Environmental Impact Assessment &
Environmental Management Plan (EIA & EMP Report)
FFOORR
Expansion of Project by
Addition of New Products
(Pharma Intermediates)
AATT
MM//ss.. JJAAYY AAGGRROO IINNDDUUSSTTRRIIEESS
Plot No. 5805, GIDC Industrial Estate, Ankleshwar, Dist - Bharuch, Gujarat.
Prepared by:
ENVIROCARE TECHNOCRATS PVT. LTD. (((NABET Accredited No. NABET/EIA/1821/RA 0134 rev. 01)))
201 – New Opera House, Near CNG pump & Harish Dyeing, Khatodara, Surat – 395002. E –mail: [email protected] / [email protected] Mobile: 9727925122
LIST OF CONTENTS
Sr. No. Description Page No. CHAPTER 1:- INTRODUCTION
1.1 Introduction 1-1
1.2 Proposed Project 1-1
1.3 Need for the Project 1-1
1.4 Purpose of the Report 1-1
1.5 Identification of Project & Project Proponent 1-2
1.5.1 Identification of Project 1-2
1.5.2 Project Proponent 1-2
1.6 Brief Description of Nature, Size, Location of the Project And Its Importance to the Country, Region 1-2
1.6.1 Nature & Size of Project 1-2
1.6.2 Location of Project 1-2
1.6.3 Project Importance to the Country, Region 1-4
1.7 Project Site Description 1-4
1.8 Nearest Key Infrastructure Features From Project Site 1-5
1.9 Proposed Schedule for Approval and Implementation 1-5
1.10 Scope Of The Study – Details of Regulatory Scoping Carried Out (As Per Terms of Reference) 1-6
1.11 Regulatory Framework 1-6
CHAPTER 2:- PROJECT DESCRIPTION 2.1 Type of the Project 2-1
2.2 Technology & Process Description 2-1
2.2.1 List of Product and Raw Material 2-1
2.2.2 Physico – Chemical Properties of Raw Materials 2-8
2.2.3 Means of Storage and Transportation of Raw Materials and Products 2-13
2.2.4 Manufacturing Process with Flow Diagram and Material Balance 2-19
2.2.5 Solvent Recovery Process 2-56
2.3 Project Description 2-57
2.3.1 Drawings Showing Layout Plan 2-57
2.3.2 Land Requirement 2-58
2.3.3 Electric Power Requirement 2-58
2.3.4 Water Requirement, Availability, Wastewater Generation & its Disposal 2-59
2.3.5 Details of Effluent Treatment Plant 2-61
2.3.6 Detailed Treatability Study vis-à-vis the adequacy and efficiency of the treatment facilities proposed for the wastewater to be generated
2-62
2.3.7 Techno-Economic Viability for the CMEE facility 2-62
2.3.8 Air Pollution & Its Control System 2-65
2.3.8.1 Flue Gas Emission & Process Gas Emission 2-65
2.3.8.2 Details of Fugitive Emission 2-66
2.3.9 Hazardous/Solid Waste Generation and Its Management 2-67
2.3.10 Employment Generation 2-74
2.3.11 Project Cost 2-74
CHAPTER 3:- DESCRIPTION OF THE ENVIRONMENT 3.1 Study area 3-1
3.2 Components & Methodology of Baseline Survey 3-2
3.2.1 Establishment of Baseline for Valued Environmental Components 3-2
3.3 Methodology 3-2
3.4 Climate & Meteorology of the Study Area 3-4
3.5 Site Specific Meteorology 3-7
3.5.1 Monitoring Methodology for Meteorological Parameters 3-7
3.5.2 Site Specific Meteorological Data 3-7
3.6 Details of Baseline Study 3-9
3.6.1 Ambient Air Environment 3-9
3.6.2 Noise Environment 3-22
3.6.3 Water Environment 3-25
3.6.4 Soil Environment 3-31
3.6.5 Land Use Pattern 3-33
3.6.6 Topography 3-41
3.6.7 Drainage Pattern 3-42
3.6.8 Geology & hydrogeology 3-43
3.6.9 Biological Environment 3-46
3.6.10 Socio Economic Environment 3-51
CHAPTER 4:- ANTICIPATED ENVIRONMENTAL IMPACT AND MITIGATION MEASURES
4.1 Introduction 4-1
4.2 Impact Assessment Matrix 4-1
4.3 Overall Impacts on Environment 4-3
4.3.1 Impact on Air Environment 4-3
4.3.1.1 Assessment of Impacts on Air Quality Using Dispersion Model 4-5
4.3.2 Impact on Water Environment 4-12
4.3.3 Impact on Noise Environment 4-13
4.3.4 Impact on Land/Soil Environment 4-14
4.3.5 Impact on Biological Environment 4-15
4.3.6 Socio Economic Impact 4-15
4.4 Environmental Impact & It’s Mitigation Measures 4-17
CHAPTER 5:- ANALYSIS OF ALTERNATIVES
5.1 Description of each Alternative 5-1
5.1.1 Alternative for Site 5-1
5.1.2 Technology Alternative 5-1
5.2 Selection of Alternative 5-2
5.2.1 Site Selection 5-2
5.2.2 Technology Selection 5-2
CHAPTER 6:- ENVIRONMENTAL MONITORING PROGRAMME
6.1 Need of Environmental Monitoring Programme 6-1
6.2 Environmental Monitoring Programme & Control 6-1
6.3 Summary of the Environmental Monitoring Program 6-2
6.4 Reporting Schedules of the Monitoring Data 6-3
CHAPTER 7:- ADDITIONAL STUDIES
7.1 Risk Assessment 7-1
7.1.1 Introduction 7-1
7.1.2 Scope of Study 7-1
7.1.3 Objectives of Risk Assessment 7-1
7.1.4 Methodology to Conduct Risk Assessment 7-2
7.1.5 Hazardous Substances to be Handled at Point 7-2
7.1.6 Location of Storage Facilities 7-6
7.1.7 Hazard Identification 7-7
7.2 Accident or cause consequence analysis 7-8
7.2.1 Assumptions for Consequence Analysis 7-9
7.2.2 Scenarios Considered for Consequence Analysis 7-10
7.3 Details of safety measures 7-25
7.3.1 Leak detection and repair programme 7-28
7.4 Details of hazardous characteristics and toxicity of raw materials and the control measures
7-30
7.5 List of Chemicals and their Antidotes 7-34
7.6 Details of Possibilities of Occupational Health Hazards 7-35
7.7 Occupational Health 7-37
7.7.1 Hospital Facilities 7-37
7.7.2 Factory Medical Officer 7-37
7.7.3 Ambulance Van 7-37
7.7.4 First Aid Box 7-37
7.7.5 Periodic Medical Examination 7-37
7.7.6 Health Evaluation of Workers 7-38
7.7.7 Workplace Monitoring Plan 7-38
7.7.8 EMP to Keep Air-Born Concentration of Toxic and Hazardous Chemicals Below Its PEL/TLV
7-39
7.8 Details of Fire Fighting System 7-39
7.9 Checklist in the Form of Do’s & Don’ts of Preventive Maintenance, Strengthening of HSE, Mfg. Utility Staff for Safety Related Measures
7-41
7.10 Disaster Management Plan 7-43
7.10.1 On-Site Emergency Plan 7-43
7.10.2 Off-Site Emergency Plan 7-52
CHAPTER 8:- PROJECT BENEFITS
8.1 Improvement in Physical Infrastructure 8-1
8.2 Improvement in Social Infrastructure 8-1
8.3 Employment Potential – Skilled; Semi-Skilled and Unskilled 8-2
8.4 Other Tangible Benefits 8-3
CHAPTER 9:- ENVIRONMENTAL COST BENEFIT ANALYSIS 9-1
CHAPTER 10:- ENVIRONMENTAL MANAGEMENT PLAN
10.1 Introduction 10-1
10.2 Environmental Management Practices 10-1
10.2.1 Air Environment 10-1
10.2.1.1 Fugitive Emission 10-3
10.2.2 Water Environment 10-5
10.2.3 Noise Environment 10-6
10.2.4 Land/Soil Environment 10-6
10.2.5 Biological Environment 10-7
10.2.6 Socio Economic Environment 10-8
10.3 Resource Conservation/Waste Minimization 10-8
10.4 Odour Control Plan 10-9
10.5 Plans for Management, Collection & Disposal of Waste Streams to be Generated from Spillage, Leakages, Vessel Washing etc.
10-10
10.6 Greenbelt Development Plan 10-10
10.7 Health & Safety 10-12
10.7.1 Environmental Health and Safety Management System 10-12
10.7.2 Worker Health and Safety Plan 10-13
10.7.3 Details on various SOP to be prepared 10-13
10.7.4 Details on Workers Training 10-14
10.8 Environmental Monitoring 10-15
10.9 Environment Budget Allocation 10-17
10.10 Environment Management Cell 10-18
10.11 Reporting System of Non Compliances/Violations of Environmental Norms
10-19
10.12 Environment Policy 10-20
CHAPTER 11:- SUMMARY
11.1 Background 11-1
11.2 Project Description 11-1
11.3 Description of Environment 11-11
11.3.1 Air Environment 11-11
11.3.2 Water Environment 11-13
11.3.3 Noise Environment 11-14
11.3.4 Soil Environment 11-14
11.4 Environmental Impacts and Mitigation Measures 11-14
11.4.1 Air Environment 11-14
11.4.2 Water Environment 11-16
11.4.3 Noise Environment 11-17
11.4.4 Land/Soil Environment 11-18
11.4.5 Biological Environment 11-19
11.4.6 Socio Economic Environment 11-20
11.5 Environmental Monitoring Program 11-20
11.6 Additional Studies 11-21
11.7 Project Benefits 11-22
11.8 Environmental Management Plan 11-22
11.9 Conclusion 11-23
CHAPTER 12:- DISCLOSURE OF CONSULTANT 12.1 Resume and Nature of Consultancy Rendered by Envirocare
Technocrats Pvt. Ltd. 12-1
12.2 Accreditation 12-2
LIST OF TABLES
Table No. Title
Page No.
CHAPTER 1:- INTRODUCTION 1.1 Nearest Key Infrastructure Features from Project Site 1-5
CHAPTER 2:- PROJECT DESCRIPTION 2.1 List of Product 2-1 2.2 List of Product wise Raw Material 2-3 2.3 Physico – Chemical Properties of Raw Materials 2-8 2.4 Means of Storage and Transportation of Raw Materials and Product 2-13 2.5 Land Area Bifurcation 2-58 2.6 Electric Power Requirement 2-58 2.7 Water Consumption & Wastewater Generation 2-59 2.8 Details of Flue Gas Stack 2-65 2.9 Details of Process Gas Vent 2-65
2.10 Construction, Domestic & Industrial Waste Generation & Its Management
2-67
2.11 Hazardous Waste Generation and Its Management & Handling 2-68 2.12 Estimated Project Cost 2-74
CHAPTER 3:- DESCRIPTION OF THE ENVIRONMEN
3.1(A) Rainfall Data (January 2016 to December 2016) 3-4 3.1(B) Mean Monthly Average Max. & Min. Temperature 3-5 3.1(C) Mean Monthly Wind Speed Data 3-5 3.1(D) Average Monthly Relative Humidity 3-6
3.2 Site Specific Meteorological Data 3-7 3.3 Details of Ambient Air Sampling Location 3-10 3.4 Ambient Air Quality Status of Study Area 3-12 3.5 Details of Noise Sampling Location 3-23 3.6 Average Noise Level Data 3-24 3.7 Details of Ground Water & Surface Water Sampling Location 3-26 3.8 Quality of Ground Water in the Study Area 3-27 3.9 Quality of Surface Water in the Study Area 3-29
3.10 Details of Soil Sampling Location 3-32 3.11 Soil Sample Analysis Report 3-33 3.12 Major Landuse units of the study area 3-36
3.13 Landuse Categories within 10 Km Buffer zone and their Spatial Extent 3-39
3.14 Stratigraphic sequence of the area 3-44 3.15 Details of EB Sampling Location 3-48 3.16 Identified Villages in the Study Area 3-51 3.17 Population Details 3-53 3.18 Scheduled Castes and Scheduled Tribes 3-54 3.19 Literacy Details 3-55 3.20 Occupational Layouts 3-56
CHAPTER 4:- ANTICIPATED ENVIRONMENTAL IMPACT & MITIGATION MEASURES 4.1 Impact Identification Matrix 4-2 4.2 Environmental Impact & It’s Mitigation Measures 4-17
CHAPTER 5:- ANALYSIS OF ALTERNATIVES 5.1 Technology Selected 5-2
CHAPTER 6:- ENVIRONMENTAL MONITORING PROGRAMME 6.1 Environment Monitoring Plan 6-2
CHAPTER 7:- ADDITIONAL STUDIES 7.1 Important Characteristics of the Chemicals 7-3 7.2 Details of Hazardous Characteristics and Toxicity of Raw Materials 7-30 7.3 Details of Occupational Health Hazards 7-35 7.4 Checklist of Do’s & Don’ts 7-41
CHAPTER 10:- ENVIRONMENTAL MANAGEMENT PLAN 10.1 Details of Year wise Tree Plantation Programme 10-11 10.2 Proposed Trees for Green Belt 10-11 10.3 Environment Monitoring Plan 10-15 10.4 Record Keeping Requirements 10-16 10.5 Environment Budget Allocation 10-17 10.6 Environment Management Cell 10-19
LIST OF FIGURES
Figure No.
Title Page No.
CHAPTER 1:- INTRODUCTION 1.1 Location Map 1-3 1.2 Short View 1-3 1.3 Long View 1-4
CHAPTER 2:- PROJECT DESCRIPTION 2.3.1 Drawing Showing Layout Plan 2-57
CHAPTER 3:- DESCRIPTION OF THE ENVIRONMENT 3.1 Satellite Image of Study Area (10.0 Km Radius) 3-1
3.2 Site Specific Pre-dominant Wind Rose Diagram for March, April & May -2017 3-8
3.3 Satellite Image Showing Ambient Air Sampling Location 3-10 3.4(A) Graphical Representation of PM10 Concentration 3-20 3.4(B) Graphical Representation of PM2.5 Concentration 3-20 3.4(C) Graphical Representation of SO2 Concentration 3-21 3.4(D) Graphical Representation of NOX Concentration 3-21 3.4 (E) Graphical Representation of CO Concentration 3-22
3.5 Satellite Image Showing Noise Sampling Location 3-23 3.6 Satellite Image of Ground Water & Surface Water Sampling Location 3-26 3.7 Satellite Showing Soil Sampling Location 3-32 3.8 Remote sensing satelite image 3-34 3.9 Landuse map of 10 Km radial buffer around Project Site 3-37
3.10 Topography Map 3-42 3.11 Drainage Map 3-43 3.12 Geological Map 3-44 3.13 Hydrogeological Map 3-45 3.14 Hydrogeomorphology Map 3-46 3.15 Satellite Image of EB Sampling Location 3-47
CHAPTER 7:- ADDITIONAL STUDIES 7.1 Location of Storage of Various Chemicals 7-6
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
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 ofEIA report, including EMP and the post-project monitoring plan in brief.
Please refer Chapter – 11.
3. Justification for selecting the proposed product and unit size.
For justification for selecting the proposed product and unit size, Please refer section 2.1 of Chapter – 2 at page no. 2-1.
4. Land requirement for the project including its break up for various purposes, its availability and optimization.
Please refer section 2.3.2 of Chapter – 2 at page no. 2-58.
5.
Land possession documents. Copy of NA order showing permission to use the project land for industrial purpose. If located in GIDC, copy of plot holding certif icate obtained fromGIDC Authority.
For GIDC plot allotment letter, Please refer Annexure – 1.
6. Location of the project site and nearest habitats with distances from the project site to be demarcated on a topo sheet (1: 50000 scale).
For topography map, Please refer section 3.6.6 of chapter – 3 at page no. 3-42.
7. Topography detai ls of the project area. Please refer section 3.6.6 of chapter – 3 at page no. 3-41.
8. Geological features and geo-hydrological status of the study area.
Please refer section 3.6.8 of chapter – 3 at page no. 3-43.
9. In case of project located outside notif ied area: Legal Undertaking stating that unit is comply ing the th ree cond i t ions [ i .e . wa te r consumpt ion less than 25 M 3 /day; Fue lconsumption less than 25 TPD; and not covered in the category of MAH units as per theManagement, Storage, Import of Hazardous Chemical Rules (MSIHC Rules), 1989] as perthe amendment to EIA Notification, 2006 vide SO 1599 (E) dated 25/06/2014.
Not Applicable as unit is located within notified area.
10. Present land use pattern of the study area shall be given based on satellite imagery.
Please refer section 3.6.5 of chapter – 3 at page no. 3-33.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
11. Layout plan of the factory premises clearly demarcating various units within the plant. Provis ion o f separate en t ry & exi t and adequate margin a l l round the per iphery for unobstructed easy movement of the emergency vehicle / f ire tenders without reversingback. Mark the same in the plant layout.
Please refer section 2.3.1 of chapter – 2 at page no. 2-57.
12. Technical details of the plant/s along with details on best available technologies (BAT), proposed technology and reasons for selecting the same.
Please refer Chapter – 5.
13. Product spectrum (Proposed products along with production Capacity) and processes.
For products details, Please refer section 2.2.1 of chapter – 2 at page no. 2-1. For manufacturing process, Please refer section 2.2.4 of chapter – 2 at page no. 2-19.
14. Chemical name of each proposed product to be manufactured. Details on end use of each product. (Provide CAS number of all the products & raw materials. In case of Dyes, CI number).
For products details, Please refer section 2.2.1 of chapter – 2 at page no. 2-1. For raw materials, Please refer section 2.2.1 of chapter – 2 at page no. 2-3.
15. Details on raw materials, source and storage within the premises.
For storage details of raw materials, Please refer section 2.2.3 of chapter – 2 at page no. 2-13.
16. Detai ls of complete manufactur ing process / operat ions of each product a long with chemica l reac t ions, p rocess f low d iagram descr ib ing each un i t p rocesses and un i t operations along with material balance, consumption of raw materials etc.
Please refer section 2.2.4 of chapter – 2 at page no. 2-19.
17. Details on strategy for the implementation of cleaner production activities.
Please refer section 10.3 of chapter – 10 at page no. 10-8.
18. Assessment of source of the water supply with adequacy of the same to meet with the requirements for
Please refer section 2.3.4 of chapter – 2 at page no.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
the project. Permission obtained from the concern authority for supply of raw water.
2-59. For request letter to GIDC for water supply, Please refer Annexure – 2.
19. Undertaking stating that no bore well shall be dug within the premises (If project is located within the Industrial estate)
Please refer Annexure – 6.
20. Detai ls on water balance including quantity of eff luent generated, recycled & reused. Details of methods to be adopted for the water conservation.
Please refer section 2.3.4 of chapter – 2 at page no. 2-59. For water conservation, please refer section 10.3 of chapter – 10 at page no. 10-8.
21. Efforts to minimize eff luent discharge and to maintain quality of receiving water body.
Please refer section 2.3.4 of chapter – 2 at page no. 2-60.
22. Explore the possibilities for Zero Liquid Discharge (ZLD) option for the proposed project .
Not applicable
23. Segregation of waste streams, characterization and quality with specific treatment and disposal of each stream including action plan for maximum recycle of treated waste waterand minimum discharge for effluent.
For segregation of waste streams and disposal of each stream, Please refer section 2.3.4 of chapter – 2 at page no. 2-60. For quality of effluent, Please refer section 2.3.6 of chapter – 2 at page no. 2-62.
