <0.1 12.3 17.6 BDL BDL BDL BDL BDL 16.02.2017 10 62.1 24.5 12.4 14.8 <0.1 11.5 15.9 BDL BDL BDL BDL BDL 17.02.2017 10 60.4 23.9 11.7 13.9 <0.1 11.6 16.8 BDL BDL BDL BDL BDL 23.02.2017 11 59.6 23.5 11.6 13.8 <0.1 10.8 16.2 BDL BDL BDL BDL BDL 24.02.2017 11 61.5 25.1 12.1 14.3 <0.1 11.5 16.3 BDL BDL BDL BDL BDL
Minimum 55.1 22.2 11.4 13.8 0.0 10.5 15.1 0.0 0.0 0.0 0.0 0.0 Maximum 62.3 25.4 13.2 16.1 0.0 12.3 17.6 0.0 0.0 0.0 0.0 0.0 Average 59.6 24.0 12.3 14.9 0.0 11.4 16.2 0.0 0.0 0.0 0.0 0.0
98 Percentile 62.2 25.3 13.1 16.0 0.0 12.2 17.3 0.0 0.0 0.0 0.0 0.0
Location : Bobbili
Date Week PM 10 PM 2.5 SO2 NOX CO NH3 O3 Ni Pb As Benzene Benzo(a)Pyrene 07.12.2016 1 63.1 25.4 12.3 15.2 0.14 10.2 18.4 BDL BDL BDL BDL BDL 08.12.2016 1 61.2 24.6 12.0 14.9 0.13 9.1 17.3 BDL BDL BDL BDL BDL 14.12.2016 2 60.5 24.3 11.8 14.7 0.15 11.3 19.5 BDL BDL BDL BDL BDL 15.12.2016 2 62.3 25.0 12.2 15.1 0.17 12.1 20.3 BDL BDL BDL BDL BDL 21.12.2016 3 61.6 24.9 12.2 15.1 0.13 11.9 20.1 BDL BDL BDL BDL BDL 22.12.2016 3 64.1 26.0 12.7 15.6 0.14 10.6 18.8 BDL BDL BDL BDL BDL 28.12.2016 4 63.9 25.9 12.7 16.3 0.19 11.1 19.3 BDL BDL BDL BDL BDL 29.12.2016 4 65.8 26.6 13.1 16.7 0.20 12.2 20.4 BDL BDL BDL BDL BDL 04.01.2017 5 64.6 26.4 13.2 16.8 0.19 11.5 19.7 BDL BDL BDL BDL BDL 05.01.2017 5 63.1 25.8 12.9 16.5 0.17 13.1 21.3 BDL BDL BDL BDL BDL 09.01.2017 6 65.7 26.9 13.4 17.0 0.15 12.9 21.4 BDL BDL BDL BDL BDL 10.01.2017 6 67.8 27.7 13.8 17.4 0.14 12.3 20.8 BDL BDL BDL BDL BDL 18.01.2017 7 66.9 26.4 13.2 16.1 0.18 10.6 19.1 BDL BDL BDL BDL BDL 19.01.2017 7 68.7 27.1 13.6 16.5 0.15 11.2 19.7 BDL BDL BDL BDL BDL 25.01.2017 8 67.1 26.5 13.3 16.2 0.17 11.8 20.3 BDL BDL BDL BDL BDL 26.01.2017 8 65.3 25.8 12.9 15.8 0.18 12.5 21.0 BDL BDL BDL BDL BDL 09.02.2017 9 66.3 25.9 12.5 15.4 0.19 12.1 20.6 BDL BDL BDL BDL BDL 10.02.2017 9 64.1 25.1 12.1 15.0 0.20 11.2 19.7 BDL BDL BDL BDL BDL 16.02.2017 10 63.5 24.8 11.9 15.0 0.22 10.9 18.8 BDL BDL BDL BDL BDL 17.02.2017 10 65.9 25.8 12.4 15.5 0.15 11.5 19.4 BDL BDL BDL BDL BDL 23.02.2017 11 67.8 27.7 13.3 16.4 0.17 12.3 20.2 BDL BDL BDL BDL BDL 24.02.2017 11 69.6 28.4 13.7 16.8 0.19 12.1 20.0 BDL BDL BDL BDL BDL
Minimum 60.5 24.3 11.8 14.7 0.22 9.1 17.3 0.0 0.0 0.0 0.0 0.0 Maximum 69.6 28.4 13.8 17.4 0.22 13.1 21.4 0.0 0.0 0.0 0.0 0.0 Average 65.0 26.1 12.8 15.9 0.17 11.6 19.8 0.0 0.0 0.0 0.0 0.0
98 Percentile 69.2 28.1 13.8 17.3 0.21 13.0 21.4 0.0 0.0 0.0 0.0 0.0
Annexure -9
Report on Socio-economic Environment Impact Assessment of
M/s Berry Alloy Limited
Plot No.368, APIIC Growth Centere (Industrial Estate)
Bobbili Village & Mandal Vizianagaram District, Andhrapradesh
1.0 Introduction
The present Socio - economic Impact Assessment (SEIA) concerns with a Expansion of Ferro Alloys Plant to be setup in a dedicated plant site covering Bobbili Village & Mandal of Vizianagaram District in the of Andhrapradesh.
Any development activity will influence the socio-economic conditions of the population in the region and thus the quality of life (QOL). Socio-economic surrey is necessary in EIA report preparation to predict the changes on social and economic status. Hence baseline data for demographic characteristics, occupational status, education. Health and amenities existing in the project area have been studied as per DOE Guidelines. The possible socio-economic impacts of the proposed project, as emerged from the field survey results, were thoroughly brainstormed by the study team before being validated trough discussions with key stakeholders and opinion leaders who are familiar with the study area. The key potential impact thus zeroed - in were captured and presented in the report.
Any developmental activity will have impact on the socio-economic conditions of the population in the region and they are by on the quality of life. Socio-Economic Impact Assessment helps to get an idea of changes on social, economic and cultural status. Baseline data for Occupational status and Health amenities existing in the study area has been collected by personal interaction with the villagers in the study area and also from secondary sources such as census/statistics, data etc.
Baseline data:
Detailed Socio-economic survey within 10 Km radius of the proposed Ferro Alloys Expansion project has been carried out to assess the pre-project status.
Following parameters have been selected for Socio - Economic profiles:
1. Population composition 2. Housing 3. Agriculture 4. Occupational structure 5. Education 6. Employment 7. Amenities 8. Economy
The information on the above parameters was collected from the villages in the study area by means of personal interaction with the villagers and Sarpanch of the village. Secondary information on the statistics was also collected from the district handbooks.
2.0 Project Impact Zone
2.1 Project Site The proposed project site forms part of industrial Area by APIIC Growth Centre (Industrial Estate). Plot No: 368, Bobbili Village & Mandal, Vizianagaram District, Andhrapradesh state.
2.2 Geographical Coverage
The geographical coverage for SEIA of the project extends over a 10 km radial distance from the project site and comprises 40 revenue villages spread across the Mandal as detailed in below table.
Details of Villages Comprising Study Area
Socio Economic Demographic Details (Population, literataracy, Workers) No's
S.No Village Total House holds
Total Population
Total literates
Total Illitera
tes
Total workers Total Non
workers
Total Worke
rs
SC Populat
ion
ST Population Male Female Cultiv
ators
Agriculture
Laboures
HHI Other Worke
rs
1 Alluduvalasa 74 118 177 64 231 32 195 - 2 63 232 - 292 2 Dongarevoleso 78 154 176 136 194 87 2 - 6 222 108 1 325 3 Gummidivada 113 198 235 146 287 40 165 - 1 167 266 1 428 4 Gollapalli 111 221 209 241 189 76 150 - 31 166 264 48 168 5 Jogindoravalasa 477 968 961 1,058 871 215 562 13 196 847 1,082 275 31 6 Pedabondapalle 1,089 2,045 2,148 2,175 2,018 327 457 27 238 2,216 1,977 702 349 7 Venkataraidupeta 148 249 298 307 240 88 44 - 55 187 360 19 24 8 Rajupeta 149 276 288 343 221 142 107 1 78 235 329 64 5
9 Janardhana Ranga Rayapuram 227 464 463 475 452 123 286 - 150 365 562 139 2
10 Lingamvalasa 81 158 165 174 149 16 120 20 42 111 212 25 2
11 Komatipalle (Near) Bobbili 951 1,843 1,913 1,916 1,840 475 940 24 513 1,666 2,090 573 2
12 Piridi 1,378 2,719 2,650 2,618 2,751 683 1,414 47 623 2,518 2,851 669 10 13 Krishnapuram 311 593 581 638 536 249 225 2 151 536 638 250 -
14 Jagannadhapuram (Near) Bobbili 340 660 692 677 675 65 373 1 239 670 682 366 -
15 Paradhi 775 1,622 1,663 1,375 1,910 208 1,295 14 282 1,415 1,870 291 6 16 Bhojarajapuram 64 135 132 151 116 42 79 4 36 104 163 - 48
17 Gorla Seetharampuram 244 482 475 506 451 168 271 4 61 448 509 195 111
18 Gunnathotavalasa 381 701 777 807 671 185 204 4 326 729 749 187 141
19 Rangarayapuram 555 1,068 1,094 1,209 953 369 608 12 311 702 1,460 550 51
20 Janardhanarangarayapuram @ Kunukuvanivalasa
236 458 491 443 506 294 208 - 76 357 592 - -
22 Alajangi 1,440 2,603 2,680 2,471 2,812 544 1,461 19 546 2,214 3,069 1,458 - 23 Bobbili (M) 14,584 28,285 28,534 39,193 17,626 1,023 2,169 495 14,498 36,137 20,682 5,691 1,075
24 Chinna parannavalasa 244 554 511 602 463 161 232 5 72 480 585 85 29
25 Bhavanipuram 40 70 70 79 61 43 28 5 4 60 80 57 - 26 Gollapeta 141 281 307 285 303 9 290 - 57 232 356 100 - 27 Rompalle 663 1,251 1,374 1,258 1,367 210 772 11 168 1,151 1,474 392 332 28 Ramabhadrapuram 2,820 5,533 5,429 5,704 5,258 710 2,322 152 1,527 5,657 5,305 870 153
29 Samarthula Chintalavalasa 137 282 260 275 267 28 4 10 24 258 284 3 -
30 Sompuram 156 355 378 366 367 56 213 1 32 358 375 25 12 31 Ravival 63 122 135 59 198 63 30 - 2 90 167 - 257 32 Badangi 12,225 24,881 24,503 23,853 25,531 9,503 10,035 510 3,488 22,813 26,571 6,577 1,760 33 Gopalarajupeta 148 280 304 224 360 130 138 1 55 246 338 - 70 34 Vengopanduravalasa 219 425 432 383 474 248 144 20 52 393 464 - 56 35 Mallampeta 265 493 519 478 534 199 211 18 45 439 573 226 - 36 Badangi 900 2,524 1,864 2,825 1,563 263 896 8 493 2,633 1,755 1,219 118 37 Kamannavalasa 108 243 243 236 250 81 207 4 8 180 306 6 38 38 Lakshmipuram 256 492 465 416 541 116 417 6 16 399 558 68 300 39 Pindrangivalasa 193 401 433 418 416 253 133 - 54 388 446 16 35 40 Kummandampeta 501 968 999 859 1,108 217 251 14 139 904 1,063 127 22
Total 42,885 85,175 85,028 95,443 74,760 17,741 27,658 1,452 24,697 88,756 81,447 21,275 6,252
* Source Censes;2011
3.0 Approach Methodology
3.1 Objectives
The primary objectives of the socio-economic impact assesment are:
- Understanding the baseline socio-economic environment obtaining in the impact zone. - Identifying the key stakeholders who are likely to be impacted by the establishment of
the proposed project. - Assessing the positive and negative impacts of the project on the socio-economic
environment in the area. - Suggesting mitigation measures to minimize the native impacts.
