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EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 1
B. S. RANA M/s.VISHWA CHEMICALS
ENVIRONMENTAL
IMPACT ASSESSMENT REPORT
FOR
NEW PROPOSED PROJECT
OF
VISHWA CHEMICALS FOR
MANUFACTURING FACILITY OF SYNTHETHIC ORGANICS CHEMICALS (PHARMACEUTICALS)
@ 200 MT/M (CATEGORY 5 ‘F’, B1)
AT
Plot No 4801/A/13 G.I.D.C. _ Ankleshwar,
Bharuch-394116 (M) 990-999-5695,
E-mail: vishwachemicals2014@gmail.com
PREPARED BY:
B. S. RANA (MEET ASSOCIATES)
REG. OFFICE: 305, SATHI APARTMENT, MAHALAXMI LANE, SARANGPUR,
AHMEDABAD-380001, M- 9586249761, 9909362746
E-Mail: bsranaenviro@gmail.com
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B. S. RANA M/s.VISHWA CHEMICALS
EXECUTIVE SUMMARY 13
CHAPTER 1. INTRODUCTION 21
1.1. Introduction 21
1.2. Purpose of the Study 21
1.3. Identification of Project and Project Proponent 22
1.4. Brief Description of Nature, Size, Location of the Project and
its Importance to Country, Region
22
1.4.1.
Nature and size of the Project 22
1.4.2 Location of the Project site 22
1.4.3. Importance to country, region 22
1.5. Scope and Methodology of the study 23
1.6. Applicable Environmental Regulations 24
1.7. Approved TOR for EIA Study by SEAC 25
CHAPTER 2. PROJECT DESCRIPTION 35
2.1. Introduction 35
2.2. Type of project 35
2.3. Need for the Project 35
2.4 Justification of the project 35
2.5. Project Cost 36
2.6 Location of the Project site 36
2.6.1 Land requirement details 39
2.6.2
Environmental Settings 40
2.6.3 Site Photographs 40
2.7 2.7.1 Products and Production Capacities 41
2.7.2 Details of By-products 42
2.7.3 Raw Materials Requirement 42
2.8 Proposed schedule for Approval and Implementation 45
2.9 Manufacturing Process 45
2.10 Plant Infrastructure and Basic requirements
2.10.1 List of plant machinery 65
2.10.2 Water requirement 65
2.10.3 Power requirement 67
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2.10.4 Fuel requirement 68
2.10.5 Manpower requirement 68
2.11 Emission, Effluent Generation & Waste Generation with
Control System
68
2.11.1 Air Emission 68
2.11.2. Effluent generation and its management (ZLD) 69
2.11.3 Effluent treatment plan 69
2.11.4 Details of the Hazardous Waste 70
2.11.5 Details of the Non- hazardous waste 70
2.11.6 Details of Solids Waste During Operation 71
2.12 Green Belt Development 71
2.13 Rain Water Harvesting 71
CHAPTER 3. DESCRIPTION OF ENVIRONMENT 72
3.1 Introduction 72
3.2 Methodology 72
3.3 Topography 74
3.4 Geology 75
3.5 Geomorphology & Soil types 78
3.6 Hydrogeology 78
3.7 Seismology 78
3.8 Land use 79
3.9 Meteorology 81
3.10 Climate 81
3.11 Relative Humidity 81
3.12 Water Quality 81
3.13 Soil Environment 97
3.14 Biological Environment. 99
3.15 Socioeconomic Environment 105
3.16 Traffic survey 108
CHAPTER 4. ANTICIPATED ENVIRONMENTAL IMPACTS AND
MITIGATION MEASURES
109
4.1. Prelude 109
4.2. Valued Environmental Components and Potential Impacts 109
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4.2.1. Potential Impacts during Project Operation 109
4.3.
Potential Impacts and Mitigation Measures during Project
Implementation (Construction phase)
110
4.3.1 Environment, Noise Environment, Land Environment, Solid
and Hazardous waste, Site Security and Safety, Water
Environment, Soil Environment, Socio- economic
Environment, Health and Well-being of Construction
Workers
110
4.4. Potential Impacts and Mitigation Measures during Operation
phase
110
4.4.1. Air Environment 110
4.4.2. Noise Environment 118
4.4.3. Water Environment 119
4.4.4. Storm Water 119
4.5.1 Surface Water Quality 119
4.6.1 Land Environment 119
4.7.1 Solid and Hazardous Waste 120
4.8.1 Socio-Economic Environment 122
4.9.1 Ecology and Biodiversity 122
4.10.1 Odour Problem 122
4.11.1 Energy Conservation 123
4.12.1 Safety Provisions 124
CHAPTER 5. ANALYSIS OF ALTERNATIVES 125
5.1. Introduction 125
5.2 analysis of site alternative 125
5.3. analysis of alternative for technologies 126
CHAPTER 6. ENVIRONMENTAL MONITORING PROGRAMME 127
6.1. Environmental Monitoring Program 127
6.2. Objectives of Monitoring 127
6.3. Environmental Monitoring Program 127
6.3.1. Monitoring Equipment and Consumables 128
6.3.2. Environmental Budget 129
6.3.3. Emission Monitoring & Evaluation 130
CHAPTER 7. ADDITIONAL STUDIES 131
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7.1. Risk Assessment 131
7.1.1. Hazard Identification& Risk Assessment (HIRA) 131
7.2. Disaster Management Plan 133
7.2.1. Introduction to Disaster Management Plan 133
7.2.2. Information on risk evaluation preliminary hazard analysis 137
7.2.3. Disaster preparedness 138
7.2.4. Safety and mitigating measures 146
7.2.5. Post emergency planning 147
7.2.6. Health, Safety and Environmental Protection 148
EMERGENCY MANAGEMENT CHART 152
CHAPTER 8. PROJECT BENEFITS 152
8.1. Introduction 152
8.2. Improvement in the Social Infrastructure 152
8.3. CSR Activities 152
8.4. Economic Development 153
8.5. Employment Potential 153
CHAPTER 9. ENVIRONMENTAL MANAGEMENT PLAN 154
9.1. prelude 154
9.2. the environmental management plan 154
9.3. objectives of environmental management plan 155
9.4. EMP for Construction Phase 156
9.4.1. Environment, Noise Environment, water environment
soil/Land Environment, management of Solid and
Hazardous waste, management of Socio- economic and
cultural Environment
156
9.5. EMP For Operational Phase 156
9.5.1. Management of Air Environment 157
9.5.2.
Management of Noise Environment 158
9.5.3. Management of Water Environment 159
9.5.4. Management of Land Environment 159
9.5.5 Management of Solid and Hazardous Waste 159
9.5.6 Management of Hazardous Raw materials 160
9.5.7. Management of Biological Environment 160
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9.5.8. Management of Socio-economic factors 161
9.5.9. Management of Traffic 161
9.6. Additional Mitigation Measures 161
9.6.1. Water Conservation 162
9.6.2. Energy Conservation 162
9.6.3. Storm Water Management 163
9.6.4. Green Belt Development 163
9.6.5. Odour Management Plan 164
9.6.6. Safety measures to prevent the Occupational HealthHazards 165
9.6.7. Social welfare measures for future planning 165
9.7. Summary of Environment Management Plan and Actions 165
9.8. Findings 168
9.9 Conclusions 169
CHAPTER 10. CONCLUSION 170
CHAPTER 11. DISCLOSURE BY CONSULTANT 171
TABLE:
Table 1.1 ToR Compliance Status 24
Table 2.1 Area Details 39
Table 2.2 Environmental Settings of the Project Site 40
Table 2.3 Existing & Proposed Products and Production Capacities 41
Table 2.4 Raw Materials requirement 44
Table 2.5 Details of plant machinery 65
Table 2.6 Water Consumption & wastewater generation details 66
Table 2.7 Power requirement 67
Table 2.8 Fuel Consumption Details 68
Table 2.9 Flue gas Stacks and process vents details 68
Table 2.10 effluent characteristics 69
Table 2.11 details of hazardous waste 70
Table 2.12 details of non-hazardous waste 70
Table 2.13 Annual Runoff 71
Table 3.1 Environmental Attributes & Frequency of Monitoring 73
Table 3.2 Climatology (Year: 2016) 81
Table 3.3 Site Specific Meteorological data 82
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Table 3.4 Ambient Air Quality Monitoring Locations 85
Table 3.5 Ambient Noise Quality Monitoring Locations 89
Table 3.6 Ambient Noise Quality in the Study Area 89
Table 3.7 Applicable Noise Standards 89
Table 3.8 Ground Water sampling locations in the study area 92
Table 3.11 Ground Water monitoring analysis report 92
Table 3.12 Surface Water Sampling Locations 94
Table 3.13 Surface water Analysis Reports 94
Table 3.14 Standard Water Quality Criteria 96
Table 3.15 Soil Sampling Locations 98
Table 3.16 Soil quality in study area 99
Table 3.17 List of Flora in the Study Area 100
Table 3.18 List of Dominant Fauna Recorded in Study Area 103
Table 3.19 List of villages present in the study area 106
Table 4.1 Ground level concentration of pm10 in µg/m3 111
Table 4.2 Ground level concentration of PM2.5 in µg/m3 112
Table 4.3 Ground level concentration of SO2 in µg/m3 112
Table 4.4 Ground level concentration of NOx in µg/m3 112
Table 5.1 Alternatives for technologies 126
Table 6.1 Environmental Monitoring Plan (During Operational Phase) 129
Table 6.2 Budget Allocation for Environmental Management 130
Table 7.1 Hazards and Risk Assessment Worksheet 131
Table 9.1 Summary of Environmental Management Plan 166
Figures
Figure 1.1 Methodology of EIA Study 23
Figure 2.1 Project Location Map 36
Figure 2.2 project site 37
Figure 2.3 Google Image of the project site (5 & 10 Km radius) 38
Figure 2.4 Plant Layout 40
Figure 2.5 Water Balance Diagram 67
Figure 3.1 Topographic Map of The Study Area 75
Figure 3.2 ground water level in Ahmedabad city 77
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Figure 3.3 Seismic Zoning Map of India 79
Figure 3.4 Land Use Map of the Study Area (10 km Radial Zone) 80
Figure 3.5 Wind Rose (Winter Season) 83
Figure 3.6 Google Image showing Ambient Air Monitoring Locations 85
Figure 3.7 Google Image showing Ambient Noise Monitoring Locations 88
Figure 3.8 Google Image showing Ground Water Monitoring Locations 91
Figure 3.9 Google Image showing Soil Monitoring Locations 94
Figure 3.10 Villages within 10 km radius 98
Annexure : Annexure I : Land Possession Document
Annexure II : ToR Letter
Annexure III : Plant layout
Annexure IV : Environmental Policy
Annexure V : TSDF Membership copy
Annexure VI : Latest Consent
Annexure VII : QRA
Annexure VIII : Undertaking letter for Owing EIA & EMP report
Annexure IX : Undertaking by EIA Consultant
Abbreviations
AAQM : Ambient Air Quality Monitoring BOD : Biochemical Oxygen Demand
COD : Chemical Oxygen Demand
DO : Dissolved Oxygen
CPCB : Central Pollution Control Board
GPCB : Gujarat Pollution Control Board
EIA : Environmental Impact Assessment
EMP : Environmental Management Plan
ETP : Effluent Treatment Plant
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IMD : Indian Meteorological Department
KVA : Kilo Volt Ampere
KLD : Kilo Litres per day
CMD : Cubic meter per day
MoEF & CC : Ministry of Environment, Forests & Climate Change
PM : Particulate Matter
PPEs : Personal Protective Equipments
TDS : Total Dissolved Solids
ZLD : Zero Liquid Discharge
MTPA : Metric Tonne per Annum
GSEB : Gujarat State Electricity Board
NAAQS : National Ambient Air Quality Standards
EPA : Environment Protection Act
SEIAA : State Level Environmental Impact Assessment Authority
SEAC : State Level Expert Appraisal Committee
ToR : Terms of Reference
CHWTSDF : Common Hazardous Waste Treatment, Storage and Disposal Facilities
TSDF : Treatment, Storage and Disposal Facilities
HDPE : High Density Polyethylene
LDPE : Low Density Polyethylene SOP : Standard Operating Procedure GLC : Ground Level Concentrations
HSE : Health, Safety & Environment
VOC : Volatile Organic Compounds
QRA : Quantitative Risk Assessment
DMP : Disaster Management Plan
CSR : Corporate Social Responsibility
LED : Light Emitting Diode
CFL : Compact Fluorescent Lamp
CFM : Cubic feed per meter
B. S. RANA
FOR PROPOSED MANUFACTU
EIA REPORT
RING OF SYNT
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THETIC ORGANNIC CHEMICALLS
M/s.VISHHWA CHEMIICALS
B. S. RANA
FOR PROPOSED MANUFACTU
EIA REPORT
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ICALS
B. S. RANA
FOR PROPOSED
MANUFACTU
EIA REPORT
RING OF SYNT
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EXECUTIVE SUMMARY
Introduction
M/s Vishwa Chemicals is incorporated in the year 2017 to manufacture some synthetic organic
products & Intermediates which have a good export potential. The ever-increasing demand for
the products in India & Abroad has prompted the promoters to undertake manufacturing of
some selected synthetic organic products & Intermediates.
The industry has earned the reputation of being one of the major infallible suppliers of
intermediates and specialty chemicals across the globe.M/s Vishwa Chemicals is a team of
performing range of aptitude, talented and affirmative professionals, when it comes to quality
and excellence. The proposed production capacity is 200 MT/Month.
Type of Project:
The project is neither an interlinked project nor an interdependent project. The proposed project
is an existing manufacturing unit for the production of Various Chemicals & Intermediates. For
the manufacturing of the new products, some equipment and machinery will be utilized. The
project falls under category ‘B’, section 5(f) “Synthetic organic chemical industry” of EIA
notification 2006 and subsequent amendments
Project cost:
Total Project cost for proposed project activity is Rs. 59 lacs.
Location of the Project Site:
The proposed project, M/s. Vishwa Chemicals is Located at Plot No 4801/A/13 G.I.D.C. _
Ankleshwar. The site is well connected by road and rail network. The nearest road is Baroda –
Ankleshwar Express Highway (4.4 Km, E), Railway station is Ankleshwar Railway Station (2.1
Km, WNW) and nearest airport is Surat Airport (54 Km, SSW).
Nature and Size of the project:
M/s Vishwa Chemicals has proposed for manufacturing of new chemical products. The
proposed production capacity will be 200 MT/Month.
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Water Requirement:
The total fresh water requirement during the operation phase for the proposed facility will be 5.0
KLD. Main source of water supply will meet through Ankleshwar GIDC.
Waste water generation & Management:
Total Effluent generation for proposed facility will be 3 KLD [3 KLD (Domestic) + 0 KLD
(Industrial)], which will be treatment in ETP and treated water will be reused for flushing,
gardening, washing and cooling Tower make-up. Domestic waste water will also be treated in
newly set up ETP.
Electricity Requirement:
The Total power requirement will be 74 HP. The main source of power is PGVCL.. The back-up
will be provided from DG Sets having capacity of 0.6 TPH in Case of power failure. Therefore,
no additional electricity will be required for proposed project.
Fuel Requirement & Stack details:
Natural Gas being used as a fuel for Boiler. Diesel is being used in D.G set. Scrubber is
installed for process rectors. Stack height of Boiler is 9 m. Therefore, no additional fuel will be
required for proposed project. In rainy season / at night online heater is used to enhance the
temperature of water as per requirement.
Manpower Requirement:
There will be 4 peoples required for the proposed project. Thus, total manpower will be 4
workers.
Solid & hazardous waste management:
Hazardous waste like Discarded drum / Container, Used / Spent oil, Distillation residue,
Discarded product material (R&D) etc. will be generated and sold or disposed to MPCB
authorized vendor / recycler and / or will be disposed at CHWTSDF.
Green Belt Development:
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Total 257 m2 area (Approx. 15 %) will be provide in the premises. Suitable local plant of variety
of species are planted with adequate spacing.
Description of the Environment
Study area
The baseline quality of various components of the environment, viz. air, noise, water, land,
biology, meteorological and socio-economic is assessed within the impact zone of about 10 km
around the proposed site. The report presents the data collected during the sampling period of
three months during winter season from March’17 and May’17.
Climate of the study area
The climate of the region is classified as tropical wet and dry climate. The annual maximum
temperature is 41.5 ˚C in the month of May and minimum temperature is 11.8 ˚C in the month
of January. The average annual rainfall for the Ankleshwar as a whole is 852 mm. Most of the
rainfall is received from June to September.
Seismicity
According to the seismic-zoning map of India, the project area falls in Zone III-Moderate Risk
zone of seismicity.
Air Environment
AAQM was carried out in 8 locations on 24 hourly average basis as per guidelines of CPCB
and NAAQS within 10 km radius of the study area. PM10 and PM2.5 was found in the range of
71 to 92 μg/m3 and 32 to 43 μg/m3 respectively. SO2 found in the range of 19 to 34 μg/m3 and
NOx: 35 to 48n μg/m3. The PM10, PM2.5, SO2 &NOx parameters are found within the
permissible limit as per NAAQS level. Other parameters like VOCs, Heavy metals, Benzene
etc. were found within permissible limit.
Noise Environment
Noise can be defined as an unwanted sound. A total of 8 locations were identified for ambient
noise monitoring in the study area. The daytime varied from 42 dB(A) to 70 dB(A) and night
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time noise varied of 46 dB(A) to 68 dB(A). Both daytime noise and night time noise were found
within the limit.
Water Environment
In order to establish the baseline water quality, 8 ground water and 3 surface water samples
were collected and analyzed in the study area. The analysis result for ground water samples
were within drinking water limit as per IS 10500: 2012. The surface water quality is within
NAAQs November 2009 as per classification of water quality criteria.
Soil Quality
Soil samples were collected from 8 locations in the study area and analyzed for physico-
Chemicals characteristics. Soil quality was found to be normal.
Particle Size: Particle sizes of the different constituents (clay, silt, sand and gravel) control the
porosity and water holding characteristic of the soil. Clay (size < 0,002mm) amount in the soil
samples is 14% to 15% and Sand (size 0.002 to 0.075mm) in the soil sample is 68% to 70%.
All the samples in the study area are free of gravel (size > 4.75mm). Analysis shows it is
sandy soil with less water holding capacity Biological Environment.
Land Use/Land Cover of the Study Area
The basic purpose of land use pattern and classification in an EIA study is to identify the
manner in which different parts of land in an area are being utilized or not utilized. Remote
sensing data provides reliable accurate baseline information for land use mapping, as it is a
rapid method of acquiring up-to-date information of over a large geological area.
Biological Environment
Biological environment includes flora and fauna including aquatic species found in the study
area of 10 km radius.
Flora: Dominant families of plants recorded in the study area are Caesalpiniaceae,
Mimosaceae, Euphorbiaceae, Cucurbitaceae, Papilionaceae. The area showed overall 71
plant species from 60 genera and 32 families.
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Fauna: The various animal species in the study area are found, detailed study is given in
Baseline Chapter-3. Field observations of fauna were carried out. The commonly available
mammals, amphibians, reptiles, butterflies, dragonflies and damselflies within 10 km
surroundings were enumerated
Socio-economic Environment:
Socio-economic data were collected from within 10 km radius of the Project site. These include
30 villages as per census of India 2011. According to the 2011 national census, the population
of Ankleshwar was declared to be 3,15,596 With regards to Sex Ratio in Ankleshwar, it stood
at 892 per 1000 male compared to 2001 census figure of 933. The average national sex ratio
in India is 940 as per latest reports of Census 2011 Average literacy rate of Ankleshwar in
2011 were 85.74 compared to 78 of 2001. If things are looked out at gender wise, male and
female literacy were 79.51 and 70.69 respectively. For 2001 census, same figures stood at 55
and 45 in Bharuch District.
Anticipated Environmental Impacts & Mitigation Measures
Air Environment
In order to estimate the ground level concentrations due to the emission from the
proposed project, AERMOD View – Lake Environmental Software has been
employed.
These predicted ground level concentrations when added to baseline scenario, the
overall scenario levels of PM10, SO2, NOx, are well within the permissible limits
specified by CPCB.
VOCs and other NAAQS parameters are observed within below detectable limit, the
detail explanation is mentioned in Baseline chapter-3.
Adequate mitigation measures have been already installed to control air pollution.
Noise Environment
The major noise source includes various machines, pumps, motors, DG sets and vehicular
traffic. The noise levels were below the stipulated standards of CPCB for residential and
industrial areas.
Technical and administrative measures are already implemented to minimize the noise levels
which include periodic maintenance of machinery, mandatory use of personal hearing
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protection equipment with operable mufflers, oiling and lubrication, noise suppression
measures such as enclosures, buffers, greenbelt development etc.
Water Environment
M/S Vishwa Chemicals Industries will intend to achieve a Zero Liquid Discharge. The total
fresh water requirement during the operation phase for the Proposed facility is 5.0 KLD. Main
source of water supply will meet through GIDC. Domestic waste water shall be disposed in
Soak pit.
Land Environment
A total of 275 m2 area (Approx. 15 %) has been earmarked for the green area development.
There will be little impact envisaged due to the operation of the plant. There is no discharge of
solid as well as liquid effluent in open land. The green area development and tree plantation
will help in enhancing the aesthetics of the plant. Thus no adverse impact is envisaged on land
environment.
Biological Environment
Analysis of abiotic factors reveals that ambient air and fresh water quality will remain practically
unaffected. Hence no impact on flora and fauna is envisaged. Moreover, there are no reserve
forest, Historic places and protected areas within 10 km radius.
Socio-economic Environment
The proposed project is expected to provide direct and indirect employment opportunity to
skilled and unskilled workers. The project will contribute to the socio-economic development of
the area at the local level in turn reducing migration for employment. Hence, the proposed
project will have positive impact on the socio-economic environment.
Environmental Monitoring Program
Environmental Monitoring Program is designed for operation phase of the project for
monitoring of various environmental parameters like air, water, noise, soil and ecology etc.
Environmental Management Plan
The EMP presents the project specific guidelines on:
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Environmental management strategies
Specialized engineering construction procedures in relation to environmental guidelines
of the country
Spill prevention and control
Management of wastes and hazardous Chemicals
Air, water and soil quality protection
Noise control
Soil erosion control and slope stabilization
Vegetation, wildlife and habitat protection
Socio-economic and welfare considerations
Risk and disaster management plan
To prepare a checklist for statutory compliance
Budget allocation for environment management plan.
Risk Assessment
The Risk assessment study has been conducted for all the operations involved in the project.
The study considers all the hazards associated with all the activities which will be involved. The
hazards leading to possible consequences are summarised in the chapter-7 and the risk
mitigation measures and intended safeguards are specifically mentioned in the chapter-7 in the
EIA report. The risk to personnel, process / operation is considered in the study.
Disaster Management Plan
Disaster Management Plan is prepared for identification of various hazards addressed
qualitatively and included onsite and off-site emergency plan. A Disaster Management Plan is
prepared to meet any grave emergency which can occur due to Natural Disasters such as
Floods, Earthquakes, or due to Man-Made Disasters such as Acts of war and Fires, Power
failures. Details of risk assessment and disaster management plan are given in the EIA report.
Project Benefits
Growth in the industrial sector creates new opportunities for employment and can also help
diversify the economy.
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CSR Activities
Initially CSR budget commitment will be approximately 2 % of company’s annual profit
M/S Vishwa Chemicals will initiate various CSR activities for the development and care of the
area and people. The various CSR activities undertaken by M/S Vishwa Chemicals Industries
include.
Organized Health check-up camp for School children.
Tree Plantation on both side of Village Road from Highway to Village.
Funds will be provided to arrange extracurricular activities for nearby schools.
Plants will be maintained at Roads passing nearby.
School uniforms, notebooks and scholarship will be provided to poor students.
Regular medical camps and eye-camps in the surrounding villages to provide treatment
with free supply of medicines and highlight the aspects of hygiene and good health.
Conclusion:
The project proponent will follow all the statutory norms and guidelines as per EPA,
1986 to safeguard environment.
Waste water generated from the proposed project will be treated in to ETP.
Ambient Air Quality of the project site will be within the permissible limit as prescribed by
National Ambient Air Quality Standards.
Noise is expected to be on higher side during Operational phase noise shall be within
industrial premises which will not exceed 75 dB(A).
The project will generate employment opportunities during operational stage. The
standard of living of local people due to employment is likely to be better, so we may
say that it is positive socio-economic impact. The region will get economic boost.
Overall the project will have positive impact for socio-economic and cultural
development.
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CHAPTER 1. INTRODUCTION
1.1. Introduction
M/s Vishwa Chemicals is incorporated in the year 2017 to manufacture some synthetic organic products
& Intermediates which have a good export potential. The ever-increasing demand for the products in
India & Abroad has prompted the promoters to undertake manufacturing of some selected synthetic
organic products& Intermediates.
The industry has earned the reputation of being one of the major infallible suppliers of intermediates and
specialty chemicals across the globe.M/s Vishwa Chemicals is a team of performing range of aptitude,
talented and affirmative professionals, when it comes to quality and excellence.
1.2. Purpose of the Study
The proposed expansion project falls under category ‘B’, section 5(f) “Synthetic organic chemical
industry”. As per the EIA notification, 2006 & subsequent amendments, proposed project will have to
obtain Environmental Clearance from EAC, MoEFCC New Delhi.
In order to obtain the Environmental Clearance from the EAC, MoEFCC New Delhi, Form-1, Pre-
feasibility Report and proposed ToR submitted. ToR issued on dated 30 April, 2017. M/s. Vishwa
ChemicalsIndustrieshas retained the services of Green Circle Inc, Vadodara to undertake Environmental
Impact Assessment (EIA) studies for assessing the impact of the proposed Project, industrial
development project, on various environmental parameters in the study area and prepare an
Environment Management Plan for mitigate the adverse impacts of the proposed project.
As per the additional ToR (Minutes of 17thEAC Meeting) and Model ToR prescribed by MoEFCC,
baseline data has been prepared for one season i.e winter season (March ’17 to May’17). The study
area comprises of the core zone (project area) and the buffer zone (10 km around the core zone from
the periphery).
1.3. Identification of Project and Project Proponent
Identification of Project:
M/s Vishwa Chemicals has proposed to expand a plant for manufacturing of various products &
Intermediates at Plot No.4801/A/13, G.I.D.C. Ankleshwar, Dist, Bharuch, Gujarat. It is a private
organization engaged in manufacturing ofSynthetic Organic chemicals & Intermediates products.
Identification of Project Proponent:
M/s. Vishwa Chemicals is proposed by Mr. Mayank Patel, the Proprietorof this Company and she has
plan to manufacture of chemicals &Intermediatesproducts.
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 22
B. S. RANA M/s.VISHWA CHEMICALS
1.4. Brief Description of Nature, Size, Location of the Project and its Importance to Country, Region
1.4.1. Nature and size of the Project
M/s. Vishwa Chemicalshas proposedfor manufacturing of various chemicals &Intermediate products at
the project site. The proposed production capacity will be 200 MT/Month.