24. Capacity of ETP in KL/day. Details of ETP including dimensions of each unit along with schematic f low diagram. Inlet, transit ional and treated eff luent quali t ies with specif icef f ic iency of each t reatment un i t in reduct ion in respect of a l l concerned/regula tedenvironmental parameters. Inlet effluent quality should be based on worst case scenario considering production of most polluting products that can be manufactured in the plantconcurrently.
Please refer section 2.3.5 of chapter – 2 at page no. 2-61. For quality of effluent, Please refer section 2.3.6 of chapter – 2 at page no. 2-62.
25. In case of discharge into GIDC drainage / Pipeline: I. Copy of permission letter with quantity (KL/day)
Not applicable
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
from the concern authority of drainage network / pipeline with confirmation for spare capacity available to takeadditional effluent.
II. Characteristics of the combined effluent and treated water to be sent to Common pipeline with reference to the MoEF CC/CPCB/GPCB discharge norms.
III. Provision for Continuous Monitoring System for waste water discharge.
26. In case of wastewater sent to Common Facilities (CF) like CETP, MEE, Spray Dryer etc. a. Details of Common facilities including (1) Total
capacity of the CF (2) Copy of CC&A of theCF. (3) Actual load at present (Qualitative and Quantitative — KL per day) (4) Bookedquantity & Spare capacity of CF (5) Copies of XGN generated Inspection reports withanalysis 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. (6)Cop ies o f Sh o w- cause no t i ces , c lo su re no t i ces e tc . se rved b y the GP CB and i t s compliance (6) Recommendations and suggestions of the last two Environment Audit reports of CETP and its compliance report. (7) Common Facility Up gradation scheme, if any.
b. Status of compliance to the 18(1) (b) direction issued by the CPCB with respect to CETP compliance & CEPI area action plan along with relevant supportive document.
c. Give status of compliance of Environmental norms of existing Common Infrastructure i.e. CETP, MEE, & Spray Dryer (Whichever is applicable) in which you are a member.
d. Submit adequacy of common Infrastructure i.e. CETP, MEE & Spray Dryer for additional load (Whichever is applicable) along with written confirmation/membership certificate mentioning the same (Total consented quantity, total quantity booked so far, quantity booked for the unit, spare quantity available).
Unit will dispose industrial effluent to Common MEE facility operated by M/s. BEIL. Please refer Annexure – 4.
27. In case of Zero Liquid Discharge (ZLD) : I . Ac t ion p lan fo r 'Ze ro ' d i scha rge o f e f f luen t
I. Not applicable
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
sha l l be inc luded . No ta r i zed undertaking for assuring that underground drainage connection will not be takenin the unit and there shall be no effluent discharge outside the plant premises.
II. Economical and technical viability of the effluent treatment system to achieve Zero Liquid Discharge (ZLD).
III. Certification of adequacy of proposed ZLD scheme through credible institutes of National repute.
IV . To es t ima te & mon i to r g round wa te r qua l i t y & i t s con tam ina t i on s ta tus , pyrometer wells, one on up gradient of the groundwater flow and other three onthe down gradient s ide of the ground water f low of the proposed project atdifferent depth based on available ground water depth shall be established and all the parameters mentioned in IS 10:500 for potable water standard shall be monitored.
II. Not applicable III. Not applicable IV. For ground water
quality, Please refer section 3.6.3 of chapter – 3 at page no. 3-27.
28. In case of in-house MEE/Spray dryer for waste water treatment: Capacity of MEE/Spray dryer in KL/hr. Technical details of MEE including evaporation capacity, steam required for evaporation, adequacy of the proposed boiler to supply steam for evaporation in addition tothe steam required for the process etc. Techno-economical viability of the evaporationSystem. Control measures proposed for the evaporation system in order to avoid/reduce gaseous emission/VOC from evaporation of industrial effluent containing solvents & otherchemicals.
Not applicable
29. Technical details of ATFD/Crystallizer/ spray Dryer, RO/NF system etc. (If any).
Not applicable
30. Details of treatability and feasibility of wastewater to be disposed off by means of spray dryer and its impact on environment and Human Health.
Not applicable
31. Undertaking stating that a separate electric meter will be provided for the waste water treatment system viz. ETP, RO, MEE, Spray dryer etc. (Whichever is applicable)
Please refer Annexure – 6.
32. Economical and technical viability of the effluent treatment system.
Please refer section 2.3.7 of chapter – 2 at page no. 2-62.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
33. Plans for management, collection and disposal of waste streams to be generated from spillage, leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.
Please refer section 10.5 of chapter – 10 at page no. 10-10.
34. Action plan for reuse of liquid waste streams like Spent acids, Poly Aluminum Chloride etc. within premises to convert into valuable products instead of sending outside to actual end-users.
Please refer section 2.3.9 of chapter – 2 at page no. 2-68.
35. Adequacy of the proposed EMS with respect to the pollution load envisaged in terms of Air, Water and hazardous waste.
P lease re fer Annexure – 8 .
36. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall should be incorporated.
Please refer section 3.5.2 of chapter – 3 at page no. 3-7.
37. Ant ic ipated environmental impacts due to the proposed project /product ion may be evaluated for s ignif icance and based on corresponding l ikely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted withinthe study area for all the concerned/identif ied VECs and likely impacts will have to beassessed for their magnitude in order to identify mitigation measures.
Please refer section 4.3 of chapter – 4 at page no. 4-3.
38. One complete season base line ambient air quality data (except monsoon season) to be given a long wi th the dates of moni tor ing. The parameters to be covered sha l l be inaccordance with the revised National Ambient Air Quality Standards (NAAQS) as well asproject specific parameters like NH3, HCI, CL2, HBr, VOC etc. Locations of the monitoringstations 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 monitoringstation in the upwind direction. There should be at least one monitoring station in the predominant downwind direction at a location where maximum ground level concentration islikely to occur.
Please refer section 3.6.1 of chapter – 3 at page no. 3-9.
39. 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.
For Air dispersion modeling, Please refer section 4.3.1.1 of chapter
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
The airquality contours may be shown on location map clearly indicating the location of sensitivereceptors, if any, and the habitation. The wind rose showing pre-dominant wind directionshould 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 shouldbe superimposed on satellite Image / geographical area map.
– 4 at page no. 4-5.
40. 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.
For Baseline status of the noise environment, Please refer section 3.6.2 of chapter – 3 at page no. 3-24. For impact on Noise environment, Please refer section 4.3.3 of chapter – 4 at page no. 4-13.
41. 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 emissionmeasures to achieve the GPCB norms.
c) Detai ls of the uti l it ies 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 withits adequacy g) List the project specific sources of fugitive emission
along with its quantification and proposed measures to control it.
h) Detai ls on tail gas treatment.(If any)
Please refer section 2.3.8 of chapter – 2 at page no. 2-65.
42. Provisions of CEMS (Continuous Emission Monitoring system).
Unit will install CEMS.
43. Action plan for odour control to be submitted. Please refer section 10.4 of chapter – 10 at page no. 10-9.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
44. 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 solarevaporation. Incinerat ion, etc., need to be fol lowed.
Please refer section 2.3.9 of chapter – 2 at page no. 2-68.
45. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal ofdiscarded containers and its record keeping.
Please refer section 2.3.9 of chapter – 2 at page no. 2-73.
46. Management of by-products which fal l under the purview of the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016 as per the said rules and necessary permissions f rom the concern authority.
For management of by-products, Please refer section 2.3.9 of chapter – 2 at page no. 2-69.
47. Membership of Common Environmental Infrastructure like TSDF, Common Incineration Facility (CHWIF), MEE, Spray dryer etc.
For membership of TSDF & Common MEE facility, please refer Annexure – 3 & 4.
48. 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.
Please refer section 2.2.5 of chapter – 2 at page no. 2-56.
49. Appropriate monitoring network has to be designed and proposed, to assess the possible residual impacts on VECs.
Please refer Chapter – 3.
50. A detailed EMP including the protection and mitigation measures for impact on human h e a l t h a n d e n v i r o n m e n t a s we l l a s d e t a i l e d m o n i t o r i n g p l a n a n d e n v i r o n m e n t a l management cell proposed for implementation and monitoring of EMP. The EMP shouldalso include the concept of waste-minimization, recycle/reuse/recover techniques, energy conse rva t ion , and na tu ra l resou rce conse rva t ion . To ta l cap i ta l cos t and recur r ing cost/annum earmarked for environment pollution control measures.
For detailed EMP, Please refer Chapter – 10.
51. Details of in-house monitoring capabi l i t ies and the recognized agencies if proposed for conducting monitoring.
Regular Environmental Monitoring will be carried out through MoEFCC /
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
NABL / NABET recognized agency.
52. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.
Unit will get permission from PESO after getting EC.
53. Occupational Health impacts on the workers and mitigation measures proposed to avoid the human heal th hazards along with the personal protect ive equipment to be provided.Provision 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.
For occupational health impacts on the workers and mitigation measures, Please refer section 7.6 of chapter – 7 at page no. 7-35. For periodic medical checkup of the workers, Please refer section 7.7.5 of chapter – 7 at page no. 7-37. For details of work place ambient air quality monitoring plan, Please refer section 7.7.7 of chapter – 7 at page no. 7-38.
54. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety and health protection measures. Proposal for Leak Detection and Repair (LDAR)program as per the CPCB guidelines.
VOCs generation will be from storage and usage of raw materials. For VOC control plan, Please refer section 10.2.1.1 of chapter – 10 at page no. 10-3. For Leak Detection and Repair (LDAR) program, Please refer section 7.3.1 of chapter – 7 at page no. 7-28.
55. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carr ied out. The worst -case scenario should take intoaccount the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the plant layout map clearly
For Please refer Chapter – 7.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
showing which of the facilities would be affected in case of an accident taking place. Based on the same, proposed safeguardmeasures including On-Site / Off-Site Emergency Plan should be provided.
56. MSDS of al l the products and raw materials. Please refer Annexure – 19.
57. 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 healthimpacts. This shall include the details of Antidotes also.
Please refer section 7.4 of chapter – 7 at page no. 7-30.
58. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction (MoC) of major hazardous chemical storage tanks, dyke details, thresholdstorage quantity as per schedules of the Manufacture, Storage & Import of HazardousChemicals Rules of major hazardous chemicals, size of the biggest storage tank to beprovided for each raw material & product etc. How the manual handling of the hazardous chemicals will be minimized?
For storage details of hazardous chemicals, Please refer section 2.2.3 of chapter – 2 at page no. 2-13.
Transportation of hazardous chemicals will be carried out by trolley within premises and minimum manual material handling will be carried.
59. Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailedf i re cont ro l p lan for f lammable substances and processes showing hydrant p ipel inenetwork, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.
Unit has provided separate isolated storage area for flammable chemicals. Please refer section 7.1.6 of chapter – 7 at page no. 7-6.
For safety measures, please refer section 7.3 of chapter – 7 at page no. 7-25.
For details of fire fighting system, please refer section 7.8 of chapter – 7 at page no. 7-39.
60. Submit checklist in the form of Do's & Don'ts of preventive maintenance, strengthening of HSE, manufacturing utility
Please refer section 7.9 of chapter – 7 at page no. 7-
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
staff for safety related measures. 41. 61. Specify safety precautions to be taken for Chemical
storage, process, handling & transportation hazard. Please refer section 7.3 of chapter – 7 at page no. 7-25.
62. Details on workers training before engaging work, periodical, in-house, outside etc.
Please refer section 10.7.4 of chapter – 10 at page no. 10-14.
63. Details on various SOP to be prepared. Please refer section 10.7.3 of chapter – 10 at page no. 10-13.
64. Details on safety audit to be carried out and their compliance status.
Safety Audit will be carried out by experts once in five years.
65. Specific safety measures to be taken for general Public living in the vicinity.
Awareness program will be conducted nearby villages regarding how to deal with major chemical disaster.
66. Details on hazard identification i.e. HAZOP, HAZON, Fault tree analysis, Checklist, Audit etc. to be adopted for the safety operation of the plant.
Please refer section 7.1.7 of chapter – 7 at page no. 7-7.
67. Detection and monitoring of VOC’s/ gases. VOC analysers will be installed to detect any solvent leakages during storage and handling.
68. Detailed five year greenbelt development program including annual budget, planning schedule, species, width of plantations, number of trees to be planted, area under greenbe l t deve lopmen t [w i th map] , budgeta ry ou t lay e t c . a long wi th commi tmen t o f t he management to carry out the tree plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.
Please refer section 10.6 of chapter – 10 at page no. 10-10.
69. Action plan for the greenbelt development — species, width of plantat ions, planning schedule, etc., in accordance to CPCB published guidelines.
Please refer section 10.6 of chapter – 10 at page no. 10-10.
70. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for
For detailed socio-economic development measures and CER activities, please refer Chapter – 8.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
the next f ive years and act iv i t ies proposed to be carr ied out; speci f ic to the current demographic status of the area.
71. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report. (b)Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement I deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.
For Environment policy, Please refer section 10.12 of chapter – 10 at page no. 10-20.
72.
What is the hierarchical system or administrative order of the company to deal with the environmental issues and for ensuring compliance with the EC conditions. Details of this system may be given.
Please refer section 10.10 of chapter – 10 at page no. 10-18.
73. Does the company have a sys tem o f repo r t ing o f non comp l iances / v io la t ions o f environmental norms to the Board of Directors of the company and / or shareholders orstakeholders at large? This reporting mechanism should be detailed in the EIA Report.
Please refer section 10.11 of chapter – 10 at page no. 10-19.
74. Phase wise project implementation schedule with bar chart and time frame, in terms of site development, infrastructure provision, EMS implementation etc.
Please refer section 1.9 of chapter – 1 at page no. 1-5.
75. Certif icate of accreditation issued by the NABET, QCI to the environmental consultant should be incorporated in the EIA Report.
For NABET Accreditation Certificate, please refer Annexure – 15.
76. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC OM dated 05/10/2011 and an undertaking by the Consultant regarding theprescribed TORs have been complied with and the data submitted is factually correct as per the MoEF&CC OM dated 04/08/2009.
For undertaking by the Project Proponent on the ownership of the EIA report, Please refer Annexure – 10.
For undertaking by the Consultant, Please refer Annexure – 11.
77. All documents to be properly referenced with index and continuous page numbering.
-
78. Where data are presented in the Report especially in Tables, the period in which the data were collected
-
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
and the sources should be indicated. 79. Project Proponent shall enclose all the analysis/testing
reports of water, air, soil, noise etc. using the MoEF&CC/NABL accredited laboratories. All the original analysis/testing reports should be available during appraisal of the Project.
P lease re fer Annexure – 18.
80. 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. Explore the possibility to achieve Zero Liquid
Discharge (ZLD) for existing as well as proposed activity.
d. 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 f ive years and actions taken then after for prevention of pollution.
e. Copies of Environmental Clearances obtained for the existing plant, its point wise compliance report.
f. E n v i r o n m e n t a l a u d i t r e p o r t s f o r l a s t 3 y e a r s a n d c o m p l i a n c e o f i t s recommendations/Suggestions. (Include latest audit report and its compliance.)
g. Copy of Consent to Operate (CC&A) obtained along with point wise compliance status of all the conditions stipulated therein.
h. Compl iance of MoEFCC c i rcu lars v ide No: J -11011/618/2010-1Al l ( I ) dated 30/05/2012 and J-11013/41/2006-IA-11(1) dated 20/10/2009.
i. Co p ie s o f XG N g e n e ra t e d I n sp e c t io n re p o r t s w i t h a n a l ys i s r e p o r t s o f t he wa t e r / A i r / Ha za rd o u s sa m p le s co l l e c t e d b y G P CB (L a s t 2 ye a r ) . Co p ie s o f instructions issued by GPCB in last 2 year and point wise compliance thereof.
a. For need for the
proposed expansion, please refer section 1.3 of chapter – 1 at page no. 1-1.
b. Please refer Annexure – 8.
c. Not applicable d. Please refer Annexure
– 9. e. Not applicable
f. Not applicable
g. For copy of CC&A and it’s compliance report, please refer Annexure – 7.
h. For Compl iance of MoEFCC c i rcu lars , p lease re fer Annexure – 12.
i. Not applicable.
81. In case of project is located in Ankleshwar - Panoli, Vatva-Narol & Vapi GIDC. (A) Compl iance of MOEFCC's OM no. J -
(A) Please refer
Annexure – 13.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
11013/5/2010-IA.I I ( I ) 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 Cont ro l o f Po l lu t ion) act , 1974 issued by CPCB dated 31/03/2016 regard ing 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 hydraul ic load & prescribed standards with No Objection Certificate of CETP regarding incorporation of theproposed unit for acceptance of waste water.
c) Performance of TSDF site with respect to current load & prescribed standards wi th No Ob ject ion Cert i f i ca te o f TSDF s i te regard ing incorpora t ion o f 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.
(B) Not applicable
COMPLIANCE OF TERM OF REFERENCE (TOR)
ADDITIONAL TOR
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
1. Compliance of MoEFCC's OM dated 01/O5/2O18 regarding
"Corporate Environment Responsibility" (CER). Fund
allocation for Corporate Environment Responsibility (CER)
shall be made as per MoEFCC's O.M. No. 22-65/2017-lA.lll
dated 01/05/2018 for various activities therein. The details
of fund allocation and activities for CER shall be
incorporated in EIA/EMP report.
Please refer section 8.2 of
chapter – 8 at page no. 8-1.
2. Explore the use of renewable energy to the maximum
extent possible. Details of provisions to make the project
energy-efficient through of energy efficient devices and
adoption of modes of alternative eco friendly sources of
energy like solar water heater, solar lighting etc. Measures
proposed for energy conservation.
Please refer section 10.3 of
chapter – 10 at page no. 10-
8.
3. PP shall address spent solvent with details of storage,
handling and re-use under the Hazardous and other Waste
(Management and Transboundary Movement) Rules 2016.
Please refer section 2.3.9 of
chapter – 2 at page no. 2-
71.
4. PP shall furnish status of all the applicable rules, acts,
regulation, clearances in a tabular form.
Please refer section 1.11 of
chapter – 1 at page no. 1-6.
5. Safety precautions including flame proof electric fittings to
be taken to avoid fire hazard during unloading, storage,
transportation, handling and processing of solvents.
Please refer section 7.3 of
chapter – 7 at page no. 7-
25.
6. Membership certificate of Common facility (CETP, Common
Spray dryer, Common MEE etc.) with booking quantity in
KLD along with other details/information like spare capacity
of Common Facility (CF), quantity of waste water by
member industry and assurance by CF that there is no
adverse impact on Environment and Human Health due to
treatment of waste water received from your industrial
effluent.
Please refer Annexure – 4.
COMPLIANCE OF TERM OF REFERENCE (TOR)
SR. NO. TERMS OF REFERENCE COMPLIANCE STATUS
7. Qualitative and quantitative analysis of hazardous waste
streams like spent HCl (30%), Potassium Chloride, Silver
Iodide, ML of MCA etc. generation from the manufacturing
process (product wise). Explore the possibility to reuse such
waste streams within premises to convert it into valuable
products instead of selling out side. Sound management of
such waste streams as per the HW Rules 2016 as amended
time to time.
Please refer section 2.3.9 of
chapter – 2 at page no. 2-
68.
8. Explore the use of renewable energy to the maximum
extent possible. Details of provisions to make the project
energy-efficient through energy efficient devices and
adoption of modes of alternative eco-friendly sources of
energy like solar water heater, solar lighting etc. Measures
proposed for energy conservation.
Please refer section 10.3 of
chapter – 10 at page no. 10-
8.
9. Compliance of ODS (Ozone Deplet ing
Substances) Rules 2000 and its amendments t ime
to t ime.