3.2 Scope
The scope of socio-economic assessment extends to:
- Assessing the baseline socio-economic environment prevailing in the impact area focusing the core and buffer zones. - Identifying key economic sectors and major sources of livelihood in the study area. - Understanding social structures and lifestyles of people in the area who are likely to be affected the most. - Assessing physical and social infrastructure facilities accessible to the project affected people. - Identifying heritage precinct and archeological monuments, if any in the area which may be affected by the proposed project - Predicting the likely socio-economic impacts as consequence of establishing the project. - Suggesting adverse impact mitigation measures in line with the felt needs, aspirations and expectations of the project affected people. - Preparing an appropriate Socio-economic Environment Management Plan.
3.3 Coverage
The geographical coverage for the socio-economic impact assessment extends to 40 villages located within the 10 km radius from the proposed site.
3.4 Approach
The basic approach to carrying out the SEIA focued on:
Zeroing-in on the project impact area covering all the villages and other habitations falling within the mandatory 10 km radius from the project site.
Collecting the basic information with repect to the village in the project impact area in terms of census village code, name of the Mandal in which a particular village falls, number of households, population level(as per Census 2011) and growth of village population during the last decade, distance from the proposed project site etc.
Gathering macro level socio-economic information, at Mandal level, with the help of econdery data.
Identifying critical knowlwedge/information gaps which impede an objective and reliable aessment of the ocio-economic impacts of the project.
Zeroing-in on the data/information to be colleted fro a fair impact assessment and deciding upon the sources and mean to collecting the same.
Identifying the key stakeholders and potential respondents for collecting the required information.
Drawing a sampling frame and size specifying ample villages,number of households to be contacted for primary data/information collection and agencies to be contacted for eliciting information on various aspects relevent to the study.
Finalisation of survey intruments, constitutions of a survey team and orientation of field investigators.
Carrying out field surveys in the sample villges and simultaneously carrying out data accuracy and reliability checks.
Processing, tabulation and analysi of data with the help of appropriate statistical tools. Interpretation of data to arrive at valid conclusions. Preparing and presentaing SEIA report.
3.5 Methodology
The socio-economic impact assessment of the proposed project relied on a mix of both secondary and primary data collected from various sources. The EIA was carried out in three different stages-Desks Research, Data Analysis and Report Preparation. The methodology adopted in each stage is explained in what follows.
4.0 Baseline Socio-economic Environment
Indutrial developemnet projects of any size and nature will have impacts on people’s way of life, their culture, community, health and wellbeing, their assessts and livelihoods. The impacts could be both negative and positive. Socio-economic impact assesment seeks to identify such impacts and focus on the ways and means to minimize the incidence of negative impacts. It is therefore imperative to understand the baseline socio-economic senerio in the study area to systemetically gauze the magnitude of possible impacts.The study team thus has captured a baic socio-economic profile of the area as presented in what follows.
4.1 Demographic Profile
The sociological aspects of this study include human ettlements, demography, and social strata such as Scheduled Caste and Scheduled Tribes and literacy levels besides infrastrucute facilities available in the study area. The economic aspects include occupational structure and income levels of workers.
The key demographic of the tudy area comprising 40 villages are presented in below Table.
Sailent Features of Demographics in Study Area
Sl No. Demographic Parameter
Data as per Census 2011 Sailent Features
1
Total Population(No.)
- Males - Females
1,70,203
85,175 85,028
Sex Ratio in the area 51% male and 49% Female.
99 % of the population in the study area is rural population.
2 SCs (No.) 21,275
3 STs (No.) 6,252
4 Average Literacy (%) 49.6%
Average literacy at 21.6% is the minimum in Alluduvalasa village.
Average literace at 68.9% is the maximum in Bobbili.
5 Households (No.) 42,885 Average 4.4 persons per
household -2.3 males and 2.1 females.
4.2 Population
Total population of villages within 10 Km radius of the study area as collected from 2011 census hand book was the percentage of male and female to the total population was 50 % and 50 %. Similarly the percentage of schedule caste and scheduled tribe to the total population were 21% and 1.5 % respectively.
4.3 Occupational Districbution
The occupational districbution in the study area points to be predominance of Cultivators followed by Agricalture Labourers than Household Industry Workers, (2%) are cultivators followed by Agricaltural Labourers (39%), Other than Household Industry Workers (34%) and Other Workers (34%).
4.4 Livelihoods
4.4.1 Agricalture
Agricalture and alied allied activites - cattle reaing and backyard poultry - are traditionally the predoinant source of livelihood in the area. Jowar and Raagi are the principal food crops raised while Sugarcane & Onion is the major cash crops grown.
Farmaing in the area is largely monsoon dependent as sistainable ittigation facilites are n’t available. Normal annual rainfal in the hovers around 800 mm, while the actual rainfal for the three year period ending 2015-2016 has been substanitially low varying between a minimum of 620 mm in 2014-15and maximun of 700 mm in 2013-2014. The predominant source of irrigarion
in the area is bore wells which generally yield limited quantities of water. As such, agricalture is largely a subitence activity and a fairly high degree of under employment prevalent.
Agricalture allied activites such as rearing milch cattle and backyard poultry farming are other complementary sources of incomes to the households. Engagement of women in these activites is more common. Some of the women are also engaged in small business as vegitable and flowers vending.
4.5 Lifetyles
No reliable information/data are available, either at the district or mandal levels, on the lifestyles of people. As such, it will ve very difficult to asses the lifestyles in the area with reasonable accuracy. However, based on an impressionistic assesment during the field surveys, it is felt that a majority of the population in the area owns a residence to live in, They have access to basic amenities such as drinking water, electric power, education and healthcare. A majority of the people in the area also have acess to a mobile phone and a cable TV connection. They own a two wheeler as a means of personal transport. Generally participation and interaction amoung the pople in the area is concern during festivals, functions and cultural events. Participation in marriages and mourning is reported to be more common among homogenous social groups.
The recreation facilities in the area are reflected in watching TV,playing, cinima going and partying.
4.6 Physical Infrastructure
All the villages are electrified and connected with all-weather village roads. Pasenger tranportation is essentially provided by the State Road Tranport Corporation. Regular bus facilites exist up to the road heads connecting the villages to the main road/highway. From there shared auto rikshawa connect the villages. Bicycles and motor cycles are also commonly sighted. During rainy season it is generally difficult to reach the interior villages. Almost all the villages have acces to safe drinking water. All the villages are fluoride free.
4.7 Social Infrastructure
A reasonable network of primary and upper primary schools, junior colleges and degree colleges managed by the Government exixts in the area. A few prvately managed educational instutions also exit for schooling.
Healthcare is available a network of Government run PHCs. Private Clinics also exist in the area. Relatively better medicare facilites are available at Bagalkot town.
4.8 Archaeological Monuments
No archaeological monuments, heritage percincts or religious places are noticed in the study area that may be adversely affected by the establihment of the proposed project.
4.9 Sources of Livelihood:
Agricalture and allied activites are the predominant of livelihood for the house hold population, followed by other souces such as self-employment and wage employment in the household industry.
48% of the houehold population is engaged ascultivators follwed by agricatureal labourers 42% . Employment in Household industry is nominal.
5.0 Predicted Impacts little
The socio-economic impacts af the proposed project could be assessed in terms of demand supply aspects for good and services in the area, pressure on natural resources and infrastructure, grouth of industry, sustsinability of livelihoods and employment.
Some indirect impacts can also be understood interms of public health and safety, preserving local culture and aesthetics of the archaeological monuments and heritage precincts.