1.4.2. Locationof the Project site
The proposed project is located at Plot No. 4801/A/13, G.I.D.C. Ankleshwar, Dist: Bharuch, Gujarat.
The project site at inter section of latitude 21°61'80.22" N and longitude 73°03'81.92" E
The nearest road is Baroda – Ankleshwar Express Highway (4.4 Km, E), Railway station is Ankleshwar
Railway Station (2.1 Km, WNW) and nearest airport is Surat Airport (54 Km, SSW).
1.4.3. Importance to country, region
Ankleshwar & Surrounding area has emerged as major chemical manufacture city with a presence in
global market. Chemical industry in the state contribute more than one third to the country total
production.
Raw materials purchase from indigenous production. This helps in the economic development of the
country to a great level. Thus, to decrease the dependency on imports, the project can work in a positive
manner.
Our products have good demand in national markets. We shall export the products & in local market as
well as in Asia Pacific Region.
1.5. Scope and Methodology of the study
The scope of the EIA study is based on the generic structure of environmental impact assessment
document as stated in the Appendix III of the EIA Notification 2006 (S.O. 1533), Ministry of Environment
and Forests, Government of India.
The scope of the study includes a detailed characteristic of environment in the study area associated
with the proposed development on various environmental components. For the purpose of
environmental assessment, areas within 10 km radius of the project have been studied and the following
methodology will be adopted:
Generation and collection of baseline data for valued environmental components as per the EIA
guidelines.
Identification and quantification of significant environmental impacts due to the project and
associated activities.
Evaluation of impacts due to proposed expansion activities and preparation of an environmental
impact statement
B. S. RANA
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EIA REPORT
RING OF SYNT
Page 23
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EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 24
B. S. RANA M/s.VISHWA CHEMICALS
1.6. Applicable Environmental Regulations
The proposed project will abide and function under the purview of the following Rules, Acts &
Regulations which are formulated by the Govt. of India to protect the environment and development in a
sustainable way:
The Water (prevention & Control of Pollution) Act, 1974
The Water (Prevention & Control of Pollution) Cess, Act, 1977
The Air (Prevention & Control of Pollution) Act, 1981
The Environmental (Protection) Act, 1986
Environmental Impact Assessment Notification dated 14th September, 2006 and
subsequent amendments.
Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016.
Solid Waste Management Rules, 2016
The MSIHC (Manufacture, Storage and Import of Hazardous Chemicals) rules 1989 and
amendment in 2000
Chemical Accident (Emergency Planning, Preparedness and Response) Rules, 1996
Noise Pollution (Regulation and Control) Rules, 2000 and its amendments
The public Liability Insurance Act, 1991
The Batteries (Management and Handling) Rules 2001 and amendment in 2010
1.7. Approved TOR for EIA Study by SEAC
The EIA study has been conducted in-line with the additional ToR and Model Terms of Reference (ToR)
given by MoEFCC and taking into consideration the structure of the report given in the EIA Notification
2006. The compliance to the same has been presented in Table 1.1.
Table 1.2 ToR Compliance Status
S.N. ToR Points Compliance Status
SpecificToR
1. A tabular chart with index for point-wise compliance of below mentioned TORs.
Noted.
2. Executive summary of the project — giving a prima facie idea of the objectives of the proposal, use of resources, justification, etc. In addition, it should provide a compilation of EIA report, including EMP and the post-project monitoring plan in brief.
Included in initial pages of EIA report
3. Justification for selecting the proposed product and unit size.
Pls. refer Chapter 2, Section 2.4., Page No.
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5
6
7
8
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EIA REPORT
RING OF SYNT
Page 25
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EIA REPORT
RING OF SYNT
Page 26
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EIA REPORT
RING OF SYNT
Page 27
s
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28 Techsyste
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Air Quality Seters like N
EIA REPORT
RING OF SYNT
Page 28
s
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EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 29
B. S. RANA M/s.VISHWA CHEMICALS
S.N. ToR Points Compliance Status
etc. Locations of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.
36 Modeling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modeling should be provided. The air quality contours may be shown on location map clearly indicating the location of sensitive receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modeling should be superimposed on satellite Image / geographical area map.
Please refer Section 4.4.1 of Chapter 4
37 Base line status of the noise environment, impact of noise on present environment due to the project and proposed measures for noise reduction including engineering controls.
Chapter 3, Section 3.9.,Table 3.6., Page No.
38 Specific details of
a) Process gas emission from each unit process with its quantification.
b) Air pollution Control Measures (APCM) proposed for process gas emission. Adequacy of the air pollution control measures (APCM) for process gas emission measures to achieve the GPCB norms.
c) Details of the utilities required.
d) Type and quantity (MT/hr & MT/Day) of fuel to be used for each utility.
e) Flue gas emission rate emission from each utility.
f) Air Pollution Control Measures (APCM) proposed to each of the utility along with its adequacy
g) List the project specific sources of fugitive emission along with its quantification and proposed measures to control it.
h) Details on tail gas treatment.(lf any)
Chapter 2, Section 2.11, Sub- Section 2.11.1.,Table 2.9 & 2.10., Page No.
39 Action plan for odour control to be submitted. Chapter 4, Section 4.13., Sub-Section 4.13.1., Page No.
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 30
B. S. RANA M/s.VISHWA CHEMICALS
S.N. ToR Points Compliance Status
40 Management plan for solid/hazardous waste including storage, handling, utilization and safe disposal as per the hazardous and Other Wastes (Management and Transboundary Movement ) Rules 2016. CPCB guidelines in respect of specific treatment, such as solar evaporation, incineration, etc, need to be followed. How the manual handling of the hazardous wastes will be mi nimized Methodology of de- contamination and disposal of discardedcontainers and its record keeping.
Chapter 4, Section 4.10.,Sub- Section 4.10.1., Page No.
41 Membership of Common Environmental Infrastructure like TSDF, Common Incineration Facility (CHWIF), MEE, spray dryer etc.
Membership of the TSDF will be taken at the time of CTE fresh application of the EC of proposed project.
42 Name and quantity of each type of solvents to be used for proposed production. Details of in-house solvent recovery system including mass balance, solvent loss, recovery efficiency (% recovery), feasibility of reusing the recovered solvents etc. for each type of solvent.
43 Appropriate monitoring network has to be designed and proposed, to assess the possible residual impacts on VECs.
Unit will adopt monitoring network proposed in chapter 6.
44 A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked far environment pollution control measures.
Detailed EMP with budget is described in chapter 9.
Details of monitoring plan are given in sectiob 6.1 of chapter 6.
Details of Environment Management Cell are covered in chapter 9.
Total cost and recurring cost per annum is given in table 6.2 of chapter 6.
45 Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting monitoring.
46 Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.
47 Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided. Provision
Chapter 9, Section 9.6., Page No.
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 31
B. S. RANA M/s.VISHWA CHEMICALS
S.N. ToR Points Compliance Status
of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical checkup of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.
48 Details on volatile organic compounds (VOCs) from the plant operations and occupational safety and health protection measures. Proposal for Leak Detection and Repair (I-DAR) program as per the CPCB guidelines.
Chapter 9, Section 9.5., Sub- Section 9.5.1., Page No.
49 Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the plant layout map clearly showing which of the facilities would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.
Chapter 7, Section 7.1.,Page No.
50 MSDS of all the products and raw materials. Chapter 2, Table 2.3
51
Details of hazardous characteristics and toxicity of raw materials and products to be handled and the control measures proposed to ensure safety and avoid the human health impacts. This shall include the details of Antidotes also
Hazardous properties of chemicals are given in table 7.2 of chapter 7 on page no. 7-5 .
Please refer section 7.14.4 of chapter 7 on page no 7-21 for details of antidotes.
52 Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction (MOC) of major hazardous chemical storage tanks, dyke details, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals, size of the biggest storage tank to be provided for each raw material & product etc. How the manual handling of the hazardous chemicals will be minimized?
Pls refer section 2.6.2 of chapter 2 on page no.
53 Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control plan for flammable substances and processes showing hydrant pipeline network, provision of DG Sets, fire pumps,
S
5
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iled five-yeal budget, p
ber of trelopment [w
mitment of tties outsid
by areas an
n plan for ations, planshed guidel
iled socio-emunity welfaverall improfor social coetary provisosed to be cs of the are
oes the comoved by its
EIA report. Does the
ating procegement / des / conditio
t is the hiepany to deapliance withven.
OR PROPOSED
T
xic gas dete
st in the forengtheningeasures
ear greenbplanning sc
ees to bewith map], the managee the prem
nd elsewher
the greenbnning schelines.
economic deare programovement of orporate ressions for thecarried out;
ea.
mpany haveBoard of D
Environmess / proeviation / vns? If so, it
erarchical sal with the eh the EC co
MANUFACTU
ToR Points
ectors etc.
orm of Dog of HSE, m
belt develochedule, sp
planted, budgetary
ement to camises at are.
belt developedule, etc.,
evelopment m most usef
the environsponsibilitiee next five yspecific to
e a well laidDirectors? I
ent Policyocedures toiolation of tmay be det
ystem or aenvironmenonditions? D
EIA REPORT
RING OF SYNT
Page 32
s
's & Don'tmanufacturin
pment proecies, widtharea und
y outlay etarry out theappropriate
pment — sp in accord
t measures ful in the pronment. Submes, with appyears and athe current
d down EnvIf so, it may
y prescribeo bring inthe environtailed in the
administrativtal issues aDetails of th
THETIC ORGAN
s of preveng utility sta
ogram incluh of plantatder green tc. -along e tree plant places in
pecies, widdance to C
including oject area fomit a detaileropriate
activities demograph
vironment Py be detaile
e for stannto focus mental or f
e EIA.
ve order oand for enshis system
NIC CHEMICAL
entive aff for
QRAencl
uding tions,
belt with
ation n the
ChaSec
th of CPCB
ChaSec
or ed
hic
ChaSec
Policy ed in
ndard any
orest
ChaSec
f the uring may
ChaSec
LS
M/s.VISH
Complian
A and Dlosed.
apter 9, Section 9.6.4.,
apter 9, Section 9.6.4.,
apter 9, Section 9.6.4.,
apter 9, Section 9.6.4.,
apter 9, Section 9.6.4.,
HWA CHEMI
nce Status
DMP repo
ection 9.6.Page No.
ection 9.6.Page No.
ection 9.6.Page No.
ection 9.6.Page No.
ection 9.6.Page No
ICALS
rt is
,Sub-
,Sub-
,Sub-
,Sub-
,Sub-
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 33
B. S. RANA M/s.VISHWA CHEMICALS
S.N. ToR Points Compliance Status
60 Does the company have a system of reporting of non compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism should be detailed in the EIA Report.
No.
61 Phase wise project implementation schedule with bar chart and time frame, in terms of site development, infrastructure provision, EMS implementation etc.
After obtaining /Environmental Clearance for proposed project, installation will be completed within 6-8 months.
62 Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be incorporated in the EIA Report.
Page no.10 of EIA Report
63 An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC 0M dated 05/10/2011 and an undertaking by the Consultant regarding the prescribed TORs have been complied with and the data submitted is factually correct as per the MoEF&CC 0M dated 04/08/2009.
Enclosed as Annexure-IX
64 In case of Expansion of the project a. Need for the proposed expansion should be justified in
detail.
b. Adequacy of existing EMS (Environmental Management System).
c. Records of any legal breach of Environmental laws i.e.
details of show- cause notices, closure notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for prevention of pollution.
d. Copies of Environmental Clearances obtained for the
existing plant, its point wise compliance report.
e. Environmental audit reports for last 3 years and compliance of its recommendations/Suggestions. (Include latest audit report and its compliance.)
f. Copy of Consent to Operate (CC&A) obtained along with
point wise compliance status of all the conditions stipulated therein.
g. Compliance of MoEFCC circulars vide No: J-
11011/618/2010-lAll (l)
a. Pls refer section 2.2 of chapter 2 on page no.
b.Existing is having CTE/CTO of non EC category.
c.Not any Notice of GPCB
d.First time applied for EC
e.Not any issued.
f. Enclosed as Annexure VI
g.Enclosed as Annexure X
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 34
B. S. RANA M/s.VISHWA CHEMICALS
S.N. ToR Points Compliance Status
dated 30/05/2012 and J-11013/41/2006-IA-II(I) dated 20/10/2009.
h. Copies of XGN generated Inspection reports with
analysis reports of the water/Air/Hazardous samples collected by GPCB (Last 2 year). Copies of instructions issued by GPCB in last 2 year and point wise compliance thereof.
Not collected any samples.
Copies of instructions issued by GPCB in last 2 year and point wise compliance thereof is enclosed as Annexure-XI
65 In case of project is located in Ankleshwar-Panoli, Vatva-Narol & Vapi GIDC. Compliance of MOEFCC's 0M no. J-11013/5/2010-lA.ll (l) dated
25/11/2016 regarding lifting of moratorium on the consideration of projects for environmental clearance.
(B) Compliance of direction under section 18 (1) (b) of the Water (Prevention and Control of Pollution) act, 1974 issued by CPCB dated 31/03/2016 regarding compliance of CETP.
a) Action initiated by GPCB, if any, against proposed unit regarding non-compliance of prescribed standards under the various environmental laws.
b) Performance of CETP with respect to current hydraulic load & prescribed standards with No Objection Certificate of CETP regarding incorporation of the proposed unit for acceptance of waste water.
c) Performance of TSDF site with respect to current load & prescribed standards with No Objection Certificate of TSDF site regarding incorporation of the proposed unit for acceptance of hazardous waste to the common infrastructure.
d) Copies of quarterly action report taken for the above points submitted to the CPCB.
e) Report of GPCB which have conducted monitoring as per the said direction by CPCB dated 31/03/2016.
Proposed project there shall
generation of process effluent and maintaining zero liquid discharge complying the MOEFCC's 0M no. J-11013/5/2010-lA.ll (l) dated 25/11/2016 regarding lifting of moratorium on the consideration of projects for environmental clearance.
Additional Information required by SEIAA, Gujarat
1. Complete Zero Liquid discharge (ZLD) as commited during the SEAC meeting.
Chapter 9, Section 9.6.,Sub- Section 9.6.4., Page No
2. Sound management of spent acid and other liquid waste streams as per the hazardous and other Wastes (Management and Transboundary Movement) Rules 2016.
The Wastes (Management and Transboundary Movement) Rules 2016.will be followed .
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 35
B. S. RANA M/s.VISHWA CHEMICALS
CHAPTER 2. PROJECT DESCRIPTION
2.1. Introduction
This section of the report describes the features of the proposed project in detail to allow an assessment
of its environmental impact. A complete description is important to understand the potential
environmental implications of the initiative and accordingly addressing issues in an appropriate manner.
Description of the proposed expansion project components and activities are presented together with
the aspects during the construction and operation phase of the project which are also important from the
environmental perspective.
This chapter highlights the features of proposed chemical manufacturing plant with respect to storage
yard for storage of raw materials, utilities, infrastructure facilities and sources of waste generation, their
quantity, treatment and safe disposal of the waste.
2.2. Type of project
The project is neither an interlinked project nor an interdependent project. The proposed project is a new
manufacturing unit for the production of Various Chemicals & Intermediates. For the manufacturing of
the new products, some equipments and machinery will be utilized. The project falls under category ‘B’,
section 5(f) “Synthetic organic chemical industry” of EIA notification 2006 and subsequent amendments.
2.3. Need for the Project
This report highlights the details of the selected site, raw materials, availability of water, fuel and
electricity, features of the main plant equipment, environmental aspects, estimates of the project cost
and the schedule for the project implementation.
2.4. Justification of Project
M/s Vishwa Chemicals has been incorporated with main object to manufacture SO chemicals &
Intermediates which have a good export potential. The Proposed expansion unit is tolocated at, Baroda
– Ankleshwar Express Highway, A/p –Ankleshwar GIDC Estate. The site is well connected by roads and
close to National Highway (NH-8), Railway station (Ankleshwar ,2.1 km) and Airport (Surat - 54 km). The
raw material required for this plant is easily available from and within local markets of Gujarat.
Manpower required is easily available and which in turn will generate employment. Products are
primarily meant for export for which import and export facilities are available in Gujarat. Moreover, this
will result in revenue generation and socio-economic upliftment through CSR activities.
B. S. RANA
2.5. Proj
Total Projec
2.6. Loca
2.6
Ankleshwa
The neares
Railway Sta
Coordinate
F
ect Cost
ct Cost for p
ation of th
6.1. Loc
r, Dist, Bha
st road is B
ation (2.1 K
es: Latitude
OR PROPOSED
proposed p
he Project
cation:M/s.
ruch, Gujar
aroda – An
Km, WNW) a
e 21°61'80.2
MANUFACTU
roject activi
site
. Vishwa C
rat.
kleshwar E
and nearest
22" N and L
Figu
EIA REPORT
RING OF SYNT
Page 36
ity is Rs.59
Chemicals
Express Hig
t airport is S
Longitude 7
ure 2.1 Proj
THETIC ORGAN
lacs.
is Locate
hway (4.4 K
Surat Airpor
3°03'81.92"
ject Locati C
NIC CHEMICAL
d at Plot
Km, E), Rai
rt (54 Km, S
" E
on
LS
M/s.VISH
No. 4801
ilway statio
SSW).
HWA CHEMI
/A/13, G.I.
n is Ankles
ICALS
.D.C.
hwar
B. S. RANA
FOR PROPOSED
F
MANUFACTU
igure 2.2 G
EIA REPORT
RING OF SYNT
Page 37
Google Ima
THETIC ORGAN
ge of the p
NIC CHEMICAL
project site
LS
M/s.VISH
HWA CHEMIICALS
B. S. RANA
F
F
OR PROPOSED
Figure 2.3 G
MANUFACTU
Google Ima
EIA REPORT
RING OF SYNT
Page 38
age of the
THETIC ORGAN
project site
NIC CHEMICAL
e (5 & 10 K
LS
M/s.VISH
Km radius)
HWA CHEMIICALS
B. S. RANA
Land requi
Total land a 810.75 sq
Sr
Plant Layo
F
irement de
area of the mtr. The t
r. No.
1 Net
1 Ma2 Sto3 Util4 Adm5 Lab6 Op
7 Gre8 ET
out: The pla
OR PROPOSED
etails
plant isg118total area re
t Plot Area
ain plant Buorage Area lity area ( Bministrationbourroom &en space /
een belt AreP
To
ant layout is
MANUFACTU
8 equirements
Details of
a
ilding (Prod
Boiler &Cooln buildings&Security
Road
ea
otal Area
s given in be
Fig
EIA REPORT
RING OF SYNT
Page 39
s are given
Table 2.1 A
Land
duction Area
ling Tower)
elow figure:
gure 2.4 Pl
THETIC ORGAN
in the below
Area Detai
a)
lant Layout
NIC CHEMICAL
w table:
ls
After p
t
LS
M/s.VISH
Area proposed (m810.75
205 84.22 68.75 24.32 50.53
100.75
257 20.18
810.75
HWA CHEMI
m2)
ICALS
B. S. RANA
2.6.2.
Sr.
No.
1
2
3
4
5
6
7
8
9
10
11
2.6.3.
F
Environm
E
N
N
Ecologic
Historic
Nationa
List of
. Site Ph
OR PROPOSED
mental Setti
Table
Particu
Elevation ab
Climatic Co
(As per
Nearest v
Nearest To
Nearest Fire
Nearest Wa
cally sensiti
10-km dis
cal/ Archae
l Parks/Wild
major Indus
Km
Seismic
hotograph
MANUFACTU
ings
2.2 Enviro
ulars
bove MSL
onditions
IMD)
village
own/City
e Station
ater Body
ive zones w
stance
ological pla
d Life Sanct
stries within
m
Zone
hs
EIA REPORT
RING OF SYNT
Page 40
nmental Se
An
A
Sa
within No
aces
tuary
n 10
THETIC ORGAN
ettings of t
72.0 ft
nnual Mean
nnual Mean
Annual a
Hifaza
Ankle
Ankl
abarmati Ri
o eco-sensi
Not prese
Not prese
Meghm
NIC CHEMICAL
the Project
Detail
t above Mea
n Maximum
n Minimum T
average Ra
tnagar (2.4
eshwar (2.5
eshwar –
ver (9.38 km
tive areas a
km rad
ent within th
ent within th
mani, Indoc
Zone -
LS
M/s.VISH
t Site
ls
an Sea Lev
Temperatu
Temperatu
ainfall : 852
48 km, NNE
57 km, NW
8.9 Km, W
m) in NNW
are present
ius
he 10 Km ra
he 10 Km ra
col Chem Et
- III
HWA CHEMI
vel
ure: 42° C
re: 20° C
mm
E )
W)
W
direction
within 10
adius
adius
tc.
ICALS
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 41
B. S. RANA M/s.VISHWA CHEMICALS
2.7. Size or magnitude of operation
2.7.1. Products and Production Capacities
Proposed products for the new plant with capacity are shown in below table;
Table 2.3 Products and Production Capacities
Sr. No.
Name of Product CAS no. /CI no. etc.
Existing Proposed Total Quantity MT/Month
End-use of product
1. Zinc Sulphate (Existing Product As Per GPCB CCA NO: AWH-74769
773302-0 200 0.0 200
Fertilizer etc.
2. Sodium Nitrate (Existing Product As Per GPCB CCA NO: AWH-74769)
763199-4 200 0.0 Firework etc.
3 Ammonium Formate
540-692
0.0 30 Pharmaceutical Raw Material
4 Ammonium Acetate 631-618 0.0 30 Pharmaceutical Raw Material
5 Ammonium Propionate 1749608-1
0.0 30 Pharmaceutical Raw Material
6 Methyl 3 — Amino Crotonate
1420539-1
0.0 30 Amlodepine Intermediate
7 Sodium 2. Ethyl Hexonate
1976689-3
0.0 30 Drug Intermediate
8 Sodium formate 141-537 0.0 30 Pharmaceutical Raw Material
9 Methanolic ammonia 766441-7 0.0 60 Pharmaceutical Raw Material
10 Methanolic MMA 80-62-6 0.0 60 Pharmaceutical Raw Material
11 Propyl propionate 106-365 0.0 50 fragrance agent
12 1 Chloromthyl Na hthalene
86-52-2 0.0 30 Drug Intermediate
13 N-Ethyl-2nitrometh lene rrolidine
617104-4 0.0 4.9 Drug Intermediate
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 42
B. S. RANA M/s.VISHWA CHEMICALS
2.7.2. Details of By-products:
There will be no generation of By-Product from the proposed Expansion Unit.
Sr.No Name of byproducts Existing byproduct
Proposed byproduct
Quantity (MT/Month)
1 HCL 22% 0.0 Proposed 30.00
2.7.3. Raw Materials Requirement
List of raw materials required are given in below table:
Sr. No Name of Raw Material
Qunatity MT/Month
1 Ammonium Formate
Formic Acid 24.3
Ammonia 9.0
2 Ammonium acetate
Acetic Acid 26.0
Ammonia 7.4
3 Ammonium Propionate
Propionic Acid 15.9
Ammonia 3.7
Water 10.4
4 Methyl 3 Amino Crotonate
Methyl Acetoacetate 33.3
Ammonia 4.9
5 Sodium 2 Ethyl Hexanoate
2-Ethyl Hexanoic Acid 26.0
Caustic soda 7.2
6 Sodium Formate
Formic Acid 21.9
Sodium hydroxide 19.1
7 Methanolic Ammonia
Methanol 52.9
Ammonia 7.1
8 Methanolic MMA
14 Barbituric acid 67-52-7 0.0 4.9 Drug Intermediate
15 N-methyl-l Naphthalene methaneamine
6547313—4
0.0 4.9 MEMP
Terbinafine Intermediate
16 Veratraldehyde 120-149 0.0 4.9 flavor and fragrance a ent
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 43
B. S. RANA M/s.VISHWA CHEMICALS
Methanol 48.0
Monomethyl amine 12.0
9 Propyl propionate
Propanoic acid 32.8
Propanol 26.7
10 1 Chloro Methyl Naphthalene in toluene
Naphthalene 21.0
Para Formaldehyde 4.9
HCl (34%) 52.5
Toluene 21.0
11 N-ethyl-2-nitromethylenepyrrolidine
1-ethyl-2-pyrrolidinone 4.5
dimethyl sulfate 5.1
sodium methoxide 7.3
nitromethane 3.3
MDC 18.1
Toluene 2.3
12 Barbituric acid
Methanol 29.6
sodium 1.2
Diethyl melonate 7.2
urea 2.8
Water 17.2
HCl 6.5
13 N‐methyl‐1Naphthalene methaneamine
1-chloromethyl naphthalene 4.5
N-methyl formamide 2.2
Sodium hydride (50% in parafin) 1.4
N,N-Dimethylformamide 10.5
Toluene 54.5
Water 48.8
Sodium hydroxide 6.6
Hydrochloric acid 32.0
Carbon 0.23
14 Veratraldehyde
Vanillin 5.3
Water 9.3
Sodium hydroxide 2.8
Dimethyl sulphate 4.4
Sulphuric Acid-50% 0.8
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 44
B. S. RANA M/s.VISHWA CHEMICALS
Table 2.4 MSDS of Raw Materials
Full name Of the raw materials
State B.P. °C
F.P. °C
LEL UEL
%
TLV ppm or
mg/m3
LD50 mg/Kg
LC50 mg/l
Specific Gravity (water
=1)
Vapor density (air=1)
Odour threshold
ppm or mg/m3
Formic Acid Liquid 100 69
N.A. N.A. 729
1.21 1.59 0.625 ppm
Ammonia Gas -33.4 N.A. N.A. N.A.
7338
N.A. N.A. N.A.
Acetic Acid Liquid 118.1 39 N.A. N.A. 1060/5620 1.049 2.07 0.48
Propionic Acid Liquid. 140.99 53 N.A. N.A. 3500/ 500 0.9954 : 2.56 N.A.
Water Liquid. 100 N.A N.A. N.A. > 90 1 0.62 N.A
Methyl Acetoacetate
Liquid 164 63.5
N.A. N.A. 2,580/ 2,000
1.08 4.0 N.A
2-Ethyl Hexanoic Acid Liquid 223 118.3 N.A. N.A.
2,043/ 2,000
0.908 5.0 N.A
Caustic soda
liquid 142 - 144
N.A. N.A. N.A.
240 ug/L/ 330000-1000000
ug/L
N.A.
N.A. N.A.
Sodium hydroxide Solid 1388 N.A. N.A. N.A. N.A. 2.13 N.A. N.A. Hydrochloric Acid
30% Liquid 100 N.A. N.A. N.A.
1108/ 3124
1.03 0.62 N.A.
Methanol Liquid 65 N.a. N.A. 1mg/NM3 N.A. 1.992 N.A. N.A.
Monomethyl amine Liquid 100 N.A N.A N.A N.A 0.85 0.62 N.A.