Not applicable
CHAPTERS
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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CHAPTER – 1 INTRODUCTION
1.1 INTRODUCTION M/s. Jay Agro Industries is existing unit located at Plot No. 5805, GIDC Industrial
Estate – Ankleshwar, Dist – Bharuch, State: Gujarat. At present, unit is involved in
manufacturing of inorganic product. Unit has planned for expansion of project by
addition of new products (Pharma intermediates) within existing premises.
1.2 PROPOSED PROJECT
Unit has planned for expansion of project by addition of new products. At present, unit
is manufacturing only 01 inorganic product and proposed for manufacturing of 21 new
products (Pharma intermediates).
1.3 NEED FOR THE PROJECT
Due to increase in market demand of proposed new products and to meet the growing
market demand, unit has proposed to expand the project by addition of new products.
1.4 PURPOSE OF THE REPORT
The project is located within GIDC and covers under the category of synthetic organic
chemical industry. Unit has planned for proposed activity in same category.
Earlier TOR was issued by SEIAA, Gujarat for the proposed project vide letter No. SEIAA/GUJ/TOR/5(f)/926/2019 Dated 19/06/2019. Then after, the project falls within CEPI area (GIDC Ankleshwar) and as per general condition of EIA Notification dated 14th September, 2006 and amendments then after by MoEFCC. The project is now classified as Category “A” under Schedule 5(f) and requiring prior Environment Clearance (EC) from the MoEFCC.
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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In order to assess the potential environmental impacts arising due to proposed
activity, SEIAA has issued TOR for the unit. Therefore, unit has decided to conduct
study for Environmental Impact Assessment (EIA) through reputed Environmental
consultant to assess/study the existing environmental baseline conditions in the area,
predict the impacts on the environment due to proposed project activity and suggest
the environmental safeguards and mitigation measures.
1.5 IDENTIFICATION OF PROJECT & PROJECT PROPONENT
1.5.1 Identification of Project
Proposed project is covered the category of synthetic organic chemicals (Pharma
intermediates).
1.5.2 Project Proponent
The unit is partnership firm. Bipinchandra D. Patel is a Partner of the company. He is
well experience person in this field.
1.6 BRIEF DESCRIPTION OF NATURE, SIZE, LOCATION OF THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY, REGION
1.6.1 Nature & Size of Project Project is covers under the category of synthetic organic chemical industry. Unit is
small scale. At present, unit is manufacturing only 01 inorganic product having
production capacity 500.0 MT/month and intends to produce 21 new products having
production capacity 350.0 MT/month.
1.6.2 Location of Project
The project is located within GIDC Industrial Estate, Ankleshwar. The site is located at
about 21°37'56.52"N Latitude and 73° 2'27.67"E Longitude.
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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Figure No. 1.1: Location Map
Figure No. 1.2: Short View
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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Figure No. 1.3: Long View
1.6.3 Project Importance to the Country, Region
Due to increase in national and international market demand of proposed new
products and fulfill gap between demand & supply, the unit has proposed to expand
the project by addition of new products. Thus, the project will contribute to economic
development of the country.
1.7 PROJECT SITE DESCRIPTION
The project site is located within GIDC area. Project site is having shed and
plant/open land. Surrounding area is covered as industrial activity within 1-3 km
radius & rest area is covered as villages, agriculture and barren land.
Site is well connected with pucca bitumen internal road with national highway and
Railway station, postal & courier services, transport services, drinking & industrial
water & drainage network, internet & telecommunication network and electricity
supply is available from DGVCL.
Project Area have well organised common effluent treatment plant (CETP)
network & Hazardous waste management facility within 20 km radius.
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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No national park or wildlife habitat falls within 10 km radial distance from project
site.
Good communication and transportation facilities are available.
No Rehabilitation & Resettlement (R & R) Plan will be required for the project
because project is located in GIDC.
1.8 NEAREST KEY INFRASTRUCTURE FEATURES FROM PROJECT SITE
The distance of nearest social & public infrastructure, Environmentally sensitive
receptors are presented in Table No.1.1;
Table No. 1.1: Nearest Key Infrastructure Feature from Project Site
Sr. No. Nearest Infrastructure Feature Distance from Project Site
1. Ankleshwar City 3.12 km in NW direction 2. Ankleshwar Railway Station 3.80 km in NWW direction 3. Surat Airport 63.95 km in SW direction 4. National Highway-8 1.40 km in NW direction 5. Narmada River 7.10 km in NW direction 6. Arabian Sea 38.88 km in SW direction
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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CHAPTER–2 PROJECT DESCRIPTION
2.1 TYPE OF THE PROJECT
M/s. Jay Agro Industries is existing unit and involved in manufacturing of inorganic product.
Unit has planned for expansion of project by addition of new products (Pharma intermediates)
within existing premises. At presend, unit is manufacturing only 01 inorganic product and
proposed for manufacturing of 21 new products.
SELECTION OF THE PROPOSED PRODUCT AND UNIT SIZE:
At presend, unit is involved in manufacturing of inorganic product. Proposed new products are
Pharma intermediates. Due to increase in market demand of proposed new products and to
meet the growing market demand, proposed products are selected. Also management has
sound expertise to produce & sell these products. Based on area available for production,
material storage & handling, utility & EMS infrastructure required, production capacity is
decided.
2.2 TECHNOLOGY & PROCESS DESCRIPTION
2.2.1 List of Product and Raw Material
List of existing & proposed products to be manufactured is as mentioned in Table No. 2.1;
Table No. 2.1: List of Product
Sr. No.
Name of the Products CAS No. Quantity (MT/Month) End-use of the products Existing Proposed Total
1. Manganese Sulfate 7785-87-7 500.00 -- 500.00
Animal feed, Agrochemical intermediate, Micro nutrients, Metal treatment industry etc.
GROUP A (Zero Discharge) PART-1
1. CetylPyridinium Chloride
6004-24-6
-- 30.00 30.00
Pharma Intermediates / API
2. Lauryl Pyridinium Chloride 104-74-5 Pharma Intermediates / API
3. Cilnidipine 132203-70-4
Pharma Intermediates / API
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Sr. No.
Name of the Products CAS No. Quantity (MT/Month) End-use of the products Existing Proposed Total
4. Methyl Cobalamine
13422-55-4
Pharma Intermediates / API
5. Modafinil 68693-11-8
Pharma Intermediates / API
6. Metformin HCl 1115-70-4 Pharma Intermediates / API PART-2
7. Mono Chloro Acetic Acid 79-11-8
-- 300.00 300.00
Pharma Intermediates
8. Chloro Acetyl Chloride 79-04-9 Pharma Intermediates
9. Tri Chloro Acetyl Chloride 76-02-8 Pharma Intermediates
GROUP B
10. GadoPentetic Acid
80529-93-7
-- 20.00 20.00
Pharma Intermediates / API
11. Febuxostat 144060-
53-7 Pharma Intermediates / API
12. Glimipride 93479-97-1
Pharma Intermediates / API
13. Sitagliptine Phosphate
65671-78-0
Pharma Intermediates / API
14. Carboplatin 41575-94-4
Pharma Intermediates / API
15. Cisplatin 15663-27-1
Pharma Intermediates / API
16. Cilostazol 73963-72-1
Pharma Intermediates / API
17. NebvilolHCl 169293-50-9
Pharma Intermediates / API
18. Larcanidipine Hydrochloride
132866-11-6
Pharma Intermediates / API
19. Candesartan Cilexetil
139481-59-7
Pharma Intermediates / API
20. BetahistineHCl 5579-84-0 Pharma Intermediates / API 21. MemantineHCl 4110-52-1 Pharma Intermediates / API
Total 500.00 350.00 850.00 Note:
Unit will manufacture both group (A & B) of proposed products at a time. Unit will manufacture any of products from Group A, Part-1, but the total production capacity will not
exceed 30.00 MT/Month.
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Unit will manufacture any of products from Group A, Part-2, but the total production capacity will not exceed 300.00 MT/Month.
Unit will manufacture any of products from Group B, but the total production capacity will not exceed 20.00 MT/Month.
Total production capacity for proposed product will not exceed 350.00 MT/Month.
List of product wise raw material is as mentioned in Table No. 2.2;
Table No. 2.2: List of Product wise Raw Material
Sr. No.
Name of the Products
Name of the Raw Materials
CAS no. / CI no. of raw materials
Quantity (MT/Month)
Existing Proposed Total
1. Cetyl Pyridinium Chloride
Cetyl Chloride 4680-08-1 -- 23.00 23.00 Pyridine 110-86-1 -- 13.92 13.92 Methyl Ethyl Ketone 78-93-3 -- 120.00 120.00 Acetone 67-64-1 -- 60.00 60.00
2. Lauryl Lauryl Chloride 112-52-7 -- 21.66 21.66 Pyridine 110-86-1 -- 16.80 16.80 Methyl Ethyl Ketone 78-93-3 -- 120.00 120.00 Acetone 67-64-1 -- 60.00 60.00
3. Clinidipine lso Propyl Alcohol 67-63-0 -- 416.94 416.94 3- Nitro Benzaldehyde 99-61-6 -- 21.90 21.90 2-Methoxy Ethyl Acetoacetate 22502-03-0 -- 21.00 21.00
Cinnamyl Aceto Acetate 57582-46-4 -- 30.00 30.00 Ammonia Gas 7664-41-7 -- 10.50 10.50 Methanol 67-56-1 -- 600.0 600.0 2-Morpholino Ethane Sulphonic Acid 4432-31-9 -- 61.41 61.41
Acetic Acid 64-19-7 -- 2.10 2.10 Piperidine 110-89-4 -- 1.86 1.86
4. Methyl Cobalamine
Cyano Cobalamine 68-19-9 -- 30.00 30.00 Sodium Borohydride 16940-66-2 -- 7.20 7.20 Dimethyl Sulphate 77-78-1 -- 8.40 8.40 Methanol 67-56-1 -- 240.00 240.00 Acetone 67-64-1 -- 120.00 120.00
5. Modafinil 2 - Diphenyl Methyl Acetomide
68524-30-1 -- 35.46 35.46
H2O2 (35%) 7722-84-1 -- 16.00 16.00
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Sr. No.
Name of the Products
Name of the Raw Materials
CAS no. / CI no. of raw materials
Quantity (MT/Month)
Existing Proposed Total
Acetic Acid 64-19-7 -- 106.38 106.38 Methanol 67-56-1 -- 757.95 757.95
6. Metformin HCl
Dimethyl Amino HCl 506-59-2 -- 17.10 17.10 Dicyandiamide 461-58-5 -- 15.90 15.90 Methanol 67-56-1 -- 30.00 30.00
7. Mono Chloro Acetic Acid
Acetic Acid 64-19-7 -- 259.5 259.5 Sulphur Mono Chloride 10025-67-9 -- 10.65 10.65 Liq. Chlorine 7782-50-5 -- 268.5 268.5 Acetic Anhydride 108-24-7 -- 5.55 5.55
8. Chloro Acetyl Chloride
Mono Chloro Acetic Acid 79-11-8 -- 280.50 280.50 Sulphur Mono Chloride 10025-67-9 -- 102.00 102.00 Chlorine 7782-50-5 -- 184.50 184.50
9. Tri Chloro Acetyl Chloride
Acetic Acid 64-19-7 -- 153.00 153.00 Sulphur Mono Chloride 10025-67-9 -- 70.50 70.50 Liquid Chlorine 7782-50-5 -- 630.00 630.00
10. Gado Pentetic Acid
Gadolinium Oxide 12064-62-9 -- 6.60 6.60 Pentetic Acid 67-43-6 -- 14.60 14.60
11. Febuxostat Ethyl 2 - (4 - Hydroxyphenyl) – 4 – Methylthiazole – 5 - Carboxylate
161797-99-5 -- 22.00 22.00
Methanol 67-56-1 -- 60.00 60.00 Caustic Flakes 1310-73-2 -- 36.80 36.80 Toluene 108-88-3 -- 240.00 240.00 Carbon 7440-44-0 -- 0.40 0.40
12. Glimipride 3-Ethyl 4-Methyl 2-Oxo 3-Pyrroline 766-36-9 -- 8.77 8.77
2-Phenyl Ethyl Iso Cynate 1943-82-4 -- 10.00 10.00
Toluene 110-54-3 -- 44.34 44.34 Chloro Sulphonic Acid 7790-94-5 -- 36.32 36.32 Ammonium Hydroxide 1336-21-6 -- 116.98 116.98 MDC 67-56-1 -- 90.56 90.56 Trans-4-Methyl Cyclohexyl Iso Cynate 32175-00-1 -- 9.00 9.00
Potassium Carbonate 584-08-7 -- 8.21 8.21 HCl 7647-01-0 -- 15.00 15.00 Carbon 7440-44-0 -- 0.47 0.47 Hyflo 68855-54-9 -- 0.19 0.19
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Sr. No.
Name of the Products
Name of the Raw Materials
CAS no. / CI no. of raw materials
Quantity (MT/Month)
Existing Proposed Total
13. Sitagliptine Phosphate
(3R) – 3 - (Tert - Butoxycarbonyl Amino) – 4 - (2, 4, 5 - Trifluoro Phenyl) Butanoic Acid
486460-00-8 -- 13.20 13.20
3 – (Trifluoromethyl) – 5, 6, 7, 8 – Tetrahydro – [1, 2, 4] Triazolo [4, 3-a] Pyrazine
762240-92-6 -- 8.40 8.40
Ethyl acetate 538-75-0 -- 12.40 12.40 N-N Di isopropyl ethyl amine 75-09-2 -- 100.00 100.00
1-Hydroxy Benzotriazole 67-63-0 -- 80.00 80.00 Diisopropylethyl Amine 7087-68-5 -- 0.80 0.80 1-Hydroxy Benzotriazole 123333-53-9 -- 2.00 2.00 Sodium Chloride 7647-14-5 -- 0.20 0.20 Phosphoric Acid 7664-38-2 -- 4.00 4.00 Methanol 67-56-1 -- 140.00 140.00 Activated Carbon 7440-44-0 -- 0.80 0.80 Hyflo 68855-54-9 -- 0.40 0.40
14. Carboplatin Potassium Tetrachloroplatinate 16921-30-5 -- 34.00 34.00
Potassium Iodide 7681-11-0 -- 80.00 80.00 Ammonium Hydroxide 25% 1336-21-6 -- 20.00 20.00
Silver Oxide 20667-12-3 -- 18.00 18.00 1, 1 - Cyclobutane Carboxylic Acid 5445-51-2 -- 12.00 12.00
Carbon 7440-44-0 -- 4.00 4.00 15. Cisplatin Potassium Tetrachloro
Palatinate 16921-30-5 -- 34.00 34.00
Potassium Iodide 7681-11-0 -- 80.00 80.00 Ammonium Hydroxide 25% 1336-21-6 -- 20.00 20.00
Silver Nitrate 7761-88-8 -- 18.00 18.00 Potassium Chloride 7447-40-7 -- 14.00 14.00
16. Cilostazol Hydroxy Pentane Nitrile 2427-16-9 -- 2.93 2.93 Sodium Azide 22628-22-8 -- 2.11 2.11 Dimethyl Formamide 68-12-2 -- 1.46 1.46 Bromocyclo Hexane 108-85-0 -- 3.35 3.35 Potassium Carbonate 584-08-7 -- 3.66 3.66
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-6]
Sr. No.
Name of the Products
Name of the Raw Materials
CAS no. / CI no. of raw materials
Quantity (MT/Month)
Existing Proposed Total
Acetone 67-64-1 -- 3.66 3.66 SOCl2 7719-09-7 -- 2.20 2.20 Dichloro Methane 75-09-2 -- 11.42 11.42 IPA 67-63-0 -- 4.40 4.40
17. Nebvilol HCl Maleic Anhydride 108-31-6 -- 5.60 5.60 Aluminium Chloride 7746-70-0 -- 15.46 15.46 EDC 107-06-2 -- 596.0 596.0 Para Fluoron Anisole 459-60-9 -- 5.82 5.82 HCl 7647-01-0 -- 13.26 13.26 Acetic Acid 64-19-7 -- 3.40 3.40 Sulphuric Acid 7664-93-9 -- 4.72 4.72 Pd/c 7440-05-3 /
7440-44-0 -- 1.64 1.64
Hyflo 61790-53-2 -- 3.26 3.26 Sodium Borohydride 16940-66-2 -- 4.62 4.62 THF 109-99-9 -- 225.00 225.00 MDC 75-09-2 -- 460.0 460.0 Sodium bicarbonate 144-55-8 -- 3.56 3.56 Trimethyl sulfoxonium Iodide 1774-47-6 -- 37.00 37.00
Oxyl Chloride 79-37-8 -- 13.00 13.00 TEA 102-71-6 -- 18.00 18.00 Sodium Hydride 7646-69-7 -- 4.00 4.00 Methanol 67-56-1 -- 72.00 72.00 Benzyl Amine 100-46-9 -- 1.24 1.24 Acetonitrile 75-05-8 -- 16.00 16.00
18. Larcanidipine Hydrochloride
Toluene 108-88-3 -- 15.40 15.40 L - Acid 74936-72-4 -- 3.00 3.00 D MAP 1122-58-3 -- 0.11 0.11 Alcohol 67-63-0 -- 2.75 2.75 DCC 538-75-0 -- 2.30 2.30 Ethyl Acetate 141-78-6 -- 310.40 310.40 HCl Solution 7647-01-0 -- 168.48 168.48 Ethanol 67-63-0 -- 21.20 21.20 Charcoal 7440-44-0 -- 0.12 0.12 Hyflow 61790-53-2 -- 6.00 6.00 Sodium Bicarbonate 144-55-8 -- 0.48 0.48
19. Candesartan Cilexetil
EBC-III 139481-69-9 -- 47.66 47.66 Acetone -- 508.48 508.48
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-7]
Sr. No.