Based on a cloe understanding and assesment, the socio-economic impacts of the proposed project predicted as follows:
Positive Impacts Negitive Impacts
i) There is no loss of land and consequential livelihoods, as no land acquistion is contemplated. The proposed site forms part of Private patta land.
ii) Creation of employment opportinities for about 45 to 50 local skilled and semi-killed workers during project construction and operation phses.
iii) Multiplier effect due to induced growth during contruction and operational phaes in downstream and upstream project activites for about 100 persons majority of them local women and youth.
iv) Development/upgradation of vocational and soft skills of about 100 local youth over next five years thus enhancing their empliyability.
i) Air & Noice pollution through release of fugitive dust during operational process leading to possible incidence of respiratory diseases, irrigation of eyes and noe etc., for people living in the core impact zone.
ii) Possible adverse impact on crop productivety as a result of fugitive dust setting on plants in the vicinity.
iii) Increased influx of people, and tranport vehicles putting pressure on the already underdeveloped road network in the vivinity.
v) Emergence of local enterpreneur in complementary activites such as small business transporation,equipment repairs and maintence etc.
vi) Strengthening of pyical infrastructure such as roads and power network.
There are no heritage precincts and archaeological monuments in the project site vicinity that would be adversely impacted by the proposed expansion project.
6.0 Mitigation of Adverse Impacts
6.1 Mitigation Measures
The project proponent would be required to initate the following measures to minimize the possible negative impacts, as a conswquence of setting up his proposed project at plot no.368, APIIC Growth center, Bobbili, Vijayanagaram district, Andhra Pradesh, on the surrounding socio-economic environment:
- Install appropritate dust control equipment to check air pollution - Organise monthly health camps in the area to check the incidence of any respiratory and
other related disorders. - Organisinig voactional and soft skills development programmes for the youth to enhance
their employability. - Conduct Enterpreneurship Development Camps to nature enterpreneurial talents amoung
the local youth.
6.2 Budject for CSR activites
A Suggestive plan for developing the Socio - Economic environment in the project impact area together with indicate budgets for a five year period is presented below:
Activity Year wise Budgects (Rs.Lacks)
1st
Year 2nd
Year 3rd
Year 4th
Year 5th
Year Total
1. Health Camps 1.0 1.0 1.0 1.5 1.5 6.0
2. Voactional Skill Development programmes 1.0 1.0 1.5 1.5 2.0 7.0
3. Entrepreneurship awareness camps 1.0 2.0 2.0 2.0 2.0 9.0
4. Setting up a Library and Carrer Counseling Centere 1.0 1.0 1.0 1.0 1.0 5.0
5. Maintence of roads 2.0 2.0 3.0 3.0 3.0 13.0
6. Driking Water facility 2.0 2.0 2.0 2.0 2.0 10.0
Total 6.0 7.0 8.5 9.0 9.5 50.0
The project proponents may leverage the relative Government schemes of assitance for entrepreneurship development and voactionsl skill development for effectively augmenting requisite funds for implementing its socio-economic environment management plan.
Further, the project proponents would prudently dovetail the socio-economic environment management plan activites and budgets in with the relevent provisions of the new Companies Act.
- - - - x x x - - - -
Annexure 10
Fauna and Flora Found during the study in 10 km Study Area of the Proposed Expansion of M/s.
Berry Alloys Limited Unit at Plot No. 368, APIIC Growth Center, Bobbili Village & Mandal,
Vizianagaram District, Andhra Pradesh.
A. Flora in the Study Area
Table 1: List of Trees, Shrubs and Perennial Climbers Found in the Forests of the Study Area
Scientific name Common or Local name Family Abrus precatorius Guruvinda Fabaceae Acacia auriculiformis Australian Wattle Mimosaceae Acacia farnesiana Muriki thumma Mimosaceae Acacia leucophloea Tella tumma Mimosaceae Acacia nilotica Nalla tumma Mimosaceae Acaia holosericea Holosericea Mimosaceae Achrus sapota Sapota Sapotaceae Aegle marmelos Maredu Rutaceae Ailanthus excelsa Peddamaanu Simaroubaceae Alangium salvifolium Ooduga Alangiaceae Albizia lebbek Dirisanam Mimosaceae Alhagi camelorum Camel thorn Fabaceae Allamanda cathartica Allamanda Apocynaceae Ancardium occidentale Cashew nut Anacardiaceae Annona squamosa Custard apple Annonaceae Artocarpus heterophyllus Jack fruit Moraceae Azadirachta indica Vepa Meliaceae Bauhinia racemosa Aare chettu Caesalpiniaceae Bauhinia variegata Mandari Caesalpiniaceae Borassus flabellifer Taati / Taadi Arecaace Breynia retusa Chinna purugudu Euphorbiaceae Breynia vitis-ideae Nalla purugudu Euphorbiaceae Butea monosperma Modugu Fabaceae Callistemon citrinus Indian bottle brush tree Myrtaceae Calotropis gigantea Tella Jilledu Asclepiadaceae Calotropis procera Jilledu Asclepiadaceae Calycoperis floribunda Bonta teega Combretaceae Canthium dicoccum Nalla balusu Rubiaceae Canthium parviflorum Balusu Rubiaceae Capparis zeylanica Kutajamu Capparidaceae Caralluma umbellata Kundeti Kommulu Apocynaceae Carissa spinarum Kalivi / Vaaka Apocynaceae Cascabela thevetia Patcha ganneru Apocynaceae Cassia auriculata Tangedu Caesalpiniaceae Cassia fistula Rela Caesalpiniaceae Casuarina equisetifolia Sarvi Casuarinaceae Catunaregam spinosa Manga / Chinna manga Rubiaceae Cissus vitiginea Adavi Gummadi Vitaceae Cissus quadrangularis Nalleru Vitaceae
Cocos nucifera Coconut Arecaceace
Codiaeum varieigatum Croton Euphorbiaceae Cordia dichotoma Bankiriki Cordiaceae Cosmostigma racemosum Adavitamalapaaku Apocynaceae Crataeva religiosa Urimidi Capparidaceae Dalbergia sisso Sisso or Seesum Caesalpiniaceae Decalepis hahiltonii Maredu kommulu Periplocaceae Dendrocalamus strictus Bamboo / Veduru Poaceae Diospyros chloroxylon Ulinda Ebenaceae Diospyros melanoxylon Tunki Fabaceae Dodonaea viscosa Bandedu Sapindaceae Erythroxylon monogynum Dedaraaku Erythroxylaceae Eucalyptus teretocronis Eucalyptus Myrtaceae Eucalyptus hybrid Eucalyptus / Nilagiri Myrtaceae Euphorbia antiquorum Brahma jemudu Euphorbiaceae Ficus benghalensis Marri Moraceae Ficus racemosa Medi Moraceae Ficus religiosa Raavi Moraceae Grevellia robusta Silver oak Proteaceae Hardwickia binata Yepi Caesalpiniaceae Hemidemus indicus Sugandhapala Periplocaceae Heterophragma roxburghii Kala Goru Bignoniaceae
Holoptelia integrifolia Nemali naara Ulmaceae Ipomoea carnea Rubber mokka Convolvulaceae Jacaranda mimosifolia Jacaranda Bignoniaceae Jatropha glandulifera Wild Castor Euphorbiaceae Kigelia africana Yenugu Paadam Bignoniaceae Lagerstroemia parviflora Chennangi Lythraceae Lantana camara Makkadambu Verbenaceae Leptadenia reticulata Mukkupala Teega Asclepiadaceae Leucaena leucocephala Subabul Mimosaceae Limonia acidissima Velaga Rutaceae Citrus aurantifolia Batavia Rutaceae Citrus limonum Lime Rutaceae Mangifera indica Mamidi Anacardiaceae Maytenus emerginata Danti Celastraceae Millingtonia hortensis Aakaasa malle Bignoniaceae Mimosa polyancistra Thumma Mimosaceae Mimosa rubicaulis Pariki kampa Mimosaceae Mimosops elengi Pogada Sapotaceae Morinda pubescens Togaru Rubiaceae Moringa olivaefera Munaga Moringaceae Muntingia calabura Wild cherry Elaeocarpaceae Opuntia dillenii Naaga Jemudu Cactaceae Oroxylum indicum Dundilam Bignoniaceae Parkinsonia aculeata Jeeluga Widespread Peltophorum pterocarpum Konda chinta Caesalpiniaceae Pergularia daemia Dustapa teega Asclepiadaceae
Phoenix sylvestris Eetha Arecaceae Phyllanthus emblica Usiri Euphorbiaceae
Phyllanthus reticulatus Pulasari / Puliseru Euphorbiaceae