Propanoic acid Liquid 140.99 53 N.A N.A 3500/ 500 0.9954 2.56 N.A
Propanol Liquid 97.22 15 N.A N.A 1870/
67882.3 0.8053 2.07 5.3 ppm
Naphthalene Solid 218 88 N.A N.A 490/ 170 1.162 4.4 0.038
ppm Para Formaldehyde Solid N.A 70 N.A N.A 800/ 1070 1.46 1.03 N.A
Toluene Liquid 110.6 4.4444 N.A N.A 636/ 440 0.8636 3.1 1.6 ppm
1-ethyl-2-pyrrolidinone liquid
97 90.8 N.A N.A
N.a N.a N.a N.A
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 45
B. S. RANA M/s.VISHWA CHEMICALS
2.8. Proposed schedule for Approval and Implementation
In order to control and regulate the development of chemical project, a legal framework has been
developed by Govt. of India. Accordingly, several clearances and approvals shall be required to be
obtained from different Government and Statutory Agencies at various stages of development and
operation at phase of the project. Indicative list of Approvals /Clearances to be obtained from Govt.
Authorities for this project are as below:
1. Clearance for air and water pollution : GPCB
2. Water availability and use : GIDC Ankleshwar
3. Boiler pressure parts : Chief Inspector of Boiler
dimethyl sulfate Liquid 188 83.3 N.A N.A 140/ 45 1.3322 4.35 N.A
sodium methoxide Solid N.A 33 N.A N.A 2037 1.1 1.1 N.A
nitromethane Liquid 100.8 35 N.A N.A 940 1.14 2.11 N.A
MDC Liquid 39.75 N.A N.A N.A 1600/
52000 1.3266 2.93 214 ppm
sodium Solid 881.4 N.A N.A N.A N.A 0.97 N.A N.A
Diethyl melonate Liquid 199 93 N.A N.A 6400 1.055 5.52 N.A
urea Solid N.A N.A N.A N.A 8471 1.323 2.07 N.A
1‐chloromethyl
naphthalene solid 167 to 16
112 N.A N.A 890/ 2000 N.A N.A N.A
N‐methyl formamide liquid 199‐
201 111 N.A N.A 100/ 4 1.003 N.A N.A
Sodium hydride (50%
in parafin) liquid 142 ‐ 144
N.A N.A N.A N.A 1.52 N.A N.A
N,N‐
Dimethylformamide Liquid 153 57.778 N.A N.A 2800/9400 0.949 2.51 100 ppm
Hydrochloric acid Liquid 108.58 N.A N.A N.A 900/1108 1.1‐
1.19 1.267 0.25 to 10
ppm
Carbon powder 4826.6 N.A N.A N.A N.A 2 to 2.5 NIF N.A
Vanillin Solid 285 N.A N.A N.A 1400/>5010 1.056 5.2 N.A
Sulphuric Acid‐50% Liquid 100 N.A. N.A. N.A. 4280 1.3 3.4 N.A.
B. S. RANA
4. Pla
5. Ele
6. Co
2.9. Manu
2
In SS reacooling cirreaction mcentrifugenext batch
MATE
RAW
Formic
Ammon
Total
FLOW
F
ant Installati
ectricity Inst
onstruction L
ufacturing
2.9.1. Amactor, formrculation tilmixture at . Collect th
h and pack
ERIAL BALA
INPUT QU
W MATERIA
Acid
nia
W DIAGRAM
OR PROPOSED
ion
tallation
Labour
Process w
mmoniummic acid is
l pH is raisroom tem
he mother the wet ca
ANCE FOR
UANTITIES
ALS Q
7
2
10
M:
MANUFACTU
with Mass
Formatecharged.
sed up to 7mperature liquor as s
ake as finis
R PRODUC
QTY
30.0 Kg A
70.0 Kg M
00.0 Kg T
EIA REPORT
RING OF SYNT
Page 46
s Balance
e Start amm
7.0 to 7.5. to crysta
solution ofshed produ
T:
Ammonium
ML (ammon
Total
THETIC ORGAN
: Facto
: Electr
: Labou
monia gasKeep the llize & thef ammoniuuct ammon
OUTPUT
PRODUC
Formate
ium formate
NIC CHEMICAL
ry Inspector
ical Inspect
ur Commiss
s purging areaction men filter th
um formatenium forma
QUANTITI
CTS
e-Recycle)
LS
M/s.VISH
rate
torate
sioner
at 30 to 4mass for 1 he reactioe and it is ate.
IES
1
HWA CHEMI
400C undehr. cool the
on mass inrecycled in
QTY
900.0 Kg
100.0 Kg
1000.0 Kg
ICALS
er e n n
B. S. RANA
In SS reaccirculationmixture at Collect theand pack trequireme
MATE
RAW
Acetic A
Ammon
Total
FLOW
F
2.9.2.
ctor, aceticn till pH is r
room teme mother liqthe wet ca
ent.
ERIAL BALA
INPUT QU
W MATERIA
Acid
nia
W DIAGRAM
OR PROPOSED
Ammonc acid is chaised up toperature toquor as soke as finis
ANCE FOR
UANTITIES
ALS Q
7
2
10
M:
MANUFACTU
nium Acetarged. Stao 7.0 to 7.5o crystallizeolution of ahed produc
R PRODUC
QTY
79.0 Kg A
21.0 Kg M
00.0 Kg T
EIA REPORT
RING OF SYNT
Page 47
tate
art ammoni5. Keep thee & then fimmonium ct ammoni
T:
Ammonium
ML (ammon
Total
THETIC ORGAN
ia gas purge reaction lter the reaacetate anium acetat
OUTPU
PRODUC
acetate
ium acetate
NIC CHEMICAL
ging at 30 tmass for 1
action masnd it is recye or dry it
T QUANTIT
CTS
e-Recycle)
LS
M/s.VISH
to 400C un1 hr. cool thss in centrifycled in ne& pack it a
TIES
1
HWA CHEMI
nder coolinhe reactionfuge. ext batch as per
QTY
900.0 Kg
100.0 Kg
1000.0 Kg
ICALS
ng n
B. S. RANA
2.9
Charge prcomplies.
CHEM
MATE
IN
RAM
Propion
Ammon
Water
Total
FLOW
F
9.3 Ammo
opionic acUnload the
MICAL REA
ERIAL BALA
NPUT QUAN
AW ATERIALS
nic Acid
nia
W DIAGRAM
OR PROPOSED
onium Prop
id & water e liquid fini
ACTION:
ANCE FOR
NTITIES
S
6
1
4
11
M:
MANUFACTU
pionate
in reactorish produc
R PRODUC
QTY
09.0 Kg A
40.0 Kg
00.0 Kg
49.0 Kg T
EIA REPORT
RING OF SYNT
Page 48
. Start addct Ammoniu
T:
OUTPU
PRODU
Ammonium
Total
THETIC ORGAN
dition of amum Propion
UT QUANTI
UCTS
Propionate
NIC CHEMICAL
mmonia gasnate in car
ITIES
LS
M/s.VISH
s till the rearboys and p
1
1
HWA CHEMI
action pack it.
QTY
1149.0 Kg
1149.0 Kg
ICALS
B. S. RANA
2.9
Charge meat 30°-40°and dry th
CHEM
MATE
RAW
Methyl
Ammon
Total
FLOW
F
9.4. MET
ethyl acetoC till reacte wet cake
MICAL REA
ERIAL BAL
INPUT QU
W MATERIA
Acetoaceta
nia
W DIAGRAM
OR PROPOSED
HYL 3 AMI
oacetate intion over. Ce. Pack the
ACTION:
LANCE FOR
UANTITIES
ALS Q
ate 11
16
12
M:
MANUFACTU
NO CROTO
n reactor atCool the ree dry mate
R KG PROD
QTY
26.0 Kg M
5.0 Kg M
E
91.0 Kg T
EIA REPORT
RING OF SYNT
Page 49
ONAT
t room temeaction masrial in bags
DUCT:
Methyl 3 Am
Mother Liquo
Evaporation
Total
THETIC ORGAN
mp. Start chss to crystas as finish
OUTPUT
PRODUC
mino Crotona
or (M3AC-R
Loss
NIC CHEMICAL
harging of aallize. Cenproduct.
T QUANTIT
CTS
ate
Recycle)
LS
M/s.VISH
ammonia intrifuge the
IES
1
1
1
1
HWA CHEMI
in reactor e mass
QTY
1013.0 Kg
75.0 Kg
03.0 Kg
1291.0 Kg
ICALS
B. S. RANA
2.9.5. SO
Charge 2-at 30° to 4the reactio
CHEM
MATE
RAW
2-Ethyl
Caustic
Total
FLOW
F
ODIUM-2-E
Ethyl Hexa40°C till pHon mass to
MICAL REA
ERIAL BALA
INPUT QU
W MATERIAL
Hexanoic Ac
soda
W DIAGRAM
OR PROPOSED
ETHYL HEX
anoic acid H is raised uo crystallize
ACTION:
ANCE FOR
UANTITIES
LS Q
cid 2
3
M:
MANUFACTU
XANOATE
in SS reacup to 9.0 toe. Then mu
R KG PROD
QTY
289.0 Kg S
80.0 Kg E
369.0 Kg T
EIA REPORT
RING OF SYNT
Page 50
ctor and ado 9.5. Afteultimill the
DUCT:
Sodium 2 Eth
Evaporation L
Total
THETIC ORGAN
dd caustic r completiopowder an
OUTPU
PRODUC
hyl Hexanoat
Loss
NIC CHEMICAL
soda (Sodon of the rend pack it.
UT QUANTIT
TS
e
LS
M/s.VISH
dium Hydroeaction vac
TIES
HWA CHEMI
oxide) in it cuum dry
QTY
333.0 Kg
36.0 Kg
369.0 Kg
ICALS
B. S. RANA
2.9.6 SO
In SS 400C ufor 1 hreactioand itsodium CHEM
MATE
RAW
Formic
Sodium
F
ODIUM FO
reactor, founder coolhr. cool theon mass int is recyclem formate.
MICAL REA
ERIAL BAL
INPUT QU
W MATERIA
Acid
m hydroxide
OR PROPOSED
ORMATE
ormic acid ing circulae reaction n centrifuged in next
ACTION:
LANCE FOR
UANTITIES
ALS Q
7
e 6
MANUFACTU
is chargeation till pH
mixture age. Collect t batch. D
R PRODUC
QTY
30.0 Kg S
35.0 Kg M
EIA REPORT
RING OF SYNT
Page 51
d. Add So is raised u
at room tem the mothe
Dry the we
CT:
Sodium Form
ML (Recycle
THETIC ORGAN
odium hydrup to 7.0 tomperature er liquor aet cake an
OUTPUT
PRODUC
mate
e)
NIC CHEMICAL
roxide flakeo 7.5. Keepto crystall
as solution nd pack th
T QUANTIT
CTS
LS
M/s.VISH
es lot wisep the reactize & then of sodiumhe finished
IES
1
HWA CHEMI
e at 30 to tion mass
n filter the m formate d product
QTY
1000.0 Kg
330.0 Kg
ICALS
B. S. RANA
Total
FL
2.9.7 ME
In SS reacwater circuunload the
CHEM
MATE
RAW
Methan
Ammon
Total
F
LOW DIAGR
ETHANOLIC
ctor, methaulation till ie mass to p
MICAL REAC
ERIAL BALA
INPUT QU
W MATERIA
nol
nia
OR PROPOSED
13
RAM
C AMMONI
anol is chat compliespack in car
CTION:
ANCE FOR
UANTITIES
ALS Q
8
1
10
MANUFACTU
2E
65.0 Kg T
IA
rged. Startthe perce
rboys or dr
R PRODUC
QTY
81.0 Kg M
19.0 Kg
00.0 Kg T
EIA REPORT
RING OF SYNT
Page 52
251 Kg wateEvaporation
Total
t ammoniantage. Oncrum.
T:
Methanolic A
Total
THETIC ORGAN
er, 79 Kg soloss
a gas purgice the des
OUTPUT
PRODUC
Ammonia
NIC CHEMICAL
odium forma
ng at 10-1ired perce
T QUANTIT
CTS
LS
M/s.VISH
ate
1
50C underntage ach
IES
1
1
HWA CHEMI
35.0 Kg
1365.0 Kg
r chilled ieved
QTY
1000.0 Kg
1000.0 Kg
ICALS
B. S. RANA
FLOW
2.9.8 ME
In SS reacunder chillachieved u
CHEMICA
MATERIAL
RAW
Methan
Monom
Total
F
W DIAGRAM
ETHANOL
ctor, methaled water cunload the
AL REACTIO
L BALANCE
INPUT QU
W MATERIA
nol
methyl amine
OR PROPOSED
M:
LIC MONO
anol is chacirculation mass to p
ON:
E FOR PRO
UANTITIES
ALS Q
8
e 2
10
MANUFACTU
METHYLA
rged. Starttill it comp
pack in carb
ODUCT:
QTY
00.0 Kg M
00.0 Kg
00.0 Kg T
EIA REPORT
RING OF SYNT
Page 53
AMINE
t Monometlies the peboys or dru
Methanolic M
Total
THETIC ORGAN
thyl amine ercentage. um.
OUTPUT
PRODUC
MMA
NIC CHEMICAL
gas purginOnce the d
T QUANTIT
CTS
LS
M/s.VISH
ng at 10-15desired pe
IES
1
1
HWA CHEMI
50C ercentage
QTY
1000.0 Kg
1000.0 Kg
ICALS
B. S. RANA
FLOW DIA
2.9.10. P
Charge prcomplies. carboys or
CHEMICA
MATERIA
RAW
Propan
Propan
Total
F
AGRAM:
PROPYL P
opanoic acCool the mr drum.
AL REACTIO
L BALANC
INPUT QU
W MATERIA
noic acid
nol
OR PROPOSED
PROPIONAT
cid and promass to 25
ON:
CE FOR PR
UANTITIES
ALS Q
10
8
19
MANUFACTU
TE
opanol in a°C. separa
ODUCT:
QTY
50.0 Kg P
53.0 Kg W
E
03.0 Kg T
EIA REPORT
RING OF SYNT
Page 54
a reactor. Hate out wat
Propyl propi
Water ( Reu
Evaporation
Total
THETIC ORGAN
Heat the mter. Remai
OUTPUT
PRODUC
onate
se)
loss
NIC CHEMICAL
ass to refluning produ
T QUANTIT
CTS
LS
M/s.VISH
ux till reactuct to pack
IES
1
1
HWA CHEMI
tion k in
QTY
1600.0 Kg
255.0 Kg
48.0 Kg
1903.0 Kg
ICALS
B. S. RANA
FLOW DIA
2.9.11. C
Charge namaintain ti(22%) layemethyl nap
CHEMICAL
MATERIAL
RAW
Naphth
Para Fo
F
AGRAM:
Chloro Met
aphthaleneill reaction er to other phthalene
L REACTIO
L BALANCE
INPUT QU
W MATERIA
halene
ormaldehyd
OR PROPOSED
hyl Naphth
e, paraformcompletesvessel. Ch80% finish
ON:
E FOR PRO
UANTITIES
ALS Q
8
de 1
MANUFACTU
halene In To
maldehyde s. Cool theharge Toluh product. P
ODUCT:
QTY
00.0 Kg 1
87.5 Kg H
EIA REPORT
RING OF SYNT
Page 55
oluene
and HCl (3e reaction muene to remPack it to H
Chloro Me
HCl (22%)
THETIC ORGAN
34%) in reamass and smaining reaHDPE Dru
OUTPUT
PRODUC
ethyl Naphth
NIC CHEMICAL
actor. Heatsettle and saction masm.
T QUANTIT
CTS
halene in to
LS
M/s.VISH
t to 800C aseparate t
ss to make
IES
luene 1
1
HWA CHEMI
and he HCl 1 chloro
QTY
1903.0 Kg
1884.5 Kg
ICALS
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 56
B. S. RANA M/s.VISHWA CHEMICALS
HCl (34%) 2000.0 Kg
Toluene 800.0 Kg
Total 3787.5 Kg Total 3787.5 Kg
B. S. RANA
2.9.12.
Charge NEreaction mremaining the reactiobags as fin
CHEM
MATE
RAW
1-ethyl-
dimethy
sodium
nitrome
MDC
Toluen
Total
F
N-ETHY
E2P,DMS, mass at 25°
methanol.on mass. Cnish produ
MICAL REA
ERIAL BALA
INPUT QU
W MATERIA
-Z-pyrrolidin
yl sulfate
m methoxide
ethane
e
OR PROPOSED
YL -2 –NITR
Sodium m°C for 8 hrs. Distill out
Centrifuge tct.
ACTION:
ANCE FOR
UANTITIES
ALS Q
none 3
3
e 4
2
12
1
26
MANUFACTU
ROMETHY
methoxide &s. Charge dichloro m
the mass a
R KG PROD
QTY
00.0 Kg N
36.0 Kg M3e
86.0 Kg 3
20.0 Kg M1lo
00.0 Kg T1M
50.0 Kg D
92.0 Kg T
EIA REPORT
RING OF SYNT
Page 57
LENEPYRR
& Nitro meDichloro m
methane coand dry the
DUCT:
N-ethyl-2-nit
Methanol 350 kg methevaporation 377 kg sodiu
MDC 120 kg reco
oss Toluene ML
40 kg tolueMDC Drying loss
Total
THETIC ORGAN
ROLIDINE
ethane in remethane toompletely. e wet cake
OUTPUT
PRODUC
tromethylen
hanol recoveloss, 122 k
um sulphate
overy, 60 kg
ene, 40 kg N
NIC CHEMICAL
eactor. Mixthe reactoAdd toluen. Pack the
T QUANTIT
CTS
nepyrrolidine
ery, 20 kg kg dimethyl ee, 73 kg imp
g evaporatio
NE2NMP, 2
LS
M/s.VISH
x and mainor & separane to react
e dry mater
TIES
e
ether. purity
1on
0 kg
2
HWA CHEMI
ntain the ate out tor.mix rial in
QTY
325.0 Kg
492.0 Kg
450.0 Kg
1180.0 Kg
200.0 Kg
45.0 Kg
2692.0 Kg
ICALS
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 58
B. S. RANA M/s.VISHWA CHEMICALS
FLOW DIAGRAM:
NEAP – 300 Kg DMS - 336 Kg
Sodium methoxide – 486 Kg Nitro methane – 220 Kg
MDC – 1200 kg
942 kg Methanol layer 1120 kg MDC Recovery, 60 kg evap. loss
Recovery, 60 kg evap. loss
200 kg toluene ML (to be recover & reuse)
45 kg evaporation loss
1 342 kgMix heat & Cool &
MeOH recovery
Centrifuge
Wet cake KG 370
Drying
kg 325Packing
2542 kgseperation &
MDC recovery
570 kgMix
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 59
B. S. RANA M/s.VISHWA CHEMICALS
2.9.13. BARBITURIC ACID
Charge methanol to reactor then charge sodium metal to it lot wise while chilling water circulation to jacket.mix the mass. Now charge diethyl melonate & urea to it.heat the reaction mass to 70-80°C & maintain for 8 hours.Distill out methanol completely.Now charge water & then HCl to the reaction mass to recrystallize the product. Centrifuge the mass and dry the wet cake. Pack the dry material in bags as finish product.
CHEMICAL REACTION: C7H12O4 + CH4N2O + CH3ONa + HCl C4H4N2O3 + C2H6O + CH3OH + NaCl
Diethyl Urea sodium Hydrochloric Barbituric Ethanol Methanol Sodium malonate Methoxide Acid Acid Chloride
MATERIAL BALANCE FOR KG PRODUCT:
INPUT QUANTITIES OUTPUT QUANTITIES
RAW MATERIALS QTY PRODUCTS QTY
Methanol 2176.0 Kg Barbituric acid 360.0 Kg
sodium 85.0 Kg Mix solvent
2502.0 Kg 2102 kg methanol,275 kg ethanol, 125 kg evaporation loss
Diethyl melonate 531.0 Kg Mother Liquor 1798.0 Kg 1245 kg water, 359 kg HCl, 194 kg
sodium chloride urea 208.0 Kg Drying Loss 80.0 Kg
Water 1260.0 Kg HCl 480.0 Kg
Total 4740.0 Kg Total 4740.0 Kg
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 60
B. S. RANA M/s.VISHWA CHEMICALS
FLOW DIAGRAM:
Methanol – 2176 Kg sodium - 85 Kg
Diethyl melonate – 531 Kg Urea – 208 Kg
2502 kg Methanol+ethanol Recovery water – 1260 kg
HCl – 480 kg
1798 kg ML separation by dist process
80 kg evaporation loss
3000 kgMix heat & Cool &
MeOH recovery
Centrifuge
Wet cake 440 KG
Drying
kg 360Packing
2238 kgChilling &
Recrystellization
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 61
B. S. RANA M/s.VISHWA CHEMICALS
2.9.14. N-METHYL-1-NAPHTHALENE METHANEAMINE
Step-1: Charge N,N-Dimethylformamide to reactor then charge sodium hydride (50% inparafin oil) to it lot wise while chilling water circulation to jacket.mix the mass. Now charge N-methyl formamide to it. Maintain the reaction mass at 25-30°C. Now charge 1chloromethylnaphthalene solution in toluene. Maintain the reaction mass at 40-45°C.Once the reaction is over quench the mass to water. Add toluene to reaction mass & extract with toluene. Separate organic layer & distill out toluene completely to get N-methyl-N(1-Naphthylmethyl)-formamide which is directly used in next step. Step-2: To the reactor containing N-methyl-N-(1-naphthylmethyl)-formamide charge 20% aqueous sodium hydroxide and heated at 60-70°C for a period of 7hr. Cool the reaction mass and extract with toluene. Separate organic layer and extract with Hydrochloric acid. Decolorize the aqueous layer with activated charcoal. Filter the mass & collect the filtrate. Add 20% aqueous sodium hydroxide and toluene to it. Separate the organic layer. Distill out toluene completely to get Methyl-1-naphthalene-methaneamine. Pack to carboys.
CHEMICAL REACTION:
C11H9Cl + C2H5NO + NaH C13H13NO + NaCl + H2
1-chloromethyl N-methyl Sodium N-methyl-N-(1-naphthyl Sodium Hydrogen naphthalene formamide hydride methyl)-formamide chloride
MATERIAL BALANCE FOR KG PRODUCT:
INPUT QUANTITIES OUTPUT QUANTITIES
RAW MATERIALS QTY PRODUCTS QTY
1-chloromethyl naphthalene
100.0 Kg N-methyl-N-(1-Naphthylmethyl)-formamide
132.0 Kg
N-methyl formamide 50.0 Kg
Aqueous layer
785.0 Kg 500 kg water, 236 kg DMF, 16 kg paraffin oil, 33 kg sodium chloride
Sodium hydride (50% in parafin)
32.0 Kg Toluene recovery 493.0 Kg
N,N-Dimethylformamide
236.0 Kg Evaporation Loss 26.0 Kg
Toluene 519.0 Kg Hydrogen gas 1.0 Kg Water 500.0 Kg
Total 1437.0 Kg Total 1437.0 Kg
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 62
B. S. RANA M/s.VISHWA CHEMICALS
FLOW DIAGRAM:
DMF – 236 Kg Sodium hydride - 32 Kg ( 50% in paraffin oil) N-methyl formamide – 50 Kg 1-CMN – 100 Kg Toluene – 86.5 Kg
1 kg Hydrogen gas evolved water – 500 kg toluene – 432.5 kg
785 kg Aq. Layer separation by dist. Process.
519 kg toluene recovery
132 Kg N-methyl-N-(1-Naphthylmethyl)-formamide directly used in next stage
504.5 kgMix heat & Cool
1436 kglayer
separation
651 kgDistillation
132 kgStage-1
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 63
B. S. RANA M/s.VISHWA CHEMICALS
2.9.15. VERATRALDEHYDE Charge water and vanillin to reactor. Add sodium hydroxide and dimethyl sulfate.Mix the reaction mass. Add sulphuric acid to the reaction mass.Once the reaction completes settle down the mass for one hour. Discard the water layer and crystallize the organic layer. Centrifuge the mass & dry it. Pack the product.
CHEMICAL REACTION:
C8H8O3 + 2NaOH + (CH3)2SO4 C9H10O + CH3OH + Na2SO4 + H2O
Vanillin Sodium Dimethyl Veratraldehyde Methanol Sodium Water hydroxide sulphate sulphate
MATERIAL BALANCE FOR KG PRODUCT:
INPUT QUANTITIES OUTPUT QUANTITIES
RAW MATERIALS QTY PRODUCTS QTY
Vanillin 325.0 Kg 3,4-dimethoxybenzaldehyde 300.0 Kg
Water 571.0 Kg Aquous Layer
1009.0 Kg 65 kg methanol,304 kg sodium sulphate, 590 kg water, 50kg sulphuric acid
Sodium hydroxide 171.0 Kg Mother Liquor 37.0 Kg 10 kg water, 2 kg methanol, 25 kg
3,4dimethoxybenzaldehyde Dimethyl sulphate 269.0 Kg Drying Loss 42.0 Kg
Sulphuric Acid-50% 52.0 Kg Total 1388.0 Kg Total 1388.0 Kg
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 64
B. S. RANA M/s.VISHWA CHEMICALS
FLOW DIAGRAM:
Vanillin – 325 Kg
Water - 571 Kg Sodium hydroxide – 171 Kg
Dimethyl sulphate – 269 Kg
1336 kgMix & heat
Centrifuge
Wet cake 342 KG
Drying
300 kg Packing
1388 kgMix, Settle & Seperate
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 65
B. S. RANA M/s.VISHWA CHEMICALS
2.10. Plant Infrastructure And Basic Requirements
2.10.1. List of plant machinery
Table 2.5 Details of plant machinery
SR No Name of Equipment
Equipment ID Capacity
Quantity
1 Glass line Recactor with Column & H.E GLR-1 3.00 KL 01
2 SS Reactor SSR-1 2.00 KL 01
3 SS Reactor with vapour column & HE SSR-2 2.00 KL 01
4 Glass Assembly GA-1 50 Ltr 01
5 SS Centrifuge SCF-1 36” 01
6 SS Centrifuge SCF-2 48” 01
7 Tray Dryer TD-1 48 trays 01
8 SS Tray Dryer TD-2 48 trays 01
9 Vacuum Tray Dryer VTD-1 24 trays 01
10 Multi mill MM-1 - 01
11 SS Tray Crystallizer SSTC-1 1.5 KL 01
12 SS Bowl Vaporizer with blower SSV-1 1.0 KL 01
13 Boiler BOI-1 400 Kg 01
14 Cooling Tower CT-1 150TR 01
15 Water jet Vacuum System WV-1 10HP 01
16 Air Compressor AC-1 - 01
17 Storage Tank HT-1 10 KL 01
18 Scrubber SCR-1 - 01
2.10.2. Water requirement
During Operation phase:
The total fresh water requirement during the operation phase for the proposedproject will be 5.0
KLD.Main source of water supply will meet through Ankleshwar GIDC.
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 66
B. S. RANA M/s.VISHWA CHEMICALS
Table 2.6 Water Consumption& wastewater generation details
Sr.
No. Purpose
Water Consumption, KLD Wastewater Generation, KLD
Existing Proposed Recycled
Water Total Existing Proposed Total
1.