Name of the Products
Name of the Raw Materials
CAS no. / CI no. of raw materials
Quantity (MT/Month)
Existing Proposed Total
Triethyl Amine 121-44-8 -- 63.26 63.26 Dimethyl Formamide 68-12-2 -- 63.00 63.00 Anhydrous Potassium Carbonate 584-08-7 -- 8.90 8.90
Cyclohexyl 1 - Chloro Ethyl Carbonate 99464-83-2 -- 13.46 13.46
Cyclohexane 110-82-7 -- 184.86 184.86 Dichloro Methane 75-09-2 -- 580.80 580.80 Ethyl Alcohol 64-17-5 -- 20.82 20.82 HCl 7647-01-0 -- 22.22 22.22 Hyflo 61790-53-2 -- 1.20 1.20 Methanol 67-56-1 -- 176.00 176.00 Sodium Bicarbonate 67-64-1 -- 22.00 22.00 Sodium Chloride 7647-14-5 -- 11.00 11.00
20. Betahistine HCl
2-(2-Hydroxyethyl) Pyridine 103-74-2 -- 46.15 46.15
Hydrobromic Acid 10035-10-6 -- 46.15 46.15 Toluene 108-88-3 -- 276.92 276.92 Isopropyl Alcohol 67-63-0 -- 107.69 107.69 Sodium Carbonate 497-19-8 -- 30.77 30.77 Methyl Amine Solution 74-89-5 -- 46.15 46.15 Sodium Hydroxide 1310-73-2 -- 61.54 61.54 IPA.HCI 7647-01-10 -- 92.31 92.31 Absolute Ethanol 64-17-5 -- 49.23 49.23
21. Memantine HCl
1-Bromo-3, 5 – Dimethyladamantane 941-37-7 -- 47.20 47.20
Acetonitrie 75-05-8 -- 47.20 47.20 Sulphuric Acid 7664-93-9 -- 94.40 94.40 Polyethene Glycol 25322-68-3 -- 2.20 2.20 Sodium Hydroxide 1310-73-2 -- 0.60 0.60 Activated Charcoal 7440-44-0 -- 1.40 1.40 Hyflo 61790-53-2 -- 2.00 2.00 Isopropyl Alcohol 67-63-0 -- 487.00 487.00 Distilled Isopropyl Alcohol 67-63-0 -- 10.00 10.00
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-8]
2.2.2 Physico – Chemical Properties of Raw Materials
Table No. 2.3: Physico – Chemical Properties of Raw Materials
Sr. No. Name Chemical
Formula
Molecular Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
1. 1, 1 - Cyclobutane Carboxylic Acid
C6H8O4 144.13 5445-51-2 Solid White -- 158 --
2. 1, 3 - Dimethyl Adamantane
C12H2O 164.29 702-79-4 Solid Colourless -- -- --
3. 2 - Diphenyl Methyl Acetomide
C15H15NOS 257.35 68524-30-1 Solid -- -- -- --
4. 2 - Methoxy Ethyl Acetoacetate
C7H12O4 160.17 22502-03-0 Liquid Light Yellow -- -- 120
5. 2 - Morpholino Ethane Sulphonic Acid
C6H13NO4S.H2O 195.24 4432-31-9
Solid White -- 300 --
6. 3 - Ethyl 4 - Methyl 2 - Oxo 3 - Pyrroline
C7H11NO 125.17 766-36-9 Solid Tan -- 100-104 --
7. 3 - Nitro Benzaldehyde C7H5NO3 151.12 99-61-6 Solid Light Yellow -- 55-58 -- 8. Acetic Acid C2H4O2 60.05 64-19-7 Liquid Colourless Pungent 16.2 117-118 9. Acetic Anhydride C4H6O3 102.1 108-24-7 Liquid Colourless Strong -73 139.5 10. Acetone C3H6O 58.08 67-64-1 Liquid Colourless -- -94 56 11. Acetonitrile CH3CN 41.05 75-05-8 Liquid Colourless Ether Like -48 81-82 12. Activated Charcoal C 12.01 7440-44-
0 Solid Black -- 3.550 --
13. Aluminium Chloride AlCl3 133.34 7446-70-0
Solid Light Yellow -- 190 187.7
14. Ammonia Gas NH3 17.03 7664-41-7
Gas -- -- -78 -33
15. Ammonium Hydroxide NH4OH 35 1336-21-6 Liquid Colourless -- -60 38-100 16. B - Phenyl Ethyl
Iso Cynate C6H5CH2CH2NCO 147.17 1943-82-
4 Liquid Colourless -- -- 210
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-9]
Sr. No. Name Chemical
Formula
Molecular Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
17. Benzyl Amine C7H9N 107.15 100-46-9 Liquid -- -- 10 184-185 18. Bromocyclo Hexane C6H11Br 163.06 108-85-0 Liquid Colourless -- -- 166-167 19. Caustic Flakes NaOH 40.00 1310-73-
2 Solid White Odourless 318 1390
20. Cetyl Chloride C16H33Cl 260.89 4860-03-1
Liquid Light brown -- 8-14 149
21. Chlorine Cl2 70.91 7782-50-5
Gas Yellow Pungent -101 -34
22. Chloro Sulphonic Acid HSO3Cl 116.52 7790-94-5
Liquid Light Yellow -- -80 151-152
23. Cinnamyl Aceto Acetate C13H14O3 218.14 -- Liquid -- -- -- -- 24. Cyano Cobalamine C63H88CON14O14P 1355.37 68-19-9 Solid Dark Red Odourless >300 -- 25. Cyclohexane C6H12 84.16 110-82-7 Liquid Colourless -- 4 - 7 80.7 26. Cyclohexyl 1 - Chloro
Ethyl Carbonate C9H15ClO3 206.5 -- Liquid -- -- -- --
27. Dichloro Methane CH2Cl2 84.93 75-09-2 Liquid Colourless -- -97 39.8-40 28. Dicyandiamide C2H4N4 84.08 461-58-5 Solid White -- 208-211 -- 29. Dicyclohexylcarbodiimide C6H11=C=NC6H11 206.33 538-75-0 Solid Colourless -- 34.35 122-124 30. Dimethyl Amino HCl (CH3)2NH.HCl 81.54 506-59-2 Solid Colourless -- 170-173 -- 31. Dimethyl Formamide HCON(CH3)2 73.09 68-12-2 Liquid Colourless Amine like -61 153 32. Dimethyl Sulphate CH6O4S 126.13 77-78-1 Liquid White -- -32 75-77 33. EBC-III C26H24N6O3 468.24 -- Solid -- -- -- -- 34. EDC.HCl – 1 (3 - Dimethyl
Amino Propyl) – 3 - Ethyl Carbodimide Hydrochloride)
C18H18ClN3 191.70 25952-53-8
Solid White -- 110-115 --
35. Ethyl 2-(4-Hydroxyphenyl) – 4 – Methylthiazole – 5 - Carboxylate
C13H13NO3S 263.31 161797-99-5
Solid -- -- -- --
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-10]
Sr. No. Name Chemical
Formula
Molecular Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
36. Ethyl Acetate C4H8O2 88.11 141-78-6 Liquid Colourless -- -84 76.5-77.5 37. Ethylene Dichloride C2H4Cl2 98.96 107-06-2 Liquid Colourless -- -35 83 38. Gadolinium Oxide Gd2O3 362.50 12064-62-9 Solid Beige -- 2330 -- 39. Hydrogen peroxide (35%) H2O2 34 7722-84-1 Liquid Colourless Odourless -33 108 40. Hydrochloric acid HCl 36.5 7647-01-
0 Liquid Colourless Pungent -35 48
41. HOBT (1 - Hydroxy Benzotriazole)
C6H5N3O.H2O 135.12 123333-53-9
Solid -- -- 155-158 --
42. Hydroxy Pentane Nitrile C5H9NO 99.134 -- Liquid -- -- -- -- 43. Hyflow SiO2 60.08 61790-53-
2 Solid Light Grey -- -- --
44. Isopropyl Alcohol C3H8O 60.1 67-63-0 Liquid Colourless Alcohol like -89.49 81-83 45. Ksm - I(3r) - {(Tert
Butoxy Carboonyl} – 4 - (2, 4, 4-} - Tri Fluoro Phenyl) Butanoic Acid
C15H18F3NO4 309.18 -- Solid -- -- -- --
46. Ksm-II–3-(Trifluoromethyl) 5, 6, 7, 8 - Tetrahydro [1, 2, 4] Triazol - [4, 3 - A] Pyrazine Hydrochloride
C6H8ClF3N4 228.603 762240-92-6
Solid -- -- -- --
47. L – Acid C16H16N2O6 332.316 14467-64-2 Solid -- -- -- -- 48. Lauryl Chloride CH3(CH2)10.CH2Cl 204.78 112-52-7 Liquid Colourless -- -9.3 260 49. Maleic Anhydride C4H2O3 98.06 108-31-6 Solid White -- 51-56 200 50. Methanol CH3OH 32.04 67-56-1 Liquid Colourless Alcohol Odour -97.6 64.5 51. Methyl Amine 40%
Aqueous Solution CH3NH2 31.06 74-89-5 Liquid Colourless Unpleasant -40 48
52. Methyl Ethyl Ketone C4H8O 72.11 78-93-3 Liquid Colourless -- -87 80 53. Mono Chloro Acetic Acid CH2ClCOOH 94.50 79-11-8 Solid White -- 60-63 189
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-11]
Sr. No. Name Chemical
Formula
Molecular Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
54. Monoethylene Glycol HOCH2CH2OH 62.07 107-21-1 Liquid Colourless -- -13 196-198 55. n - Heptane C7H16 100.20 142-82-5 Liquid -- -- -91 98 56. N – N – Di - Isoporpyl
Ethyl Amine C8H19N 129.24 7087-68-5 Liquid Colourless Strong,
Amine like -50 127
57. Ortho Phosphoric Acid H3PO4 98.00 7664-38-2 Liquid White -- 41-44 213
58. OXAHL Chloride C2C12O2 126.93 79-37-8 Liquid Colourless -- 10 62-65 59. Para Fluoron Anisole C7H7FO 126.13 459-60-9 Liquid -- -- -45 157 60. Pd/c Pd/C 106.42 7440-05-3 Solid Black -- 1.554 2.963 61. Pentetic Acid C14H23N3O10 393.35 67-43-6 Solid -- Odourless 219-220 -- 62. Phosphorus Tri Bromide PBr3 270.69 7789-60-8 Liquid -- -- -41.5 175 63. Piperidine C5H11N 85.15 110-89-4 Liquid Colourless -- -13 106 64. Potassium Iodide KI 166.00 7681-11-0 Solid White -- 684 1330 65. Potassium Carbonate K2CO3 138.21 584-08-7 Solid White -- -- 891 66. Potassium Chloride KCl 74.55 7447-40-7 Solid White -- 770 1.500 67. Potassium
Tetrachloroplatinate K2PtCl4 415.09 10025-
99-7 Solid Red -- -- --
68. Pyridine C5H5N 79.10 110-86-1 Liquid Colourless Unpleasant -42 115 69. Pyridine – 2 - Ethanol C7H9NO 123.15 103-74-2 Liquid Light Yellow -- -- 114-116 70. Silver Nitrate AgNO3 169.87 7761-88-
8 Solid Colourless Odourless 212 440
71. Silver Oxide Ag2O 231.74 20667-12-3
Solid Dark Grey Odourless -- --
72. Sodium Azide NaN3 65.01 26628-22-8
Solid White -- 275 --
73. Sodium Bicarbonate NaHCO3 84.01 144-55-8 Solid -- -- 300 -- 74. Sodium Borohydride NaBH4 37.83 16940-66-
2 Solid White -- >300 --
75. Sodium Carbonate Na2CO3 105.99 497-19-8 Solid White -- 851 1600
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-12]
Sr. No. Name Chemical
Formula
Molecular Weight (g/mol)
CAS No. State Colour Odour Melting Point (°C)
Boiling Point (°C)
76. Sodium Chloride NaCl 58.44 7647-14-5
Solid Colourless -- 801 1.413
77. Sodium Hydride NaH 24.00 7646-69-7
Solid Light Grey, Off White
-- -- --
78. Sodium Sulphate Na2SO4 142.04 7757-82-6
Solid White Odourless 884 >1700
79. Sulphur Mono Chloride S2Cl2 135.04 10025-67-9 Liquid -- -- -80 138 80. Sulphuric Acid H2SO4 98.08 7664-93-
9 Liquid -- -- 3 290
81. TEA (Triethanolamine) (HOCH2CH2)3N 149.19 102-71-6 Liquid Colourless -- 17.9-21 190-193 82. Tetrahydrofuran C4H8O 72.11 109-99-9 Liquid Colourless Ether like -108.44 65-67 83. Thionyl Chloride SOCl2 118.97 7719-09-
7 Liquid -- -- -105 79
84. Toluene C7H8 92.14 108-88-3 Liquid Colourless Aromatic Odour
-95 110.6
85. Trans – 4 - Methyl Cyclohexyl Iso Cynate
C8H13NO 139.19 32175-00-1
Solid -- -- -- 182
86. Triethyl Amine (CH3CH2)N 101.19 121-44-8 Liquid Colourless Amine like -115 88.8 87. Trimethyl sulfoxonium
Iodide C3H9IOS 220.07 1774-47-6 Solid white to
light yellow -- 175 --
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[2-13]
2.2.3 Means of Storage and Transportation of Raw Materials and Product
Table No. 2.4: Means of Storage and Transportation of Raw Materials and Products
Sr. No. Substance Chemical
Formula State Method of Storage
Storage Capacity
Means of Transportation
RAW MATERIAL
1. 1, 1 - Cyclobutane Carboxylic Acid
C6H
8O
4 Solid Bags 1 MT Truck
2. 1, 3 - Dimethyl Adamantane
C12
H2O Solid Bags / Fiber
Drum 1 MT Truck
3. 2 - Diphenyl Methyl Acetomide
C15
H15
NOS Solid Bags / Fiber Drum 1 MT Truck
4. 2 - Methoxy Ethyl Acetoacetate
C7H
12O
4 Liquid HDPE Drum 1 MT Truck
5. 2 - Morpholino Ethane Sulphonic Acid
C6H
13NO
4S.
H2O Solid Bags / Fiber
Drum 1 MT Truck
6. 3 - Ethyl 4 - Methyl 2 - Oxo 3- Pyrroline
C7H
11NO Solid Bags 1 MT Truck
7. 3 - Nitro Benzaldehyde
C7H
5NO
3 Solid Drum & Bags 1 MT Truck
8. Acetic Acid C2H
4O
2 Liquid Drum/Carboy 1 MT Truck
9. Acetic Anhydride C4H
6O
3 Liquid Drum 1 MT Truck
10. Acetone C3H
6O Liquid MS / HDPE
Drum 1 MT Truck
11. Acetonitrile CH3CN Liquid Drum 1 MT Truck 12. Activated Charcoal C Solid Bags 0.5 MT Truck 13. Aluminium Chloride AlCl
3 Solid Bags 1 MT Truck
14. Ammonia Gas NH3 Gas Cylinder 1.2 MT Truck
15. Ammonium Hydroxide 25%
NH4OH Liquid HDPE Drum /
Carboys 1 MT Truck
16. B - Phenyl Ethyl Iso Cynate
C6H
5CH
2CH
2NCO
Liquid Carboy 1 MT Truck
17. Benzyl Amine C7H9N Liquid Drum 1 MT Truck
18. Bromocyclo Hexane
C6H
11Br Liquid Carbo 1 MT Truck
19. Caustic Flakes NaOH Solid Bags 1.5 MT Truck
20. Cetyl Chloride C16
H33
Cl Liquid HDPE Drum 1 MT Truck
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-14]
Sr. No. Substance Chemical
Formula State Method of Storage
Storage Capacity
Means of Transportation
21. Chlorine Cl2 Gas Cylinder 1.8 MT Truck
22. Chloro Sulphonic Acid
HSO3Cl Liquid MS / HDPE
Drum 1 MT Truck
23. Cinnamyl Aceto Acetate
C13
H14
O3 Liquid HDPE Drum 1 MT Truck
24. Cyano Cobalamine C
63H
88CON
14O
14P Solid Bags 1 MT Truck
25. Cyclohexane C6H
12 Liquid HDPE Drum /
Carboys 1 MT Truck
26. Cyclohexyl 1 - Chloro Ethyl Carbonate
C9H
15CLO
3 Liquid HDPE Drum /
Carboys 1 MT Truck
27. Dichloro Methane CH2Cl
2 Liquid MS / HDPE
Drum 1 MT Truck
28. Dicyandiamide C2H
4N
4 Solid Bags 1 MT Truck
29. Dicyclohexyl carbodiimide
C6H
11=C=
NC6H
11 Solid Bags 1 MT Truck
30. Dimethyl Amino HCl
(CH3)2NH.
HCl Solid Bags 1 MT Truck
31. Dimethyl Formamide
HCON(CH3)2 Liquid HDPE / MS
Drum 1 MT Truck
32. Dimethyl Sulphate CH6O
4S Liquid MS / HDPE
Drum 1 MT Truck
33. EBC-III C26
H24
N6O
3 Solid Bags 1 MT Truck
34.
EDC.HCl – 1 (3 - Dimethyl Amino Propyl) – 3 - Ethyl Carbodimide Hydrochloride)
C18
H18
ClN3 Solid Bags 1 MT Truck
35. Ethyl 2 - (4 - Hydroxyphenyl) – 4 – Methylthiazole – 5 - Carboxylate
C13
H13
NO3S Solid Bags 1 MT Truck
36. Ethyl Acetate C4H
8O
2 Liquid HDPE / MS
Drum 1 MT Truck
37. Ethylene Dichloride
C2H
4Cl
2 Liquid HDPE Drum 1 MT Truck
38. Gadolinium Oxide Gd2O
3 Solid Bags / Fiber 1 MT Truck
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-15]
Sr. No. Substance Chemical
Formula State Method of Storage
Storage Capacity
Means of Transportation
Drum
39. Hydrogen peroxide (35%)
H2O
2 Liquid Carboy / HDPE
Drum 1 MT Truck
40. Hydrochloric acid HCl Liquid Tank 10 KL Tanker Load
41. HOBT (1-Hydroxy Benzotriazole)
C6H
5N
3O.H
2O Solid Bags 1 MT Truck
42. Hydroxy Pentane Nitrile
C5H
9NO Liquid Carboys /
HDPE Drum 1 MT Truck
43. Hyflo SiO2 Solid Bags 0.5 MT Truck
44. Isopropyl Alcohol C3H
8O Liquid HDPE Drum /
Carboy 1 MT Truck
45.
Ksm - I(3r) - {(Tert Butoxy Carboonyl} – 4 - (2, 4, 4-} - Tri Fluoro Phenyl) Butanoic Acid
C15
H18
F3NO
4 Solid MS / HDPE
Drum 0.5 MT Truck
46.