Pithecellobium dulce Seema chinta Mimosaceae Plumeria alba Tella devaganneru Apocynaceae Plumeria rubra Erra devaganneru Apocynaceae Polyalthia longifolia Ashoka Annonaceae Polyalthia pendula Asoka Annonaceae Pongamia pinnata Ganuga Fabaceae Prosopis juliflora English tumma Mimosaceae Prosopis spicigera Jammi chettu Mimosaceae Quisqualis indica Rangoon creeper Combretaceae Samanea saman Nidrabhangi Mimosaceae Sapindus emarginatus Kunkundu Sapindaceae Spathodea companulata Flame of the forest Bignoniaceae Sterculia foetida Adavi badam Sterculiaceae Streblus asper Barranki Moraceae Syzigium cumini Neradu Myrtaceae Tabernaemontana coronaria Nandivardhanam Apocynaceae Tamarindus indica Chinta Caesalpiniaceae Tecoma stans Patcha turai Bignoniaceae Tectona grandis Teak / Teku Verbenaceae Tarenna asiatica Kommi Rubiaceae Terminalia arjuna Tella maddi Combretaceae Terminalia bellerica Taani / Taandra Combretaceae Terminalia catappa Baadam Combretaceae Terminalia tomentosa Nalla maddi Combretaceae Thespecia populnea Ganga Raavi Malvaceae Thevetia nerifolia Yellow oleander Apocynaceae Tylophora indica Kukkapala teega Asclepiadaceae Vitex negundo Vaavili / Nirgundi Verbenaceae Wattakaka volubilis Tummudu teega Asclepiadaceae Wrightia tinctoria Pala –kordusha Apocynaceae Ziziphus mauritiana Regu Rhamnaceae Ziziphus nummularia Nela Regu Rhamnaceae
B. Fauna of the Study Area
Table 2: List of Vertebrates Other than Birds either Spotted or Reported from the Study Area
Scientific Name Common Name WPA Schedule MAMMALS Bandicota bengalensis Indian mole rat IV Bandicota indica Bandicoot rat IV Canis aureus Golden Jackal II Dacnomys millardi Large-toothed giant rat IV Funambulus palmarum Three-striped palm squirrel IV Golunda ellioti Indian bush rat IV Herpestes edwardsii Common mongoose IV
Herpestes javanicus Small Indian mongoose
IV Lepus nigricollis Indian Hare/Blacknaped Hare IV Macaca mulatta Rhesus Macaque II Mus booduga Indian field mouse IV Mus dunni House/Rice-field mouse IV Parascaptor leucura White-tailed Mole IV Rattus rattus Common house rat IV Soriculus leucops Indian long-tailed shrew IV Sus scrofa Indian wild bear III Vulpes bengalensis Indian fox IV REPTILES (P=Poisonous) Ahaetulla nasutus Vine snake II Bungarus caeruleus Common krait (P) II Calotes versicolor Garden lizard IV Coelognathus helena Trinket snake II Daboia russelii Russell's viper (P) II Dendrelaphis tristis Bronzebacked tree snake II Echis carinatus Saw scaled viper (P) II Hemidactylus flaviviridis Wall lizard IV Hemidactylus frenatus Small wall lizard II Lissemys punctata Indian plapshell turtle II Naja naja Cobra (P) II Oligodon arnensis Common kukri II Oligodon taeniolatus Variegated or Russell's kukri II Ptyas mucosa Rat snakes II Ramphotyphlops braminus Blind snake II Varanus bengalensis Common Indian monitor II AMPHIBIANS Bufo melonosticatus South Indian Toad IV Cacopus bystema Burrowing frog IV Hyla arboria Tree Frog IV Rana hexadactyla. Ordinary frog IV Rana tigrina Tiger Frog IV
Table 3: List of Birds either Spotted or Reported from the Study Area
Scientific name Common name Family WPA Schedule
Accipiter badius Shikra Accipitridae IV Acridotheres tristis Common Myna Sturnidae IV Acrocephalus agricola Paddyfield Warbler Sylviidae IV Aegithina tiphia Common Iora Aegithinidae IV Alauda gulgula Oriental Skylark Alaudidae IV Alcedo atthis Common Kingfisher Alcedinidae IV Anas acuta Northern Pintail Anatidae IV Anthus trivialis Tree Pipit Motacillidae IV
Apus affinis Little Swift Apodidae IV Artamus fuscus Ashy Woodswallow Artamidae IV Athene brama Spotted Owlet Strigidae IV Aythya ferina Common Pochard Anatidae IV Bubulcus ibis Cattle Egret Ardeidae IV Cacomantis passerinus Grey-bellied Cuckoo Cuculidae IV Cacomantis sonneratii Banded Bay Cuckoo Cuculidae IV Calidris ferruginea Curlew Sandpiper Scolopacidae IV Calidris minuta Little Stint Scolopacidae IV Calidris ruficollis Red-necked Stint Scolopacidae IV Calidris temminckii Temminck's Stint Scolopacidae IV Caprimulgus asiaticus Indian Nightjar Caprimulgidae IV Caprimulgus indicus Grey Nightjar Caprimulgidae IV Carpodacus erythrinus Common Rosefinch Fringillidae IV Cecropis daurica Red-rumped Swallow Hirundinidae IV Celeus brachyurus Rufous Woodpecker Picidae IV Charadrius dubius Little Ringed Plover Charadriidae IV Chrysomma sinense Yellow-eyed Babbler Timaliidae IV Cinnyris asiaticus Purple Sunbird Nectariniidae IV Clamator coromandus Chestnut-winged Cuckoo Cuculidae IV Columba livia Rock Dove Columbidae IV Copsychus saularis Oriental Magpie-Robin Muscicapidae IV Coracias benghalensis Indian Roller Coraciidae IV
Coracina melanoptera Black-headed Cuckoo-shrike
Campephagidae IV
Coracina melaschistos Black-winged Cuckoo-shrike
Campephagidae IV
Corvus macrorhynchos Large-billed Crow/Jungle Crow
Corvidae IV
Corvus splendens House Crow Corvidae V Coturnix coromandelica Rain Quail Phasianidae IV Coturnix coturnix Common Quail Phasianidae IV Cuculus canorus Common Cuckoo Cuculidae IV Cuculus micropterus Indian Cuckoo Cuculidae IV Cuculus varius Common Hawk-Cuckoo Cuculidae IV Cypsiurus balasiensis Asian Palm Swift Apodidae IV Dendrocitta vagabunda Rufous Treepie Corvidae IV Dicaeum agile Thick-billed Flowerpecker Dicaeidae IV Dicrurus caerulescens White-bellied Drongo Dicruridae IV Dicrurus hottentottus Hair-crested Drongo Dicruridae IV Dicrurus leucophaeus Ashy Drongo Dicruridae IV Dicrurus macrocercus Black Drongo Dicruridae IV
Dinopium benghalense Black-rumped Woodpecker
Picidae IV
Dumetia hyperythra Tawny-bellied Babbler Timaliidae IV Egretta garzetta Little Egret Ardeidae IV
Egretta intermedia Intermediate Egret Ardeidae IV Elanus caeruleus Black-winged Kite Accipitridae IV Emberiza bruniceps Red-headed Bunting Emberizidae IV Eudynamys scolopaceus Common Koel Cuculidae IV Falco tinnunculus Common Kestrel Falconidae IV Ficedula parva Red-breasted Flycatcher Muscicapidae IV Fulica atra Common Coot Rallidae IV Gallinago gallinago Common Snipe Scolopacidae IV Gallinago stenura Pintail Snipe Scolopacidae IV Glareola lactea Little Pratincole Glareolidae IV Gymnoris xanthocollis Yellow-throated Sparrow Passeridae IV Halcyon pileata Black-capped Kingfisher Alcedinidae IV Halcyon smyrnensis White-throated Kingfisher Alcedinidae IV Haliastur indus Brahminy Kite Accipitridae IV Hemiprocne coronata Crested Treeswift Hemiprocnidae IV Himantopus himantopus Black-winged Stilt Recurvirostridae IV Hirundapus giganteus Brown-backed Needletail Apodidae IV Hirundo smithii Wire-tailed Swallow Hirundinidae IV Hydrophasianus chirurgus Pheasant-tailed Jacana Jacanidae IV Hypothymis azurea Black-naped Monarch Monarchidae IV Ictinaetus malayensis Indian Black Eagle Accipitridae IV Ixobrychus minutus Little Bittern Ardeidae IV Lanius cristatus Brown Shrike Laniidae IV Lanius schach Long-tailed Shrike Laniidae IV Leptocoma zeylonica Purple-rumped Sunbird Nectariniidae IV Lonchura malabarica Indian Silverbill Estrildidae IV Lonchura malacca Black-headed Munia Estrildidae IV Lonchura striata White-rumped Munia Estrildidae IV Luscinia brunnea Indian Blue Robin Muscicapidae IV Luscinia svecica Bluethroat Muscicapidae IV Lymnocryptes minimus Jack Snipe Scolopacidae IV Megalaima haemacephala Coppersmith Barbet Ramphastidae IV
Megalaima zeylanica Brown-headed Barbet Ramphastidae IV
Merops leschenaulti Chestnut-headed Bee-eater
Meropidae IV
Merops orientalis Green Bee-eater Meropidae IV Merops philippinus Blue-tailed Bee-eater Meropidae IV Metopidius indicus Bronze-winged Jacana Jacanidae IV Milvus migrans Black Kite Accipitridae IV Mirafra erythroptera Indian Bushlark Alaudidae IV Monticola cinclorhynchus Blue-capped Rock Thrush Muscicapidae IV Monticola solitarius Blue Rock Thrush Muscicapidae IV Motacilla cinerea Grey Wagtail Motacillidae IV Motacilla flava Yellow Wagtail Motacillidae IV Motacilla White-browed Wagtail Motacillidae IV
maderaspatensis Muscicapa dauurica Asian Brown Flycatcher Muscicapidae IV Oriolus chinensis Black-naped Oriole Oriolidae IV Oriolus xanthornus Black-hooded Oriole Oriolidae IV Passer domesticus House Sparrow Passeridae IV Pericrocotus cinnamomeus Small Minivet Campephagidae IV