Domestic
(Including
Flushing)
2.0 0.0 - 2.0 1.5 1.5 3.0
2. Gardening 1.0 1.0 - 2.0 0.0 0.0 0.0
3. Industrial
a Industrial
Processing 2.5 2.0 - 4.5 0.0 0.0 0.0
b. Industrial
cooling 0.5 0.2 - 0.7 0.0 0.0 0.0
c. Boiler 1.0 1.5 - 2.5 0.0 0.0 0.0
d.
Washing
(Equipment
+Floor
Washing)
0.05 0.35 0.35* 0.35 0.05 0.35 0.35*
e. Others 0.95 0.0 - 0.95 0.0 0.0 0.0
Total (Industrial) 5 4 - 9 0.0 0.0 0.0
Total (1+2+3) 8 5 - 13 1.5 1.5 3
Notes
*The water comes from washing process. it will be collected in the collection tank and stored water is
being reused in production process.
B. S. RANA
All figures a
2.1
The Total p
back-up wil
additional e
F
are express
10.3. Pow
power requi
ll be provide
electricity w
Sr. No
1
2
OR PROPOSED
ed in KLD.
wer requirem
rement will
ed from DG
ill be requir
o.
T
MANUFACTU
W
Figure 2
ment
be 50HP.T
G Sets havin
ed for propo
Table
Particular
Total Dema
Back-up
EIA REPORT
RING OF SYNT
Page 67
WATER BAL
2.5 Water B
The main so
ng capacity
osed projec
e 2.7 Powe
rs
and T
THETIC ORGAN
LANCE
Balance Dia
ource of pow
of 65 KVA
ct.
er requirem
Source
Torrent Pow
Ltd
D.G. set
NIC CHEMICAL
agram
wer is Torre
in case of p
ent
wer
t
LS
M/s.VISH
ent Power a
power failur
Powerin
KVA
50 HP
65
Reuse
HWA CHEMI
ahmedabad.
e. Therefore
ICALS
. The
e, no
EIA REPORT
FOR PROPOSED MANUFACTURING OF SYNTHETIC ORGANIC CHEMICALS
Page 68
B. S. RANA M/s.VISHWA CHEMICALS
2.10.4. Fuel requirement
Natural Gas being used as a fuel for Boiler.Diesal is being used in D.G set. Therefore, no additional
fuel will be required for proposed project. In rainy season / at night online heater is used to enhance the
temperature of water as per requirement.
Table 2.8 Fuel Consumption Details
Sr No
Details Stack Height (Mtr)
Fuel Used
Fuel Consumption
Rate
APCM
1 Boiler 9.0 Natural
Gas
300 M³/Day -
2.10.5. Manpower requirement
During Operation phase:
There is 2 nos. of people currently working and there will be around 3 people requirement for the
proposed new manunfaturing project.
Thus total man power will be 5 nos.
2.11. Emission, Effluent Generation & Waste Generation with Control System
2.11.1. Air Emission
Scrubber is installed for process gaseous emissions. Adequate stack heights are provided for flue gas
emissions from boiler. Details of stack are shown in below table:
Table 2.9 Details of Flue gas Stacks
Sr. No Stack attach to
Stack Height (Mtr)
Fuel Used
Fuel Consumption rate
APCM Pollutants
1. Boiler 9.0 Natural Gas
300 M3/day N.A. SPM < 150 mg/Nm3 SO2 < 100 ppm NOx < 50 ppm
B. S. RANA
2.11.
Source of
The effluen
i) Pro
ii) Bo
iii) C
iv) P
2.11.3
Sr.No
F
Sr. No.
1.
P(apo
.2. Efflue
Effluent wa
nt is generat
ocessing
iler Blow Do
Cooling Tow
Plant Floor W
3. Efflue
TheprocessTank m
o.
OR PROPOSED
T
Stack Attached to
Process Sta(From reactand vacuumpump outlet)
ent generat
ater:
ted from so
own
wer Purging
Washing
ent Treatm
e effluent wis again. He
meter will be
MANUFACTU
Table 2.10
StackHeigh(m)
ack tors m
9.0
tion and its
urces:
ment Plan
ll generate nce only coprovided.
ETP Pr
Name
EIA REPORT
RING OF SYNT
Page 69
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EIA REPORT
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Page 70
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EIA REPORT
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Page 71
B. S. RANA M/s.VISHWA CHEMICALS
2.11.6. Details of Solids Waste
During Operation Phase:
Total domestic waste will be generated during the operation phase is about 2.5 kg/day. The generated
waste that is bio-degradable waste (1.5 kg/day) and Non bio degradable waste (1.0 kg/day) will be
handed over to authorized vendors or sent to disposal site as per Solid Waste Management Rules,
2016.
2.12. Green Belt Development
Total 257 m2 area will be earmarked as green belt in premises. Suitable local plants of variety of
species are planted with adequate spacing.
2.13. Rain Water Harvesting
Rainwater harvesting is already provided in the project to conserve the storm water. Adequate care
has been taken while making efficient planning for percolation of rainwater into the sub- surface
without directly draining it outside and conserving maximum extent of rain water within the facility.
In order to allow percolation of rainwater into the ground, rainwater harvesting structures along the
boundary of the project has been provided to enhance the groundwater potential while raising the
water table in the area.
Run off from the proposed project site is calculated using rational formula:
Q= C x I x A
Q = Run-off in m3/hr
A = Catchment Area (sq.mt) C = Coefficient of Run-off
I = intensity of Rainfall in m/hr
Table 2.13 Annual Runoff
Land use type Area (m2) Coefficient runoff Rainfall (m)Quantity of rain
water (M3)
Roof top area 289 0.8 0.852 196.98
Paved Area 264.75 0.6 0.852 135.34
Green Area/Open
space 257
0.3
0.85265.69
Total 810.75 - 0.852 398.01
Harvested water is collected in underground tank with capacity of 15 m3 (5 m x 1.5 m x 2 m) & used for
gardening and firefighting purpose
EIA REPORT
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B. S. RANA M/s.VISHWA CHEMICALS
CHAPTER 3. DESCRIPTION OF ENVIRONMENT
3.1. Introduction
The baseline environmental qualities of various environmental components like air, noise, water, land,
flora and fauna and socio-economic form an important and integral part of any environmental study. The
baseline data forms the basis for predicting/assessing the environmental impacts of the proposed
project. The baseline environmental quality is assessed through field surveys within the impact zone as
well as secondary data for various components of the environment, viz., air, noise, water, land and
socio-economics.
M/s Vishwa Chemicals is proposing manufacturing of new products in existing facility at Plot No
4801/A/13, G.I.D.C. Ankleshwar, Dist: Bharuch .The coordinates of site are Latitude 21°61'80.22" N and
Longitude 73°03'81.92" E.
The present report comprises the data collected during the sampling period of three months, from
March’17 to May’17. Various environmental components were monitored and samples were analyzed.
The baseline quality of various components of the environment, viz. air, noise, water, land, biology,
meteorological and socio-economic is assessed within the impact zone of about 10 km around the
proposed site. Secondary data has also been incorporated from authentic sources viz.
Government/Non-Governmental Agencies, Universities, Indian Meteorological Department (IMD),
Ground Water Board etc. Various environmental components were monitored and samples analyzed.
3.2. Methodology
The methodology for conducting the baseline environmental survey has been obtained from the
guidelines provided in the “EIA Guidance Manual for Synthetic organic chemicals Industry” issued by the
Ministry of Environment and Forests (MoEF). Environmental attributes and frequency of monitoring is
given in Table 3.1.
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B. S. RANA M/s.VISHWA CHEMICALS
Table 3.1 Environmental Attributes & Frequency of Monitoring
Sr. No.
Attribute Parameters No. of
Sampling Locations
Frequency of Monitoring / Data Collection
1 Meteorology Wind speed & direction, temperature, relative humidity, rainfall
Project Site
Data collected from IMD.
2 Ambient air quality
PM10,PM2.5, SO2, NOX, CO, NH3, HC, Pb, Ozone, Benzene, Benzopyrene, Arsenic, Nickel.
8
24 hourly samples twice a week. CO and O3 8 hourly samples twice a week.
3 Noise levels Noise levels in dB (A) Leq.
8
At least one day in a season for day time and night time on a working & nonworking day.
4 Surface water quality
Physical, chemical and bacteriological parameters including pH, temperature, turbidity, magnesium hardness, total alkalinity, chloride, sulphates, fluoride, salinity, DO, BOD, COD, Heavy metals, Total coliforms, fecal coliforms,
3 Once in a season.
5 Groundwater quality
Physical, chemical and bacteriological parameters including pH, temperature, turbidity, magnesium hardness, total alkalinity, chloride, sulphates, fluoride, salinity, DO, BOD, COD, Heavy metals, Total coliforms, Fecal coliforms,
8 Once in a season.
6 Biological environment
Existing flora and fauna. Study Area
Through field visits and substantiated through secondary data sources.
8 Soil characteristics
Physical, chemical and biological parameters to assess agricultural and afforestation potential including pH, Permeability, Electrical conductivity, Nitrites, Phosphates, TPH, Fluorides, Heavy metals, SAR, Total hydrocarbons and cation exchange capacity.
8 Once in a season.
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B. S. RANA M/s.VISHWA CHEMICALS
Sr. No.
Attribute Parameters No. of
Sampling Locations
Frequency of Monitoring / Data Collection
9 Land use / Land Cover
Land use for different land use Classifications.
Study Area
Land use / Land Cover Analysis using satellite imaging and GIS Technique
10 Socio-economic
Environment
Socio-economic characteristics, labour force characteristics, population statistics existing amenities in the study area and quality of life.
Study Area
Based on field survey and data collected from Census of India
3.3. Topography
Ankleshwar is located near South side of Gujarat; therefore, most of the land is dry and arid in
nature. Moreover, the topography of Gujarat is characterized by the small hilly tracts especially
around the Rann of Kutch region. Thus spread over a vast area, the topography of Gujarat is
divided into 3 major regions, namely, (1) The Peninsular - the region, which is also known as
Saurashtra, is essentially a hilly tract. (2) The Kutch - It is a barren and rocky area containing
the great Rann. The Rann is further divided into the Greater Rann and the Lesser Rann. (3)
The mainland that extends from the Rann of Kutch and the Aravalli hills to the river
Damanganga. The Gujarat has six major drainage systems namely, (1) Narmada River, (2)
Sabarmati River, (3) Tapi, (4) Purna, (5) Damanganga, (6) Rukmavati, etc.
B. S. RANA
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EIA REPORT
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aphic Map o
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EIA REPORT
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B. S. RANA M/s.VISHWA CHEMICALS
no hills or hillocks in the study area. The entire area of the district is underlain by the basaltic
lava flows of upper Cretaceous to lower Eocene age. The shallow alluvial formation of Recent
age also occurs as narrow stretch along the major rivers flowing in the area. A map depicting
the hydrogeological features is shown in Figure 3.3. Central Ground Water Board monitors
water levels in the district.
B. S. RANA
F
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OR PROPOSED
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MANUFACTU
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EIA REPORT
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Page 77
evels in Ankle
THETIC ORGAN
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NIC CHEMICAL
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LS
M/s.VISHHWA CHEMI
ICALS
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B. S. RANA M/s.VISHWA CHEMICALS
3.5. Geomorphology & Soil types
Soils may be defined as a thin layer of earth crust that serves as a natural medium for the
growth of plants. It is the unconsolidated mineral factors. Soils serve as a reservoir of nutrients
for plants and crops. It also provides mechanical anchorage and favorable filth.
The study area has alluvial sandy loamy soil locally known as Goradu (or Gorat) or Bhatta.
Goradu are nothing but alluvial soils of older origin while Bhatta soils are of recent origin
deposited chiefly along the banks of river. The soils of this group are very deep, well drained,
fine soils on very gently sloping alluvial plain with moderate erosion; associated with deep,
moderately well drained, calcareous, fine-loamy soils with moderate erosion.
3.6. Hydrogeology
The geology of the area is underlain by recently placed alluvium, brown sand and millolite sand.
As per the Geo-Environmental Regions of Gujarat, the study area falls in the Northern Alluvial
Plains.The average elevation of thestudyarea is about 72 m above mean sea level. There are
no hills or hillocks in thestudy area. The entire area of the district is underlain by the
basalticlavaflow so fupper Cretaceousto lower Eoceneage. The shallow alluvial formation of
Recentage also occurs as narrow stretcha long the major rivers flowing in the area.
3.7. Seismology
According to the seismic-zoning map of India, the project area falls in Zone III-Moderate Risk zone of
seismicity. The region has experienced quite of few earthquakes from past decades.
As per the Seismic Zone classification by IS 1893 (Part-I): 2002, Ankleshwar falls under
Seismic Zone III (Figure 3.2) which falls under Moderate Risk Zone.
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EIA REPORT
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Page 79
.2 Seismic
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EIA REPORT
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Page 80
nd Use Cla
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B. S. RANA M/s. vishwa chemicals
3.9. Meteorology
Observation on Meteorology: The meteorological parameters play a vital role in transport and
dispersion of pollutants in the atmosphere.
3.10. Climate: The climate of Gujarat is varied, as it is moist in the southern districts
and dry in the northern region. The Arabian Sea and the Gulf of Khambhat in the west
and the forest-covered hills in the east soften the rigours of climatic extremes,
consequently reducing the temperature and render the climate more pleasant and
healthy. The mean minimum temperature is about 20°C and means maximum
temperature is about 42°C. The normal annual rainfall over the district about 852 mm.
3.11. Relative Humidity: The mean monthly average of Relative Humidity values for
Ankleshwar station was recorded & Relative Humidity is generally high during the
period from March to May, 2017. The diurnal variations are least during monsoon
season. The diurnal variation is highest during summer period. Relative humidity is
maximum 76 % and minimum 28 %.
3.12. Cloudiness: The skies are heavily clouded to overcast during the south-west
monsoon season. In May and October, the clouding is moderate. Clear or very lightly
clouded skies are common in the rest of the year.
Winds: Wind data are as mentioned in table No. 3.2
Regional Meteorology:
https://www.worldweatheronline.com/Ankleshwar-weather-averages/gujarat/in.aspx
Table 3.2 Climatology (Year : 2016)
Month
Mean Daily Maximum
Temperature (0C)
Mean Daily Minimum
Temperature (0C)
Mean Daily Temperature
(0C)
Relative Humidity
(%)
Mean wind
Speed (Km/h)
Average Rainfall
(mm)
January 34 20 28 29 7.4 0
February 36 22 30 28 7.4 0
March 39 27 34 27 7.8 0.6
April 40 29 36 35 9.6 0.6
May 41 30 37 50 13 1.1
June 39 30 35 59 14.1 32.38
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B. S. RANA M/s. vishwa chemicals
July 34 27 31 73 12.3 357.05
August 31 26 29 82 11.6 330.32
September 33 26 31 76 7.8 62.31
October 35 24 31 60 6 26.83
November 35 21 29 28 6.5 0
December 34 20 28 28 7.2 0
(Source: IMD,Nashik)
Site Specific Micro-Meteorological Data of the Study Area:
Site specific climatic condition refers to weather conditions comprising of temperature, relative
humidity, wind speed, rainfall, cloud cover etc. This determines the baseline conditions and
probable impacts on environmental parameters with respect to the Project. The site specific
climatic conditions are given below in below table:
Table 3.3 Site Specific Meteorological data
Month
--
Temperature
(°C)
Relative
Humidity
(%)
Wind
Speed
(m/h)
Wind
Direction
(Blowing
from)
Rainfall
(mm)
March ‟17
Min 25 25 7.6 NE to SW
0.0 Max 39
Average 33
April ‟17
Min 27 36 10.3 NE to SW
0.0 Max 41
Average 35
May‟17
Min 30 52 9.6 NE to SW
0.0 Max 38
Average 35
Wind Rose
The wind direction is predominantly from SW to NE. Diurnal shift in wind direction was not observed during studyperiod. The wind rose diagram prepared from data collected at site is shown in Figure.
B. S. RANA
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Page 83
nd Rose (W
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CHEMICALS
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/s. vishwa chemicals
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B. S. RANA M/s. vishwa chemicals
Wind Speed Data of Study Area
Meteorological Parameter
Month March’17 April’17 May’17
Wind Speed (km/h)
Min. 0 0 0
Max. 10 12 5.03
Avg. 3.5 4 9.5
(Source: Online Surat Airport Station)
Ambient Air Quality
Reconnaissance: The quality of ambient air depends upon the background concentrations of
specific contaminants, the emission sources and meteorological conditions. The study on
baseline ambient air quality status in the project area is an essential and primary requirement
for assessing the impacts on air environment due to any proposed developmental activity.
The baseline studies on air environment include identification of specific air pollution
parameters expected to have significant impacts and assessing their existing levels in ambient
air within the impact zone. To assess the baseline status of ambient air quality in the study
area, monitoring is undertaken to ascertain the baseline pollutant concentrations in ambient air.
Methodology for air Monitoring: AAQM was carried out and AAQM locations were monitored
on 24 hourly average bases twice in a week as per guidelines of CPCB and NAAQS.
Theconventional and project specific parameters such as particulate matter PM10 (size less
than 10 µm), particulate matter PM2.5 (size less than 2.5µm), Sulphur Dioxide (SO2) & Oxides
of Nitrogen (NOx) were monitored.
Selection of Stations for Sampling: For EIA, the purpose is to ascertain the baseline
pollutant concentrations in ambient air. Accordingly, the criterion can be selected to ascertain
quality of air on human settlements or environmentally sensitive areas if any located in the 10
km radius study area.
The locations for AAQM study were selected within the 10 km radius of the proposed plant
installation. Ambient air quality was monitored on 8 locations to generate representative
ambient air quality data.
B. S. RANA
(Source: G
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AAQ4
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Page 85
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B. S. RANA M/s. vishwa chemicals
AAQ7 Kapodra 3.66 W Residential
AAQ8 Piraman 4.32 NNW Residential
AAQ9 motali 3.34 NE Residential
(Source: Analysis during study period, GCI)
Table 3.5: Results for Location of AAQ stations
Parameters ParticularLocation
A1 A2 A3 A4 A5 A6 A7 A8 A9 PM 10 in μg/m3
Max. 79 89 90 92 90 92 83 79 88 Min. 71 75 76 76 71 75 75 71 76
Mean 75 79.29 76.52 84 80.5 80.62 82.15 75 82.02PM 2.5 in μg/m3
Max. 41 42 43 43 40 41 41 40 43 Min. 33 33 34 34 31 32 33 31 34
Mean 37.12 36 38.83 38.5 35.5 36.20 36.41 35.5 38.79SO2 in μg/m3
Max. 34 33 31 34 32 34 32 31 32 Min. 26 26 20 26 24 26 21 26 19
Mean 30 28.81 26.42 30 28 29.35 27.75 23.5 27.50NOx in μg/m3
Max. 48 47 44 48 44 42 48 44 48 Min. 39 39 39 36 38 38 36 38 39
Mean 43.33 42.54 41.03 42 41 40.44 40.86 41 43.27
VOC in μg/m3
Max. 4.5 3.8 3.2 3.9 3.2 2.4 3.9 3.2 3.7 Min. 2.5 2.1 1.8 2.1 2.7 1 2.9 2.1 2.7
Mean 3.55 3.0 2.51 2.55 2.95 1.79 3.25 2.64 3.6 HCl in μg/m3
Max. 8 9 8 9 8 8 9 8 6 Min. 4 1 6 5 5 3 5 3 2
Mean 6.41 6.80 7.20 7 6.5 6.42 7.10 5.5 6.16
National Ambient Air Quality Standards and Methods of Measurement
S. No.
Pollutants Time
Weighted Average
National Ambient Air Quality Standards (NAAQS)
Industrial, Residential, Rural and other area
Ecologically Sensitive
Area
Methods of measurement
1 SO2 (µg/m3) 24 hours 80 80 Improved West and
Gaeke method.
2 NOx (µg/m3) 24 hours 80 80 Modified Jacob
&Hochheiser (Sodium Arsenite).
3 PM10 (µg/m3) 24 hours 100 100 Gravimetric Method
4 PM2.5 (µg/m3) 24 hours 60 60 Gravimetric Method
5 CO (mg/m3) 8 hours 2 2 Non Dispersive Infra Red
Spectroscopy
6 Ammonia 24 hours 400 400 Indophenol Blue Method
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B. S. RANA M/s. vishwa chemicals
(µg/m3)
7 Ozone (µg/m3) 8 hours 100 100 UV Photometric
Chemical Method
8 Lead (µg/m3) 24 hours 1.0 1.0 AAS
9 Benzopyrene
(mg/m3) Annual 1.0 1.0 Gas Chromatography
(Source: http://cpcb.nic.in/National_Ambient_Air_Quality_Standards.php)
Observations on Ambient Air Quality:
It could be noticed from the results, the air quality of the study area is within NAAQS November 2009, in µg/m3
Values of PM10 in the background environment ranged from 71 µg/m3 to 92 µg/m3. Average
values of PM10 found to be around 81.5 µg/m3 was observed to be within the permissible limit of
100 µg/m3.
The values of PM2.5 range from 32 µg/m3 to 43 µg/m3. The average value of PM2.5 was 37.5
µg/m3 and found to be within NAAQ standard of 60 µg/m3.
The values of Sulphur dioxide levels were found to vary from 19 µg/m3 to 34 µg/m3. The
average values of SO2 26.5 µg/m3were found to be well within NAAQ standard of 80µg/m3. The
value of Nitrogen oxide ranged from 35 µg/m3 to 48 µg/m3. The average values of oxides of
Nitrogen 41.5 µg/m3were observed to be well within the NAAQ standard of 80µg/m3. The value
of VOC ranged from 1 µg/m3 to 3.9 µg/m3.
The Value of HCL ranged from 1 µg/m3 to 9 µg/m3.
Noise Environment
Noise can be defined as an unwanted sound. It interferes with speech and hearing. If intense
enough, it can damage hearing, or is otherwise irritating. The definition of noise as unwanted
sound implies that it has an adverse effect on human beings and their environment. Noise can
also disturb natural wildlife and ecological system.
The objective of the noise pollution survey in the study area is to identify existing noise sources
and to measure background noise levels.
Reconnaissance
In order to measure the existing noise sources and to identify the background noise levels, the
noise pollution survey around the proposed site was carried out. The collection of baseline noise
environment data included Identification of noise sources and to measure background noise
levels and Measurement of noise levels due to transportation and other local activity.
Methodology for Noise Monitoring
B. S. RANA
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A REPORT G OF SYNTHET
Page 88
per the Noi
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TIC ORGANIC C
ise Pollution
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The noise
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B. S. RANA M/s. vishwa chemicals
Table 3.5 Ambient Noise Quality Monitoring Locations
Sample ID Monitoring Location
Distance &
Direction from
project site
Justification
N1 Project Site 0 Industrial
N2 Gadkhol patiya 4.03 NNE Residential
N3 Dadhal inam 9.92 ESE Residential
N4 Jitali 2.90 SE Residential
N5 Kondh 5.58 NNE Residential
N6 Kosamdi 3.43 WSW Residential
N7 Kapodrsa 3.66 W Residential
N8 Piraman 4.32 NNW Residential
N9 motali 3.34 NE Residential
Table 3.6 Ambient Noise Quality in the Study Area
Sr.
No.
Name of
the
Location
Representation
Category
of
Area/zone
Day Time
In Leq
dB (A)
CPCB
standards
in respect
of Noise
(Day time)
Night
Time
In Leq
dB (A)
CPCB
standards in
respect of
Noise
(Nighttime)
1 Project Site 0 Industrial 53-74 75 45-55 55
2 Gadkhol patiya
4.03 NNE Residential 55-74 75 43-55 55
3 Dadhal inam
9.92 ESE Residential 46-55 55 40-53 55
4 Jitali 2.90 SE Residential 51-55 55 41-45 45
5 Kondh 5.58 NNE Residential 55- 74 75 45-55 55
6 Kosamdi
3.43 WSW Residential 53-75 75
43-54 55
7 Kapodra 3.66 W Residential 46-58 75 32-45 45
8 Piraman 4.32 NNW Residential 53-75 75 43-55 55
9 motali 3.34 NE Residential 51-53 55 32-45 45
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B. S. RANA M/s. vishwa chemicals
Table 3.7 Applicable Noise Standards
Area Code Category of Area Limit in dB (A) Leq
Day Time Night Time
A Industrial area 75 70
B Commercial area 65 55
C Residential area 55 45
D Silence zone 50 40
(Source: Noise Pollution Rules, 2000)
Note:
Day time is reckoned in between 6 am and 10 pm.
Night time reckoned in between 10 pm and 6 am.
Silence zone is defined as areas up to 10 meters around such premises as hospitals,
education, institutions and courts. The silence zones are to be declared by the
Component Authority.
Mixed categories of areas should be declared as one of the four above-mentioned
categories by the Component Authority and the corresponding standard shall apply.
(Source: The Noise Pollution (Regulation & Control) Rules, 2000)
Observation on Ambient Noise Quality:
Day Time: The noise levels varied in the study area during day time from 42dB (A) Leq to 70
dB (A) Leq and at the project site (industrial area) noise observed was 66 dB (A) Leq. The day
time noise level in the study area is within the noise Limits.
Night Time: The night time noise level in the study area is in the range of 46dB (A) Leq to 68
dB (A) Leq. In industrial site, it was 58-62dB (A) Leq. The night time noise was also within
stipulated standards of CPCB
3.12. Water Quality
Reconnaissance Survey
Reconnaissance survey has been done for water quality monitoring in the Study Area. The
baseline water quality of ground water / surface water in the region is obtained by collecting
sample from villages in the area considering the 5 km radius for the baseline study.
Methodology of Monitoring
B. S. RANA
In order tlocations Ground wcharactericonsidere
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A REPORT G OF SYNTHET
Page 91
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EIA REPORT
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B. S. RANA M/s. vishwa chemicals
Table 3.8 Ground Water sampling locations in the study area
Sr. No. Name of Village Type of Sample Distance (km) &
Direction
GW1 Project Site Ground Water 0
GW2 Jitali Ground Water 2.90 SE
GW3 Kosamdi Ground Water 3.43 WSW
GW4 Kapodrsa Ground Water 3.66 W
GW5 Piraman Ground Water 4.32 NNW
GW6 Motali Ground Water 3.34 NE
Table 3.11: Ground water monitoring Analysis Reports
Parameter Unit GW1 GW2 GW3 GW4 GW5 GW6
Colour Hazen <1 <1 <1 <1 <1 <1
Turbidity NTU <5 <5 <5 <5 <5 <5
pH - 7.58 7.08 8.15 7.09 7.80 7.02
Electric Conductivity
µS/cm 580 1350 3950 1200 2850 1500
TDS mg/l 350 802 1982 721 1786 894
Hardness mg/l 250 190 650 270 750 250
Total Alkalinity mg/l 100 758 432 368 348 348
Calcium mg/l 36 119 410 102 321 184
Magnesium mg/l 21 72 439 153 429 49
Chloride mg/l 84 112 990 120 541 119
Sulphate mg/l 40 157 220 151 72 62
Ieon (Fe) mg/l 0.1 0.2 0.4 0.2 0.2 0.3
Flouide (F) mg/l 0.01 0.01 0.06 0.01 0.02 0.01
Sodium (Na) mg/l 80 110 295 100 280 120
Potassium (K) mg/l 5 15 45 12 40 20
Nitrte (NO2) mg/l ND ND ND ND ND ND
Chromium (Cr+6) mg/l ND ND ND ND ND ND
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Total Coliform MPN/ 100 L
Absent Absent Absent Absent Absent Absent
Observation of ground water monitoring results:
All the samples were colorless meeting desirable norms(<5Hazen).