Ksm - II – 3 - (Trifluoromethyl) 5, 6, 7, 8 - Tetrahydro [1, 2, 4] Triazol - [4, 3 - A] Pyrazine HCl
C6H
8ClF
3N
4 Solid Bags 0.5 MT Truck
47. L – Acid C16H16N2O6 Solid Bags 0.5 MT Truck
48. Lauryl Chloride CH
3(CH
2)10
. CH
2Cl Liquid HDPE Drum 1 MT Truck
49. Maleic Anhydride C4H
2O
3 Solid Bags 1 MT Truck
50. Methanol CH3OH Liquid Tank 10 KL Tanker Load
51. Methyl Amine 40% Aqueous Solution
CH3NH
2 Liquid Ms Drum 1 MT Truck
52. Methyl Ethyl Ketone C4H
8O Liquid MS / HDPE
Drum 1 MT Truck
53. Mono Chloro Acetic Acid
CH2ClCOOH Solid Bags 1 MT Truck
54. Monoethylene Glycol
HOCH2CH
2OH Liquid HDPE / MS
Drum 1 MT Truck
55. n - Heptane C7H
16 Liquid MS / HDPE
Drum 1 MT Truck
56. N – N – Di - C8H
19N Liquid Drum 0.5 MT Truck
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-16]
Sr. No. Substance Chemical
Formula State Method of Storage
Storage Capacity
Means of Transportation
Isoporpyl Ethyl Amine
57. Ortho Phosphoric Acid
H3PO
4 Liquid HDPE Drum 1 MT Truck
58. OXAHL Chloride C2C
12O
2 Liquid Carboys /
Drum 1 MT Truck
59. Para Fluoron Anisole
C7H
7FO Liquid HDPE Drum 1 MT Truck
60. Pd/c PD/C Solid Bags 0.5 MT Truck
61. Pentetic Acid C14
H23
N3O
10 Solid Bags 1 MT Truck
62. Phosphorus Tri Bromide
PBr3 Liquid Ms Drum 1 MT Truck
63. Piperidine C5H
11N Liquid Drum 1 MT Truck
64. Potassium Iodide KI Solid Bags 1 MT Truck
65. Potassium Carbonate
K2CO
3 Solid Bags 1 MT Truck
66. Potassium Chloride KCl Solid Bags 1 MT Truck
67. Potassium Tetrachloroplatinate
K2PtCl
4 Solid Bags 1 MT Truck
68. Pyridine C5H
5N Liquid HDPE Drum 1 MT Truck
69. Pyridine – 2 - Ethanol
C7H
9NO Liquid HDPE Drum /
Carboys 1 MT Truck
70. Silver Nitrate AgNO3 Solid Bags 0.5 MT Truck
71. Silver Oxide Ag2O Solid Bags 0.5 MT Truck
72. Sodium Azide NaN3 Solid Bags 1 MT Truck
73. Sodium Bicarbonate NaHCO3 Solid Bags 1 MT Truck
74. Sodium Borohydride
NaBH4 Solid MS / HDPE
Drum OR Bags 1 MT Truck
75. Sodium Carbonate Na2CO
3 Solid Bags 1.5 MT Truck
76. Sodium Chloride NaCl Solid Bags 1 MT Truck 77. Sodium Hydride NaH Solid Bags 1 MT Truck
78. Sodium Sulphate Na2SO
4 Solid Bags 1 MT Truck
79. Sulphur Mono Chloride
S2Cl
2 Liquid Drum/ Carboy 1 MT Truck
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-17]
Sr. No. Substance Chemical
Formula State Method of Storage
Storage Capacity
Means of Transportation
80. Sulphuric Acid H2SO
4 Liquid MS Tank 10 KL Tanker Load
81. Triethanolamine (HOCH2CH
2)3N Liquid Drum / Carboys 1 MT Truck
82. Tetrahydrofuran C4H
8O Liquid HDPE / MS
Drum 1 MT Truck
83. Thionyl Chloride SOCl2 Liquid HDPE Drum /
Carboys 1 MT Truck
84. Toluene C7H
8 Liquid HDPE / MS
Drum 1.5 MT Truck
85. Trans – 4 - Methyl Cyclohexyl Iso Cynate
C8H
13NO Solid Bags / Fiber
Drum 1 MT Truck
86. Triethyl Amine (CH3CH
2)N Liquid MS Drum 1 MT Truck
87. Trimethyl sulfoxonium Iodide C3H9IOS Solid Bags 1 MT Truck
PRODUCT
1. Manganese Sulphate MnSO4 Solid Bags 10 MT Truck
2. Cetyl Pyridinium Chloride C21H38ClN.H2O Solid
Bags / Fiber Drum 2 MT Truck
3. Lauryl C17H30ClN Solid Bags / Fiber Drum 2 MT Truck
4. Clinidipine
C27H28N2O7 Solid Bags / Fiber
Drum 2 MT Truck
5. Methyl Cobalamine
C63H91CON13
O14P Solid Bags / Fiber Drum 2 MT Truck
6. Modafinil C15H15NO2S Solid Bags / Fiber Drum
2 MT Truck
7. Metformin HCl C4H11N5HCl Solid Bags / Fiber Drum 2 MT Truck
8. Mono Chloro Acetic Acid
CH2ClCOOH Solid Bags / Fiber Drum
5 MT Truck
9. Chloro Acetyl Chloride C2H2Cl2O Solid Bags / Fiber
Drum 5 MT Truck
10. Tri Chloro Acetyl Chloride
C2Cl4O Solid Bags / Fiber Drum
5 MT Truck
11. Gado Pentetic C14H20GdN3O10 Solid Bags / Fiber 2 MT Truck
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-18]
Sr. No. Substance Chemical
Formula State Method of Storage
Storage Capacity
Means of Transportation
Acid Drum
12. Febuxostat C16H16N2O3S Solid Bags / Fiber Drum 2 MT Truck
13. Glimipride C24H34N4O5S Solid Bags / Fiber Drum 2 MT Truck
14. Sitagliptine Phosphate C16H18F6N5O5P Solid Bags / Fiber
Drum 2 MT Truck
15. Carboplatin C6H12N2O4Pt Liquid Drum 2 MT Truck
16. Cisplatin C12H6N2Pt Solid Bags / Fiber Drum 2 MT Truck
17. Cilostazol C20H27N5O2 Solid Bags / Fiber Drum
2 MT Truck
18. Nebvilol HCl C22H26ClF2NO4 Solid Bags / Fiber Drum 2 MT Truck
19. Larcanidipine Hydrochloride
C36H41N3O6. HCl Solid Bags / Fiber
Drum 2 MT Truck
20. Candesartan Cilexetil C24H20N6O3 Solid Bags / Fiber
Drum 2 MT Truck
21. Betahistine HCl C8H12N2.2HCl Solid Bags / Fiber Drum 2 MT Truck
22. Memantine HCl C12H21N.HCl Solid Bags / Fiber Drum 2 MT Truck
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-19]
2.2.4 Manufacturing Process with Flow Diagram and Material Balance
1. CETYLPYRIDINIUM CHLORIDE
Process Description: Mixture of Cetyl Chloride & Pyridine reacts in SS reactor and heated slowly up to 90 oC then
methyl ethyl ketone is added to reaction mass & heated slowly up to 80 oC and methyl ethyl
ketone is recovered from distillation. Then material is cooled & washed with acetone. Then
acetone recovered and material is dried & packed.
Chemical Reaction:-
Mass Balance:
Input Kg Output Kg Remarks Cetyl Chloride 767 Product 1000 Final Product Pyridine 464 Pyridine Recovered 419 Reuse Methyl Ethyl Ketone (MEK) 4000 MEK Recovered 3800 Reuse Acetone 2000 Acetone Recovered 1965 Reuse
Distillation Residue 47 Send for co-
processing Total 7231 Total 7231
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-20]
2. LAURYL PYRIDINIUM CHLORIDE
Process Description:
Mixture of Lauryl Chloride & pyridine reacts in SS reactor and heated slowly up to 90 oC then
Methyl Ethyl Ketone is added to reaction mass & heated slowly up to 80 oC and methyl ethyl
Ketone is recovered from distillation. Then material is cooled & washed with acetone. Then
acetone recovered and material is dried & packed.
CHEMICAL REACTIONS:
Mass Balance:
Input Kg Output Kg Remarks Lauryl Chloride 722 Product 1000 Final Product Pyridine 560 Pyridine Recovered 500 Reuse Methyl Ethyl Ketone 4000 MEK Recovered 3780 Reuse Acetone 2000 Acetone for Recovery 1975 Reuse
Distillation Residue 27 Send for co-
processing Total 7282 Total 7282
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-21]
3. CILNIDIPINE Process Description:
Stage-1: 2 methoxy Ethyl Acetoacetate in Isopropyl Alcohol react with piperidine, Acetic acid And
then react with 3-nitro benzaldehyde followed by maintaining gives stage-I Which is isolated by
centrifugation followed by washing gives wet stage-1 then dry the Stage-1
Stage-2: Stage-1 (CBD) dissolve in Methanol followed by filtration, crystallisation which is further
centrifuge and drying operation gives Cilnidipine.
Chemical Reaction:
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-22]
Mass Balance:
Input Kg Output Kg Remarks lso Propyl Alcohol 13.898 Product 1.00 Final Product
3- Nitro Benzaldehyde 0.73 Mother Liquor 37.857 Reuse
2-Methoxy Ethyl Acetoacetate 0.7
Cinnamyl Aceto Acetate 1.0
Ammonia Gas 0.35
Methanol 20
2-Morpholino Ethane Sulphonic Acid 2.047
Acetic Acid 0.07
Piperidine 0.062
Total 38.857 Total 38.857
4. METHYLCOBALAMINE
Process Description:
Stage-1:
Cyanocobalamine is dissolved in water and reacted with Sodium Borohydride to get Hydroxy
cobalamine
Stage-2:
Hydroxy cobalamine is reacted with Dimethyl Sulphate in the presence of methanol, to form
Methylcobalamine. It is extracted with organic mixture.
Stage-3:
Methylcobalmine is extracted from the organic mixture using water. The aqueous extract is
concentrated. Acetone is added to the concentrated extract stirred. The crystals of
methylcobalamine are filtered.
Stage-4:
The wet cake of methylcobalamine is charged into the dryer and dried at 50 oC under vaccum till
the water content is not more than 12.00%.
The dried material is pulverized, sieved and packed.
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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Chemical Reaction:
Mass Balance:
Input Kg Output Kg Remarks Cyano Cobalamine 50 Product 50 Final Product
Sodium Borohydride 12 Methanol Recovered 390 Reuse
Dimethyl Sulphate 14 Acetone Recovered 194 Reuse
Methanol 400 Process Residue 42 To CHWIF
Acetone 200
Total 676 Total 676
5. MODOFINIL
Process Description: 2 - (diphenylmethyl) thio] acetamide was reacted with Hydrogen peroxide in presence acetic acid
at desired temperature and appropriate condition give Modofinil crude that is purified with
methanol and water afforded pure Modafinil.
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-24]
Chemical Reaction:-
Stage-1:
Stage-2:
Mass Balance:
Input Kg Output Kg Remarks [2 – (Diphenylmethyl) Thio] Acetamide 1.182 Modafinil Product 1.00 Final Product
Hydrogen Peroxide 0.535 Filtrate ML 29.528 Reuse Acetic Acid 3.546 Methanol 25.265
Total 30.528 Total 30.528
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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6. METFORMIN HYDROCHLORIDE
Process Description:
Dimethyl amino HCI & Dicyandiamide with occasional manual stirring at Temperature 80-90 oC in
S.S. Reactor. Crystallize with methanol and centrifuge it. Then dry it in ss tray dryer and pack for
dispatch.
Chemical Reaction:-
C2H4N4 + C2H8CIN C4H12N5Cl
Mass Balance:
Input Kg Output Kg Remarks Di Methyl Amino HCl 57 Product 100 Final Product Dicyandiamide 53 Methanol Recover 95 Reuse Methanol 100 Drying Loss 15
Total 210 Total 210
7. MONO CHLORO ACETIC ACID (MCA)
Process Description:
Charge Acetic acid in the reactor. Heat the reactor to 100 oC through hot water circulation and
start chlorination. Acetic acid is converted into Mono chloro Acetic acid in presence of suitable
catalyst.
During the process, HCl gas is generated, which is scrubbed through scrubber and dissolved in
water to convert 30% HCI liquor.
After completion of reaction, the mass is transferred in buckets for crystallization where natural
crystallization followed by induced cooling systems. After around 70 hrs, pure MCA crystals are
recovered though centrifuging; MCA product is ready for packing.
The Mother liquor (ML) generated from centrifuge is separated out and sold as ML of MCA.
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Chemical Reaction:
Mass Balance:
Input Kg Output Kg Remarks Acetic Acid 865 Product 1000 Final Product Sulphur Mono Chloride 35.5 HCl gas 629 To Scrubber Liq. Chlorine 895 Mother Liquor of MCA 185 By Product Acetic Anhydried 18.5
Total 1814 Total 1814
8. CHLORO ACETYL CHLORIDE (CAC)
Process Description:
The MCA is directly taken to CAC reactors. At the desired temperature, gradual addition of
sulphur mono chloride. Then start chlorination. On the completion of the reaction crude product is
formed. The vent gases evolved during the process send to the scrubbing system for recovery of
by product and control the emission. The crude CAC thus formed is distilled, condensed, collected
and packed.
Chemical Reaction:
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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Mass Balance:
Input Kg Output Kg Remarks Mono Chloro Acetic Acid 935 Product 1000 Final Product Sulphur Mono Chloride 340 HCl gas 566 To Scrubber Chlorine 615 Sulphur Dioxide 320 To Scrubber
Distillation Residue 4 Send for co-processing
Total 1890 Total 1890
9. TRI CHLORO ACETYL CHLORIDE (TCAC)
Process Description:
The acetic acid is taken into the TCAC reactor. At the desired temperature gradual addition of
sulphur mono chloride is carried out and chlorination is started. On the completion of the reaction,
crude product TCAC is formed. The vent gases evolved during the process is send to the
scrubbing system for recovery of by product and control of emission.
The crude product formed in TCAC is distilled out and the vapours of the final products are
condensed and collected in separate drums and then packed for dispatch.
Chemical Reaction:
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[2-28]
Mass Balance:
Input Kg Output Kg Remarks Acetic Acid 510 Product 1000 Final Product Sulphur Mono Chloride 235 HCl gas 1610 To Scrubber Liquid Chlorine 2100 Sulphur Dioxide 230 To Scrubber
Distillation Residue 5 Send for co-processing
Total 2845 Total 2845
10. GADOPENTETIC ACID
Process Description:
Gadolinium oxides in water react with pentetic acid then reflux and followed by centrifuges the
mass and drying gives Gadopentetic acid.
Chemical Reaction:
Gd2O3 + C14H23N3O10 + H2O = C14H18GdN3O10
Mass Balance:
Input Kg Output Kg Remarks Gadolinium Oxide 0.33 Product 1 Final Product Pentetic Acid 0.73 Wastewater 3.39 To ETP Purified Water 3.33
Total 4.39 Total 4.39
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-29]
11. FEBUXOSTATE (2 - (3 – CYANO – 4 - ISOBUTOXYPHENYL) – 4 – METHYL - 1, 3 – THIAZOLE – 5 – CARBOXYLIC ACID)
Process Description:
Charge Methanol and FBT in stain less reactor followed by slow addition of NaOH on completions
add charcoal and then recover methanol. Then remove carbon to send to ETP. Filter the mass in
ANFD, wash and dry the final product.
Chemical Reaction:
Mass Balance:
Stage-1:
Input Kg Output Kg Remarks Ethyl 2–(4–Hydroxyphenyl) – 4 – Methylthiazole – 5 – Carboxylate
107 Febuxostat Crude 100 Send to Stage-2
Methanol 300 Methanol Recover 290 Reuse Caustic Flakes 184 Methanol Loss 10
Wastewater 191 To ETP
Total 591 Total 591
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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12. GLIMEPIRIDE Stage-I:
3-Ethyl 4-Methyl 2-Oxo 3- pyrroline in toluene react with β-Phenyl Ethyl Iso cynate then reflux
followed by distillation and crystallization with IPA gives Stage-I.
Stage-II:
Stage-I in MDC react with Chloro sulphonic acid then further react with Liquor Ammonia after that
distilled off MDC and charge water gives Stage- II.
Stage-III:
Stage-III is condensed with trans-4-methyl cyclohexyl isocyanate in presence of potassium
carbonate and acetone as solvent to get Crude Glimipiride. Crude Glimipiride treated with
ammonia and hydrochloric acid to give Pure Glimipiride.
Chemical Reaction:
Stage-1:
Stage-2:
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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Mass Balance:
Stage-1:
Input Kg Output Kg Remarks 3-Ethyl 4-Methyl 2-Oxo 3-Pyrroline 95 Stage-1 Product 185 Send to Stage-2
2-Phenyl Ethyl Iso Cynate 90 Toluene Recovered 454 Reuse Toluene 470 Toluene loss 6
Distillation Residue 10 Send for co-processing
Total 655 Total 655
Stage-2:
Input Kg Output Kg Remarks Stage-1 Product 185 Stage-2 Product 205 Send to Stage-3 Chloro Sulphonic Acid 385 Wastewater 3151 To ETP Ammonium Hydroxide 1240 MDC Recovered 935 Reuse Water 1600 MDC Loss 10
MDC 960 Distillation Residue 15 Send for co-processing
Hydrochloric Acid 30 By Product
Process Residue 24 To CHWIF
Total 4370 Total 4370
Stage-3:
Input Kg Output Kg Remarks Stage-2 Product 205 Product 212 Final Product Trans-4-Methyl Cyclohexyl Iso Cynate 96 Acetone Recovered 670 Reuse
Acetone 740 Potassium Chloride 85 By Product Potassium Carbonate 87 Wastewater 957 To ETP HCl 160 Carbon Dioxide 6 Water 675 Spent Carbon 5 Carbon 5 Spent Hyflo 2 To TSDF Site Hyflo 2 Process Residue 33 To CHWIF
Total 1970 Total 1970
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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13. SITAGLIPTINE PHOSPHATE
Stage-1:
KSM-1 (3R) {(Tert Butoxy Carboonyl) Amino} -4-{2,4,5} Tri Fluoro Phenyl) Butanoic Acid in Ethyl
acetate react with N-N Di isopropyl ethyl amine, KSM-II - 3-(Trifluoromethyl) 5,6,7,8- Tetrahydro
[1,2,4] Triazol-[4,3-A] Pyrazine Hydrochloride, HOBT (I-Hydroxy Benzotriazole) EDC.HCl - I-(3-
Dimethyl Amino Propyl)-3-Ethyl Carbodiimide Hydrochloride) followed by sodium carbonate
solution treatment then water washing which is then filtrate followed by HCL treatment gives BOC
sitagliptine Which is further washed with sodium hydroxide solution followed by water washing
then the reaction mass treated with sodium chloride washing then dry the reaction mass with
sodium sulphate. Reaction mass further charcoalised and crystallised the material by distillation of
ethyl Acetate and charging n Heptane. Centrifuge the material and dry the material.
Stage-2:
Dissolve the material in IPA and Water then filter the reaction mass and crystalise the material
with ortho phosphoric acid gives sitagliptin phosphate which is then isolate through centrifuge and
dry the material Gives Sitagliptin phosphate final.
Chemical Reaction:
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Mass Balance:
Stage-1:
Input Kg Output Kg Remarks KSM-I (3R) – 3 - (Tert - Butoxycarbonyl Amino) – 4 - (2, 4, 5 - Trifluoro Phenyl) Butanoic Acid
33 Stage-1 Product 96.4 Send to Stage-2
KSM-II 3 – (Trifluoromethyl) – 5, 6, 7, 8 – Tetrahydro – [1, 2, 4] Triazolo [4, 3-a] Pyrazine Hydrochloride
21 Ethyl acetate recovery 20 Reuse
Ethyl acetate 21 Process residue 80 To CHWIF N-N Di isopropyl ethyl amine 16 Waste Water 204.1 To ETP 1-Hydroxy Benzotriazole 27 Water 200 Sodium Chloride 0.5 EDC.HCl - 1-(3-Dimethyl Amino Propyl)-3-Ethyl Carbodiimide Hydrochloride)
14
N-Heptane 12 Sodium carbonate 20 Sodium Sulphate 16 HCl 10 Sodium Hydroxide 10
Total 400.5 Total 400.5
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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14. CARBOPLATIN
Process Description:
Stage-1:
Potassium tetrachloroplatinate is dissolved in water. Then added potassium iodide and maintained
40-50 oC for 30 min. cool to room temperature and add Ammonium hydroxid 25% solution to
crystallize the Stage-I filtered and dried to get Stage-l.
Stage-2:
Silver oxide and 1,1-cyclobutane dicarboxylic acid are reacted in presence of water at 50-60 oC for
1 hr. Then add Stage-l and maintain the reaction for 6-8 hrs at 40-50 oC to complete the reaction.
Then Silver iodide formed is separated by filtration. The filtrate is treated with carbon and
concentrated the water, cooled and filtered to get pure Carboplatin.
Chemical Reaction:
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Mass Balance:
Stage-1:
Input Kg Output Kg Remarks Potassium Tetrachloro Platinate 1.7 Stage-1 Product 1.8 Send to stage-2
Potassium Iodide 5 Potassium Chloride 4.15 By Product Ammonium Hydroxide (25%) 3 Waste Water 5.75 To ETP
Water 2 Total 11.7 Total 11.7
Stage-2:
Input Kg Output Kg Remarks Stage-1 Product 1.8 Product 1.0 Final Product Silver Oxide 1.6 Silver Iodide 2.484 Reuse 1, 1 - Cyclobutane Dicarboxylic Acid 1.3 Process Waste 0.016 To CHWIF
Carbon 0.8 Waste Water 100 To ETP Water 98
Total 103.5 Total 103.5
15. CISPLATIN Process Description:
Stage-1:
Potassium tetrachloroplatinate is dissolved in water and add potassium iodide. Then maintain 40-
50 oC for 30 min. cooled to room temperature and add Ammonium hydroxide 25% solution to
crystallize the material and dried to get Stage-l.
Stage-2:
Silver nitrate is dissolved in water, then add Stage-l and maintained for 30 min at 50-60 oC. Silver
iodide formed during the reaction is isolated by filtration. Collected, filtrate and add potassium
chloride to crystallize Cisplatin. Filtered the material and dried to get Cisplatin.