Pericrocotus flammeus Scarlet Minivet Campephagidae IV Pernis ptilorhynchus Oriental Honey Buzzard Accipitridae IV Petrochelidon fluvicola Streak-throated Swallow Hirundinidae IV Phalacrocorax fuscicollis Indian Cormorant Phalacrocoracidae IV Phalacrocorax niger Little Cormorant Phalacrocoracidae IV Phragamaticola aedon Thick-billed Warbler Sylviidae IV Phylloscopus magnirostris Large-billed Leaf Warbler Sylviidae IV Phylloscopus trochiloides Greenish Warbler Sylviidae IV
Picus xanthopygaeus Streak-throated Woodpecker
Picidae IV
Pitta brachyura Indian Pitta Pittidae IV Ploceus manyar Streaked Weaver Ploceidae IV Ploceus philippinus Baya Weaver Ploceidae IV Pomatorhinus horsfieldii Indian Scimitar Babbler Timaliidae IV Prinia hodgsonii Grey-breasted Prinia Cisticolidae IV Prinia inornata Plain Prinia Cisticolidae IV Prinia socialis Ashy Prinia Cisticolidae IV Prinia sylvatica Jungle Prinia Cisticolidae IV Psittacula cyanocephala Plum-headed Parakeet Psittacidae IV Psittacula krameri Rose-ringed Parakeet Psittacidae IV Pycnonotus cafer Red-vented Bulbul Pycnonotidae IV Pycnonotus jocosus Red-whiskered Bulbul Pycnonotidae IV Pycnonotus leucogenys White-cheeked Bulbul Pycnonotidae IV Recurvirostra avosetta Pied Avocet Recurvirostridae IV Rhipidura albicollis White-throated Fantail Rhipiduridae IV Rhipidura aureola White-browed Fantail Rhipiduridae IV Rhopodytes viridirostris Blue-faced Malkoha Cuculidae IV Riparia diluta Pale Sand Martin Hirundinidae IV Rostratula benghalensis Greater Painted-snipe Rostratulidae IV Saxicola caprata Pied Bushchat Muscicapidae IV Saxicola torquatus Common Stonechat Muscicapidae IV Saxicoloides fulicatus Indian Robin Muscicapidae IV Stachyris ruficeps Rufous-capped Babbler Timaliidae IV Streptopelia chinensis Spotted-necked Dove Columbidae IV Streptopelia decaocto Eurasian Collared Dove Columbidae IV Sturnus malabaricus Chestnut-tailed Starling Sturnidae IV Sturnus pagodarum Brahminy Starling Sturnidae IV Sturnus roseus Rosy Starling Sturnidae IV
Sturnus vulgaris European Starling Sturnidae IV Surniculus lugubris Asian Drongo-Cuckoo Cuculidae IV Sylvia curruca Lesser Whitethroat Sylviidae IV Tadorna ferruginea Ruddy Shelduck Anatidae IV Threskiornis melanocephalus Black headed Ibis Threskiornithidae IV
Treron phoenicopterus Yellow-legged Green Pigeon
Columbidae IV
Tringa erythropus Spotted Redshank Scolopacidae IV Tringa glareola Wood Sandpiper Scolopacidae IV Tringa nebularia Common Greenshank Scolopacidae IV Tringa ochropus Green Sandpiper Scolopacidae IV Tringa totanus Common Redshank Scolopacidae IV Turdoides affinis Yellow-billed Babbler Timaliidae IV Turdoides caudata Common Babbler Timaliidae IV Turdoides malcolmi Large Grey Babbler Timaliidae IV Turdoides striata Jungle Babbler Timaliidae IV Upupa epops Common Hoopoe Upupidae IV Vanellus cinereus Grey-headed Lapwing Charadriidae IV Vanellus indicus Red-wattled Lapwing Charadriidae IV Vanellus malabaricus Yellow-wattled Lapwing Charadriidae IV Zosterops palpebrosu Oriental White-eye Zosteropidae IV
Aquatic Flora and Fauna of the Study Area
There are small village / irrigation tanks and no perennial water bodies in the study area. All the tanks have become fully dry and there are no aquatic plants or aquatic fauna in the study area.
)
1]1•'1'1-•-.a . .... , ~ ~ -... _.
' ,1 ~ A.P. POLLUTION CONTRdL stjARD
Regional Office: Plot No. 11, 1 st Floor, Shivaji Colony, Pradeep Nagar, Vizianagaran - 535002
T. SUDARSANAM Environmental Engineer
E-Mail: rov,[email protected] Website: ww.appcb.ap.nic.in Ph. (:)8922-227370
Lr. No. PCB/ROVZ/Tech/ Z-226/2018- 1.J.~ I
Date:01 -05-2018 I
i• T~~
~rl M . Srinivasa Raju, President, M/s. Berry Alloys Limited, 3 rd Floor, Pragathi Royal Apartments, Facor Layout, Latha Hospital lane, Visakhapatnam - 530003 .
Sir,
:
Sub: PCB-RO-Vizianagaram - M/s. Berry Alloys Limited, A~IIC, Plot No.368, Growth Center (Industrial Estate), Bobbili (V) 1 & (f ), Vizianagaram District, Andhra Pradesh State - Public Consultatl'on he! on 26/04/2018 -Public Consulfation Minutes, CD etc., - Submitted L Reg rding .
Ref: 1) EIA Notification No. S.O. No.1533, dated '14/0 /2006 issued by MOE&F, Govt. of India. I'
2) Existing Environmental Clearance Order N,b. F. No. J-11011/1129/2007-IA-II (1), dated 07/07/2011 for 4x9 MVA Submerged Electric Arc Furnace. 1
3) MOEF & CC letter issuing the TOR's vid Order No . J-11011/1P9/2007-IA.I1 ( l), dated 27/02/2018,.
4) I ndustryi,representation letter received this office o 15/03/2018. 5) T.O . Note approv ed by the District Revcmie Officerr Vizianagaram oh
22/03/2018 for conducting Environm enta l Publ'} Consultation on 26/04/2018 (Tl1ursday) at 11.00AM .
6) Paper No~ifl ca ti ons issued in "Eenadu" (Telugl!.I), " T e Times of India" (En!lJlish) on 25/0 3/ 2018 .
7) Public Consultation h e ld on 26/04/2018 near to th existing p r mises of M/s. · f3erry All oy_s Lim ited, APIIC, Plo t Nq. 368, Growth C n ter, Bobblli (V) & (M), Vizianagaram District. I
I I
* * * * * It is to submit that as per the paper notification s iss~ed v ae reference 6 th c ited
public consultation was 1condL1cted on 26/04/2018 at 11: 00 AM f1 r proposa l for setting
up of new 2x9 MVA Su bn;,erged Electric Arc Furnace a long with exlstl1g 4x9 MVA El ectric Arc
Furnace (after expa nsion 6x9 MVA Electri c Arc Furnace) for production of 43,200 TPA of
Ferro Manganese or 36,000 TPA SIiica Manganese after expansion total capacity of pl ant is
as fo.llows: Ferro Mangar11ese @ 1,29,600 TPA (or) Sil ica Ma ndanesJ @ 1,08,000 TPA (or) . I Ferro Silica @ 25,200 TPA (o r) Ferro Chrome @ 3 6,000 TPA. The total project cost of the
I
plant Is Rs.85.16 Cro res ( Existing Rs.73.16 Cro res & Expansion Rs .12 00 Crores) .
' I I Minutes of .the Public Consulta ti on , CD of the Publ ic Consulta tion , Paper
Notifications, Paper Cuttings and Attendance are herewith e11close~ for kind perusal .
I Submitted for kind information and necessary action .
Encl: As above.
Annexure 11Public Hearing Details
,'
T. SUDARSANAM, Environmen.tal Engineer,
A.P. POLLUTION CONTROL Regional Office; Plot No. 11, 1st loor,
Shivaji Colony, Pra deep Nagar, Vizianagrarn-002
E- Jl;la ll: rJ v [email protected] W ebsite: www.appcb.ap.nir..in
-----------------------------'Pl.:i,./Fax o . 08922-227370
Lr No.PCB/ROVZ/Tech/Z-2°2 6/2018- 1_re-I
Date: 0 1 -05-2018
To 1. Offi ce of the District Collector, Vizianagaram .
7 . Office of the Chief Executive Officer, Zilla Parished, Vlzianagarpm,
3. Office of the General Manager, District Industri es Center, Vizianaga ~ m.
4 . Office of the Member Secretary, A.P. Pollution Control Board, n ar Sun Rise Hospital, Pushpa Hotel Center,. Chalamavarl Street, Kasturibaipet, Vijayawada - 520 010 .
5. Office of the Joint 'Chief Environmental Engineer, APPCEl, Zona Office, Vuda Layout, Madahavadhara, Beh·ind RTA Office, Visakhapatnam - 530018.
6. 0/o. the MoEF & CC, Regional Offi ce (South Eastern Zone), 1st & 2 d Floor, HEPC Building, No. 34, Cathedral Garden Road, Nungambakkam, Chennai - 600 0 3 .
7. Office of the District Revenue Office, Viziana garam District.
8. Office of the Revenue Divisional Office, Parvath ipuram, Vizianaga ra'.1[1 District .
9 . Office of the Tahasildar, Bobbill (Village & Manda!), Vizianagaram D lftrlct .
10 . Gram Panchayat Office, Mettavalasa (V), Bobbili Manda!, Vizianaga ra m District.
11. Gram Panchayat Office, M . Boorjavalasa (V), Bobbili Mandal, Viziana1garam District.
12. Office of the Environmental Engineer, A.P. Pollution Control Boark Regional Office, Plot No.11, 1st Floor, Shivaji Colony, Pradeep Nagar, Vlzlanagaram;- 53 ~ 004.
Sir,
Sub :
Ref:
APPCB - RO - Vizianagaram - M/s. Berry Alloys Limited, APIIct, Plot No.368, Growth Center ( In iustri a l Estate ) , Bobblli (V) & (M), V lzlanagaram Distr ict, Andhra Pradesh State - Pu b lic Consulta t io n held o n 26/04/2 018 - Minut es - Co 1munic,ted - Regarding .