All the samples meet the desirable standards (pH ranges from 7.02 to 7.8).
TDS in samples ranges from 350 mg/L (Project site) to 1982 mg/L(Motali).All the
samples meet the permissible limit of 2000 mg/L.
Total Hardness in the water ranges from 190 mg/L(Jitali ) to 750 mg/L(Piraman ).
Calcium content in the water ranges from 36 mg/L (Project site ) to
321 mg/L
Magnesium content in the water ranges from 21.00 mg/L (Parojectsite) to 439.0
mg/L(motali), all the samples meet the permissible limit of 100 mg/L.
Sulfate content in the water ranges from 24 mg/L (jitali) to 157 mg/L (motali). All the
samples meet the permissible limit of400 mg/Lfor drinking water.
Total alkalinity in the water samples ranges from 100 mg/L(projectsite) to 758 mg/L
(jitali).
Chlorides range from 84 mg/L (project site)to 997 mg/L(motali).Which are below
permissible limits(1000mg/L).
Hence, it can be observed that ground water qualities in terms of various essential
and desirable characteristic sare found with in the limits specified by IS 10500:2012
B. S. RANA
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A REPORT G OF SYNTHET
Page 94
mples wermber of phy
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Type of Sam
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Surface Wa
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B. S. RANA M/s. vishwa chemicals
Hardness mg/l 133 189 259
Total Alkalinity mg/l 63 126 166
Calcium mg/l 78 129 93
Magnesium mg/l 70 59 183
Chloride mg/l 62 109 187
Sulphate mg/l 27 16 24 Ieon (Fe) mg/l 0.1 0.08 0.18
Flouide (F) mg/l 0.01 0.01 0.02
Sodium (Na) mg/l 80 70 130
Potassium (K) mg/l 5 15
Nitrte (NO2) mg/l ND ND ND
Chromium (Cr+6) mg/l ND ND ND
Phenolic Coumpound mg/l <0.001 <0.001 <0.001
Dissololved Oxygen mg/l 8.2 8.5 8.0
Chemical Oxygen Demand (COD)
mg/l 9 6 18
Bio Chemical Oxygen Demand (BOD 27oC 3 days)
mg/l 6 3 6
Total Coliform MPN/ 100 L
Absent Absent Absent
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B. S. RANA M/s. vishwa chemicals
Table 3.14 Standard Water Quality Criteria
Class of
Water Designated best use Criteria
A Drinking Water Source
without conventional
treatment but after
disinfection
Total Coliforms Organism MPN/100ml shall be
50 or less
pH between 6.5 and 8.5
Dissolved Oxygen 6mg/l or more
Biochemical Oxygen Demand 5 days 20°C 2mg/l
or less
B Outdoor bathing (Organized) Total Coliforms Organism MPN/100ml shall be
500 or less pH between 6.5 and 8.5
Dissolved Oxygen 5mg/l or more
Biochemical Oxygen Demand 5 days 20°C 3mg/l
or less
C Drinking water source after
conventional treatment and
disinfection
Total Coliforms Organism MPN/100ml shall be
5000 or less pH between 6 to 9
Dissolved Oxygen 4mg/l or more
Biochemical Oxygen Demand 5 days 20°C 3mg/l
or less
D Propagation of Wild life and
Fisheries
pH between 6.5 to 8.5
Dissolved Oxygen 4mg/l or more
Free Ammonia (as N) 1.2 mg/l or less
E Irrigation, Industrial Cooling,
Controlled Waste disposal
pH betwwn 6.0 to 8.5
Electrical Conductivity at 25°C micro mhos/cm
Max.2250
Sodium absorption Ratio Max. 26
Boron Max. 2 mg/L
(Source: http://cpcb.nic.in/Water_Quality_Criteria.php)
Observation on Surface water Quality:
Surface water samples analysed during the study period indicate that All parameters are found within the prescribed limits
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B. S. RANA M/s. vishwa chemicals
3.13. Soil Environment
Soil is our most important natural resource and a natural resource is anything that comes from the
earth and is used by us. We depend on the soil for food, clothing, shelter, minerals, clay & water. Soil
is the seat of many macro and micro flora like algae, fungi, earthworms, bacteria etc. These are very
beneficial in promoting soil reactions and decomposing the organic matter by which essential
nutrients for plants are liberated. Most of the soil is made-up of two main parts:
Tiny bits of mineral particles which come from larger rocks, and humus, which is dark brown in color
and consists of decaying remains of plants and animals.
Soil also contains water, air and living organisms, such as fungi, bacteria, earthworms, roundworms,
insects, etc. Actually more living organisms live in the soil than above it.
For general characterization of soil a few random samples from the study area to the depth of about
15-cm may sufficient. Deeper soil samples may be needed only for the study of soil profile.
Methodology
The soil samples were collected from 8 selected locations during monitoring season. The samples
collected were homogeneous representative of each sampling location. At random sub-locations
were identified at each location and soil samples were collected from 5 to 15 cm below the surface. It
was uniformly mixed before homogenizing the soil samples. The samples about 500-gms were
packed in polythene bags labeled in the field with location, number and sent to the laboratory for the
analysis of physicochemical parameters.
Soil Sampling Locations
Soil sampling was conducted once during the study period of monitoring season. 8 soil samples were
collected from selected locations in the vicinity of the proposed project. For studying soil quality
environment in the study area, sampling locations were selected to assess the existing soil conditions
in and around the existing plant area representing various land use conditions. The homogenized
samples were analyzed for physicochemical characteristics.
Analysis of Soil Samples
The soil samples were examined for various physicochemical parameters, to determine the existing
soil characteristics of the study area.
B. S. RANA
(Source: G
Sa
FOR
A
Fig
Google Image
ample ID
S1
S2 S3 S4 S5 S6 S7 S8 S9
PROPOSED M
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Project S
Gadkhol
Dadhal in
Jitali
Kondh
Kosamdi
Kapodrsa
Piraman
motali
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a
A REPORT NG OF SYNTHE
Page 98
e showing
15 -Soil Sa
ocation
ETIC ORGANIC
Soil Monito
mpling Loc
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9.92
2.90
5.58
3.43
3.66
4.32
3.34
CHEMICALS
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tance & DiProjec
NNE ESE
SE
NNE
WSW
W
NNW
NE
M/s. vishwa
ations
irection frct Site
chemicals
rom
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B. S. RANA M/s. vishwa chemicals
Table 3.16 Table: Physiochemical Characteristics of Soil
Para Meter
Unit SS1 SS2 SS3 SS4 SS5 SS6 SS7 SS8 SS9
Moisture Contain in %
% 6 6.9 6.50 13.22 7.50 8.20 5.9 10.70 11.90
pH - 7.8 7.1 7.7 7.6 7.5 7.4 8.1 7.5 7.2
Magnesium mg/ kg
0.231 0.270 0.153 0.251 0.270 0.288 0.271 0.160 0.156
Sodium mg/ kg
0.253 0.225 0.363 0.345 0.225 0.246 0.198 0.315 0.332
Potassium mg/ kg
0.079 0.036 0.128 0.065 0.036 0.052 0.130
0.069 0.089
Phosphate mg/ kg
0.0008 0.0184 0.0059 0.0073 0.0059 0.0061 0.0012 0.0007 0.0009
Nickel % 0.055 BDL 0.038 0.037 0.038 0.049 0.054 0.030 0.028
Zinc mg/ kg
0.031 BDL 0.253 0.022 0.031 0.018 0.015 0.0110 0.0117
Interpretation of Analytical Results & Conclusions
It is observed from the analysis report that;
Particle Size: Particle sizes of the different constituents (clay, silt, sand and gravel)
control the porosity and water holding characteristic of the soil. Clay (size < 0,002mm)
amount in the soil samples is 14% to 15% and Sand (size 0.002 to 0.075mm) in the soil
sample is 68% to 70%. All the samples in the study area are free of gravel (size >
4.75mm). Analysis shows it is sandy soil with less water holding capacity
3.14. Biological Environment.
Biological resources of the area are an indicateor of quality/health of the environment of the area.
Therefore, the study of the same is an omporant aspect to minimize the distribution due to the
intervention of the proposed project to accept in a sustainable approach. To achieve the goal, EIA
study was conducted during the month of March to May, 2017 to cover all the biological parameters.
Nature supports a great variety of living beings under a structural and functional unit called
ecosystem. In any natural ecosystem, there are several components which exist in harmony and
survive only by interdependence. These components may be either biotic or abiotic. Developmental
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Page 100 B. S. RANA M/s. vishwa chemicals
activities often have great impacts on the biodiversity both ecosystems as well as species level.
Present study has been carried out to inventories the biodiversity exist in the study area of present
project, to evaluate the possible impacts on biodiversity due to project activities and suggest effective
mitigation measures against the negative impacts.
The ecological study was undertaken to understand the present status of ecosystem of the area, to
predict changes as a result of proposed activities and to suggest measures for maintaining the
conditions. This carried through primary survey and secondary data collected from various
Government agencies like Forest Department, Agriculture Department, Scientific literatures etc.
For assessment of flora and fauna, study team randomly sampled in 5.0 km radius of the project site.
We collected the data on flora and fauna in each sample plot of 10X10 mtr quadrate. Total 30
quadrates were laid in the study area in order to rapidly study the fauna and flora of the region. No
national Park / Wildlife Sanctuary / Reserve Forest cover was found in 5 Km radius of the project
area. A detailed survey report with the methodology and study is as given in the following section.
a) Flora
Dominant families of plants recorded in the study area are Caesalpiniaceae, Mimosaceae, Euphorbiaceae, Cucurbitaceae, Papilionaceae. The area showed overall 71 plant species from 60 genera and 32 families the list of dominant flora observed in study area given in below Table
Table 3.17 List of Flora in the Study Area
SN Scientific Name Local Name Family
Trees
1 Acacia nilotica Babul Ceasalpiniaceae
2 Albizilebbeck Siras Mimosaceae
3 Azadirachtaindica Neem Balanitaceae
4 Bombaxceiba Shimdo Bombacaceae
5 Bauhinia racemosa - Papilionaceae
6 Buteamonosperma Chola Papilionaceae
7 Cassia fistula Garmalo Ceasalpiniaceae
8 Carica papaya Papaya Caricaeae
9 Cassia siamea Kashid Caesalpiniaceae
10 Casuarinaequisetifolia Sharu Casuarinaceae
11 Coldeniaprocumbens - Ehretiaceae
12 Derris indica - Papilionaceae
13 Eucalyptus species Nilgiri Myrtaceae
14 Ficusbengalensis Vad Moraceae
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15 Ficusreligiosa Pipdo Moraceae
16 Madhucaindica Mahudo Asteraceae
17 Mangiferaindica Amba Sapindaceae
18 Manilkarahexandra - Sapotaceae
19 Maytenusemarginata vikdo Meliaceae
20 Prosopis cineraria Khijdo,Samdo Mimosaceae
21 Samaneasaman RatoSarasdo Mimosaceae
22 Syzygiumcumunii Jambudo Myrtaceae
23 Tamarindusindica Amli Ceasalpiniaceae
Shrubs
1 Abelmoschusesculentus Bhindi Malvaceae
2 Abubutilonindicum* Khapat Malvaceae
3 Baliospermummentanum Jamalgota ( Danti) Euphorbiaceae
4 Balntiesaegyptiaca Ingorie Balanitaceae
5 Calotropisgigantea Akdo Asclepiadaceae
6 Calotropisprocera Akdo Salvadoraceae
7 Cassia italica Garmalo Ceasalpiniaceae
8 Cordiagharaf - Gentianaceae
9 Cressacretica - Convulvulaceae
10 Crotolariaburhia - Papilionaceae
11 Indigoferalinnaei - Papilionaceae
12 Indigoferaoblongifolia - Papilionaceae
13 Launaeaprocumbens - Asteraceae
14 ProsopisChilensis Khijdo, Mimosaceae
15 Riveahypocrateriformis - Convulvulaceae
16 Vernoniacinerarea sadori Asteraceae
17 Zizyphusnummularia Chanibor Celastraceae
Herbs
1. Alysicarpus sp. - Papilionaceae
2. Capparis decidua Bare Caper Capparaceae
3. Capparissepiaria - Capparaceae
4. Cardiospermumhalicacabum - Rhamnaceae
5. Cassia auriculata Aval Ceasalpiniaceae
6. Cassia tora Kunvandio Ceasalpiniaceae
7. Cleome viscosa Pilitalvani Capparaceae
8. Corchorusaestuans - Malvaceae
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9. Corchorusfascicularis - Tiliaceae
10. Corchorusolitorius - Tiliaceae
11. Corchorus sp. - Tiliaceae
12. Datura metal Dhanturo Convulvulaceae
13. Ecliptaprostrata - Asteraceae
14. Enicostemahyssopifolium - Asclepiadaceae
15. Evolvulusalsinoides - Convulvulaceae 16. Gilnuslotoides Lotus Sweetjuice, Cucurbitaceae 17. Grangeamaderaspatana - Asteraceae 18. Melilotus alba - Papilionaceae 19. Melilotusindica - Papilionaceae 20. Neptuniaoleracea - Mimosaceae 21. Rhynchosia minima - Papilionaceae 22. Sphaeranthusindicus - Asteraceae 23. Tephrosiapurpurea Sharpunkha Papilionaceae 24. Tribulusterrestris Ghokhru Tiliaceae 25. Tridexprocumbens PardesiBhangaro, Asteraceae 26. Trigonellaocculta - Papilionaceae 27. Xanthium strumarium Godrian Asteraceae
Climbers
1. Cocciniagrandis Tindora Mimosaceae
2. Cocculushirsutus PatalaGarudi Menispermaceae
3. Mukiamaderaspatana - Cucurbitaceae
4. Convolvulus microphyllus - Boraginaceae
5. Trichosanthescucumerina - Cucurbitaceae
b) Fauna:
Methodology
Field observations of fauna were carried out. The commonly available mammals, amphibians, reptiles, butterflies, dragonflies and damselflies within 10 km surroundings were enumerated. List of Dominant Fauna Recorded in Study area are Given in below Table
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Table 3.18 : List of Dominant Fauna Recorded in Study Area
No. Common Name Scientific Name Scheduled Mammals
1. Common dog Canis lupus familiaris Not enlisted 2. Common cat Felissilvestriscatus Not enlisted 3. Squirrel Funambuluspalmarum Sch-IV 4. Domestic buffalo Bubalusbubalis Not enlisted 5. Cow Bostaurus Not enlisted 6. Goat Capra hircusaegagrus Not enlisted 7. Rat Rattusrattus Sch-V 8. Indian grey mongoose Herpestesedwardsii Sch – II Reptiles 1. Common garden lizard Calotesversicolor Not enlisted 2. Rock lizard Psmmophilusblanfordanus Not enlisted
Avifauna 1. Black kite Milvusmigrans Not enlisted 2. Blue rock pigeon Columba livia Sch – IV 3. Cattle egret Bubulcus ibis Sch – IV 4. Common swallow Hirundsrustica Sch – IV 5. Crow pheasant Centropussinensis Sch – IV 6. House crow Corvussplendens Sch – V 7. House sparrow Passer domesticus Sch – IV 8. House swift Apusaffinus Sch – IV 9. Indian black drongo Dicrurusadsimilis Sch – IV 10. Indian myna Acridotherestristis Sch – IV 11. Koel Eudynamysscolopacea Sch – IV 12. Little swift Apusaffinis Sch – IV 13. Magpie robin Copsychussaularis Sch – IV 14. Purple sunbird Nactariniaasiatica Sch – IV 15. Red wattled lapwing Vanellusindicus Sch – IV 16. Roseringed parakeet Paittaculakrameri Sch – IV 17. Redvented bulbul Pycronotuscafer Sch – IV 18. Small blue kingfisher Alcedoatthis Sch – IV 19. Small green bee eater Meropsorientalis Sch – IV 20. Jungle babbler Turdoidesstriata Sch – IV 21. Common babbler Turdoidescaudatus Sch – IV 22. Indian roller Coraciasbenghalensis Sch – IV
Butterflies 1. Blue mormon Papiliopolymnestor Not enlisted 2. Blue pansy Junoniaorithya Not enlisted 3. Common sailor Neptishylas Not enlisted 4. Common evening brown Melanitisleda Not enlisted 5. Common grass yellow Euremahecabe Not enlisted 6. Common Indian crow Euploea core Sch – IV 7. Common leopard Phalantaphalantha Not enlisted 8. Common mormon Papiliopolytes Not enlisted
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There are no protected areas in the vicinity of the project area. There are also no monuments of
historical and archaeological importance within the study area.
c) Aquatic
Preamble
Plankton is an important component of ecosystem, which responds to ecosystem alterations
rather rapidly. It is due to the fact that planktonic organisms, which react to different types of
water pollution, play a key role in turnover of organic matter and energy through the ecosystem.
This reaction is very rapid because of relatively short lifetime and high reproduction rates of the
organisms.
Water sample within 10km periphery were collected fromSabarmatiRiver. To enumerate
phytoplankton, unfiltered surface waters were collected from the water bodies. Phytoplankton
samples were immediately fixed after collection in Lugols Iodine solution so as to prevent
adverse effects of light and temperature which might cause rapid decay of organisms. Further
microscopic analysis was undertaken in laboratory. For zooplankton, desired volumes of water
were filtered through plankton net having mesh size of 75µ to represent all the available groups.
Drop count method for the analysis were followed, as prescribed in APHA (1995).
Phytoplankton
Amongst 5 groups, Chlorophyceae dominated over Cyanophyceae and Bacillariophyceae.
Euglenophyceae and Pyrophyceae were rarely present. Genera like, Anabaena sp., Phormidium,
&Oscillatoria from cyanophyceae and Spirogyra, Chlorella, Ankistrodesmus, Pediastrum,
Scenedesmus, Microspora, Cosmarium, Oedogonium, Sorastrum and Ulothrix from
Chlorophyceaewere dominant.
Source: Ecological evaluation of water of Sabarmati, Ahmedabad Kiran Prajapati
9. Gray pansy Junoniaatlites Not enlisted 10. Lime butterfly Papiliodemoleus Not enlisted 11. Plain tiger Danauschrysippus Not enlisted 12. Common wanderer Pareroniavaleria Not enlisted 13. Common emigrant Catopsiliapomona Not enlisted
Dragonflies 1. Red marsh trotter Trameabasilaris Not enlisted 2. Common clubtail Ictinogomphusrapax Not enlisted
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Zooplankton
Protozoa was dominant followed by Rotifera and Cladocera. Copepoda and Ostracoda were
rarely present. Genera like Daphnia, Moina, Keratella, Philudinaetc, besidesNauplius larva were
dominant.
3.15. Socioeconomic Environment
Reconnaissance
Reconnaissance has been done to assess socio-economic status in the study area. The study
area is rural however basic amenities were observed to be available.
Methodology
Detailed socio-economic data were collected within 5 km radius of the existing Project site.
Preliminary information was collected during field investigation followed by secondary data from
the census of India 2011.
Socioeconomic Assessment
Socio economic status of the population is the indicator of the change in the life style due to the
developmental activities taking place in the region. The villages which appears within the 5 km
radius from the centre of the proposed Project site are considered for socioeconomic study.
Demography
There are 37 villages in the study area. The demographic pattern of all the settlements as per
2011 census is given in Table 3.22.
B. S. RANA
S
1
2
3
4
5
6
FOR
A
Sr.No
1.
2.
3.
4.
5.
6.
PROPOSED M
Fig
Table 3.
N
MOTALI
VALIA CHO
HIFAZATN
BHADKOD
PIRAMAN
ANDADA
EIMANUFACTURIN
gure 3.10 V
19 List of v
ame
OKDI
AGAR
DRA
A REPORT NG OF SYNTHE
Page 106
Villages wit
villages pre
Dist
Pro
ETIC ORGANIC
thin 10 km
esent in the
tance from
oject site
3.34
0.56
2.48
3.17
4.32
4.70
CHEMICALS
M
radius
e study are
Dire
Pr
M/s. vishwa
ea
ection from
roject site
NE
NNE
NNE
NW
NNW
NNE
chemicals
m
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7. KANSIYA 5.74 NE
8. AMARATPURA 5.23 NE
9. MANDVABUZARD 6.91 NNE
10. MULAD 8.16 ENE
11. KHARCHI BHILVADA 6.38 E
12. UCCHALI 4.05 E
13. BORIDARA 8.23 SW
14. KHARCHI 6.55 E
15. KARAVEL 5.50 ESE
16. AVADAR 5.96 SE
17. SARDARPURA 7.95 ESE
18. PIPLOD 5.47 SSE
19. JITALI 2.90 SE
20. KONDH 5.58 NNE
21. SENGPUR 7.69 SE
22. VATARIYA 9.59 S
23. BORIDRA 8.27 E
24. BHADI 7.15 NE
25. KOSMADI 3.43 WSW
26. SANJALI 9.18 WSW
27. SAFIPURA 9.88 ESE
28. TAIBAH NAGAR 5.82 SE
29. GADKHOL 4.03 NNE
30. KHAROD 7.90 NE
31. BAKROL 5.84 ENE
32. KAPODRA 3.66 W
33. AMBOLI 8.02 NW
34. BORBHATHA BET 7.62 NNE
35. DADHEDI 9.92 ESE
36. PARDI MOKHA 7.54 SE
37. UMARDWAD 7.96 WNW
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Sex Ratio
With regards to Sex Ratio in Bharuch, it stood at 925 per 1000 male compared to 2001 census figure of 921. The average national sex ratio in India is 940 as per latest reports of Census 2011 Directorate. In 2011 census, child sex ratio is 920 girls per 1000 boys compared to figure of 918 girls per 1000 boys of 2001 census data.
Population
According to the 2011 national census, the population of Bharuch was declared to be 1,551,019.
This figure was only limited to the municipality region. The total population of the Bharuch Urban
Agglomeration came to 7.2 million people. There were 886 females to every 1000 males in 2001.
Now there are 904 women to 1000 men in 2011. Bharuch had a literacy rate of 74.41% in 2001
which rose to 89.62 percent in 2011. Out of this, male and female literacy are 93.96 and 81.51
percent as of 2011 census. According to the census for the ninth plan, there are 30737 rural
families living in Bharuch. Out of those, 5.41% (1663 families) live below the poverty line. There
are 439,843 people who live in slums in the city. The majority of residents of Bharuch are
native Gujaratis and speak Gujarati. There is also a sizable population
of Punjabis, Marathis, Tamils, Sindhis,Malayalis and Marwaris who bring in their native language
and culture to the city. The government institutions and military base near the city also bring
peoples from across India. The city's population has increased in a major way following
increasing economic expansion and modernization.
Literacy
Average literacy rate of Bharuch in 2011 were 81.51 % compared to 74.41 of 2001. If things are
looked out at gender wise, male and female literacy were 87.45 % and 75.09 % respectively. For
2001 census, same figures stood at 82.98 and 65.11 in Bharuch District. Total literate in Bharuch
District were 1,118,276 of which male and female were 623,047 and 495,229 respectively.
3.16. Traffic survey
Reconnaissance
The traffic survey, to ascertain the traffic density in the study area was conducted on the road
near the project site. The composition of Traffic includes Two Wheelers, Three Wheelers
(Goods & Passenger Autos, Four Wheeler (Passenger Cars) and Four Wheeler Heavy
Vehicles like Trucks, Lorries Busses etc, The Ankleshwar GIDC is well connected with
Ahmedabad-Mumbai NH-8. The unitis SSI unit theimpactof traffic dueto the proposed project
will be negligible.
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Chapter 4. Anticipated Environmental Impacts and Mitigation Measures
4.1 Prelude
Prediction of environmental impacts is the most important component in the impact assessment
study, as it provides quantitative information on anticipated environmental impacts from a project
well in advance. Several mathematical/statistical techniques and methodologies are available for
predicting impacts from developmental projects on the surrounding physicochemical, ecological
and socio-economic components of environment. The results obtained from the predictions are
superimposed over the baseline data (pre-project) to derive the ultimate (post-project) scenario of
environmental quality status in the study area around the proposed project site. The quantitative
impacts derived from predictions are also essential to delineate effective environmental
management plan for minimizing the adverse impacts on the surrounding environment during
construction and operation phases of the project.
The following sections identify the potential impacts on the environment from the proposed
project based on the nature and extent of the various activities associated with the project
implementation and operation, as well as the current status of the environmental quality at the
project site. Both beneficial (positive) and adverse (negative) impacts are considered.
4.2 Valued Environmental Components and Potential Impacts
The project activities will interact with various valued Environmental Components viz., air, water,
soil, land, flora & fauna, etc. The components that may be affected due to the proposed
manufacturing of synthetic organic Chemmicals intermediates and require focused evaluation are
summarized in the following sub-sections, considering both construction phase as well as
operation phase of the project:
4.3.1 Potential Impacts during Project Operation
Impact on Air Environment
Impact on Noise Environment
Impact on Water Environment
Impact due to Solid Waste/ Hazardous Waste
Impact on Terrestrial Ecology
Impact on Land Environment
Impact on Socio-economic Environment
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4.3 Potential Impacts and Mitigation Measures during Project Implementation (Construction phase)
4.3.1 Air Environment, Noise Environment, Land Environment, Solid and Hazardous
waste, Site Security and Safety, Water Environment, Soil Environment, Socio- economic Environment, Health and Well-being of Construction Workers
There will not be any significant environmental impacts on the above aspects because there is
minimal construction and/or machenary installation work involved in the proposed project. The
proposed project is a new manufacturing unit of Synthetic Organic chemicals&Intermediates. For
the proposed production capacity, some machinery such as reactors, centrifuge, mill, etc. will be
installed & some foundation work will also be carried out as per requirement.
4.4 Potential Impacts and Mitigation Measures during Operation phase
Some of the potentially significant environmental impacts from the proposed project will be in
Water environment, Land environment, Air environment, Soild- Hazardous waste, Soil quality,
socio-economics, Ecology &biodiversity, Odour problem and Energy conservation.
4.4.1 Air Environment
Air environment is likely to be affected due to emissions from combustion of fuels used in
machineries, vehicles, Boiler and DG Set. Point and non point source of pollutants will be there
which may cause serious threat to the air quality and it can result in many secondary impacts like
occupation & social health, corrosion of metallic structures of area etc.
Mitigation Measures:
DG set will be operated as a power back-up only.
Stack of adequate height as per CPCB norms will be erected.