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Chemical Reaction:
Mass Balance:
Stage-1:
Input Kg Output Kg Remarks Potassium Tetrachloro Platinate 1.7 Stage-1 Product 1.8 Send to stage-2
Potassium Iodide 4.0 Potassium Chloride 4.15 By product
Ammonium Hydroxide (25%) 1.0 Waste Water 5.75 To ETP
Water 5.0
Total 11.7 Total 11.7
Stage-2:
Input Kg Output Kg Remarks Stage-1 Product 1.8 Product 1.0 Final Product
Water 5.0 Silver Iodide 2.4 Reuse
Silver Nitrate 0.9 Waste Water 5.0 To ETP
Potassium Chloride 0.7
Total 8.4 Total 8.4
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[2-38]
16. CILOSTAZOL Process Description: KSM is reacted with DMF, methanol to get Stage-A GPL - 3800/02 is reacted with ethyl acetate in
presence of hexane to get Stage-B then Stage-A & B is reacted with NaOH, sodium sulphate in
presence of toluene to get Stage-C. Stage-C is purified in Mathanol to get pure Cilostazol.
Chemical Reaction:
Mass Balance:
Stage-1:
Input Kg Output Kg Remarks Hydroxy Pentane Nitrile 2.00 Stage-1 Product 6.23 Send to Stage-2 Sodium Azide 1.44 Waste Water 103.00 To ETP Dimethyl Formamide 1.00 Water 100.00 Bromo Cyclo Hexane 2.29 Potassium Carbonate 2.50
Total 109.23 Total 109.23
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[2-39]
Stage-2:
Input Kg Output Kg Remarks Stage-1 Product 6.23 Stage-2 Product 16.73 Send to Stage-3 Acetone 2.80 MDC recovered 6.80 Reuse Water 7.00 Loss 0.15
Thionyl Chloride 2.00 Distillation residue 0.85 Send for co-processing
MDC 7.00 Cl2 Gas Emission 0.50 To Scrubber Total 25.03 Total 25.03
17. NEBVILOL
Process Description:
PFA is condensed with Maleic anhydride in presence of AlCl3 and Dichloro ethane solvent to give
NB-1. NB-1 is then cyclised to give NB-2. NB-2 is reduced to NE-3 using Palladium charcoal
catalyst, NB-3 is reduced using sodium Borohydride to give NB-4. NE-4 is reduced to give NB-5.
NB-5 is epoxydised using dimethyl sulphoxide in presence of MBC to give NB-6. NB-6 is
condensed with Benzyl Amine in presence of Methanol to give NB-7. NB-7 is debenzoylated with
Ammonium formate and palladium charcoal to give NB-8. NB-B is then condensed with HCI to
give Nebivilol Hydrochloride.
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Chemical Reaction:
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
[2-42]
Input Kg Output Kg Remarks Sodium Borohydride 2.31 Methanol Loss 0.5
THF 112.51 THF recovered 110 Reuse
MDC 230 THF Loss 1.51
Sodium bicarbonate 1.78 Process Residue 5 To CHWIF Trimethyl sulfoxonium Iodide 18.5 HCI 30% 12 By Product
Oxyl Chloride 6.54 Spent Hyflo 1.60 To TSDF Site
TEA 9 Distillation residue 11.5 Send for co-processing
Sodium Hydride 2 782.74
Methanol 36
Benzyl Amine 0.62
Acetonitrile 8 Water 30.9
Total 782.74 Total
18. LERCANIDIPINE HYDROCHLORIDE
Process Description:
Stage-l:
1, 4 – Dihydro - 2, 6 – dimethyl – 4 - (3 - nitrophenyl) – 3, 5 - pyridine dicarboxylic acid (L-Acid)
condensation with 1 - [(3, 3 – diphenylpropyl (methyl) amino] – 2 – methylpropan – 2 – ol (L-
Alcohol) using DCC, DMAP, toluene, Reaction completed then add water and mass is centrifuged
wash with Toluene, Filtrate ML taken for layer separation then distilled out Toluene and mass
dissolve in Ethyl Acetate and given 1N HCI wash. Ethyl Acetate to be distilled out and the
precipitated mass is centrifuged, washed with Ethyl Acetate & dried to get Lercanidipine
Hydrochloride Crude.
Stage-ll:
Crude Lercanidipine Hydrochloride dissolved in Ethanol and charcoalized the reaction mass then
cooled and precipitated. The precipitated mass is centrifuged, washed with Ethanol & dried to get
1st pure Lercanidipine Hydrochloride.
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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Stage-lll:
1st pure Lercanidipine Hydrochloride dissolved in Ethyl Acetate and wash with Sodium Carbonate
solution, wash with 1N HCI solution, Ethyl Acetate distilled and precipitated mass is centrifuged,
washed with Ethyl Acetate & dried to get Lercanidipine Hydrochloride APl.
Chemical Reaction:
Stage-1:
Stage-2:
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Stage-3:
Mass Balance:
Stage-1:
Input Kg Output Kg Remarks Toluene 3.85 Stage-1 Product 1.0 Send to Stage-2 L-Acid 0.77 Inorganic Salt 0.77 To TSDF Site DMAP 0.028 Waste Water 31.09 To ETP Alcohol 0.688 Toluene recovered 3.75 Reuse DCC 0.574 Toluene Loss 0.04 DM Water 3.08 Ethyl Acetate recovered 12.8 Reuse Ethyl Acetate 30.80 Ethyl Acetate Loss 0.3 HCl Solution 27.72 Ethyl Acetate ML 16.70 Reuse
Evaporation Loss 0.6
Distillation residue 0.46 Send for co-processing
Total 67.51 Total 67.51
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[2-45]
Stage-2:
Input Kg Output Kg Remarks Stage-1 Product 1.0 Stage-2 Product 1.0 Send to Stage-3 Ethanol 5.30 Hyflo + Charcoal 1.5 To TSDF Site Charcoal 0.03 Mother Liquor 4.8 Reuse Hyflo 1.50 Loss 0.53
Total 7.83 Total 7.83
19. CANDESARTAN CILEXETIL
Process Description:
Stage-1:
EBC-lll is reacted with cyclohexyl 1-chloro ethyl carbonate Dimethyl Formamide react with
Potassium carbonate & then reaction mass goes in to acetone.
Stage - 2:
Charge in Dichloromethane reacts with sodium bicarbonate & then add methanolic hydrochloric
acid then separate and add in ethanol for reaction mass centrifugation.
Stage - 3:
Candesartan cilexetil crude is purified with mixture of Acetone and D M water to get for purification
for Candesartan Cilexetil pure.
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Chemical Reaction:
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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Mass Balance:
Stage-1:
Input Kg Output Kg Remarks EBC-Ill 2.383 Stage-1 Product 1.833 Send to Stage-2
Acetone 11.988
Acetone Recovered 11.63 Reuse
D M Water 24.732 Acetone Loss 0.358 Triethyl Amine 2.423 Evaporation Loss 0.171
Waste Water 27.534 To ETP
Total 41.526 Total 41.526
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[2-50]
Stage-2:
Input Kg Output Kg Remarks Stage-1 Product 1.833 Stage-2 Product 2.200 Send to Stage-3 Dimethyl Formamide 3.153 Acetone Recovered 11.17 Reuse Anhydrous Potassium Carbonate 0.445 Acetone Loss 0.343
Cyclohexyl 1-Chloro Ethyl Carbonate 0.673 Dimethyl Formamide
Recovered 3.04 Reuse
DM Water 33.0 Dimethyl Formamide Loss 0.114
Acetone 11.513 Evaporation Loss 0.385
Waste Water 33.365 To ETP
Total 50.617 Total 50.617
Stage-3:
Input Kg Output Kg Remarks Stage-2 Product 2.20 Product 1.00 Final Product
Acetone 1.923 Dichloromethane Recovery 28.17 Reuse
Cyclohexane 9.243 Dichloromethane Loss 0.20
D M Water 34.682 Methanol Recovery 8.47 Reuse
Dichloromethane 29.040 Methanol Loss 0.13
Ethyl Alcohol 1.041 Cyclohexane Recovery 8.92 Reuse
Hydrochloric Acid 1.111 Cyclohexane Loss 0.123
Hyflo 0.060 Waste Water 42.207 To ETP
Methanol 8.800 Evaporation Loss 0.140
Sodium Bicarbonate 1.100 Distillation residue 1.07 Send for co-processing
Sodium Chloride 0.550 Hyflo 0.060 To TSDF Site
Triethyl Amine 0.740
Total 90.49 Total 90.49
Jay Agro Industries Envirocare Technocrats Pvt. Ltd.
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20. BETAHISTINE DIHYDROCHLORIDE
Process Description:
Charged 2-(2-hydroxyethyl) pyridine and Hydrobromic Acid. Heat it.
Cool it and then add slowly Sodium Carbonate into it. Then take Methylamine solution into
a reactor.
Slowly add previously make reaction mixture with Sodium Hydroxide in water.
After addition over heat it; cool it and separate out layer using Toluene. Distilled out organic
layer. Then add 2HCl in lPA. Filter it. Dry it.
Toluene is reuse after purification, lsopropyl Alcohol (lPA) is recovered by distillation.
Chemical Reaction:
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Mass Balance:
Input Kg Output Kg Remarks 2-(2-Hydroxyethyl) Pyridine 300 Product 130 Final Product Hydrobromic Acid 300 Toluene Recovered 1756 Reuse Toluene 1800 IPA Recovered 675.50 Reuse Isopropyl Alcohol 700 Ethanol ML 300 Reuse
Sodium Carbonate 200 Distillation Residue 21 Send for co-processing
Methyl Amine Solution 300 Distillation + Drying Loss 63.50
Sodium Hydroxide 400 Waste Water 3804 To ETP IPA.HCI 600 Absolute Ethanol 320 Water 1830
Total 6750 Total 6750
21. MEMANTINE HCL
Process Description:
1-boromo-3,5dimethyladmantane is react with Acetonitrile and sulfuric acid gives l-acetamido-
3,5dimethyl admantane which upon reaction with sodium hydroxidein presence of PEG-400 gives
Memantine base. BY addition of Conc. HCI in memantine base gives memantine Hydrochloride
crude and which upon purification gives Memantine HCl.
Chemical Reaction:
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Mass Balance:
Stage-1:
Input Kg Output Kg Remarks 1-Bromo-3, 5 – Dimethyladamantane 236 Stage-1 Product 161 Send to Stage-2
Acetonitrie 236 Wastewater 3019 To ETP Sulphuric Acid 472 Drying Loss 42 Process Water 2278
Total 3222 Total 3222
Stage-2:
Input Kg Output Kg Remarks Stage-1 Product 161 Stage-2 Product 125 Send to Stage-3 Polyethene Glycol 11 Waste Water 450 To ETP Sodium Hydroxide 3 Hyflo 4 To TSDF Site Process Water 403 Spent Charcoal 1 Activated Charcoal 1 Vapour Loss 3 Hyflo 4
Total 583 Total 583
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2.2.5 Solvent Recovery Process
Solvent generated from manufacturing process will be collected in separate vessels. A process
will be carried out to distill out at its boiling point with adequate reflux system till good quality of
solvent recovered. The recovered solvent will be again reused in the process while residue will be
disposed for co-processing.
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2.3 PROJECT DESCRIPTION
2.3.1 Drawings Showing Layout Plan
Figure No. 2.1: Drawing Showing Layout Plan
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2.3.2 Land Requirement
The project is located within GIDC Industrial Estate Ankleshwar. The land is non agriculture and
totally flat. The ownership of the land is unit itself. Project expansion will be carried out within
existing premises.
GIDC plot allotment letter for the same is attached as per Annexure – 1. The detail of land area
utilization is as mentioned below;
Table No. 2.5: Land Area Bifurcation
Sr. No. Land Use
Area (m2) Existing Proposed Total
1. Plant Facilities 1989.76 2404.35 4394.11 2. Admin Building & Laboratory 84.90 -- 84.90 3. Utility Area 192.00 -- 192.00
4. Storage of Raw Material, Packing Material & Finished Goods 150.00 966.16 1116.16
5. Tank area -- 500.00 500.00 6. Cylinder area -- 250.00 250.00 7. Hazardous Waste Storage Area 394.00 -- 394.00 8. Green Belt Area 425.86 3170.00 3595.86 (30.0%) 9. ETP Area -- 142.00 142.00 10. Parking Area 40.00 95.00 135.00 11. Open Land 8695.73 -- 1168.22 Total 11972.25
NOTE: To comply GPCB office order No. GPCB/P-1/CEPI-12/526552 Dated 11/11/2019 regarding environment mangament of CEPI area, unit will develop additional 10% greenbelt in study area to comply provision of 40% requirement of total plot area.
2.3.3 Electric Power Requirement
Table No. 2.6: Electric Power Requirement
Electric Power Requirement
Source Existing Proposed (Additional) Total Construction Phase 10 HP -- 10 HP DGVCL Operation Phase 75 HP 130 HP 205 HP DGVCL
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At presend one stand by D. G Set of capacity 50 KVA is installed which is used in case of power
failure. One additional stand by D. G. Set of capacity 200 KVA will be installed which will be also
used in case of power failure or emergency only.
2.3.4 Water Requirement, Availability, Wastewater Generation & its Disposal
Water required for domestic and industrial purpose for existing & proposed project activity will be
procured from GIDC water line. Unit has requested to GIDC for additional water requirement. Copy
of the same is attached as per Annexure – 2. Quantity of existing & additional water requirement
and wastewater generation is as given in below Table No. 2.7;
Table No. 2.7: Water Consumption & Wastewater Generation
Sr. No. Category
WATER CONSUMPTION (KL/day) Existing Additional Total After Expansion
A. Domestic 2.00 1.00 3.00 B. Gardening 0.50 5.75 6.25 C. Industrial Process 8.00 66.67* 74.67
Washing 1.00 3.00 4.00
Boiler -- 22.00 22.00
Cooling 0.50 2.50 3.00
Scrubber -- 3.00 3.00
Total Industrial 9.50 97.17 106.67 TOTAL (A + B + C) 12.00 103.92 104.00 115.92 116.00
Sr. No. Category
WASTEWATER GENERATION (KL/day) Existing Additional Total After Expansion
A. Domestic 2.00 0.80 2.80 B. Industrial
Process -- 70.50 * 70.50
Washing -- 2.40 2.40
Boiler -- 1.20 1.20
Cooling -- 0.15 0.15
Scrubber -- 0.10 0.10
Total Industrial -- 74.35 74.35 TOTAL (A + B) 2.00 75.15 77.15
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DISPOSAL OF WASTEWATER:
EXISTING:
Domestic effluent is disposed off through Septic tank / Soak pit system.
There is no generation and discharge of industrial effluent. Unit is ZLD.
AFTER EXPANSION:
Domestic effluent shall be disposed in to existing Septic tank / Soak pit system.
Industrial effluent generated from manufacturing process and other ancillary operation shall
be allowed into in-house ETP for primary treatment. Primary treated water will be disposed to
common MEE facility operated by M/s. Bharuch Enviro Infrastructure Ltd. (BEIL).
WATER BALANCE DIAGRAM (After Expansion)
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2.3.5 Details of Effluent Treatment Plant Effluent generated from plant first passed through Oil & Grease Trap unit to remove floating oily &
greasy emulsion. The raw effluent coming from the different stream will be collected in to
collection tank. Then after, effluent will be transferred into Reaction tank where dosing will be
done with hydrated lime and alum. The neutralized & flocculated effluent will be then transferred in
a primary settling tank (PST). In PST, sludge will be settled at bottom of the PST which will be
sprayed on sludge drying bed, while clear over flow will be carried out in treated water sump. After
that, primary treated water will be sent to common MEE facility operated by M/s. BEIL,
ankleshwar.
FLOW DIAGRAME OF EFFLUENT TREATMENT PLANT
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2.3.6 Detailed Treatability Study vis-à-vis the adequacy and efficiency of the treatment facilities proposed for the wastewater to be generated
Since the proposed productsis yet to be manufactured therefore, it is essendial to assess the
effluent quality from the proposed activity. Accordingly, samples were collected from similar type
of products manufacturing unit located within GIDC, Panoli & Ankleshwar. Analysis of sample was
done and quality of effluent is as under;
Quality of Raw Effluent
Sr. No. Parameters Unit Expected Quality of
Raw Effluent 1. pH -- 4.0 – 10.0 2. COD mg/L 12,000 – 15,000 3. BOD mg/L 4000 – 5000 4. TDS mg/L 20,000 – 22,000 5. TSS mg/L 600 – 700 6. Phenolic Compound mg/L 4 – 8
Quality of Effluent after Treatment in ETP
Sr. No. Parameters Unit Quality of Effluent After Primary
Treatment (To CMEE) 1. pH Pt. unit 6.5 – 8.0 2. COD mg/L 9,000 – 12,000 3. BOD mg/L 3000 – 4000 4. TDS mg/L 22,000 – 25,000 5. TSS mg/L 100 – 150 6. Phenolic Compound mg/L 1 – 2
2.3.7 Techno-Economic Viability of the Effluent Evaporation System
To check the cost for disposal to CMEE, following estimation of cost is necessary.
Chemical cost Electricity cost Manpower cost Waste disposal cost Cost for disposal to CMEE
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2.3.8 Air Pollution & Its Control System
2.3.8.1 Flue Gas Emission & Process Gas Emission
At present, Thermopack of capacity 4 Lac Kcal/Hr is exist. For expansion of project, unit has
proposed one another boiler of capacity 1.0 TPH.
Table No. 2.8: Details of Flue Gas Stack
Sr. No.
Source of emission
With Capacity
Stack Height & Diameter (meter)
Type of Fuel
Quantity of Fuel
Type of emissions
i.e. Air Pollutants
Air Pollution Control Measures
(APCM)
EXISTING
1 Thermopack (Capacity: 4 Lac Kcal/hr)
11.00 & 0.90
Agro Waste /
Briquettes
10 MT/day PM
SO2 NOx
Multi Cyclone Separator +
Dust Collector
2 D. G. Set (Stand by) (Capacity: 50 KVA)
5.0 & 0.15 HSD 250
Lit/day Adequate stack height provided
PROPOSED
3 Steam Boiler (Capacity: 1.0 TPH)
12.0 & 0.90
Natural Gas
500 m3/day PM
SO2 NOX
Adequate stack height will be provided
4 D. G Set (Stand By) (Capacity: 200 KVA)
6.0 & 0.15 HSD 820
Lit/day Adequate stack height
will be provided
Table No. 2.9: Details of Process Gas Vent
Sr. No.
Specific Source of emission
Type of emission
Stack/Vent Height (meter)
Air Pollution Control Measures (APCM)
EXISTING --
PROPOSED
1 Process Vent – 1 (Product No. 7, 8, 9 – Reactor)
HCl SO2
12.0 Two Stage Water Scrubber followed by Alkali Scrubber
2 Process Vent – 2 (Product No. 16) Cl2 12.0 Two Stage Water Scrubber
followed by Alkali Scrubber
NOTE: HCl gas generated from reaction column will be scrubbed into 1st stage water scrubber to
recover HCl solution. Concentration of SO2 gas generation will be very low thus there shall be no recovery Sodium
sulfite in scrubber. Unit shall install CEMS which will be connected with GPCB server.
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Raw materials will be stored in isolated storage area and containers will be kept tightly closed. To
minimize fugitive emission, powder material will be allowed in a vessel through closed loop while
liquid material will be charged through closed pipeline.
To minimize fugitive emission due to vehicle movement, regular water sprinkling will be carried out
on road and paved road will be maintained.