1. EIA Notification No. 5 .0. No.1533, d a ted 14/09/200u issu d by MOE&F, Govt . of I ndia . '
r 2. Exis t ing Environmental Clearance Order No. F. No. J- 1 1 0 ~1/1129/2007- IA-II (I),
da tecl 07/07/2017 for 4x9 MVA Subm erged Electric Arc Fu rnac,e. 3. MOEF & CC letter Issuing the TOR's vide Order No. J-llOil/1129/2007-IA.II (I),
dated 27/02/2018. 4. Industry representation letter received this office on 15/i\03/2 0118. 5. T.O. Note approved by the District Reven ue Officer, V iz anzrna ram on 22/03/2018 for
conducting nviro n menta l Public Consultation on 26/04/2018 (Thursday) at 11.00AM. 6. Paper Notifi ca t ions Issued in "Eenadu" (Te lugu), "The Times of India" (English) on
25/03/2018. : 7. Public Consultation held on 26/04/2018 near to the existing :premises of M/s . Berry
Alloys Limited, APIIC, Plot No . 368, Growth Center, Bobbili (V) & (M), Vizianagaram District . J,'
* * * * * Minutes of the Public Consultation held on 26/04/2018 at 11:00 AM for proposal for
sett ing u p of n ew 2x9 MV/\ Submerged Electric Arc Furn ace a lo ng with ekls ttng 4 x9 MVA Electric Arc Furnace ( a fte r expa nsion 6x9 MVA Electric Arc Furnace ) for prodLjctlo n o f 4 3 ,200 TPA of Ferro Mangan ese or 36 1 0 9 0 TPA Si llco Man ga nese after expans ion tota l capacity pf plant is as follows: Ferro Manganese, @ 1,29,600 TPA ( or) SIii ca Manganes e @ 1f,08, 000 T PA (or) Ferr o S il ica @ 25 , 200 T PA (or ) Ferro Chrome @ 3 6 ,0 00 TPA. The total proj'ect cos t of t he plant is Rs .85 .16 Crores (Existing Rs.73 . 16 Crores & Expansion Rs .12.00i CrorJs ) is co m m u nicated for displaying in the notice boards.
As per EIA Notific:ation, S.O.No. 1533, dated 14/09/20Q6, pr6ceedings of the Public Consultation shall be con spicuously displayed for information to the publi t.
Submitted for kind information and necessary action. /
Encl: Public Consultation Minutes
~ Sri M. Srinivasa Raju, Vice Royal Apartments, Fi3cor Layout, information. '
Yours1 faithfu lly,
! Sci/ENVIRONMENTAL ENGINEER
I President, M/s . Berry Allo
1y s Limited, 3 rd Floor, Pragathi
Latha Hospital lane, sakha a tn a m - 530003 for
ENVIR MENTV.,~ J&vlRONMENTAI ~ !N\tc " , J F · ~POLL'-!"im.J CONTROL 80.:\RD
Rr.:•:JJ O ,Jr:.. OFF1Ce t .. - ..... ~ - • -
MINUfES OF THE, ENVIRONMEiNTA.L PUBLIC CONSULTATION FOR I
THE PROIPOSED E?{PANS:CON OF EXISTING FERRO .ALLOY. UNIT OF
M/S.BERRY ALLOfvS L.I!MITED, APIIC, PLOT N0.3i6B, GROWTH !
CENTER (INDU~TRIAL ESTATE), E\OBBILI {V) & (M),
VIZlANAG,l\RAM DISTRICT, ANDHRA PRADESH !HELD OlN
26/04/2018 .AT . :l.:ll;OO AM, NEAR TO TME EXISTING PLANT
PREMISES OF M/s. 81:RRY ALLOYS LIMITED, APlICrr PLOT NO. 368,
GROVVTH CENTER, BOBBILT. (V) & (M), VIZIANAGARAM DISTRICT,
,A.NDHRA PRJ\DESH., INDJA.
The follow ing_gu:e_ Present. Panel Memb~rs:
1 1 Sri. R. '.;, Raj Kumar ,; District Revenue Officer, I·
\/izianaqaram District.
2 Sri. T. Su dar·s,rn,1m , f:nvironm ental Eng ineer, /\PPCB, Regionc1I Office, Vizic1 11agararn.
Al' the outset, while welcoming the gathering, the l::nvironrnentc1I l:ngineer explained the
l'ec:,turi::!s of thEi Ministry c>f Environment and Fore:;ts (MoEF), Government of India, EIA
l'lotificat'on datE~d 1,1/09/2006 . AcoJrding to EIA Notification, Environmental Public consultation
is maqd:itory for getting Environmental CIEiarance for carrying this kind of establishment /
,~xpan:,icn of FEirro Allov }·Janufacturing Units from f\linistry of Environment and Forests and
Climate 1:hang_e_!. 1:l_~w De[L1i. (fvloEF), Govt, of Imlia~ He-· stated that M/s·.- BeW'f '/\lfoy"sTtd~ have
applied lor EnvironrnentaL Clearance for the proposed expansion of Exisl ing Ferro Alloy unit in
Decembt,r'2017 with MoEF, New DEdhi. Tl1e Ministry Authorities have appraised the project and
issued T1Jrms of Referencei; (TORs) to this project: i.e. M/::;, Berry Alloys Ltcl., authorities to go
for Publio: Cons11ltation. He infonnE?d that the press notice wa~; issued on 2S/03/2018 in two '
newsparc::!rs i.e., "l::enaclu" (T1::!lugu) & "The Times of India" (English) ancl disseminated the same
l:o ti ,e general public through beat of tom-tom in the villages intimating about the proposed
Public. Consu ltation to be l1eld on 26/04/2018 with project details fo1· inviting suggestions, • f I
views, comments and objEictions f1·om the public for can·ying out the proposed Expansion Jf
Fe1To .'\lloy Unit by M/s. Berry Alloy; Ltd, APHC, Plot No. 368, Growth Center, I3obbili (V) & (M) ,
Vizi2t1i.:1g ,1rarn C·is1:rict, ,c,ndhra Pradesh, India nd further informed th,11: the EIA report was
... -- -placed in the offices o f Panchayaths, Tahslldar In English and Telu~JU languages for inh rnal:ion
I
of general public;
One written representation was received within tl-H~ stipulatr3d time i.e. 3D aays I ram the
d,ite of issue of notification favoring the proposed expansion Ferro ~l loy Unit. A': the time of
- ·public hearing · OS- written -repFese-nt-aH0ns were receiv@d~ AH- the -rnp.r~sentatinn:; welcorne_clthe
project stating that th ;~ proposed project management shall assure t o protect the envirnnrnent
in the surroundinq areas, to tc1ke up welfare! activities through CSR budget and also provid e
~rnployment to the local people only. The copies of the same are app2nd1::!d to the rninutes.
The District Re·1enue Officer has expl,1inecl--;-at this un;-is ,1t re ady e~;tablished,'e:<tsting
Ferro Alloy Unit in this area and now the industry :xoposecl to expar,d their production capJcity ' I
bv increasing the furnace capacity with 2x9 MVA Furnaces in additic>n to the existing , fx9 MVJ\ I , ·
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p rn posed expansion project
Sri Sriniva!><'J __ Rai1..1, General mcinager of M[s. BtfilLJ.lhfil Limite,cl inforJ11ed thc~t
tl·1~.u:qnsultant wll !_-..:plc:tin the-details-of-the technical -~2 pects of- the _Q_roposE~d 12ro}'ct _alc. r_1~~· _
with EIA.s.tudy r__ev_e.lation$_, _
§IL..&.. J•'ll~n_a n ·rtg__q_ifi{, ;Sri ~ai M,in ·1.-; a Naturn T,ach Pvt;' Ltd, Con~ul'tanl of the
n.roposed pnu_~~! ha; explained the public about the details of the proposed expansion of 1:he
e-:,ds-Hng--:.Ferro--.A.lloy Unit whi ch a-Fe-as--fonows-:- - --
•!· As per tM Environmer,tc1I Irnpaet As-sessment(EIAJ;notifit2,fior1 s.0.1 '53:3,14"'·0Si-200E, '
issued by MoEF & CC, Govt of lndia, the proposed ferro i:1°lloys f~x 1Jansion project is
categorized as Cate·gory~A project, ~vhich n1andai:es obtc11-ning pr:or envirc nrn,~iita i
clearance from MoEF 81. CC,GOT,NEW DELHI.
•!• M/s. Berry All oys Ltcl.1 proposes new 2x9 MVA .Submerged ~lectric Arc: Furna,:e (afte 1
expansion 6x9 MVA EIE~ctric Arc Furnace!) for pmducti011 ·01' 43, 20(1 --PA ,Jf Ferro
Manganese or :36,000 TPA Silica fvJanganese after expansion . t.otal capacity of pi mt is a~
follows: Ferro Manganes1: @ 1,29,600 TPA (or) Silica Manganese @ 1,08,000 rPA (o r)
Ferro Silica @ ~'.5,200 TPA (or) Ferro Chrome @ 36,000 TPA. The total project cost of th e
plant is Rs.85.16 Crores (Existing Rs .. 73.16 Crorei; & Expansion Rs.12 .01) Crore·,) and it
is propost~d to be established in the existing unit cnly loca ~Fd at API1C, Plot l'J .J.36!3, I'
Gro~th Center (Industrial Estate), Bobbili (V) E'it (M), Vizi ,:lpagararn District, l'.ndlir·a
Pradesh. The ec1pital cost of the expan~;ion project is Rs.12 Crojres.
•!• The Envlronimmtal ConsL1lta nt of the proposed proj ~ct has st u~ lt':cl the- b}lSE'c ~ ne -d ,1ta for
--Amb:leoL Aj.r:.Qo-a llty-,--S_urf c;e & Gm urrd Water QualTty,- No1se-=a1-,'d solT Qu-a lltr\r,!3 stattm-,s ., .
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ir tl1e surroundin9 io Km rajius f1om the proposed expansion project area to assess tl1e
e ·:isting l:nvironme/1Lal scenario in the area from December 2016 to February 2017 1t..rith 1:;csT3 ComputN riloclelling.
,;, Water is required for cooling. domestic: and devi~lopment of weenbEilt purposes only. The
e ·dsting unit requires 50 f<LI) of wal:er and second phase (proposed phase) requires 30
l<:.D of 1t1al er. The t:')tal wa':er requiri~rnent of the wate1· is about 901<:LD for the pla!1t
a' ter expansiun.