Periodical monitoring will be carried out.
To control the fugitive emission proper practices regular maintenance of plant and similar
measures will be practiced for proposed project.
Scrubber is installed for process emissions. Another scrubber will also be installed for further
expansion project.
The air quality impacts have been predicted for the proposed plant assuming baseline air quality.
Site-specific meteorological parameters have been recorded by continuous monitoring. Short
term 24 hourly GLC's incremental values were estimated using the site-specific meteorological
conditions.
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Model and Methodology for Computation
AERMOD View – Lake Environmental Software, which is a Gaussian-Plume atmospheric
dispersion algorithm for estimating concentration of pollutant, has been used to predict the
Ground Level Concentrations (GLC’s) of TSP, SO2 and NOx due to proposed plant activity. The
GLC’s were predicted on 24 hourly average basis keeping in view the prescribed national
ambient air quality standards (NAAQS).
Data used for Modeling
The hourly meteorological data along with emission rate for individual pollutants used for
prediction of air quality impacts as given in chapter 2 has been taken into consideration.
Ground level conc. for PM10
The predicted concentrations of PM10 for the study period are shown below
Table 4.1: Ground level concentration of PM10 in µg/m3
Sr.
No. Name of Village
Distance
&
Direction
Predicted GLC
µg/m3
Baseline result
(Avg.) µg/m3
Incremental result
after development
of Project
1 Project Site 0 0 79.00 79.00
2 Gadkhol patiya 4.03 NNE 0.00224 89.00 89.00
3 Dadhal inam 9.92 SE 0.0621 90.00 90.06
4 Jitali 2.90 SE 0.0515 92.00 92.05
5 Kondh 5.58 NNE 0.0167 90.00 90.02
6 Kosamdi
3.43 WSW 0.0418 92.00 92.04
7 Kapodrsa 3.66 W 0.0520 83.00 83.05
8 Piraman 4.32NW 0.0442 79.00 79.04
9 motali 3.34 NE 0.00514 88.00 88.01
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Ground level conc. for PM2.5
The predicted concentrations of PM2.5 for the study period are shown below
Table 4.2: Ground level concentration of PM2.5 in µg/m3
Sr. No.
Name of Village
Distance &
Direction
Predicted GLC µg/m3
Baseline result (Avg.) µg/m3
Incremental result after
development of Project
1 Project Site 0 0 41.00 41.00
2 Gadkhol patiya
4.03 NNE 0.0009 42.00 42.00
3 Dadhal inam
9.92 ESE
0.0248 43.00 43.02
4 Jitali 2.90 SE 0.0206 43.00 43.02
5 Kondh
5.58 NNE
0.00667 40.00 40.01
6 Kosamdi
3.43 WSW 0.0167 41.00 41.02
7 Kapodrsa 3.66 W 0.0208 41.00 41.02
8
Piraman
4.32 NNW
0.0177 40.00 40.02
9 motali 3.34 NE 0.00206 43.00 43.00
Ground level conc. for SO2
The predicted concentrations of SO2 for the study period are shown below:
Table 4.3: Ground level concentration of SO2 in µg/m3
Sr.
No.
Name of
Village
Distance
&
Direction
Predicted GLC
µg/m3
Baseline result
(Avg.) µg/m3
Incremental
result after
development of
Project
1 Project Site 0 0 34.00 34.00
2 Gadkhol patiya
4.03 NNE 0.0106 33.00 33.01
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Sr.
No.
Name of
Village
Distance
&
Direction
Predicted GLC
µg/m3
Baseline result
(Avg.) µg/m3
Incremental
result after
development of
Project
3 Dadhal inam 9.92 ESE 0.292 31.00 31.29
4 Jitali 2.90 SE 0.242 34.00 34.24
5 Kondh 5.58 NNE 0.0784 32.00 32.08
6 Kosamdi 3.43 WSW 0.197 34.00 34.20
7 Kapodrsa 3.66 W 0.244 32.00 32.24
8 Piraman 4.32 NNW 0.208 31.00 31.21
9 motali 3.34 NE 0.0242 32.00 32.02
Ground level conc. for NOx
The predicted concentrations of NOx for the study period are shown below;
Table 4.4: Ground level concentration of NOx in µg/m3
Sr.
No.
Name of
Village
Distance
&
Direction
Predicted
GLC µg/m3
Baseline result
(Avg.) µg/m3
Incremental result
after development of
Project
1 Project Site 0 0 48.00 48.00
2 Gadkhol patiya
4.03 NNE 0.00378 47.00 47.00
3 Dadhal inam 9.92 ESE 0.104 44.00 44.10
4 Jitali 2.90 SE 0.0867 48.00 48.09
5 Kondh 5.58 NNE 0.0281 44.00 44.03
6 Kosamdi 3.43 WSW 0.0704 42.00 42.07
7 Kapodrsa 3.66 W 0.0875 48.00 48.09
8 Piraman 4.32 NNW 0.0744 44.00 44.07
9 motali 3.34 NE 0.00856 48.00 48.01
B. S. RANA
FOR
A
Figure 4.1
PROPOSED M
: Isopleth
EIMANUFACTURIN
for PM10 G
A REPORT NG OF SYNTHE
Page 114
GLC due to
ETIC ORGANIC
operation
CHEMICALS
M
of Propose
M/s. vishwa
ed Project
chemicals
B. S. RANA
FOR
A
Figure 1.1
PROPOSED M
: Isopleth
EIMANUFACTURIN
for PM2.5 G
A REPORT NG OF SYNTHE
Page 115
GLC due to
ETIC ORGANIC
operation
CHEMICALS
M
of Propos
M/s. vishwa
ed Project
chemicals
B. S. RANA
FOR
A
Figure 1.2
PROPOSED M
2 : Isopleth
EIMANUFACTURIN
for NOx G
A REPORT NG OF SYNTHE
Page 116
GLC due to
ETIC ORGANIC
operation
CHEMICALS
M
of Propose
M/s. vishwa
ed Project
chemicals
B. S. RANA
FOR
A
Figure 1.3
PROPOSED M
3 : Isopleth
EIMANUFACTURIN
for SOx G
A REPORT NG OF SYNTHE
Page 117
GLC due to
ETIC ORGANIC
operation
CHEMICALS
M
of Propose
M/s. vishwa
ed Project
chemicals
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Summary of Predicted GLC’s
The summary of maximum ground level concentrations (GLC) for the proposed project is listed in Table 1.2.
Table 1.2 : Summary of Maximum 24-hour GLC due to the Proposed Project
Description Concentration (�g/m3)
PM10 PM2.5 NOx SOx
Maximum Rise in GLC 0.33 0.13 0.56 1.56
Distance of occurrence (km)
0.5 0.5 0.5 0.5
Direction of Occurrence ESE ESE ESE ESE
Maximum Baseline Concentration reported
92.0 43.0 48.0 34.0
Total Concentration 92.33 43.13 48.56 35.56
Prescribed Standards 100 60 80 80
4.4.2 Noise Environment
Impact:
Operational phase impacts will mainly result from the operation of compressor and transfer
pumps. Noise level near the compressor has been predicted to exceed 75 dB(A), therefore site
workers shall be provided with personal protective equipments (PPEs). Also, it has been
envisaged that noise impacts on local community due to proposed project activities will be
insignificant as noise levels of less than 45 dB(A) have been predicted at a distance of one
kilometerthe impacts will be insignificant. Noise may also be generated due to movement of
heavy vehicles, medium vehicles and automobiles during operational phase. However, it has
been envisaged that increase in noise impacts due to vehicular movement will be temporary and
marginal to be considered for their impacts on nearby human settlement.
Mitigation Measures:
Rubber pads or any other noise absorbing materials will be provided around noise
generating sources like pumps and blowers etc.
Workers will be provided with PPEs like ear plugs, ear mufflers etc.
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Periodic maintenance of machinery shall be undertaken to reduce the noise impact.
In case of Power failure, DG sets will be used with acoustic enclosures.
Sufficient green area will be maintained in & around the project site, which will act as a
noise barrier.
4.4.3 Water Environment
Total water requirement of the project for domestic & Industrial activity during operation phase
will be 13.0 KLD. Water requirement for the industrial purpose will be 9.0 KLD, for the domestic
purpose will be 2.0 KLD and 2.0 KLD for green belt. Main source of water supply is GIDC Estate.
Waste water will be generated from domestic activities (3.0KLD) and washing activity (0.35 KLD).
Washing water will be collected and reused and domestic wastewater will be disposed in Soak
pit.
4.4.4 Storm Water
Impact: The rain water from the building roofs, paved areas and other areas will be directed
through closed pipeline to natural drainage.
4.5 Mitigation Measures:
It will be ensuring that no plant area water get mixed with storm water drain. Surface run-off from
the site is channelized through storm water drains and treated in new ETP.
4.5.1 Surface Water Quality
Impact: It is proposed to treat all the industrial wastewater generated from the proposed plant in
the ETP which will be reused in different activities. Thus, Zero Liquid Discharge (ZLD) will be
achieved. Hence, proposed project will not have any impact on surface water resources.
4.6.1 Land Environment
Impact:
During operation phase spillage or leakage in any form may destroy the quality of soil around the
plant. Impact of chemicals will be taken into consideration while handling materials. Every
precaution will be taken to prevent spillage. Solid wastes will be segregated and handed over to
authorized vendor. Thus no significant impact is envisaged on soil environment.
Mitigation Measures:
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The green area development and tree plantation will help in enhancing the aesthetics of the
plant.
4.7.1 Solid and Hazardous Waste
Wastes like process waste and organic waste are to be separately collected & sent for safe
disposal or sold to the authorized vendor. The final hazardous wastes from the plant as classified
under Hazardous and Other Wastes (Management and Transboundary Movement) Rules,
2016will be disposed off in the common hazardous waste secured landfill site or send to the
authorized vendors/to the authorized recycler.
Mitigation Measures:
Hazardous waste generated from the facility shall be disposed off in suitable manner as per the
Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016. The
hazardous wastes generated such as used oil, Distillation residues, Waste residues, spent
solvents, ETP Sludge, Oil & grease skimming, Filter material, discarded product material (R & D
basis) and Discarded containers generated from the proposed project shall be collected and shall
be sold to the authorized recyclers or CHWTSDF site or authorized vendor identified by the
GPCB/CPCB. Authorization from GPCB has already taken for Hazardous Waste disposal to
authorized vendor.
Solid waste management includes following:
Measures to minimize waste generation
Operation of waste handling, treatment and disposal facilities
The hazardous solid wastes generated from the proposed expansion projectwill be sent to
disposal siteas per GPCB/CPCB guidelines. The waste management plan includes:
Waste inventory
Classification of waste
Packaging, storing and transporting wastes to disposal site
Data management and reporting
Contingency plan
Personnel training
Waste minimization
The requirements, which will be specified in the Authorization from MPCB, will be followed. The
manifest system will also be implemented for control and record keeping.
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Resource Conservation/ Waste Minimization:
The unit shall also implement the concept of waste minimization circle including:
Volatiles in the by-products will be condensed and reused.
Volatile raw materials and solvents will be separated by fractional distillation and will be
recycled into process.
Good House Keeping:
Proper housekeeping practices make the system easier and less costly. Some of these are as
follows:
Solid wastes generated from the process and packaging are to be separately collected
and disposed off instead of allowing these to join effluent streams. This will reduce load
and increase the efficiency of treatment system.
Liquid wastes from various sections such as scrubbing facility, recovery and purification of
final product shall be collected and stored separately and released at a regulated rate so
as to avoid shock loads to the treatment plant.
Minimizing Solid Wastes Disposal:
The following points are suggested to facilitate solid wastes disposal:
Efficient collection and transportation mechanism for disposal of solid wastes.
Search for future recycling schemes and evaluate their worth and implement such
schemes wherever a promise of economic feasibility exists.
Discarded Container/ Barrels/ Liners Management:
Discarded containers/ barrels will be kept at a designated place with paved surface.
These will be decontaminated (washed/cleaned) and after that will be stored in the
designated area in storage yard. Later on these will be sold to the authorized vendors/
recyclers as per the Hazardous and Other Wastes (Management and Transboundary
Movement) Rules, 2016.
The record of discarded containers/ barrels stored in storage yard will be maintained and
also, inventory of their selling to the registered recyclers will be maintained.
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4.8.1 Socio-Economic Environment
Impact:
The proposedproject will have some positive impact on the industrial growth in the region. It is
anticipated that during the operation phase, the proposed project will generate some direct and
indirect employment due todifferent activities.
Mitigation Measures:
The overall project will have a long term benefit and hence no mitigation measure is required.
However, as per the skills, preference to local people shall be given in employment.
4.9.1 Ecology and Biodiversity
Impact:
The project activity does not require tree cutting during land clearing and the plant activities are
not expected to have any impact on the ecology and biodiversity.
Mitigation Measures:
A total of 257 m2area has been earmarked for greenbelt development, which will help in
development of biodiversity. The indigenous plants are planted along with ornamental
trees/shrubs to provide an aesthetic environment within and around the plant. The maintenance
of the greenbelt developed will be ensured and survival rate of the plants will also be studied
every half yearly. Treated water will be used for greenbelt development.
4.10.1 Odour Problem
Impact:
Some of the processes and wastes generated from the plant may release high odour.
Undesirable odourcontributes to air quality concerns and affect human lifestyles. On the
economic front, loss of property value near odour-causing operations/industries and odorous
environment is partly a consequence of offensive odour. Odour is undoubtedly the most complex
of all the air pollution problems. Mainlyodour generated by the industries varies enormously since
they can be generated during the production, processing, or even in the waste water treatment
areas of the plants.
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Mitigation Measures:
Control of VOCs and fugitive Emissions:
Sampling points will be provided with double valve followed by suction hoods which will
be connected to ducting system leading to scrubbing system.
Odour causing raw materials will be charged in closed chambers with exhaust of
chambers connected to ducting system leading to scrubbing system.
All waste storage tanks and waste preparation and raw material storage tanks will be
connected to vacuum system. These off gases will be connected to scrubbers.
Additional Measures
“Odour rounds” by non-plant personnel will hold regular meetings and odour rounds in the
factory premises for ensuring effective implementation of odour control measures.
As a long term measure to improve the environment, plantation of trees within factory
premises as well as along the nearby roads is done.
All critical vessels, pumps and reactors which have potential to generate odour will be
fitted with mechanical seals to prevent leakage and therefore odour.
De-odorizer solution will be sprayed through special network, which will be laid around the
plant. It will help in neutralizing the fugitive emissions.
Beneath all sample points/ drain points, spill control powder containing trays will be kept
so as to adsorb even slightest of leakage, if at all arises from these points. The spill
control powder will then be sent for disposal as a solid waste.
4.11.1 Energy Conservation
During the operation phase of the project, energy resources will be required for operating various
pumping machineries for water & wastewater, internal road lighting, common utilities etc.
The following options can be used for energy conservation:
Energy efficient machineries shall be used during operation phase as per Energy
Conservation Building Code 2007.
Wherever possible in the plant, utilization of renewable sources of energy for
conservation of non-renewable sources of energy shall be ensured.
Sufficient care shall be taken to prevent/ minimize energy losses at each stage of
development.
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Every year energy audit shall be conducted through competent authority nominated by
Govt. of India.
4.12.1 Safety Provisions
All the provisions as per the Factories Act, 1948, Manufacture, Storage and Import of
Hazardous Chemicals (MSIHC) Rules, 1989 and amendments thereafter and also, the
Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016
to be followed.
M/s Vishwa Chemicalswill provide transport facility for occupational health care at the
premises.
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CHAPTER 5. ANALYSIS OF ALTERNATIVES
5.1 Introduction
It is the best practice that the EIA should consider project alternatives and their relative potential
impact on the environment. Alternatives must, however, be both practical and reasonable, within
the overall constraints of the proposed project development. The project alternative is the way of
action in pace of another, that would meet the same purpose and need, but which would avoid or
minimize negative impacts and enhance project benefits.
Project activities may consume natural resources and discharge wastes, which are likely to have
serious consequence to the environment. A number of alternative options may be available to
carry out many of these activities. An option with least or nil adverse environment impacts is to
be selected. Critical analysis is therefore required for selection of the right alternative. Alternative
Analysis (AA) has been done for critical aspects of the project.
M/s Vishwa Chemicalshasproposedfor manufacturing capacity of synthetic organic chemicals &
Intermediatesat the new facility. While selecting this site for manufacturing of new products,
Vishwa ChemicalsIndustries has considered following factors:
5.2 Analysis of Site Alternative
The project is in proximity of Bharuch district of Gujarat State. Site is located near the Baroda –
Ankleshwar Express Highway. Proponent is very well familiar with the surrounding environment as
it is an expansion project; therefore, it becomes easy for the unit to expand the production
capacityon above said location.
The other supporting features are briefly summarized hereunder,
Availability of all basic facilities like infrastructure, communication, Transportation, medical
facilities, fuel, water, power, unskilled & skilled manpower, raw materials, road network etc.
Nearest town Hifajatnagar 2.48 km away from the project site, which are very well
connected with other parts of the country by road & rail;
Minimal additional construction or plant/ equipment/ machinery are required for proposed
expansion and addition of new products.
As the proposed project is an expansion project, there is no Rehabilitation& Resettlement
involved;
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Easy availability of manpower for proposed activities;
The location of project is best suited to start above manufacturing activities, so no alternative for
site is analyzed.
5.3 Analysis ofAlternative for technologies
Existing facility have quite enough infrastructure for propose project.
The proposed infrastructure for manufacturing, ancillary operations, transport of raw
material and final products are adequate. Raw material and final products will be
transported through tankers/trucks:
Table 5.1 Alternatives for technologies
Particular Proposed Technology Alternatives
Water ETP Recycle/ Reuse
Air Dip pipe in to water and then passes through chiller
-
Solid/ Hazardous
waste
TSDF Membership available.
-
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CHAPTER 6. ENVIRONMENTAL MONITORING PROGRAME
6.1 Environmental Monitoring Programme
Environmental Monitoring describe the processes and activities that need to take place to
characterize and monitor the quality of the environment. Environmental Monitoring is used in the
preparation of the environmental impact assessment, as well as in many circumstances in which
human activities carry a risk of harmful effects on the natural environment. All monitoring
strategies and programs have reasons and justifications which are often designed to establish the
current status of an environment and prediction of the impact of future development and/or
alteration in the operation and design of existing installation. Environmental Monitoring Network is
operation phase of the project for monitoring of various Environmental parameters like air, water,
Noise, soil etc.
M/s Vishwa Chemicalsis located at Plot No 4801/A/13, G.I.D.C. Ankleshwar, Bharuch, Gujarat.
Usually, as in the case of the present study, an impact assessment study is carried out over a
short period of time and the data cannot bring out all variations induced by natural or by human
activities. Environmental Monitoring Program will be modified as per requirement after the
proposed expansion at existing plant.
6.2 Objectives of Monitoring
To comply with the statutory requirements of monitoring for compliance with conditions of
EC, NOC and CC&A.
To comply with the provision of factory Act.
To verify the result of the impact assessment study in particular with regards to new
development.
Identification of any significant adverse transformation in environmental condition to plan
additional mitigation measures; if & as required.
To check or assess the efficiency of the controlling measures.
To ensure that new parameters, other than those identified in the impact assessment
study, do not become critical through the commissioning of new project.
To establish a data base for future impact assessment studies for new project.
6.3 Environmental Monitoring Program
Environmental Monitoring should be carried out during construction and operation phase of the
project.
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6.3.1 Monitoring and Reporting Procedure
Regular monitoring of important and crucial environmental parameters is of immense importance
to assess the status of the environment during an operational phase. With the knowledge of
baseline condition, the monitoring program can serve as an indicator for any deterioration in
environmental conditions due to operational phase and suitable mitigation steps could be taken in
time to safeguard the environment. Monitoring is as important as that of control of pollution since
the efficiency of control measures can only be determined by monitoring. The proposed monitoring
program gives below:
Ambient Air Quality Monitoring
Both ambient air quality and stack emission will be monitored. The ambient air quality with respect
to NOx, SO2, suspended particulate matter (PM10 and PM2.5) will be monitored in at least 3-5
location in and around the project site through a reputed environmental laboratory recognized by
MoEF/NABL. Monitoring will be carried out for quarterly in operation phase. Similarly, all the
stacks in the proposed unit will be monitored once in three months with respect to NOX, SO2,
Suspended particulate matter (SPM) and Carbon Monoxide (CO) level.
Waste water monitoring
The wastewater emanating from the different stream of industry will be monitored once in a month
for physico-chemical characteristics. Ground water monitoring locations will be identified and
periodically check the Physical, chemical as well as biological parameter as per drinking water
standard IS: 10500:2012.
Noise level monitoring
Monitoring of the noise level is essential to assess the effectiveness of Environmental
Management Plan implemented to reduce noise levels. A good quality sound level meter and
noise exposure meter may be procured for the same. Audiometric tests shall be conducted
periodically for the employees working close to the high noise sources. The noise levels due to
machines and equipments will be monitored regularly.
Monitoring Equipment and Consumables
A well-equipped laboratory with consumable items will be provided for monitoring of important
environmental parameters. Alternatively, monitoring can be outsourced from MoEF/NABL
recognized laboratory.
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Table 6.1 Environmental Monitoring Plan (During Operational Phase)
Component Parameters Location Frequency Duration
Ambient Air
Quality
PM10, PM2.5, SO2,
NOx (Process
specific pollutants)
Minimum 3-5
locations with one
on upwind side,
one on downwind
and one on lateral
side and one at
project site.
Quarterly 24 hrs
Point Source
Emissions
Particulates, SO2,
NOx,
Each stack – for
flue gas and
process emissions
Quarterly As per the CPCB
guidelines
Noise level Leq day, Leq night,
L10, L50, L90
dB(A)
In and around the
work zone
Quarterly 24 hour reading
with a frequency of
10 minutes every
hour
Soil Quality Physico-chemical
characteristics
At relevant
locations
Quarterly Sample every
season
Ecology Survival rate of
plantation
At locations of
compensatory
plantation and
landscaping
Annually For 3 years after
operation starts
Health All relevant
parameters
Every 15 days Regular check
ups
As per requirement
Solid waste Depending on type
of wastes
Solid waste
disposal location
Once during
each season
One-time sample
Ground &
Drinking
water
As per IS: 10500 Adjoining village Quarterly At least at three
locations.
6.3.2. Environmental Budget
For environment protection and management and pollution control and treatment and monitoring
systems, appropriate budgetary provision would be made and provision for recurring expenditure
for environment management of the project would be made. The detail of budget allocation
during operation phase is given in below table:
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Table 6.1 Budget Allocation for Environmental Management
Total EMP cost Operation phase: Rs.2.0 Lacs.
6.3.3. Emission Monitoring & Evaluation
To achieve standard pollution emission limit suggested by pollution control board,
periodic correction and maintenance of Pollution control equipment will be carried out
and it will be followed by standard operating system concern with safety precaution of
workers.
Each stack will be design as per CPCB guideline for proper dispersion of pollutants.
Operation Phase
S.
No. Pollution Control Measures
Capital Cost (Rs, Lacs)
Recurring Cost per annum (Lacs)
1 Air Pollution Control 1.00 0.3
2 Water Pollution Control 0.50 0.2
3 Noise Pollution Control 0.10 0.1
4 Environment Monitoring and
Management 0.10 0.5
5 Rain Water Harvesting 1.00 0.2
6 Occupational Health 0.10 0.3
7 Green Belt 0.03 0.3
Total 2.83 1.9
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CHAPTER 7: ADDITIONAL STUDIES
7.1 Risk Assessment
Accidental risk involves the occurrence or potential occurrence of some accident consisting of an
event or sequence of events resulting into fire, explosion or toxic hazards to human health and
environment.
The hazard potential and estimation of consequences in case of its accidental release are the
issues of immediate relevance to be considered. It is therefore, imperative to carry out Maximum
Credible Accident (MCA) analysis at the first stage, which identifies vulnerable areas around the
facility and suggests a set of recommendations to improve safety.
The work undertaken consists of the following stages:
Collection of relevant data on project description and proposed activities.
7.1.1 Hazard Identification& Risk Assessment (HIRA)
The regulations require the employer, in consultation with employees, to identify:
a. All reasonably foreseeable hazards that may cause a major accident; and
b. The kinds of major accidents that may occur, the likelihood of a major accident occurring
and the likely consequences of a major accident.
HIRA must address potentially rare events and situations that ensure the full range of major
accidents and their causes. To achieve this, employers should:
a. Identify and challenge assumptions and existing norms of design and operation to test
whether they may contain weaknesses;
b. Think beyond the immediate experience.
c. Recognise that existing controls and procedures cannot always be guaranteed to work as
expected; and learn lessons from similar organisations and businesses.
The HIRA worksheet is presented as below.
Table 7.1: Hazards and Risk Assessment Worksheet:
Hazard Description Consequences
1. Unloading of raw
materials from Trucks.
1. Fall of material causing injury to person.
2. Leakage/Spillage of chemical causing fire & explosion in
case of flammable chemicals.
3. Exposure to hazardous chemicals such as carcinogenic
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Hazard Description Consequences
may lead to health hazards.
4. Ergonomic hazards in case of manual handling of
materials
2. Store of Raw Material. 1. Spillage & Leakage
2. Fire & Explosion
3. Fall of containers if stacked high.
4. Inhalation of chemicals.
3. Transportation of
solvents/chemicals to
production area
1. Spill & leak
2. Inhalation of vapours.
3. Fire & Explosion
4. Ergonomichazards to person
5. Chemical/Solvent splash.
4. Charging of Raw
Material in to reactors.
1. Fire & Explosion due to static
2. Inhalation of Vapour.
3. Physical Injury
4. Spill & Leak
5. Boarding & packing of
the Finished product
1. Inhalation of Vapour.
6. Movement of Trucks 1. Hit & run over by Truck (Facility).
2. Properly Damage due to hitting of moving trucks.
3. Fire inside trucks cabin
4. Traffic Hazardous.
Considering the risk with the activities, company will provide the followings in order to mitigate
the risk:
1. Ventilation system
2. Fire Extinguishers
3. Summary of MSDS of chemicals will be displayed.
4. Spill control kit
5. Smoke detectors
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6. Training to employees
7. Personal Protective Equipment (PPE)
8. Display of cautionary Signboard
9. Dust collection system
10. Speed limit policy within plant area
7.2 Disaster Management Plan
7.2.1. Introduction to Disaster Management Plan
The various controls including engineering, procedural and administrative are provided to control
the manufacturing activities at the industries; however, things may go wrong even with the best
arrangements. The Disaster Management Plan is prepared to control and minimize the effect of
any emergency which may occur within the industrial premises affecting the employees or the
people in the surrounding; it may also affect the environment.
The disaster/emergency may arise as a natural calamity such as Floods, Earthquakes, etc. or
may be a Man-Made Disaster such as a Leakage/Spillage of Hazardous Chemicals/Gases or
Fire and Explosion.
A Disaster Management Plan is an action plan drawn to fix responsibility and actions to be taken
by various groups to contain the disaster/emergencyincident within shortest possible time and
with minimum losses to people, material, property and environment.