2.3.9 Hazardous/Solid Waste Generation and Its Management
Hazardous/Solid waste generated from the process, effluent treatment plant and other industrial
activity will be stored in a separate hazardous waste storage area and it will be disposed at nearest
TSDF site for further treatment and disposal. The municipal solid wastes generated during
operation phase will be disposed to bin of GIDC.
(i) DOMESTIC & INDUSTRIAL WASTE GENERATION AND ITS MANAGEMENT:
Following type of domestic & industrial waste is generated from proposed activity from unit.
Table No. 2.10: Construction, Domestic & Industrial Waste Generation & Its Management
Sr. No. Type of Waste Source of
Generation
Category of
Waste Disposal
1. Concrete and Bricks material
Proposed construction
activity
C & D Waste
Temporary store, reuse to increase plinth level and in road area
Steel, glass, wood To be sell local scrap vendor
2. Domestic Waste (Food waste, Plastic, Paper etc.)
Employees working in the
premises
MSW Collected in separate bin and disposed to bin of GIDC.
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(ii) HAZARDOUS WASTE GENERATION AND ITS MANAGEMENT:
Table No. 2.11: Hazardous Waste Generation and Its Management
Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity
(MT/Annum) Management of HW Existing Proposed Total
1. ETP Sludge Effluent Treatment
Plant
35.3 -- 70.00 70.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal at TSDF site – for secured landfill
2. Discarded Containers / Bags
Raw material & Finished product packing material
33.1 24.60 50.40 75.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal by selling to registered recycler approved by GPCB / CPCB / reuse within premises
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity
(MT/Annum) Management of HW Existing Proposed Total
3. Used Oil D. G Set & Thermo
pack
5.1 0.01 0.02 0.03 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal by selling to Registered Re-refiners approved by GPCB / CPCB /reuse for lubrication
4. Process Residues
Process (Product No. 4, 12, 13, 14, 17)
28.1 180.00 975.50 1155.5 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal for incineration
5. Spent Carbon Process (Product
No. 11, 12, 13, 17, 18,
21)
28.3 2.40 18.00 20.40 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal for co-processing
6. Distillation Residue
Distillation Process (Product
No. 1, 2, 8, 9, 11, 12,
16, 17, 18, 19, 20, 21)
20.3 -- 322.20 322.20 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal for co-processing
7. Spent HCl (30%)
Process (Product
No. 12, 17)
B15-II -- 280.00 280.00 Collection, Storage and reuse within premises
Spent HCl (22-25 %)
Scrubber -- 1200.00 1200.00 Collection, Storage,
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity
(MT/Annum) Management of HW Existing Proposed Total
Transportation (through GPS monted vehicles) & Disposal by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
8. Potassium Chloride (80–85 %)
Process (Product
No. 12, 14, 15)
28.4 -- 968.00 968.00 Maximum quantity (168.00 MT/Year) will be reused in process within premises and balance quantity (800.00 MT/Year) will be disposed by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
9. Silver Sulfate (90-95 %)
Recovery from Silver
Iodide generated
from Product No. 14 &
15
28.4 -- 672.00 672.00 Collection, Storage, Transportation (through GPS monted vehicles) & Disposal by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity
(MT/Annum) Management of HW Existing Proposed Total
10. Spent Hyflo Process (Product
No. 12, 13, 17, 18, 19,
21)
28.1 -- 70.00 70.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal at TSDF site for landfilling
11. Mother Liquor of MCA (40–45 %)
Process (Product No. 7)
28.4 -- 648.00 648.00 Collection, Storage, Transportation (through GPS monted vehicles) & Disposal by selling to Authorized end useras per Haz. Waste Rule-9 and after getting prior permission from GPCB.
12. Inorganic Salt Process (Product No. 18)
28.1 -- 36.00 36.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal at TSDF site for landfilling
13. Spent Solvent Process (Product
No. 1, 2, 6, 20)
28.6 -- 1296.00 1296.00 Collection, storage, recovered through in- house distillation and reuse in process within premises
14. Sodium Hypochlorite (10-15%)
Scrubber -- -- 578.0 578.0 Collection, Storage, Transportation
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity
(MT/Annum) Management of HW Existing Proposed Total
(through GPS monted vehicles) & Disposal by selling to Authorized end useras per Haz. Waste Rule-9 and after getting prior permission from GPCB.
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2.3.10 Employment Generation
At present, 22 employees (20 Male + 02 Female) working at the plant. Due to expansion of
project, there shall be requirement of approx. 45 new employees (40 Male + 05 Female).
No. of Workers
Male Female Total Existing 20 02 22 Additional 40 05 45
Total 60 07 67
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CHAPTER – 3 DESCRIPTION OF ENVIRONMENT
The baseline environmental qualities of various environmental components like air, noise, water,
land, flora and fauna and socioeconomic form important and integral part of EIA study. The
baseline data forms the basis for predicting / assessing the environmental impacts of the project.
Following the final TOR issued by SEIAA, the impact or study area has been considered to be the
area within radius of 10 km from the project site. The project site and study area map have been
shown in Figure No. 3.1;
Figure No. 3.1: Satellite Image of Study Area (10 Km Radius)
3.1 STUDY AREA M/s. Jay Agro Industries is located at Plot No. 5805, GIDC Industrial Estate, Ankleshwar, Dist-
Bharuch, Gujarat. The baseline study was carried out in 10.0 km radius from the centre of the
project site. The demarcation of the impact boundary in study area from the project site can be
viewed in the Figure No. 3.1.
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3.2 COMPONENTS & METHODOLOGY OF BASELINE SURVEY The environmental status of the study area at 10.0 km radius zone around the project site has
been studied during the summer season from 01/03/2017 to 30/05/2017 and the details are given
in the following sub-sections:
Various environmental components were monitored and samples analyzed. Apart from this,
additional data were also collected from secondary sources i.e. Government/Non Government
Agencies, Indian Metrological Department (IMD) and Census Data.
3.2.1 Establishment of Baseline for Valued Environmental Components Environmental Impact Assessment (EIA) studies need a significant amount of primary and
secondary baseline environmental data.
The primary baseline environmental data are those which need to be collected in the field to
define the status of environment (like air quality data, water quality data, noise quality etc.).
The secondary baseline environmental data are those data which have been collected over the
years and can be used to understand the existing environmental scenario of the study area by any
recognized agencies. (Such as Used IMD data for micrometeorological data rainfall, humidity and
Census data for Socio Economic etc.)
3.3 METHODOLOGY (1) Air Environment Monitoring Process:
Design of Network for AAQM Stations (Figure No. 3.3 shows all Ambient Air monitoring station
including project site)
Reconnaissance
Air quality monitoring or data collection
Air analysis
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(2) Noise Environment Monitoring Process:
Reconnaissance
Design of Network Stations for Noise Monitoring (Figure No. 3.5 shows all noise monitoring
station including project site)
Methodology: To understand the noise environment in the study area, a survey was conducted using Sound
Level Meter at each of the location including the project site.
(3) Water Environment Monitoring Process:
Reconnaissance
Design of Network Stations for collection of water sample (Figure No. 3.6 shows all Ground
water & Surface water sample station)
Sample collection & preservation
Analysis of water quality by using following methodology
Methodology for water sample Analysis: To understand the water Quality of the study area, analysis of all locations was conducted as per
IS: 10500:2012 of drinking water or APHA (American Public Health Association).
(4) Soil Environment Monitoring Process:
Reconnaissance
Design of Network Stations for collection of soil sample (Figure No. 3.7 shows all soil sample
collection stations)
Sample Collection
Physico - Chemical analysis of soil based on following methodology.
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Methodology for Analysis: To understand the soil quality of the study area, analysis of all locations was conducted by making
suspension of soil sample and analysis were done by using standard method of soil analysis
(APHA).
The environmental impact assessment (EIA) studies are conducted over a short period of time and
therefore the understanding the environmental trends based on few months of primary data has its
own limitations. Ideally, the primary data has to be considered along with the secondary data for
complete understanding of the existing environmental status of the area.
3.4 CLIMATE & METEOROLOGY OF THE STUDY AREA
The micro meteorological conditions at the project site will regulate the transport and diffusion of air
pollutants released into the atmosphere. The principle meteorological variables are horizontal
convective transport (average wind speed and direction), vertical convective transport (atmospheric
stability, mixing height) and topography of the area.
Secondary meteorological data for the duration from January 2016 to December 2016 as per
availability with Indian Meteorological Department (IMD) for Surat is presented in Table 3.1 (A-D)
Rainfall: Rainfall data for Surat station is presented in Table No. 3.1(A)
Table No. 3.1(A): Rainfall Data (January 2016 to December 2016)
Month Monthly Total Rainfall in (mm) Number of Rainy Days January – 2016 00 00 February – 2016 00 00 March – 2016 3.4 1 April – 2016 00 00 May – 2016 00 00 June – 2016 107.3 08 July – 2016 489.1 25 August – 2016 183.7 20 September – 2016 145.3 16 October – 2016 177.4 5 November – 2016 00 00 December – 2016 00 00
TOTAL 1106.2 75
(Source: Indian Meteorological Department, Surat)
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The rainy season in the area usually from June to October. In the year 2016, it has been raining in
month of March also.
The total rainfall, during the monsoon period has been recorded as 1106.2 mm. The total number
of rainy days has been recorded about 75 days.
Temperature: Month wise average maximum and minimum temperature for the period of January 2016 to
December 2016 as recorded at IMD station Surat has been furnished in Table No. 3.1 (B). The
mean maximum and minimum temperature recorded was 41.8 oC and 11.5 oC respectively.
Table No. 3.1(B): Mean Monthly Average Max. & Min. Temperature
Month Temperature (oC) Maximum Minimum
January – 2016 35.2 11.5 February – 2016 38.0 15.0 March – 2016 41.0 20.6 April – 2016 40.2 23.4 May – 2016 41.8 27.0 June – 2016 36.5 25.2 July – 2016 32.6 23.5 August – 2016 31.8 24.0 September – 2016 34.4 22.6 October – 2016 36.2 19.5 November – 2016 35.2 15.0 December – 2016 34.2 14.0
(Source: Indian Meteorological Department, Surat)
Wind: Wind speed data for Surat station is presented in Table No. 3.1(C). Max wind speed was 20 kmph
in the month of January & August at 17:30 hrs, while the average wind speed varied from 1 to 12.
Table No. 3.1(C): Mean Monthly Wind Speed Data
Month Wind Speed in kmph
08:30 HRS IST 17:30 HRS IST January – 2016 002 007 February – 2016 001 007 March – 2016 001 008 April – 2016 004 008
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Month Wind Speed in kmph
08:30 HRS IST 17:30 HRS IST May – 2016 007 012 June – 2016 008 012 July – 2016 005 009 August – 2016 008 010 September – 2016 003 008 October – 2016 001 006 November – 2016 003 004 December – 2016 003 007
(Source: Indian Meteorological Department, Surat)
Humidity:
Monthly relative humidity for the period of January 2016 to December 2016 at Surat Weather
station of IMD recorded is as presented in Table No. 3.1(D). Relative humidity is generally high
during the period from July to October.
Table No. 3.1(D): Average Monthly Relative Humidity
Month Relative Humidity in % 08:30 HRS IST 17:30 HRS IST
January – 2016 093 048 February – 2016 072 038 March – 2016 075 033 April – 2016 069 040 May – 2016 075 066 June – 2016 080 072 July – 2016 088 082 August – 2016 087 083 September – 2016 085 076 October – 2016 083 063 November – 2016 064 039 December – 2016 065 040
(Source: Indian Meteorological Department, Surat)
Windrose: The wind rose diagram (as available with IMD, Surat) for the period of January 2016 – December
2016 is attached in Annexure – 4.
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3.5 SITE SPECIFIC METEOROLOGY
Site Specific Meteorological data was collected in summer season for the period from 01/03/2017 to 30/05/2017. 3.5.1 Monitoring Methodology for Meteorological Parameters
For collection of site specific meteorological data, weather monitoring station (Make: Envirotech)
was setup. The sensors of this equipment were kept at about 10 m above ground level with free
exposure to the atmosphere at terrace of factory building for the month of March 2017, April 2017 and May 2017. Temperature, wind speed, wind direction, relative humidity was recorded.
3.5.2 Site Specific Meteorological Data
Site specific hourly mean meteorological data are as mentioned in Table No. 3.2.
Table No. 3.2: Site Specific Meteorological Data
Meteorological Parameter
Month March – 2017 April – 2017 May – 2017
TEMPERATURE (oC)
Maximum 37.0 39.0 39.0
Minimum 26.0 29.0 28.0
WIND SPEED (km/hr)
Maximum 18.0 18.0 21.0
Minimum 6.0 11.0 8.0
RELATIVE HUMIDITY (%)
Maximum 47.0 38.0 66.0
Minimum 21.0 15.0 37.0
WIND DIRECTION
Dominant WNW WSW SW
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Figure No. 3.2: Site Specific Pre-dominant Wind Rose Diagram for March, April & May 2017
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..
3.6 DETAILS OF BASELINE STUDY Since it is an EIA, the study is Pre Monson season has been considered, incorporating
summer season.
3.6.1 AMBIENT AIR ENVIRONMENT
Ambient Air Quality: The basic objective of collection of base line data for air environment is to identify project
specific air pollutants being released into the atmosphere, which will have significant impact on
air environment of immediate vicinity of the project site. For assessment of the baseline data it
is important to specify the study area in respect of the location of the project. It was decided to
study ambient air quality at suitable different directions in the probable impact zone including
the project site.
The following criteria were also taken into account while designing the ambient air quality-
monitoring network:
1. Topography/Terrain of the study area
2. Populated areas within the region
2. Dominant wind direction.
3. Prediction of maximum concentrations and distances of their likely occurrence under
prevailing meteorological conditions
4. Representation of valid cross sectional distribution in downwind Direction 5. Representation of regional background
6. Availability of reliable power supply on a 24-hour basis
7. Even distribution of sampling locations in the study area
Reconnaissance survey was undertaken to establish the baseline status of air environment in
the study region. The prime objective of the NAAQ survey, within 10.0 km radial study area
around the plant was to establish the existing ambient air quality levels.
Location of AAQ Monitoring Stations: The location of AAQ monitoring stations is shown in Figure No. 3.3 and details of these
stations are described in Table No. 3.3.
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Figure No. 3.3: Satellite Image Showing Ambient Air Sampling Location
Table No. 3.3: Details of Ambient Air Sampling Location
Sr. No. Name of Village Sampling
Code Latitude Longitude Distance
from Project Site (km)
Direction from
Project Site Wind
Direction
1. Near Project Site A1 21°37'52.71"N 73° 2'17.42"E 0.27 W --
2. Jitali A2 21°37'8.17"N 73° 3'57.06"E 2.85 ESE Downwind
3. Gujarat Housing Board A3 21°37'44.56"N 72°59'34.50"E 5.00 W Upwind
4. Kosamdi A4 21°34'57.56"N 73° 1'58.78"E 5.11 S Crosswind
5. Umarwada A5 21°34'50.91"N 72°58'20.60"E 9.11 SW Upwind
6. Andada A6 21°39'18.60"N 73° 1'11.60"E 3.16 NNW Crosswind
7. Uchhali A7 21°38'37.38"N 73° 3'51.29"E 2.75 ENE Downwind
8. Sardarpura A8 21°39'7.12"N 73° 6'29.21"E 7.32 ENE Downwind
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Parameters Monitored and Methods Used:
The Particulate Matter (PM10), Particulate Matter (PM2.5), Sulphur Dioxide (SO2) and Oxides
of Nitrogen (NOx), HCl, Cl2, CO, VOC were identified as significant parameters for ambient air
quality monitoring, particularly because these are likely to be emitted from the industry and for
which ambient air quality standards are prescribed.
At all sampling locations; PM10, PM2.5, SO2, NOx, HCl, Cl2, CO, VOC were monitored during
baseline study period at a frequency of twice a week at each station adopting a 24-hours
schedule to enable the comparison with ambient air quality standards prescribed by the
Central Pollution Control Board.
Results of Ambient Air Monitoring: The data on concentrations of various pollutants were processed for different statistical
parameters like arithmetic mean, standard deviation, minimum and maximum concentration
and various percentile values.
Based on data obtained the statement showing maximum, minimum, average concentration,
98 percentile values of PM10, PM2.5, SO2, NOx, HCl, Cl2, CO, VOC at different monitoring
locations in the study area have been computed and presented at Table No. 3.4.
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Observation Based on Monitoring Data:
Particulate Matter (PM10)
The maximum value of PM10 observed at Sardarpura was 90.00 μg/m3 and lowest concentration
observed at Jitali village was 57.70 μg/m3 during the study period. The average concentration of
PM10 varied from 68.83 μg/m3 to 81.17 μg/m3 at all monitoring locations during the study period,
which is well below the permissible limit of 100 μg/m3.
Figure No. 3.4(A): Graphical Representation of PM10 Concentration
Particulate Matter (PM2.5)
The maximum value of PM2.5 observed at near project site and it was 44.60 μg/m3 and lowest was
17.60 μg/m3 at Uchhali village. The average concentration of PM2.5 varied from 21.57 μg/m3 to
40.28 μg/m3. At all the locations, the concentration of PM2.5 was observed within the permissible
limit of 60 μg/m3.
Figure No. 3.4(B): Graphical Representation of PM2.5 Concentration
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Sulphur Dioxide (SO2)
The highest concentration of SO2 was observed 23.50 μg/m3 at Sardarpura and lowest
concentration was 11.00 μg/m3 at Kosamdi village. The average concentration of SO2 varied from
14.19 μg/m3 to 18.60 μg/m3. At all the locations, the concentration of SO2 was within the
permissible limit of 80.0 μg/m3.
Figure No.3.4(C): Graphical Representation of SO2 Concentration
Oxide of Nitrogen (NOx)
Highest concentration of NOx observed was 27.80 μg/m3 at Kosamdi village & lowest
concentration was 12.30 μg/m3 at Sardarpura. The average concentration of NOX varied from
17.59 μg/m3 to 23.67 μg/m3. At all the locations, the concentration of NOX was within the
permissible limit of 80.0 μg/m3.
Figure No. 3.4(D): Graphical Representation of NOX Concentration
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Carbon Monoxide (CO)
Highest concentration of CO observed was 308 μg/m3 at Gujarat Housing Board & lowest
concentration was 212 μg/m3 at Sardarpura. The average concentration of CO varied from 217.62
μg/m3 to 302.42 μg/m3. At all the locations, the concentration of CO was within the permissible
limit of 2000 μg/m3.
Figure No. 3.4(E): Graphical Representation of CO Concentration Conclusion: On perusal of the results presented in Table No. 3.4, it can be concluded that the concentration of
PM10, PM2.5, SO2, NOx, HCl, Cl2, CO, VOC is below the CPCB permissible limits / NAAQ
standards, 2009.
3.6.2 NOISE ENVIRONMENT
Noise can be defined as an unwanted sound. It interferes with speech and hearing and is intense
enough to damage hearing or is otherwise annoying. 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.
To understand the noise environment in the study area, a survey was conducted using Sound
Level Meter at each location is shown in Figure No. 3.5. Table No. 3.5 gives details of the
sampling location.