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1e skill ~d / semiskilled / unskilled manpower required l'or th,~ proposed project is
e :ti mated to be 50 1,111d the ·~xi~;ting man power is 120. The man povver requirement will
b : fulfilled from surrounding villages, to hefp for th 1:! improvement of the socio economic
sl dtus in the surrounding rural c:ireas. I
,:, Auout 33% of the plant site will be developed as greenbelt. The greenbelt developed will
h;!lp in r·=ducing noise level~; in the plant as a result of attenuation of noise generated
d"e i:o pl.mt operatic,ns and transportation.
·:· The status of ambient air qL1ality within the study area was monitored for the period of \
D':!cernber 2016 to: Februar)' 2017 at 8 locations includinu the plant area and in tre
ll·"arby villc1g1:?rs. Tot:al 8 sarnpling location:;; were ~;elected ba:;ed on the meteorological
01
nditions considering upwind ,111cl dcwnwind directions. The values ol' the parameters
w ;th rE:sµecl: to PM10 ,PM2.s ,~02 and NOx are well within the standards.
·:· Li'(ewi:,e, t-ie b,1:;e line noi:,e levels are observed to be well within the limits when
o·,mpared with the national ;tandards. Wl1ile the ground wat:e1· le 111:!ls am also observed
tc , be well within lhe standards.
·~· Tl1
e industry proposed to install Bag filters and air pollution control equipment to the
s1 ,Kk arid will also provide c nline monitoring facility to the stack and connect to AP PCB
and CPCEI. i
•:• Tl1e industry allocated the budget of 35 % for Organization of medical camps in
surroundin~J villages, training, awareness and skill development programmes, women
e111powerm,~nt:, drinking water facility and Educational facilities under CSR activities. i
~r i G.Rama Rao, N, OQQ.!ja v~1lsa Village, stated that Sri. N. T, Rama Rao garu has
start~cl this growth center!with good intention. He expressed that they have given their lands to
M/s l3E~r, v a lloys, M/s Irnpex alloys 3ncl to the Electrical Office in anticipation that the industries
will qi·,e job opportunities and also that they will develop both socially and economically. He
!,tated tl:at no justice has l1appened to him in spite of asking the management several times
rei;iardin,;1 the job. HE~ also ~itated that the people who l1a,te not 9iven their lands to the indust,-y
Page 3 of 6 RE<Sl ()N?J. lJ,', ·/l .. c;
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are happily working in the industry. He also stated that he will a1)proach lht.: court and will
commit !,Uieide·befon: the gate of the industry if th,:: management fai1:5 to give him the J·)b. --
- Sri sunandaRedd.½_~_G.Qi Hyderabad while welcoming the prnposed -project stated tFi~it-
the water, air and land pollul:ion may bEi arrestee! at any ~:tage, what they require i!, tl1e job
opportunities. He further stated that the state government b; giving job oppo1tunities or cround
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- 4 to 5 lakhs only in spite of 1 Cr students re inaffi · L1nempfoyed;· ·rre - arso stated tni:\t tlYe-· -
government shall accord permission to the. proposed expansion ,,project unconditic,ncllly to \
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eradicate the unemploy1T1E~nt problems. Further, he :;u~1ge~;te,q the following t,) thE-
management: ~------ ,. - 1) To take up health study in the surrnundirig villages in 10 Kn~ cl1us.
2) To provide water harvesting structures.
3) More Greenbelt shc1II be developed with avenue plantation ctn1~· medicinal value plants c'lS
__ l_h~opulation g_ot increased to 130 Cr from 30 Cr at the time gf_Jnde endence. __ _
4) The industry has to take welfare activities based 011 demancls forming a co-c,;-dination
committee with PCB, administration and local villaqes. I '1 '
5) Employment to the locals only.
6-) - Skill ctevelolJrrlt:nt centers to he provided at the villages to rnakE! them -suitablP for 'olJ~;
_and_ i:irnvDj~ e1T1plq_yrnent_to_the 1Qcal _& _neig_hboring vjlager'.,.
He further stated that there is no ne,~d to conduct public hearing in th,~ Gl"Ow\ h center
and shall accord penrnssion un-conditionally.
Sri. Ramesh_N?Jidu1 Al> NGO, while welceiming the project ::;tated that after biru1·catiori --- ----~- --l ---
of the state thE!re is no dE~V l? loprnent and hence in order to resolve rhe unemployrnent prnJ) l21 .. l
the government has to accord permissions to the industry uri-concliti ,1ncilly. '
S,.ri.B.Nanfil_!loud,Ap.J>resident NGO, while W•=lcoming the propo~;ed proje :t stated
that the environment permissions shall be- given. He stated that it !s not wrong that th= local
people seeking jobs in the industry because they have lost thE!ir fonds. He stated that the
industry has· developed gr,=en belt of 4 acrE:s out 01' 13 acres. He further viewed that as a oart: of
Praclhana Manthri Uvc1jana Pathakam, the government is qiving johs ancl hence the industry
shall also give them the jobs.
~ri_Y1-~h~.nn~..!cesavai rtedd~;ct.._l(adalli! while welcomiii,g the proposed prnj1~ct, he
suggested that the rnanaqement shall prnvide employment, CSR buclget must be spent in thEi
surrounding effected villages. He stated thc1t as thE! government has acquirt!d th,~ lands from t:hE.i
formers 25 yrs ago, the government hc1s to provide the job~; not the .private inclustries ar,d also
st:atecl that the compensation shall be given to the farmers besides p/ovidinq ,~mployrnhit .
- -- --- S:ri.Cl!_an]!ar 1Rao-,1PatHJ1nNa(ifsa-·Villaq1~·; whfle-weicoinir]g the project stated th-3t duE~
to industrialization th1:, area_ wHLdeve..lap__both.....economically "'nd soi::ially-,- He--1'1:irther~tfitl:d -thal· -. .
the c;ountries Germany ancl Japan developed due to indusl.rializati c1:n only bes,des solvinq t11.e.. _ - - - - - -- ' ~~-~-~-~- 11
- · ·- uner:r,pl·9v_rn:enrproolerns-:-HeTelt happyTl1Elfthe- manageme,1t has prnvidecl job op portunities tci -
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l he people of surrounding 15 villages in the existing project, water plant to Burjav :1\c1sa arid
Panukuvalasa village::; and also distributed uniforms to tl1e blind school anc! stater\ that the
industry shall take up mon~ developmental activities in the villages ..
Sri JanantbJtll.l~ecldy_'t.J~GO, Hvdernb2L~l while welcoming the proposed project ~,tal:ed that l '
the present industry does not do any harm. Further, he sug~1ested the fo \lowi11g to the
management:
1. To take up necessc1 1·y measures to eradicate the pollution.
2. To increc1i;e the CSH budget from the present bu1jge: of 30 lc'\<hs.
3. To provide employment to the lornls fcrming a committee .:ind a ,11Eetinr;, i;hall be
planned with DRO:.
Sri.Gorle rama rno,.M,Burjavalasa Villaq e, while W•:!lcomin9 , tht~ proJect ~;tated 1:hat tile
people in the suri-ounding 15 villag,::!s are working in the industry '.and will g1~nerate more job
opportunities in the preserit expansion project.
Sri Vi@Y£J_fl~!!d.'~GQ..i.Jjyderab,!_g while >Nelcornin~J the proposed pt oject informed that ' '
he is attending .:ill the public hearinq since \:he inception o' S.O.No .. He stated that the ,ndustry
has to be established Vvithout violatin~J the norms as it is a democratic coun 1:ry. !1e further I ,.
stated that we l1ave to welcome the industry in order to develop ;the arec. 1=urther hi~ stated
that the industry shall carryout: the '.:itudy of water, land and air to jscertain the facts ,Jefore tile ' ' '
establishment of the projet:t and after commencing the op:!rations 9f the projl~cl. He sug1Jested !
the management to take up the latest technology. I
Sri S. Eswara _H<'to1-Sarpanch~ Boor·javalsa _ Villa lliJ. while welcomin£1 the proposed
project stated that, M/s Berry Alloys was established in this arec1 . before 10 y,::!ars be ck. The
existing unit has pro·1ided employment of about 50 to 60 to their vjlla~Je an:J he felt I 1appy that
the upcornin~J / expan'.;ion project may also generate emplovment for 1:he viii ::igers. He
·:;uggested that the industry shall tc1ke up Avenue P!antation, Growth cer1ter industrie:o I
collectively to establi::;h Public health center in their village appointing a doctx. ,J_
Sri.N,Ravi- Kum!tr,N.§_Q., while Weltbniing tfo::! project i;tated that the indu:;tr·1 shall cake t1·1E
demand oriented village welfare programs. The establishment of indu~ tri2s l1as to be
encouraged as the state · being a Annapurna Andhra Pradesh. .He further stater' that tt-1(
government has to establish such growth centers in view of develclpm2nt.
Sri. L.Chanllra Seid <-'C.,.P~ ryavarana t<ar¥J1 l<r1rtha, while w,elcorni119 the project state.d
that the management shall have to provide employ111e,1t to the local people on:y besides
aclopling the villages, Eistablishing PIK, free distribution of Medicine·, and greenbelt
development.
Sri Gorle l(r is !111 a . Mu1ttw l\laiclu, Ex. Sar~nclti_ M. _Boorjavaia!;a Vill.,!9e while I
welcoming the proposed project stated that the establishment of the induscries generates
employment as there is 110 agricultural activity in the area. He further stated that the industries
in growth center have taken up pollution control ,.11easures un
S1j.Jh.J>arasura_m_ N,!J!:l..yJ_J"1. Panukuvalasa Villi!g_,g while welcoming the proposed projecl
sta_ted _ that M/s 13erry Alloy:, was cqnstrLtc_t~cl. 9n _h._is _ow_n !an~l which w21s qJ:qyjred _ for the j
- - purpose-of-deve-lupment-ofr3obhrlr·~rowth-·Center.- .H-e--statect--that--e-a1~lier, people- use to---mtgrats--
. From their villaqe but now they have returned clue to development cir" Growth Center. He further '
stated thar the land:; acquired for the growth center belongs to Burjavalasa (P) but not from the ' .