It is the responsibility of the establishment/industry that the disaster/emergency plan is widely
circulated for benefit / training of all the employees within the premises and the individuals
residing in the surrounding areas of the premises It is the responsibility of all the individuals in
their respective areas to ensure the success of this plan.
Objective
The main objectives of preparing the On Site / Off Site Emergency Plan are:
1. To define and assess emergencies, including risk and environmental impact assessment.
2. To establish the procedures to handle emergency situation that may arise due to spillage and
fire while handling plant & equipment.
3. To control and contain incidents within shortest possible time and to restore normalcy.
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4. To safeguard employees and people in vicinity and to minimize damage/loss to property
or/and the environment.
5. To inform employees, the general public and the authority about the hazards/risks assessed,
safeguards provided, residual risk if any and the role to be played by them in the event of
emergency.
6. To be ready for 'mutual aid' if need is arised to help neighboring unit. Normal jurisdiction of
an OEP is the own premises only, but looking to the time factor in arriving the external help or
off-site plan agency; the jurisdiction must be extended outside to the extent possible in case
of emergency occurring outside.
7. To establish procedures to appraise District Administration / Civil authorities/ and mutual aid
centres etc. in order to ensure prompt relief for execution of Emergency Response Plan.
8. To secure the safe rehabilitation of affected areas and to restore normalcy.
9. To provide authoritative information to the news media.
10. To preserve records, equipments etc., and to organize investigation into the cause of the
emergency and preventive measures to stop its recurrence.
11. To ensure safety of the works before personnel re-enter and resume work.
12. To work out a plan with all provisions to handle emergencies and to provide for emergency
preparedness and the periodical rehearsal of the plan.
Definition
An emergency could be defined as any situation which presents a threat to safety of persons
or/and property. It may require outside help also.
A major emergency occurring at a work is one which may affect one or several sections of the
plant and possibly extend beyond the factory boundaries that may cause serious injuries, loss of
life, and extensive damage to property or serious disruption outside the works. It will require the
use of outside resources to handle it effectively.
Disaster is a catastrophic situation in which the day-to-day patterns of life are, in many
instances, suddenly disrupted and people are plunged into helplessness and suffering and as a
result need protection, clothing, shelter, medical and social care and other necessities of life,
such as -
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1. Disasters resulting from natural phenomena like earthquakes volcanic eruptions, storm,
surges, cyclones, tropical storms, floods, landslides, forest fires and massive insect
infestation. Also in this group, violent drought which will cause a creeping disaster landing to
famine, disease and death must be included.
2. Second group includes disastrous events occasioned by man, or by man's impact upon the
environment, such as armed conflict, industrial accidents, factory fires, explosions and
escape of toxic gases or chemical substances, river pollution, mining or other structural
collapses; air, sea, rail and road transport accidents, aircraft crashes, collisions of vehicles
carrying inflammable liquids, oil spills at sea, and dam failures.
The on-site emergency plan deals with measures to prevent and control emergencies within
the factory and not affecting outside public or environment.
The off-site emergency plan will deal with measures to prevent and control emergencies
affecting public and the environment outside the premises. The manufacturer should provide the
necessary information on the nature, extent and likely effects of such incidents.
Level of disasters
The NDMA Guidelines categorize the levels of disasters, based on the ability of various
authorities to deal with them. In order to facilitate the responses and assistances to States and
Districts, the levels of disasters have been defined as follows.
1. L0 level denotes normal times which will be utilized for close monitoring, documentation,
prevention and preparatory activities. Training on search and rescue, rehearsals, evaluation
and inventory updation for response activities will be carried out during this time.
2. L1 level specifies disaster that can be managed at the District level, however, the State and
Centre will remain in readiness to provide assistance if needed.
3. L2 level disaster situations are those which require assistance and participation of State,
mobilization of its resources for management of resources.
4. L3 level disaster situation is in case of large scale disaster where the State and District
authorities have been overwhelmed and require assistance from the Central Government for
reinstating the State and District machinery as well as for rescue, relief, other response and
recovery measures. In most cases, the scale and intensity of the disaster as determined by
the concerned technical agencies like Indian meteorological department (IMD)/ Indian
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National Centre for Ocean Information Services (INCOIS) are sufficient for the declaration of
L3 disaster.
Scope
The M/s Vishwa Chemicals has prepared Disaster Management Plan in order to provide proper
guidance to plant operating personnel to confidently handle any accidental spillage or fire /
explosion / bursting of vessel/tank or any natural calamity or sabotage.
With this objective comprehensive information has been gathered and analyzed on the synthetic
organic chemicals & Intermediates handling plant and equipment which includes the hazardous
properties of materials/chemicals, fire hazards, safety appliances, safety measures incorporated
in the plant, emergency procedures and finally regarding the constitution & responsibility of
Emergency Rescue Team (Emergency Response & Management Team / Task Force).
The potential hazards which may cause emergency includes:
Chemical Fire / Explosion in the plant or storage area
Electrical Fire in the plant or storage area.
Accidental spillages and leakages during handling of material and plant / equipment failure
causing severe health hazard due to employees’ exposure to the hazardous substances.
Methodology
A major emergency occurring at a plant is one that may cause serious injuries, loss of life,
extensive damage to property or environment or serious disruption inside or outside the plants.
This may demand the rescue and relief measures on a war footing to handle it effectively and
quickly. Within the high-risk technology industries, the need for well-planned measures should be
self-evident.
No matter how well a process is controlled and safeguarded by instruments and process safety
procedures, it is inevitable that there is a residual risk, which is capable of causing a variety of
emergencies.
The Disaster Management Plan describes the Organization & procedures for dealing with
potential accidents arising from the operations of M/s. Vishwa Chemicals.
Experiences of accidents that have occurred in various other similar plants were considered in
the preparation of DMP especially storing & handling the materials identical to this plant. This
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plan will need periodic review & modification following emergency exercise, or include any new
information relating to changes to the facilities.
The Factories Act, 1948 as amended in the year 1987 under section 41B requires that every
occupier shall draw up a Disaster Management Plan and detailed disaster control measures for
his plant and make them know to the employees and to the general public living in the vicinity of
the plant.
Its objective is to reduce the severity of loss following particular hazardous incidents. At the same
time, it must be clearly understood that it is not a substitute for maintaining good standards for
working consistence with the requirements of safety and health inside the plants.
7.2.2. Information on risk evaluation preliminary hazard analysis
The DMP is needed to respond to a variety of emergencies / disasters:
i. Disasters due to emergency on account of:
a. Fire or Explosion
b. Electrical Fire
c. Spillages and Leakages
a. Fire or explosion: The organization is storing &handlingbulk drug & intermediates which can
ignite if exposed to source of heat / ignition. The various sources of heat / ignition include hot
work, mechanical frictions, naked flames, static electricity, hot surfaces etc.
b. Electrical Fire: The Electrical fire may be caused due to generation of static charge during
charging of materials. The other reasons for fire include use of faulty or inappropriate
electrical equipment, transformers, DG sets etc. Also dry grass is normally avoided in the
premises and it will be ensured that there is no grass (dry) at any point of time by ensuring
better housekeeping
c. Spillages and Leakages: During handling of material and plant / equipment failure causing
severe health hazard due to employees exposure to the hazardous substances. Spillages
and leakages of flammable substances may also lead to fire.
ii. Disaster due to natural calamities such as:
a. Flood
b. Landslides & Mud flow
c. Earth quake
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d. Heat Wave:
iii. Disaster due to external factors such as:
Sabotage, Civil Riots or War, Terrorism: No solution can be offered to eliminate either terrorist
threats or planted bombs, but one can be well or badly prepared to cope with them when such
incidents happen. It is essential for organizations to design and implement both good physical
security and a comprehensive bomb threat response plan.
The action plan responding to an emergency situation depends very much on the level of the
emergency which, itself is defined by the consequences arising from the types of hazard
identified.
7.2.3 Disaster preparedness
This section highlights the Organization for disaster preparedness. For an industry storing /
handling flammable substances, it is essential to prepare a good effective disaster plan to control
On Site – Off Site emergencies and to mitigate losses. The disaster management plan
(emergency response plan) ensures that all available resources, facilities etc., are enforced into
services at right time to tackle an emergency.
It is not possible to envisage and detail every action which should be taken in emergency and to
harness the basic elements of emergency preparedness such as Gravity of emergency,
Communication of information, on-site action for process and emergency controls, Mobilization of
internal and external resources for fire and spillage etc.
Emergency Organization is set up specifying duties and responsibilities of all to make best use of
all resources and to avoid confusion while tackling the emergency.
Disaster Management Plan / On-Site Emergency Plan (Emergency Response Plan) highlights
the flow of information and co-operation among various action groups within the factory. Off-site
Emergency Plan indicates various action groups at district levels which will be engaged in case
of off-site emergency.
Emergency organization and arrangement include:
7.2.3.1 Emergency Organization
This section is devised to suggest the organization for emergency preparedness. Key personnel
to combat emergency are nominated with specific responsibilities according to set procedures
and making best use of the resources available and to avoid confusion. Such key personnel
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include Site Main Controller, Incident Controller: Services Coordination includes Fire & Safety,
Security, Engineering Services (Maintenance), Environment, Lab (QC/QA), HR & Admin,
Account & Finance, Store & purchase and Process.
All such key personnel shall be available in all the office timings and shall be called during
emergency on holidays.
7.2.3.2 Safe Assembly Points
2 No. Assembly Point is provided, opposite to Reception Building and near to Security Cabin.
The safe assembly points are selected considering the distance from the hazardous/flammable
storage, wind direction, capacity to accommodate the required number of people and availability
of other resources in that area.
In case of emergency, it will be necessary to evacuate all personnel from effected area, except
personnel who will be directly involved in dealing with the incident. On evacuation people will go
to designated assembly points.
7.2.3.3 Emergency Control Centre (ECC)
During Working Hours, the Emergency Control Centre (ECC) is situated at Reception Building,
and during Non-Working Hours the Emergency Control Centre (ECC) is situated at Security
Cabin from where the operation to handle the emergency are directed and coordinated.
The ECCis equipped with all necessary emergency equipment, communication arrangement to
receive and transmit information and directions from and to the incident controller and areas of
the works as well as outside. 1 Direct Line with Emergency Contact Numbers is available at both
the places.
The emergency contact numbers for the mutual aids like nearest police station, fire station,
hospital, ambulance service etc. & list of emergency team members and various activity
coordinators displayed at the emergency control centre, security gate and other prominent
locations.
Emergency Control Centre has the following facilities:
a. List of telephone numbersfor external & internal communication
b. Plans of the location
c. Stationeries
d. Copies of the on-site and off-site emergency plans
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e. Details and location plans of firefighting equipment such as fire extinguisher, fire hoses &
nozzles etc.
f. Details and location plans of safety equipment such as SCBA, gum boots, gloves, goggles,
cover all etc.
Emergency Warning System
A siren audible in all parts of the facility, to warn the people for the evacuation with different
sounds for declaration of emergency or emergency call off is provided along with12 No hooters
associated with manual call point are provided at prominent locations. Warning system is always
kept in working order.
The mode of siren for evacuation is wailing pitch. On hearing the siren, people will disperse from
the work area and will evacuate to safe assembly points. Proper instruction is given to all the
employees about the rising of siren and the emergencies. The same instructions are also
displayed at prominent places within the plant area.
The employees will proceed to the predetermined assembly points on hearing the siren and the
support staff / security forces will instruct and divert the people away from the affected
areatowards the assembly points.
Medical Services and First Aid
M/s Vishwa Chemicals has already provided transport for Occupational and Health Centre at the
facility and has services of visiting doctor.
Transportation will be available for emergency evacuation and transportation of people to nearest
Medical College and Hospital from the plant.
The First aid team will play critical role in attending the victims in case of any accident.
First Aid boxes are provided at prominent locations & trained first-aider are available in all
working shifts. The list of trained first aiders is displayed at prominent locations and is also
available at security gate office.
In case of any medical assistance other than first aid, the Admin In-charge/ Site- SHE
representative will arrange for a vehicle to shift the casualty to the company accredited hospital,
or call an ambulance to mobilize the casualty to the medical center/ hospital.
Transport and Evacuation Arrangements
In a major emergency, it is essential to evacuate personnel from affected areas and to further
evacuate non-essential workers from areas likely to be affected, should the emergency escalate.
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Transportation will available for emergency evacuation and transportation of people and for
Material transport, third party tempo is available.
Communication and help from external emergency services
Communication is a critical factor in handling an emergency. To control the situation by the
earliest possible action. 1 Direct Line with list of emergency contact numbers is provided at
emergency control center as well as at security gate.
The external emergency services which can be contacted for help during emergency include:
Sr. No.
Services/Authorities Telephone no.
1
District Collector (DC)
02642 240 600,
02642 240 602
2
Control Room Ankleshwar GIDC
02646 222 933
3 Police Station, Ankleshwar GIDC
02646 225 551
4 Ankleshwar Police Station 02646 247 802
5 Fire brigade office,Ankleshwar 02646 224 100
6 ESIC Hospital,Ankleshwar 02646 225 275
The above emergency services telephone numbers are displayed at emergency control room
and prominent locations within the plant.
Other Arrangements:
Power Supply Interruption
For Emergency, Plant Operations and Emergency Lighting provisions are made according to
requirements. A DG set of 65 KVA capacity is provided as backup.
Water Drainage
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Rainwater harvesting is proposed in the project to conserve the storm water. Storm water drains
will be constructed according to municipal regulations. Storm water from the entire plot will be
collected through network of storm drains. Storm water from plot area will be collected in the
rainwater harvesting pits/tank provided for this purpose. The overflow from these pits, if any, will
be then discharged in the proposed drains.
All installations such as utility block, office building, Process plant, warehouses & storage area
has been constructed at an adequate height and provided with individual dyke in order to protect
from storm water/rain water runoff flooding.
Electrical Supply
Electricity is considered as a major cause of fire in industries. To prevent fires due to electricity,
adequate control measures are provided which includes regular inspections and preventive
maintenance. To prevent other electrical accidents such as electric shock etc. the adequate
safety precautions implemented including provision of Fuse, MCB, ELCB, rubber mats in front of
panels, proper laying of cables, etc.
Trade Waste Disposal
Organization will be more concerned for environment protection and pollution abatement at all
times.
Provision will be made to dispose Solid wastes. The company will dispose off all solid waste in
safe manner.
Emergency Action
Though it will be an impractical to describe all the foreseeable scenarios involving
flammable/combustible materials and the suggested action for the same, some important ones
are discussed here briefly. Even in identical incidents the right course of action may not
necessarily be the same every time as the actual action will depend on the several factors, such
as the place of incident, quantity of material involved, the amount of release, the nature of
material, the wind direction, the wind velocity, temperature of surrounding, time of day, prevailing
season and weather condition.
In case of Fire
In case of declaration of onsite emergency (Hearing of emergency siren), evacuate the area as
per evacuation plan & exit signs on instruction of shift in-charge / incident controller as quickly as
possible after safe shutdown of the plant. See that the wind direction is in opposite direction of
assembly point by wind direction indicator. If not, change the assembly point.
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Following are the general guideline for emergency action.
Raise the alarm through nearest MCP
Inform security and shift in charge.
Carry nearest fire extinguisher & try to extinguish if possible.
Assemble emergency team and inform other emergency members.
Check the wind direction, then decide the assembly point and inform accordingly.
Warn the people nearby.
Attempt to isolate /extinguish the fire with the help of others with available appropriate
extinguishers.
Arrange fire hydrant hose and try to cool surrounding
Cordon the area and try to shift the drum of flammable material.
Used foam generating nozzle and create foam to extinguish fire.
If fire beyond control call fire brigade after consultation with chief controller.
Cool the surrounding or remove flammable material if possible.
Take head count at site and inform to the chief controller.
Also take head count at the assembly point and tally.
Search for missing person if any.
Call for mutual aid members for help, if require.
Arrange for rescue, if required.
Give first aid to the injured person and check for further treatment is required.
Give priority to saving life and preventing further injuries.
Confirm the massage of incident attend to the main controller & raise the all clear siren.
Collect the photograph and other evidence to cause fine.
In Case of spillage of chemicals/materials while unloading & loading activity Tankers/Tanks inside the factory premises:
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Special instruments for storing, Handling & emergency actions in case of spillage of
chemicals/materials are given separately in MSDS.
Following are the general guideline for action:
Use PPE’s like SCBA/Gas mask/Respirator & evacuate the area.
Designated area will be provided for tanker parking.
In case of declaration of onsite emergency (Hearing of emergency siren), evacuate the area as
per evacuation plan & exit signs on instruction of shift in-charge / incident Controller as quickly as
possible after safe shut down of the plant. See that the wind direction is in opposite direction of
assembly point by wind direction indicator. If not, change the assembly point.
In case of Flood / Earthquake:
In case of natural calamity like flood, Strom or earth quake (remote possibility) the management
may seek outside help. The help may be for firefighting, Evacuation (of surrounding population),
Medical treatment, shelter, food, transport or communications.
Following are the general guideline for emergency action:
Close main valve
In case the cylinders are on the ground the same be shifted to storage shed to ensure that
the floodwater shall not carry the cylinders.
Switch off electricity (main).
Assemble outside the office, away from Electric Poles & Wires.
Evacuate the areas after initiating (communication in working condition) off site organization.
In case of War/Civil riots:
Following are the general guideline for emergency action:
Intimate nearest police station & stimulate off site emergency plan
Stop unloading / loading operations (if any)
Intimate civil defense dept. about the situation
Security persons shall protect & control law & order.
General action plan
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All personnel handling the emergency should wear PVC suit / alkali suit, gumboot, PVC hand
gloves, PVC goggles.
Isolate the sources of supply.
Cordon off the area.
Avoid the entry of unnecessary people.
Start barricading the area with sand / earth.
Flush the affected body parts with plenty of water and seek medical help.
Evacuation Plan
On hearing the siren all employees shall evacuate the area by safely closing down all operation
as per instructions from their Incident Controller or in nighttime Shift supervisor. After gathering at
assembly points, shift-in-charge should take the roll call & ensure that no person is left trapped.
The Rescue Coordinator or Guard (who is inside the plant for duty) shall ensure that none is
trapped inside the plant. Security guards shall ensure total evacuation.
Main gate will be used for movement of personnel, movement of rescue, medical aid.
Traffic Control
The Security In-charge or Guard shall contact Service Coordinatorand shall make himself
available at main gate for traffic control till local authorities’ help is available.
Unwanted traffic and public gathering shall be controlled & avoided by security personnel till local
help from police is available.
Public Relations
Inevitably a major incident will attract the attention of the press, television and radio services and
anxious inquiries from friends and relatives will be flooding the factory. It is essential to make
arrangements for authoritative release of information to them. SMC/IC who is familiar with
procedures of dealing with such situations, shall take charge of public Relations, information etc.
He will be the sole authoritative source of information to the news media and others.
Declaration of cessation of emergency
Only the Main Site Controller in consultation with Incident Controller and The Service coordinator
(Emergency Fire, Rescue & Security Co-ordinator etc.) will declare the cessation of emergency
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ensuring that all the spillage is arrested or fires are extinguished and there is no risk of re-ignition
(in case of fire).
In the case of gas, the all clear will be declared only when the source of emission has been
effectively isolated and gas clouds dispersed well below safe level.
Even when the all clear Signal has been given, great care is needed while entering affected
areas and no work in connection with salvage, collection of evidence should be commenced until
a thorough examination of the area has been carried out.
The siren code will follow for declaring the cessation of an emergency.
All clear signed shall be given by SMC / Incident Controller.
Plan appraisal and updating
The Onsite Emergency Plan Mock drills will be conducted for the appraisal and updating the
Onsite Emergency Plan.
The Onsite Emergency Plan Mock drills will review the adequacy and effectiveness of the
arrangements made / provided for emergency planning and will cover:
Awareness and promptness of action taken by the employees.
The adequacy of evacuation routes and safe assembly points.
The adequacy of fire fighting system and equipment.
The adequacy of leak / spillage control system and equipment.
The adequacy of transport and medical arrangements.
The adequacy of personal protective equipment and safety equipment etc.
Any inadequacy observed during the mock drill will be corrected and incorporated, the Onsite
Emergency Plan will be updated and any changes made in the Onsite Emergency Plan will be
made known to all.
7.2.4 Safety and mitigating measures
Safety is major consideration for M/s. Vishwa Chemicals and the industry is committed to
mitigate the ris. Important mitigating measures will be provided to contain and control the
emergency are outlined below: -
Fire Prevention and Protection measures
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Fire is the major risk at M/s Vishwa Chemicals because of storage handling and use of
flammable substances within the premises as raw material and products. Adequate control
measures are provided to detect and fight fires. The major firefighting arrangements provided
includes
Fire Detection and Alarm system: in Production block, Good Store/Raw Material Store, Q.C.
Building and Solvent Store areas.
Firefighting Arrangement: fire hydrant system consisting of 5 Nos. of fire hydrants have been
installed and 10 Nos. of Fire Extinguishers, consisting CO2 Type, Dry Chemical Powder Type
and Foam Type, are installed at various locations in the premises.
The nearest fire brigade station is situated at Maninagar approx. 10 km north.
The plant will be equipped with a comprehensive fire protection system. Following facilities will be
provided for the fire protection: -
Fire Water Supply
Fire Hydrant system, Fire sprinkler system with smoke/fire detectors
Water Pump (Hydrant Pump)
Portable Fire Extinguishers
Equipments and Process safety
M/s. Vishwa Chemicals will comply the statutory requirements and provide safety measures. The
following points to be considered:
Guard shall be provided on moving parts of machineries.
Adequate ventilation or other engineering controls shall be provided to keep the airborne
contaminants below their respective threshold limit value.
Lifting tools, tackles and machines and pressure systems will be tested and examined as per
statutory requirement.
Proper earthing and bonding shall be provided etc.
7.2.5 Post emergency planning
All evidences should be collected and accident should be investigated.
Before restart up of the activities, assessthe situation and ensure that it is safe to restart the
plant activities.
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Re-start the plant in the standard sequence.
7.2.6 Health, Safety and Environmental Protection
The policy of the company is to manufacture, handle and dispose off all substances safely and
without creating unacceptable risk to human health or the environment.'
Company is committed to complete safety and accident prevention policies for ensuring the
elimination of risk, accidents by conscientious involvement in Safety and Health Programme. The
industry will;
Establishment and maintain programmes to ensure that laws and regulations applicable to its
products and operations are known as obeyed.
Develop its own standards where laws or regulations may not be adequately protective and
adopt, where necessary, its own standard where laws do not exist.
Stop manufacturing any product or any operation if hazards of the same, to the human
beings and environment are unacceptable.
Each and every employee is expected to adhere to the spirit as well as letters of company
policy.
Any hazards, adverse situation or environmental risk which comes to their attention should be
promptly reported for the corrective measures.
Safety has been accepted as complete and separate functions like other functions such as
production, maintenance, marketing, etc.
Auditing is necessary for an effective health and safety programmes, and periodical auditing
will be carried out.
We believe safety is a team work and each and every employee of the company is
responsible and accountable for the safety.
Employee responsibility
Follow the policy and applicable laws and regulation to protect your own health and safety as
well as that of other workers, the public and the environment.
Present ideas that support the goals of policy.
Promptly report concerns about possible violation of this policy to the persons listed or to your
manager.
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Managers responsible for a facility, activity, product or service will:
Communicate responsibility with employees, communities, customers and government
agencies regarding environmental health and safety issue.
Cooperate with the public, government and other interested parties to develop appropriate
regulatory and public policies that protect employee and public health and the environment.
Implement effective programs, training and best practices for health, safety and environment
protection and for the elimination or reasonable reduction of materials.
Regularly assess plant operations & management. Establish measurements to ensure
compliance with this policy and applicable laws & regulations, when appropriate; review
assessment results with environmental programs.
Ensure that an employee with EHS responsibilities is appropriately screened before
appointment and that continued appropriateness for their position is periodically reviewed.
Develop appropriate program for safety reviews of new and redesigned products prior to sale
and distribution to customers. Monitor after-sale safety performance to identify and address
significant product safety issues.
Work cooperatively with, contractors, business partners & suppliers to ensure that our
relationships with them are supportive of this policy.
Promptly report to medical Services, Environmental Program & your assigned legal counsel
any,
Emergency evacuation, communicable disease or other serious health indent.
Work related employee facilities & other serious safety incidents requiring a report to a
governmental agency.
Information regarding a report to a governmental agency or any governmental allegations of
substantial violations of environmental laws or regulations.
Legal proceedings alleging significant property damage or personal injury from environmental
contamination or exposure to dust/chemical fumes & other information requested by medical
services or Environmental programs.
Training and rehearsing
All employees should know the details of Disaster Management plan and they must receive initial
training in emergency procedures. At suitable intervals this knowledge must be exercised and the
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basic plan reviewed and brought up-to-date. It is essential to establish the necessary confident
volunteers and better expertise, so the individuals can carry out their allocated duties. Rehearsal
of evacuation should be regularly carried out efficiently and should cause minimum disruption to
the normal activities. As per MFR, Mock Drill should be conducted six monthly.An after-mock
drill report may be prepared detailing the lacunas & strong points so as to make improvements in
the emergency action plan.
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CHAPTER 8. PROJECT BENEFITS
8.1 Introduction
Growth in the industrial sector creates new opportunities for employment and can also help
diversify the economy. This is especially important given the high level of urbanization, and growing
levels of unemployment and poverty in many cities. Unemployment is particularly high and an
important factor in continued levels of low human well-being and slow growth. Synergistic growth in
the chemical industries could have positive spin-offs for the socio-economic development. The use
of chemical further leads to development in field of research and development. This chapter
describes about benefits of the project on improvements in the physical infrastructure, social
infrastructure, Employment potential in the region.
8.2 Improvement in the Social Infrastructure
From the very initial stage of the inception of the project, infrastructure development in and around
the project site has kept in consideration. Infrastructure development will be done based on actual
requirement of socio-economic development of the region. The infrastructure development will be
rolled out as part of company’s CSR activity.
8.3 CSR Activities
Budgetary Cost
Initially CSR budget commitment will be approximately 2 % of company’s annual profit.
Sr. No. Details Year Amount, Rs
1 Proposed Expenses for CSR 2017-18 1,00,000
M/S Vishwa Chemicals has already initiated various CSR activities for the development and
care of the area and people. The various CSR activities undertaken by M/S Vishwa
Chemicalsinclude,
Organized Health check up camp for School children.
Tree Plantation on both side of Village Road from Highway to Village.
Funds will be provided to arrange extracurricular activities for nearby schools.
Plants will be maintained at Roads passing nearby.
School uniforms, notebooks and scholarship will be provided to poor students.
Regular medical camps and eye-camps in the surrounding villages to provide treatment
with free supply of medicines and highlight the aspects of hygiene and good health.
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8.4 Economic Development
This project will increase the economic activities around the area, creating avenues for
direct/ indirect employment during operation phase of the project. There would be a wider
economic impact in terms of generating opportunities for other business like workshops,
marketing, repair and maintenance tasks etc.
This project will enhance India’s potential of supplying Bulk Drugs &Intermediates to
leading to step-up of India’s position in global market sector and strengthening of Indian
economy.
The continuous inflow of people will require local transport systems like autos, taxis etc
which would help economic boost.
8.5 Employment Potential
The Project will create direct & indirect employment opportunities within the surrounding region.
The Unit will use good faith efforts to employ local people from the nearby villages depending upon
the availability of skilled & un-skilled man-power surrounding the project site. In operation phase,
the proposed project would require significant workforce of non-technical and technical persons.
Migration of highly education and skilled experience will result in increase of literacy in the
surrounding villages.
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CHAPTER 9. ENVIRONMENTAL MANAGEMENT PLAN
9.1 Prelude
Environmental Management is basically resource management and environmental planning is
similar to development planning. The conventional resource management and development
planning look at the issues from narrow micro-economical point of view while environmental
management views the issues from the broader prospective of long term sustainable development
option, which ensures that the environment is not desecrated. An Environmental Management Plan
is prepared for construction phase, post construction phase (commissioning and operation) and for
post project phase. The environmental management plan is prepared to minimize the impact of
atmospheric emissions, liquid effluents, solid wastes & noise generation on the surrounding
environment.
The baseline settings of different relevant environmental components in the study area are
analyzed and potential impacts on those components due to the proposed project are documented.
The impacts on environment are found to be minimal during the study; however additional
measures are documented for operation phase for further improvement of Environmental Quality in
the form of an Environmental Management Plan (EMP).
Environment, Health and Safety (EHS)
It is of utmost concern for a company to conduct its business in a manner that will promote
the protection of the occupational Health & Safety; Welfare of its employees and others
involved in or affected by its business operations and address the environmental concerns
regarding sustainable development.
To be a responsive and responsible corporate citizen, we shall strive to achieve an
organizational culture of Safety, Health and Environmental excellence.
As an integral part of the company’s business performance, the company shall declare full
commitment to achieve high levels of performance in Health, Safety and Environment.
Continual improvements in Safety, Health and Environment shall be recognized as essential
for the future success of the company.
9.2 The Environmental Management Plan
An Environmental Management Plan (EMP) is prepared to mitigate and manage various
environmental impacts identified. The EMP presents the project specific guidelines on:
Environmental management strategies
Spill prevention and control
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Management of wastes and hazardous chemicals
Air, water and soil quality protection
Noise control
Soil erosion control and slope stabilization
Vegetation, wildlife and habitat protection
Socio-economic and welfare considerations
Risk and disaster management plan
To prepare a checklist for statutory compliance
Due to its complexity and implications, the implementation of the EMP must be executed utilizing a
specific EMS framework. Once an EMP has been approved, it should provide the basis for
environmental considerations of all the activities carried out on the site by the appointed personnel.
With respect to the various environmental impacts identified during the EIA stage, mitigation
measures to prevent or minimize the impacts are suggested for all the environmental components.
The environmental management plan for the proposed project aims to mitigate the potentially
detrimental impacts on the environment, during an operation phase of the project. It is also
necessary that continued compliance with existing environmental regulations is ensured.
9.3 Objectives of Environmental Management Plan
While developing an EMP within the framework of an EMS, it is imperative to have clear
environmental objectives and delineate them. The key environmental management objectives for
this project are to avoid significant adverse environmental impacts and to ensure that where
impacts do occur they are mitigated. In addition, the project proponent aims to meet the following
specific objectives:
To adopt operational methods that will limit environmental degradation.
To protect physical environmental components such as air, water and soil.
To improve workplace conditions for employees by reducing every kind of pollution and
improving workplace environment/atmosphere.
To make budgetary provision and allocation of funds for environment management system
and to timely revision of budgetary provisions.
To implement & ensure effective implementation of research and development program for
the innovative technologies for better environment, resource conservation/
recovery/recycling/reuse.
To eliminate/reduce the possibilityof potential hazard due to operations.
To incorporate the views and perceptions of the local inhabitants in the project.
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To generate employment opportunities wherever possible and feasible.
To provide advanced sophisticated safety system to ensure safety of the public at large.
To establish a long term program to monitor effects of the project on the environment.
9.4 EMP for Construction Phase
There will not be any Environmental management plan required because there is no construction
and/or machenary installation work involved in the proposed expansion.
9.4.1 Air Environment, Noise Environment, water environmrnt, soil/Land Environment,
management of Solid and Hazardous waste, management of Socio- economic
and cultural Environment.
There will not be any significant environmental impacts on the above aspects because there is
minimal construction and/or machenary installation work involved in the proposed expansion
project. The proposed project is an expansion of existing products as well as addition of new
products to the existing manufacturing unit of Synthetic Organic Chemicals& Intermediates. For
the expansion of production capacity, existing facilitieswill be utilized and some machinery such
as reactors, centrifuge, mill, etc. will be installed & some foundation work will also be carried out
as per requirement. Adequate mitigation measures will be taken wherever feasible.
9.5 EMP for Operational Phase
Routine operational activities of the project would be associated with the following potentially
significant environmental impacts. These activities associated with the impacts as listed hereunder:
Routine production activities:
Domestic and industrial waste water treatment
Management of Air, noise, land, water environment
Transport of material
Storage of raw material
Fire/Explosion
The operational phase activities due to proposed expansion project have the potential to cause
long-term environmental impacts. Cumulative impacts due to the air pollution are predicted using
simulation models as discussed in chapter 4.
Several control measures have been incorporated to minimize the generation of wastes and
subsequent environmental impacts during the operational phase. Strict adherence to these pollution
prevention and control measures will moderate the environmental impacts to the minimum possible
level during an operational phase. In general, the environmental management plan during
operational phase of the plant will be directed to the following:
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It will be ensured that all the pollution control/environment management systems are
commissioned before the commencement of operation of the project.
Wherever possible, the control systems will be interlinked with the operational units, so that
failure of the control system will shut down the respective operational unit.
Regular performance evaluation of the control systems will be undertaken to ensure their
optimum performance.
Preventive maintenance schedule of the control systems will be matching with that of the
respective operational unit.
Regular monitoring for various components of environment will be undertaken to ensure
effective functioning of pollution control measures as well as to safe guard against any
unforeseen changes in environment.
Efforts will be made to ensure the maximum utilization of wastes generated.
During the operational phase, there will not be any significant impacts on various
environmental components. Hence, the following Management Plan is recommended to
mitigate adverse impacts during operation phase:
9.5.1 Management of Air Environment
Emission at M/s Vishwa Chemicals will be in the form of the particulate matters and gases from
stack attached to Boiler, Scrubber, DG Sets.
A) To control gaseous emissi.ons following measures are recommended:
Regular monitoring of stacks and vent will be carried out to check the emissions. In case
emission exceeds, the corrective measures shall immediately be taken and records of the
same will be maintained.
Regular ambient air quality monitoring shall be carried out within premises and nearby area
for PM2.5, PM10, SO2, NOx, HCl and VOCs.
Emergency process Shut-down existence in case of any pollution control system deviation.
B) To control fugitive emissions following measures are recommended:
Controlled emissions and provision of PPEs for the workers.
Provision of mechanical seal in pumps.
Regular inspection of tank roof seals.
Adequate measures for the minimization/prevention of the fugitive emission.
Regular maintenance of valves, pumps and other equipment to prevent leakage.
Entire process is carried out in the closed reactors with proper maintenance of pressure and
temperature.
Regular periodic monitoring of work area to check the fugitive emission.
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The unit will also provide adequate stack monitoring facilities for the periodic
monitoring of the stack to verify the compliance of the stipulated norms.
Adequate stack heights as per the CPCB estimation will be provides at all locations to
reduce GLCs of pollutants.
Greenbelt development shall be implemented to mitigate impacts from fugitive emissions.
About 12 % of the total area of project area is developed as a greenbelt.
The air quality surveillance program will be undertaken for proposed and the program may
be strengthened properly keeping in view the combined maximum impacts from post-project
activities particularly in critical downwind directions. Moreover, in view of the industrialization
in the region, the possibility of an integrated ambient air quality-monitoring program together
with surrounding industries may be explored in consultation with GPCB.
Air Pollution Control System is already installed in the plant.
9.5.2 Management of Noise Environment
To minimize the noise pollution, the unit proposes the following noise control measures:
Manufacturers/suppliers of major noise generating machines/equipments like air
compressors, feeder pumps, etc. shall be instructed to make required design modifications
wherever possible before supply and installation to mitigate the noise generation and to
comply with the regulatory norms with respect to noise generation.
Periodic maintenance of machinery and vehicles should be undertaken to reduce the noise
impact.
Employees should be provided with Personal Protective Equipments like earplugs or
earmuffs, wherever required.
Extensive oiling, lubrication and preventive maintenance will be carried out for the
machineries and equipments to reduce noise generation.
Areas with high noise levels will be identified and will include prominently displayed caution
boards.
The green belt area is developed within industrial premises and around the periphery to
prevent the noise pollution in surrounding area.
Noise monitoring shall be carried out to check the efficacy of maintenance schedules
undertaken to reduce noise levels and noise protection measures.
Good quality digital sound level meter isin place to monitor noise level.
The sources of intermittent noise generating equipment (water pumping equipment, DG set,
compressor etc.) are provided with appropriate acoustic barriers so that the noise level
within prescribed limits of CPCB.
Implementation of greenbelt development/landscaping will reduce noise impacts within the
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project premises to a great extent.
It is recommending to measure and maintain records of noise level at various places within
and outside factory premises.
9.5.3 Management of Water Environment
Water conservation measures shall be taken to optimize the fresh water requirement in proposed
project activities. Total fresh water requirement at M/s Vishwa Chemicals shall meet through GIDC,
Ankleshwar. Total Water requirement of the proposed project for domestic & Industrial activity
during operation phase will be 13.0 KLD.
The mitigation measures for minimizing the impacts on water environment in general includes
following:
Optimum utilization of water resource.
Minimize waste generation and facilitate treatment.
Reuse/recycle and disposal.
Use of high-pressure hoses for cleaning the floor to reduce the amount of wastewater
generated.
Reducing the actual process water consumption by way of improvement in operation of
processing units.
Ensuring proper operation and maintenance schedule for the ETP.
Advance controls and instrumentation for operations and control and leak detection
techniques shall be implemented for this project.
Record of the inlet water & wastewater outlet quantity and treated water/disposal
quantity shall be maintained.
Treated water will be reused in flushing, gardening, colling and washing to minimize the
fresh water consumption.
9.5.4 Management of Land Environment
The management plan for this component of environment lays emphasis on development of
greenbelt comprising of appropriately selected species of shrubs and trees. Plantation has been
made on sites, road sides and around waste treatment units. Such a development of greenbelt and
plantation of shrubs and trees will not only significantly reduce or mitigate adverse impacts due to
aerosols and gaseous pollutants, noise, odournuisance etc, but also, serve as shelter belts for
avifauna, stabilize and improve soil permeability and aesthetic environment.
9.5.5 Management of Solid and Hazardous Waste
Waste is an unavoidable byproduct of human activity. Economic development, rapid urbanization &
improved living standards have led to the increase in quantity & complexity of the waste generated.
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Proper disposal of waste is essential for preservation and improvement of public health.
Solid waste management is one of the most essential services for maintaining the quality of life in
the plant and for ensuring better standards of health and sanitation. Solid waste generated in the
plant area can be handled under two main categories, namely domestic wastes and industrial
wastes. Effective measures will be taken to effectively implement the solid waste management
systems in the plant. Solid waste will be handed over to authorized vendor for disposal.
The Hazardous waste will be handled as per Hazardous and other Wastes (Management and
Transboundary Movement) Rules, 2016.
The hazardous wastes generated such as used oil, Distillation residues, Waste residues, spent
solvents, Hydrobromic acid, Ammonium Chloride, ETP Sludge, Oil & grease skimming, Filter
material, discarded product material (R & D basis) and Discarded containers generated from the
proposed project shall be collected in barrels and shall be sold to the authorized recyclers or
CHWTSDF site or authorized vendor identified by the GPCB/CPCB.
General Guidelines for Waste Management:
1. Solid Waste The solid waste shall be segregated as bio-degradable and non-biodegradable.
The organic waste will be segregated and handed over to outside agency for disposal.
The non-biodegradable (inorganic) waste shall be handed over to authorized recycler for
further handling and disposal.
Reuse of paper and plastic waste.
Planned system for waste collection, segregation and disposal.
2. Hazardous waste
Hazardous waste will be stored in proper storage room and handed over to authorized
vendor for final disposal.
The collection, storage and disposal of hazardous waste will be as per Hazardous and other
Wastes (Management and Transboundary Movement) Rules, 2016, and hence no adverse
impact on land environment is envisaged.
9.5.6 Management of Hazardous Raw materials
The Hazardous raw materials will be handled with every care and precautions. SOP will be followed
for handling the chemicals. The list of raw materials and storage is given in chapter-2.
9.5.7 Management of Biological Environment
Wastewater (Effluents) generated by industry and domestic wastewater (sewage) will be
treated adequately. No contaminated water will be allowed to enter the surrounding
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environment or surface water body.
Green beltis developed all along the boundary of the installation by choosing fast growing
and resistant varieties suitable to the soil conditions in the site (native plants) and special
care will be taken to maintain it.
Survival rate of the planted trees will be closely monitored in the green belt and the trees
which could not survive should be counted.
There will be a waste management plan developed for categorization and handling of
wastes.
9.5.8 Management of Socio-economic factors
In order to mitigate the impacts likely to arise out of the proposed project and also to
maintain goodwill of local people for the proposed project, it is necessary to take steps for
improving the social environment. Necessary social welfare measures by the industry will be
useful in gaining public confidence depending on local requirement.
Some basic amenities, viz. safe drinking water supply, regular medical checkup in the
villages will be taken up.
Formal and informal training to be provided to the employees of the effected villages due to
the project will be taken up on priority basis. Job oriented skill training, courses may be
organized.
Personal protective facilities like helmets, safety (gas) mask/safety dress, shoes etc. are
ensured for all workers, engaged in operation.
9.5.9 Management of Traffic
Two gates, one for entry and the other for exit are provided with 8m wide approach roads.
Convex mirror placed along all critical points for visibility.
Adequate Ramp Feeds will be provided.
Flow of traffic is eased out by providing adequate entries and exits space.
Zebra crossings shall be provided on the existing road for pedestrian access.
Entry and exit is managed by security personnel who also regulate the traffic.
Thus the traffic management will be easily and smoothly monitored without any hindrances
to the regular flow of traffic on the main road.
9.6 Additional Mitigation Measures
In addition to the above suggested measures for management of air, water, soil, traffic etc following
additional measures shall be provided.
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9.6.1 Water Conservation
Water conservation will be practiced to the extent possible by use of reclaimed water for all non
potable application like gardening, lawns, floor washing, flushing toilets etc.
A. Minimizing Water Consumption
Combination of water saving appliances and water management measures will be planned in the
plant. The message of water conservation will be spread to all occupiers on site by way of
awareness campaigns and circulars. Specific measures that will be implemented include the
following:
B. Management Measures
Reduce toilet cistern volume in single flush models.
Promote awareness on water conservation and reducing water wastage.
Quick fixing of leaking taps pipes and toilet cisterns.
Sweep with a broom and pan where possible, rather than hose down external areas.
C. Water Saving Investments
Reduce water delivery in taps and showers, through the installation of low flow devices or
aerators on showerheads.
Spring-loaded taps.
Installation of sub-meters on key areas of water use-monitoring is a precursor for
management.
Water Efficient Plumbing Fixtures.
9.6.2 Energy Conservation
Energy conservation measures are often the easiest, quickest and cheapest way to reduce costs
and be environmentally pro-active. Energy conservation will be one of the focuses during planning
and operation stages. The conservation efforts would consist of the following:
A. Architectural design
Public areas will be cooled by natural ventilation as opposed to air-conditioning.
Maximize the use of natural lighting through design.
B. Energy Saving Practices
Purchase of energy efficient appliances.
Constant monitoring of energy consumption and defining targets for energy conservation.
Adjusting the settings and illumination levels to ensure minimum energy used for desired
comfort levels.
Condensates are recovered and send back to boiler.
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Proper temperature controls are provided to reduce load on heating systems.
Proper load factor is maintained by the company.
Company will adopt good maintenance practices and will maintain good housekeeping
which will help in better illumination levels with least number of fixtures.
On most of roofs transparent acrylic sheets are provided to use day light and to stop use of
lights during day time.
CFL/LED lamps are provided, wherever applicable.
To the extent possible and technically feasible, energy efficient equipment is selected.
Gravity flow is preferred wherever possible to save pumping energy.
Recycling of water will have done.
C. Behavioral change on consumption
Awareness on energy conservation.
Training to staffs on methods of energy conservation.
D. Solar Architectural Features
The proposed project will provide enough day light factors in the building to permit maximum day
light to interior to minimize overall energy consumption.
These features will also minimize the impact of climate both in summer and in winter and as a
result, the use of electricity will likely to be reduced.
E. Thermal Characteristics of Building Envelope
Focusing on the high performance energy efficient U & R values can bring down the building energy
consumption i.e. the operational cost for any commercial buildings. To evaluate the energy
performance, the heat transfer coefficient (U-value) and Resistance (R) factors are to be considered
for the building.
9.6.3 Storm Water Management
Surface drainage has designed based on the maximum rainfall intensity prevalent in the area.
Storm water drains is already constructed & channelized to existing ETP. Storm water from the
entire plot is collected through network of storm drains. The dimension of the existing drain is 100
mm x 100 mm.
9.6.4 Green Belt Development
An ideal green belt always imparts scenic beauty besides providing roosting/perching place for
birds and ground surface for naturally available reptiles, other flora and fauna species, to make the
area more natural and hazard free.
Most of the existing trees will be retained at site so as to minimize adverse impact on flora and
fauna. It is proposed to add local fast growing species for landscaping. Development of green belt
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with carefully selected native plant species is of prime importance due to their capacity to reduce
noise and air pollution impacts by attenuation/assimilation and for providing food and habitat for
local macro and micro fauna. This not only overcomes the problem but also enhances the beauty of
area that will attract bird and insect species and by this way ecology of the area will maintain to a
great extent. For developing the greenbelt in and around proposed project sites care need to be
taken to plant the evergreen species. The planting of evergreen species may have certain
advantages that may reduce the environmental pollution.
Preparation of Greenbelt Plan
The greenbelt is of a suitable width where addition saplings will be provided along the periphery of
project site area including unit complex, space between the units located within the project, along
the roads, storage areas, loading / unloading areas of products etc.
Greenbelt Area Details
A. Within project site
Green belt will be developed in 257 m2 area of the total plot area. Additional saplings will be
planted on the periphery of the boundary of the plot.
B. Roadside Plantation
Roadside plantation plays a very important role for greening the area, increasing the shady area,
increasing aesthetic value and for eco-development of the area. The approach roads to project site
will be planted with flowering trees.
The trees should be tall in peripheral curtain plantation and with large and spreading canopy in
primary and secondary attenuation zone. It is also recommended to plant few trees, which are
sensitive to air pollution as air pollution indicator.
Green belt Development in premises
Unit has proposed Environment
A total of 257 m2 of greenbelt area will develop within plant premises of the total area) as per CPCB
norms. It is proposed to plant additional local, fast growing species with adequate spacing and
density for their fast growth and survival for landscaping.
9.6.5 Odour Management Plan
Odour Problem and Sources of Emissions
Causes of odour can be bad sanitation, bacterial growth in the interconnecting pipes &
unattended drains etc.
Remedial Measures
Better management to avoid staling.
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Use of sanitation biocides to minimize the growth of aerobic/anaerobic micro–organisms.
Steaming of major pipe lines.
Proper cleaning of drains.
Regular use of bleaching powder in the drains to avoid growth of sulphur decomposing
micro-organisms to control H2S generation.
Following Additional methods can also be used to reduce odour nuisance:
Green belt development in the buffer zone may help at least partially to mitigate / obfuscate
the odour.
Ensuring that the operation is carried out under the best management practices.
If still the odour persists then the nozzles, sprayers and atomizers that spray ultra-fine
particles of water or chemicals can be used along the boundary lines of area sources to
suppress odour.
9.6.6 Safety measures to prevent the Occupational Health Hazards
Pollution Control system will be installed.
Proper storage tanks will be designed.
Electrical equipments will be properly earthed & lock out/tag out, electrical isolation method
shall be developed & displayed at required locations.
Proper training shall be given to all the employees at regular time period to bring
awareness among the employees.
9.6.7 Social welfare measures for future planning
To provide materials and monetary aid to schools, primary health centers, hospitals and places of
worship.
Planning to create more effective medical, educational and recreational facilities for our
employees.
Rural Development Programmers for up liftmen of people in the form of de-addiction, self-
help, vocational training and guidance etc.
Contributed in any welfare society.
Adoption of Local School/Slum for up liftmen of locals.
9.7 Summary of Environment Management Plan and Actions
A summary of the recommended measures or actions proposed with respect to the various
envisaged impacts as a part of Environment Management Plan is given inbelow table:
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Table 9.1: Summary of Environmental Management Plan
Sr.
No.
Environmental
Component
Potential
Impacts
Potential
source of
Impact
Controls though EMP
and Design
Impact
Evaluation
1. Water Water
contamination
Operation
phase:
Discharge of
domestic
wastewater
Domestic waste water
will be disposed in soak
pit.
No adverse
impact
Surface runoff
from site
Storm Water
Management has already
been provided to prevent
runoff and water logging.
Positive
impact
Generation of
industrial waste
water
Waste water from
washing activity will be
collected and reused.
No adverse
impact
2. Air Quality Particulate &
gaseous
emissions of
SPM, SO2,
NOx
Operation
Phase:
DG Set
Applicable height of
stack will be maintained.
Periodic maintenance
of DG set & monitoring
will be carried out.
No
significant
impact
Particulate &
gaseous
emissions of
SPM, SO2,
NOx
Emissions from
vehicular traffic.
Adequate wide
approach road is
proposed for smooth
vehicular movement.
Approach road side
plantation will further act
as sink to gaseous
emission.
No
significant
impact
Flue gas
emissions &
process
gaseous
emissions
Boiler, Process
reactor
Adequate stack height
is provided for flue gas
emissions.
is provided for process
gaseous emissions.
No
significant
impact
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Sr.
No.
Environmental
Component
Potential
Impacts
Potential
source of
Impact
Controls though EMP
and Design
Impact
Evaluation
3. Noise Increase in
noise level
Operation
Phase:
Vehicles
movement
Wide road and ample
parking space are
provided. Vehicles with
inbuilt silencer shall be
allowed in the site.
No
significant
impact
Pumps,
compressors &
other
machineries
Adequate baffling and
mufflers are provided.
No
significant
impact
D.G. sets
operations
Generator with inbuilt
muffleris provided.
Ear plugs shall be
provided to operators of
DG set.
Periodic maintenance
& monitoring of DG set
for noise level.
No impact.
4. Land Land
contamination
Operation
Phase:
Municipal solid
waste like
rubbish, paper,
plastic garbage
etc.
Efficient solid waste
collection and storage
facility is proposed.
No
significant
impact
Segregation of waste as
biodegradable and non
biodegradable waste will
be done and shall be
handed over to
authorized
vendor/recycler.
No
significant
impact
Hazardous
wastes like
used oil,
discarded
containers,
used filter cloths
etc.
All the hazardous
waste will be properly
stored & disposed off to
CHWTSDF site or sold to
the authorized vendor for
reuse/recycling.
No
significant
impact
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Sr.
No.
Environmental
Component
Potential
Impacts
Potential
source of
Impact
Controls though EMP
and Design
Impact
Evaluation
5. Biodiversity
Impact on
Flora &
Fauna
Operational
Phase:
Increase of
green cover
Green belt is already
developed as per
landscaping plan at site
and periphery of the
boundary.
Positive
impact
6. Traffic Pattern
Increase of
vehicular
movements
Operational
Phase:
Traffic due to
commercial
once the site is
operational
Vehicular movement
will be regulated inside
the site with adequate
roads and parking shall
be provided.
Insignificant
impact
7. Socio-
Economic
Increase in
Job
opportunities
Operational
Phase
Socio-economic
development through
CSR activity will be made
Positive
impact
The Environmental Management Plan shall be effectively implemented so that optimum benefit
could be achieved. The Environmental Management and Monitoring Plan shall be synchronized
with the operational schedules.
9.8 Findings
From the foregoing sections it is clear that environmental considerations are foremost during
operational phase of the project.
The following findings are to be mentioned:
The Project will have no significant environmental impacts during operational phase.
Project risks will be minimized through rigorous enforcement of international design and
operational standards.
The environmental and safety aspects of the project are straightforward and well
understood.
A detailed environmental impact study is carried out and EMP will be implemented. No
further studies are required to elaborate these subjects.
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The EMP also provides for establishing, and maintaining a system of environmental monitoring
and auditing to ensure strict compliance of all the measures identified in the EMP, and minimize
adverse environmental and social impacts.
9.9 Conclusions
During operation phase of the project, none of the routine activities will cause any noticeable
impact on any component of the environment, including the socio-economic component. Provision
of green belt, storm water management and energy conservation shall further facilitate in overall
scenario management of Environment.
Thus, it can be concluded on a positive note that after the implementation of the mitigation
measures and Environmental Management Plan, the proposed project shall have negligible impact
on environment and will benefit the local people and economy.
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CHAPTER 10. CONCLUSION
The present report is based on the work carried out by M/s. B. S. RANA baselinedata collection
carried out by them only. The EIA report contains in depth study on Environmental quality and
EnvironmentalManagement Plan to mitigate the impacts including Risk Assessment and
DisasterManagement Plan. The project is technically, environmentally and
socioeconomicallyviable and is beneficial at local level, state level and national level.
The project M/s Vishwa Chemicalsseems to be safety conscious and awareabout impacts of
industrial projects and is environment friendly.
We may conclude as under:
The project proponent will follow all the statutory norms and guidelines as per EPA, 1986 to
safeguard environment.
Industrial & domestic wastewater generated fromthe proposedproject will be treated in ETP
& treated water shall be recycled in plant operations & reused in gardening, flushing, cooling
& washing. Thus, will achieve Zero Liquid Discharge (ZLD).
Ambient Air Quality of the project site are concerned viz. SPM (PM10& PM2.5), SO2 and
NOx, their concentrations in the ambient air at the proposed site were observed to be well
within the prescribed limits.
The operational phase noise shall be within industrial premises which will not exceed 75 dB
(A).
No significant impact is seen on flora and fauna.
The project will generate employment opportunities during an operational stage. The
standard of living of local people due to employment is likely to be better, so we may say
that it is positive socio-economic impact. The region will get economic boost.
Overall, the project will have positive impact for socio-economic and cultural development.
B. S. RANA
FOR P
A
PROPOSED MA
EIAANUFACTURING
A REPORT G OF SYNTHET
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TIC ORGANIC CCHEMICALS
M/
/s. vishwa chemicals
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