8<;1bbih=- ( RI r H@ f~1rther stated that- t he-~ove:rnme-nt-shall --verify- tlnr sta-tu~=='half.;.y@arly· as=- to
whel:ller ti ,e indu:~trles are comµ!yinfl or not. He furth£?r viewed that the management has to
provide efnployment to the ilocal peoole only and stated that the industries shall have to follow
tile ~Juidelines and systems which are framed o, the paper.
Sri-G-.-Lak3h mF1n Rao, E-x. Sarpanch, M-. noorjc1valasa Vi'llag-g_ ·~.mes~i his
views stated that the indu. ~ry has to take up measure~; to control the pollution and also shall I
take ca,·e of health of the Villagers. He further felt happy that M/s. Berry Alloys is supplying
drinking water at th,2 rate of; Rs.5/litni.
-fil.ri.tLMi!QlH!..JJ~-fftC wnire werc:cfrnfn~i"the p1·0JecYstated lhat tfie-·111irn21gemerit snalf have to p1 ovide employment to the local people only ,ind to take up development of green belt
in the are,1. He further requested the industries to take up the welfr.1re activities to the villagers ' __ unlike gov,~rnment reckless trend. __ _
~ fa.l!_i_§_,a Rai!µ_Jfic~s~e~~f the ]>~!Jose expari~Jon_ p.I.Qigct while ! =-- - -- -- - -
replying tc the issues ralsc~d in the public hearing stated the followi~g:
__ I
l) He welcomed th~ suggestions made by the public and prim1isecl that they will fulfill all the suggestion~.
;t- :i::t:,[email protected] i-111i l-9-@m 1c n wiU- p 1:ov Id e=.e ,r-1 p Io y+n.ent t0-tl:le-l-GGa I f-) eop I e ... o ~1 priori ty- b~~J.e-1=-th e-i-1-'--€j-l-) a Ii ti 6a ttens- a t'l 0-S-1:1 I I '.ab i II l:y .
I
]) He i1ssured that p,e company will be established and op1~rated as per Government norms without ca:using any pollution problems to the surroundin9 area.
·, i
While concluding the proceedings of the- Public--Hear'ing, the__: DRO infom1@d that-all- the. ! :.
pr6ceedinqs of the hearing was recorded and will be sent to the Ministry of Environment, Forest
and Climate Ch,inqe, GoJt. of India
Euvi.r_o_ni_n<_'nt~I_ Cle_a_r:ar)_fe. _ _ _ . _
-A~~~i! f::NVl AON, W t \. f.ll!Gll~EER
. \ .l".l'C'LUJT ON (fONil OU10AIU>
. PE:(;ION.A1l Ol;FtCf;
for taking further necessary action in respect of
District' Revenue Officer Vizt,m::igarnm District.
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Hurat Enuinann101ut Educa'ttinn ;nntl trl1(]aHJt J\mn n~1Hf:;~~ Soriety
Regd No· 17(12/2007
---· .. ~ .... L. Plec1<.e 11 \izc •A aste v,ater 10 pl~ntat ,Jn, ,prinkli11g on roads. It contr,Jls D11sc Pollution v,he I yostr vel· i,:!Ei,.
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L. 'iOL t;ikt• ,111 l'.l•~ pl1<1tlt11J,1 te> ne_cr llla1~es, road sic!,•, ii is •1sef\llto ~.ave 1:11vlrcnrnent. Pl 111t f1uitb.Hi11g rncl r·wd ,:i11c1· v, ll 1f· t ·e,•i.
~'- FIE-2s~ gi• •! erwJloyment opporlunil.i: s. to loca l p~op'e first. And co:1duct skilled program~ 1 ·,r local ye uth lil.E, !Tl. l)iplorna. 1 he•1 ,viii gE!t_;of: npportunilies other inclu:;trie·,. also
H•. Cii11e (lll~l i·.:~I F..cilitl~, to n'car •1illag::·-, Cunduct Medical Camps Re@ularlv.
,_-;ive drin',:ing ,• ;,te.1 facilit1, t:, r.,,ar .,, lag·~s.
l: Give goc, echr• ,,t.io,1 to n1;;1r villag,, 1 111,Jren.
:, .. ·r he pi oj, ct wil: rnntd\Jut,~ acldition.;I re1-enue to th·: litate Ill Central Govt.
J.I, For using of CS l, bu,Jget please for·n 1 CD-ordination committee with vlllagE: people, Govt:., iff.ic;als ancl co1111:ar,·1 i:,eople. ar,cl find ne,:,!ssary wor!,.s fo, v:l\;1ges ncq ta-·!=t ,Jrlente,1 wocks .
.,, 11 re,:oir,111, 11di11€ ,1utuirities of polluli' n f.'.Jntrol p,in1il ~,f MOEF 8, CC for gr,nt p2nnissic,n t" the abo~e P1op,:,nenr.
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ENVI ONMENT L ENGINEG~ A.P. POLLUTION co~JTROL SOARD
REGIONAL OPf!CE '1121ANAGARAM
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5.!lQ :- lte~ ;~, or pul: lie t, ~. iring t>f M,'., 13erry Alloye •; Ltd. pro;,osed to e,qund their prn\llli:t~ Fmance r:ap.i<itv ~' 9 ['!'\'ti, Ferm l\ll t1 n,iar,~rn 4-lll!iO M 111,~. Si1i1 o rv anganese c 2400 MTPA "110 Acres wl th 20 Crams, lvlan power of 100 at Fl·)i: 1•1,.· ,HiB, /\P ill.: Grow r. h Ce, ler (IE) £11 ,\Jlilll , Vll l:rJ! & Mandal) Vhianagaram(tiist) AP.
: I \ 1,,.:1t1ubabu Enviror-ment 1/m lenl:e1!r (REEH A,;, Hural Environment Education and H•Blth Aware,ws; Society) F/0 of fl, cl2r 0 ·.Ho:i, r·./lost He'.:pe::tfull~ 3L IM,it Tl,at: ·
111 this reg,,r d a; a Em ircr,ment 1/oluntee.r I 'am ,5i.1ing few su;:gestions to the pror:onenl So Please 1:1rw ~ Cc ·-side· ':he Belo•.'J (( it·.t:- '
,,.11 ''11vi1'ci11rnenta 1ist s are opposing the inclu;trle:s but i am sL1p·porting H,e industries why because, In ·:t11! tim,! of 1,1 :I-, n1,1der,ce our .:o,Jntry pop1.1lation i.; 30 crc:res but now it i 1crec1sed to 120 cror~s, ev,~ry year 50 lal:hi, Graduates are
~c111i--ir fo1 ~rnp lo·1rn1:nt but Gover ,men•: givin ~ employment 10 011:y 5 lakh! people•, othE:IS ar~ getting Ji:b opportunities in I-' il'.?I: • sectcv sow ~ mu ;t wel·:iJrnr· to the ind1;5trh:!'.
•"ll_c·• ~ di~ C'Jllt!lg a!Jm I: poll:.1tior ... pc llutior ... b11t main pol!ut~oll of our c:ountryi, Ul1CTTI~~yrnel\1T t I 11~ 111i,5t d, r (Je.ro'i:Js ~1-,--I • f-, 11 -'-~1 11:---
'I. ,_he Pro,Jone t of M/$ E env •illoys •_td 1:rc-posed tc Exp;ind Their Products as rnent•oned ,;bo·:1:-.
2 The E111lron nent :,xis rlt,,r-t of thi,; pnject stud\' area cover d 10 k.m radiu~ aro1:ncl the ,:roposecl Pro_iect aL~3,
they studier:' loca':iom of ail ambir,nt q11ality, noLe le~els reo:01 ded, water samples collecteJ, soil sample; al;,J rnllech~th,.,~cll-are-·n rnnns ur-cPCT.TnistS:Sa":fsfa~:!Oi\1:- -
J The co1s.1lt,•rit please :ak? t·-ealth ;tali';; of village people tn J.O •-;m radius around s must .. wl v t.e,:ause ii: i, VE ry t1seful •n Fut, ire.
,t Please take ;~rop p1 o,foction details fr( m near Agrlcult.ure lands also.
'i . For operntic'l of ti-,e pr ojEct Nater req .1irnment is 120KLD It is I a king from groun:l water, Ir. ,;um mer i.eason chancE to d,:wn foll v.t,,ter l~·,el so pie, ,e arrange rain water harvesting system .
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IROM~~r-G-IN-1,E--~-R-LLUilON CONTROL dO.I\RD
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Ref~d. No: 1702/2007
'• ": .:::.::i:; uU\o: 1~ -. va-;t(? w2.t2r 1, i>lanti.lt on, !.,prinkling 011 roads. It controls 1)11:;t Pollution when your vehicf ~~. ,.\ j -:~:-, orl ) rp ~ .
· ; ,111 · 1l:iqL(3 : ',\: plan~.itk>i' fc,r c;re·m lw!t is good, ii. is CPCI~ norms,. bu;: I ;m1 ,, !r1m~ ,l:inti to incn:,;iw if ;1n;
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P1·~.-i:,, i;:h·i: •.:,, ,pl•)'fl 110111. or l ·c,rtuniti,~~ t:i local peoph,· firsl. Ard conduct skilled p1 og··,;111, for local voulh lil,e \Tl, JJ i ~,k11 1c1 ·ii ...... v,1;il :,t~: t ,1:1b c· ,pc,rtuni .ILs ,:,q 10 1 indusll le~ also
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RESIONAl OPRCE Vl2JANAGARAM
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