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Table No. 3.5: Details of Noise Sampling Location
Sr. No
Monitoring Location
Sampling Code Latitude Longitude
Distance from
Project Site (km)
Direction from
Project Site
1. Project Site N1 21°37'56.46"N 73° 2'27.70"E -- --
2. Gujarat Housing Board N2 21°37'44.56"N 72°59'34.50"E 5.00 W
3. Motali N3 21°38'56.29"N 73° 2'33.51"E 1.74 N
4. Jitali N4 21°37'11.46"N 73°3'55.84"E 2.85 ESE
5. Garden City N5 21°35'52.90"N 73° 2'41.22"E 3.85 S
6. Kapodara N6 21°35'38.10"N 73° 0'40.05"E 5.19 SW
7. Bakrol N7 21°34'13.87"N 73° 0'39.87"E 7.50 SSW
Figure No. 3.5: Satellite Image Showing Noise Sampling Location
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Noise Monitoring Schedule: Ambient noise level monitoring was carried out during the study period at each location; noise
monitoring was conducted continuously over a period of twenty-four hours to obtain Leq values at
uniform time intervals of one hour. To understand the noise environment in the study area, a
survey was conducted using Sound Level Meter at each location. All measurements were carried
out when the wind speeds were approximately 1-2 m /sec and no unusual activities were being
carried out at the monitoring locations.
Results of Noise Monitoring: The average Leq values of noise levels during daytime (Ld) varied between 42.89 to 60.32 dB
while the average Leq values of noise levels during night time (Ln) varied between 34.64 to 57.48
dB.
The one hourly Leq noise levels recorded at various locations in the study area show considerable
fluctuations because of changes in traffic movement, commercial and residential activities in the
study area.
Table No. 3.6: Average Noise Level Data
Noise Quality Data
Sr. No. Sampling Location Zone
Limit as per CPCB Guidelines Leq, dB
Avg. of Observed value Leq, dB
DAY* NIGHT* DAY* NIGHT* 1. Project Site Industrial Zone 75 70 60.32 57.48 2. Gujarat Housing Board Residential Zone 55 45 43.10 34.64 3. Motali Residential Zone 55 45 44.24 40.23 4. Jitali Residential Zone 55 45 44.78 35.00 5. Garden City Residential Zone 55 45 42.89 36.65 6. Kapodara Residential Zone 55 45 50.05 42.06 7. Bakrol Residential Zone 55 45 47.78 36.03 * Day time Leq (6.00 AM to 10.00 PM) * Night time Leq (10.00 PM to 6.00 AM)
Conclusion: Noise levels of study area are compared with the noise level standards and the comparison shows
that noise levels are well within the limits.
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3.6.3 WATER ENVIRONMENT
Water environment is widely divided into two categories:
1. Surface water: river, drains, nala, canals, lakes, ponds etc.
2. Ground water: Accumulation in deeper strata of ground.
The baseline water quality status in the region is established by analyzing surface water and
ground water. Ground water samples and surface water samples were collected and analyzed for
drinking water quality parameters i.e. physico-chemical parameters and heavy metals.
Water Monitoring Schedule and Methodology:
The water quality of the study area was studied for ground water as well as surface water by
collecting the sample from selected location within the study area. The samples were collected &
analyzed as per the guidelines of CPCB.
The details of ground and surface water sampling locations are given in Table No. 3.7. The map
showing location of sampling points is shown at Figure No. 3.6. Grab samples were collected
once during the study period. Physico-chemical parameters have been analyzed to establish the
baseline status of the surface and ground water resources in the study area.
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Figure No. 3.6: Satellite Image of Ground Water & Surface water Sampling Location
Table No. 3.7: Details of Ground Water (GW) & Surface Water (SW) Sampling Location
Sr. No.
Sampling Location
Sampling Code Latitude Longitude
Distance from project
site (km)
Direction from Project
Site 1. Kapodra GW1 21°35'42.89"N 72°0'45.06"E 5.19 SW 2. Umarwada GW2 21°34'47.00"N 72°58'26.91"E 9.11 SW 3. Amboli GW3 21°37'4.10"N 72°57'37.83"E 8.30 WSW 4. Jitali GW4 21°37'11.46"N 73°3'55.84"E 2.85 ESE 5. Kansiya GW5 21°40'8.87"N 73° 2'18.62"E 4.08 N 6. GIDC water
reservoir SW1 21°36'42.62"N 72°0'25.53"E 4.18 WSW
7. Canal water near Umarwada
SW2 21°35'21.23"N 72°58'28.91"E 8.41 WSW
8. Amravati River SW3 21°38'57.73"N 73°2'53.39"E 2.08 NNE 9. Narmada River SW4 21°41'30.65"N 73° 0'25.16"E 7.63 NW
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Results:
Ground Water Quality: Out of the five ground water locations of the study area, maximum TDS
recorded was 1789 mg/L in sample collected from Umarwada while minimum TDS was 1290 mg/L
in sample collected from Kapodra. Maximum hardness recorded was 756 mg/L from Jitali sample
while found minimum hardness 453 mg/L from Umarwada sample. Details for all parameters are
tabulated in the Table 3.8.
Surface Water Quality: Four surface water samples were collected from the near vicinity of
project site. Maximum TDS recorded was 542 mg/L from sample of Canal water near Umarwada
while minimum TDS was 259 mg/L found in sample from Narmada River. Maximum value of
chloride was detected from Canal water near Umarwada. Results for all the parameters are
tabulated below in Table 3.9.
Conclusion on Water Quality:
Analysis of ground water samples shows that TDS is higher than the desirable limit but within the
permissible limit specified by IS:10500. Hardness is higher than the desirable limit but at one
location higher than the permissible limit. Chloride is marginally higher than the desirable limit at
one location.
Analysis of surface water samples shows that Turbidity and TDS in canal water is higher than the
desirable limit but within the permissible limit specified by IS:10500. Total coliform is higher than
the permissible limit at all locations.
3.6.4 SOIL ENVIRONMENT From the geographic point of view, soil of this region fall in the category of Deep Black Clayey soil.
The district of Bharuch region has deep black soil. The deep black soil, in general, is clay-like in
texture and neutral to alkaline in reaction. These soils are most fertile soil in Black soils.
Soil Monitoring Schedule: Soil samples were collected from 05 different locations during the study period in the study area.
The details of locations selected for collection of soil samples are presented in Table No. 3.10.
The sampling locations are shown in Figure No. 3.7.
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Table No. 3.10: Details of Soil Sampling Location
Sr. No.
Name of the Village
Sampling Code Latitude Longitude
Distance from project
site(km)
Direction from
Project Site 1. Jitali S1 21°37'11.46"N 73°3'55.84"E 2.85 ESE 2. Sarangpur S2 21°38'29.65"N 73°3'13.67"E 1.68 NE 3. Piraman S3 21°37'6.02"N 72° 59'57.18"E 4.83 WSW 4. Kansiya S4 21°40'17.79"N 73° 2'22.31"E 4.08 N 5. Bakrol S5 21°34'18.01"N 73° 0'48.71"E 7.50 SSW
Figure No. 3.7: Satellite Image of Soil Sampling Location
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Remote sensing satellite data would assist in obtaining such valuable and formidable information
with respect to landuse environment of an area. The synoptic view under uniform illumination and
its repetitive coverage allows employing RSI (remote sensing satellite image) to generate landuse
information of an area at a periodical interval. Change of both macro and micro-level (soil and
water condition) reflected by landuse induced by developmental activities could be mapped and
relevant mitigation measures could be implemented.
Remote sensing satellite data used for the study
In the present study, National remote sensing satellite data RS2 of LISS 4 - FMX,
Path:93/Row:57, acquired has been used. A landuse map showing 10 Km radial buffer with
project site is carried out. The geographical coordinates of the project site given is 21°37'54.06"N
to 21°37'59.37"N Latitude and 73° 2'26.13"E to 73° 2'29.20"E Longitude.
Figure No. 3.8: Remote sensing satellite image
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Selection of remote sensing satellite image (RSI) is on the availability of cloud free data and
interpretability of predominant landuse and land cover (LULC) category. The examination of
satellite data showed that the region is always covered by clouds with lesser percentage during
summer. But rained crops are cultivated during southwest monsoon and hence a data acquired
during first onset of precipitation is preferred so as to delineate crop and fallow land parcels of
agricultural category.
Delineation of scrub land is also possible since land with scrub could be easily distinguished from
crop vegetation and separated. This may be an arduous task during monsoon since the entire
area would be witnessed with sudden sprout of lush natural vegetation, mostly prosopis, with first
onset of precipitation. Considering all these factors, a larger resolution RS2 of LISS 4 - FMX data
acquired has been selected. Data used for the present study is listed in Table given below:
Details of satellite data used for the Landuse study
Satellite image Generated LU map RS2 of LISS 4 - FMX, Path:93/Row:57
LU map for 2 Km Core & Buffer area LU map for 5 Km Buffer area LU map for 10 Km Buffer area
Methodology adopted for the Landuse study Present study involves micro level analysis of landuse pattern showing 10 km area using satellite
data. To cater the requirement, a preliminary assessment of terrain using digital analysis helping
to infer relationship between terrain and landuse has been carried out. Such an approach provides
lucid understanding of landuse units and enhances the knowledge on the landuse pattern
assisting in impact assessment.
The knowledge base thus generated is used to delineate various landuse units while carrying out
interpretation of the satellite image. The derived landuse information is transformed into a GIS
based spatial database using geo-referencing techniques. Besides, a limited but well focused field
investigation also carried out and coordinates of significant landuse units using handheld GPS are
gathered to be used as control points for geo-referencing. Interpreted landuse units are verified in
the field to carryout necessary corrections wherever is required before preparing final landuse
map.
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Flow chart showing nature of work flow in Landuse analysis of the study area
Using the image elements such as color, tone, texture, size, shape and associated elements
various landuse units are delineated following the categorization and nomenclature adopted for
the national level landuse classification system as recommended by National Remote Sensing
Centre (NRSC), Department of Space, Government of India. Some of the landuse units that are
identified in the study area are listed in Table given below.
Table No. 3.12: Major Landuse units of the study area
Sr. No. Major Category Landuse unit 1. Built-up Land Village / Town / Industries 2. Agricultural Land Crop land
Fallow land Plantation
3. Waste Land Mining area
Land without scrub Land with Scrub Barren / Stony waste Mines / dumps / Abandoned quarries
4. Water bodies Rivers / Streams Tanks / Reservoirs
Before visually analyzing the RSI for the preparation of landuse maps, image analysis of the
digital data of the RSI is carried out and the results and observations are discussed in the
following section.
REMOTE SENSING SATELLITE IMAGE (RSI)
LISS IV DATA
IMAGE ANALYSIS
FIELD VISIT & CORRECTIONS
LU MAP
(10 Km Core & Buffer area)
FINAL MAPS: LU map for 10 Km area Report generation
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Landuse pattern of 10 km radial buffer area
The general landuse pattern of the core and buffer may be broadly classified into four major types
– settlement & Industries, agriculture, wasteland and water bodies. In the settlement, villages,
town and infrastructure facilities are considered. The second category agriculture consists of crop
land, fallow land and plantation. Under the wasteland category, units such as and with scrub, land
without scrub, barren area is interpreted. Lastly, water bodies such as tanks, ponds, canal and
streams are interpreted under this category. These categories are delineated from the selected
satellite image using image elements such as color, tone, texture, size, shape and associated
elements. The delineated landuse units are transformed into a spatial database in GIS
environment. The map thus generated in GIS is estimated for area and representation of each
category in the study area. The total area of LULC in the study area is calculated as 315 sq.km
and spatial distribution of various LULC categories within buffer area are discussed below.
Figure No. 3.9: Landuse map of 10 Km radial buffer around Project Site
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Land without scrub, on the other hand is interpreted using brown to white color, medium tone and
medium texture and is generally restricted around land covered with scrub and fallow land. They
occur as small patches and very minimal area covering 10.96 sq.km representing 3.48% of the
buffer area.
Water bodies Many small and big water bodies are seen in the study area distributed all over the study area.
Water bodies are the storage units for water act as rainwater harvesting structures & canal water.
They support the domestic water requirements and for cattle. At some places, they may also use
for irrigation purpose and are very limited. Few dry stream courses are also seen in the study
area. In the satellite image, water bodies are interpreted by their light blue to greyish blue color,
smooth tone and smooth texture.
Most of the water bodies retain water for a shorter period after precipitation due to the soil
constraint and hence go dry soon. Spatial extent of stream and water bodies is estimated at 7.56
sq.km and 2.4 percent. The Narmada River covers around 11.81 sq.km with 3.75% of 10 km
radius. The area of various landuse categories as derived from the satellite data within the buffer
area is given below:
Table No. 3.13: Landuse Categories within 10 Km Buffer zone and their Spatial Extent
Sr. No. Landuse Units Area (Sq.Km) Percentage (%)
1. Crop Land/Fallow land 161.76 51.35 2. Plantation 9.61 3.05 3. Land with Scrub 50.26 15.96 4. Land without Scrub 10.96 3.48 5. Industry 19.91 6.32 6. Water bodies 7.56 2.4 7. Settlement 36.62 11.63 8. River 11.81 3.75 9. Brick Manufacturing 0.75 0.24
10. Mudflat 5.76 1.83 Total 315 100
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Graphical Representation of Landuse Categories within 10 Km Buffer zone
Recommendations With the observations and inferences from the above detailed analysis using remote sensing
satellite data around 10 km area, the following recommendation may be made with respect to
monitoring landuse pattern in the project.
1. A periodical monitoring and updating of landuse pattern at an annual interval 10 Km area using
large resolution (LISS IV) satellite data.
2. Generation of landuse information using larger resolution (LISS IV) satellite to update extent of
changes within the landuse pattern.
Conclusion The study may be concluded with following observations and inferences from the analysis of
remote sensing satellite data.
1. The study area is predominantly covered by agricultural land – crop, current fallow and
plantation and dependent mostly upon the monsoon rainfall.
2. The digital analysis of the satellite data has helped to appreciate the intricacies of terrain
parameters in controlling landuse pattern of the study area.
3. Landuse pattern shows constraints in crop cultivation in term of land capability, soil and water
availability and mostly left as “fallow”.
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4. Rainfed crops such as oil seeds, sunflower, ragi, maize, millets, grams, coriander and corn
are cultivated. The stalks of corn are used as fodder when crop failed due to paucity of
sufficient rainfall.
5. Most of the land parcels are kept as “fallow” and readied for cultivation during monsoon
periods – both southwest and northeast monsoon.
6. Interestingly, naturally growing thorny scrub, prosopis, is also cultivated in the field. It is used
as fuel wood and burnt to produce charcoal. This lead to the inference on the severe limitation
imposed on the cultivation practice.
7. landuse pattern generated data of 2017 has brought out the dynamism of landuse units
emphasizing the dependence of landuse on rainfall, with limited irrigational facilities available
in the buffer area including groundwater resources.
8. Use of LISS IV to generate landuse categories within the core zone and buffer estimating their
spatial extent using GIS has helped to construct a valid landuse database of ML area.
9. Finally, the study could be concluded with a suggestion to monitor landuse pattern of 10 Km
area around the project site at a periodical interval, annually, enabling more meaningful impact
assessment and causative factors and plan for effective remedial measures.
3.6.6 TOPOGRAPHY
The overall topography of the site is flat with a gentle slope from southeast towards south east.
The overall topography of the area is marked by alluvial plains. The site elevation is about 16 to
17 meters. The topographical map of the project site is as shown in Figure No. 3.10.
Project site is located in the NW direction of Gujarat. It has an average elevation of 31 to 37
metres. The approximate centre of the project site is geographically positioned at 21°37'54.06"N
to 21°37'59.37"N Latitude and 73° 2'26.13"E to 73° 2'29.20"E Longitude. The topographic contour
map has been generated from SRTM data.
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Figure No. 3.10: Topography Map
3.6.7 DRAINAGE PATTERN
The site is falling within Ankleshwar in Gujarat. The study area is relatively flat with maximum
elevation of 110 m above mean sea level. Major areas within the 10 km from the site are relatively
flat having elevation less than 16-17 m. Hence, considering the lower extreme of elevation & flat
terrain, it has been decided to utilize SRTM data for generation of better drainage system of the
region.
The drainage pattern of 10 km study area has been captured up to fourth order from the satellite
images as well as SRTM sheet data and updated with the help of various secondary data sources
available.
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The drainage pattern was studied using 5 m depression fill for stream threshold cell count of 500
on SRTM data, considering the relatively flat terrain as well as elevation extremes of the region.
The SRTM with 30 arc second resolution has been obtained from NASA WMS server and used for
creation of drainage pattern of the area. The drainage pattern generated has been superimposed
on the administrative map and has been presented as stream & river in Figure No. 3.11.
Figure No. 3.11: Drainage Map
3.6.8 GEOLOGY & HYDROGEOLOGY
This brief note deals with the field observations carried out to ascertain geological study,
Hydro-geological inventory and nature and behavior of subsurface formation such as
thickness of topsoil, weathered formation/ persistence of any soft-hard rock below ground level
for EIA study .Geomorphological, geological and hydrogeological inventory of the area was carried
out and all possible technical details were collected from the plant area as well as surrounding
area. Geologically the Bharuch district is also occupied with Balstic rocks in its Eastern part and
by Alluvium in its Western and southern parts.
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Near surface Geological formation of the area belongs to Holocene age. According to study,
Geological formations of flood plain deposit have been found in and around studied area,
presence of black cotton soil in the south east of studied area, mainly contains brown clay in the
buffer area. No rock outcrop has been reported at shallow depth. Area belongs to fluvial
environment to coeval environment deposit. The formation exposed in and around the
investigated area as GSI 1988 the stratigraphic sequence of the area is given in Table No. 3.14.
Table 3.14: Stratigraphic sequence of the area
ERA PERIOD AGE LITHOLOGY
CEN
OZO
IC Quaternary Holocene Gujarat Alluvium, Sand, silt, clay with gravel bed
Pleistocene Coarse sand, clay, Kankar Tertiary Pliocene Clay stone, Sandstone, Conglomerate
Miocene Conglomerate, Fossil limestone, calcareous sandstone.
As per geomorphological study, low lying area is towards west and south west. It means ground
slope is towards west and southwest of the studied area. Regional water flow direction is towards
west and south west. Narmada River is the main perennial surface water source or surface water
body within the study area. All minor streams confluence into Narmada River and lastly merge in
Arabian Sea.
Figure No. 3.12: Geological Map
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Hydrogeology
Detailed hydrogeological study has been conducted in the buffer zone. The study reveals that
there are alternating beds of fine, medium and coarse grained sand and clay. Granular sediments
are more abundant in the northern part of Narmada River. In isolated patches granular aquifer has
been encountered with thickness above 60 m. The alluvium formations in the western most part of
the area do not constitute potential aquifers on account of inferior quality of water, as reported by
CGWB.
The entire area is covered with alluvial formation. Groundwater in the area occurs, mainly under
unconfined, semi confined and confined condition. The depth to ground water level ranges from
10 to 30 meters. The altitude of ground water table is between 5 to 20 meters. The flow of ground
water is west and southwest wards towards Gulf of Khambat.
HYDROGEOLOGICAL MAP OF BHARUCH DISTRICT SHOWING LOCATION OF BUFFER ZONE
Buffer area
Figure No. 3.13: Hydrogeological Map (source: CGWB)
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Figure No. 3.14: Hydrogeomorphology Map
3.6.9 BIOLOGICAL ENVIRONMENT
The following sections provide an overview of the existing biological environment of the study area
(up to 10 km radius from project site). The biological study of the area has been conducted in
order to understand the ecological status of the existing flora and fauna to generate baseline
information and evaluate the probable impacts on the biological environment, accordingly the
mitigation measures will be adopted to reduce the impact on biological environment.
Scope & Objective of the Study:
To conduct detail study for floral/faunal/avifaunal elements in the study area of project site.
To assess scheduled species in the site. (Rare, endangered, critically endangered, endemic and vulnerable)
To identify locations and features of ecological significance.
To collect Baseline data for the study area along with a description of the existing terrestrial, wetland and aquatic vegetation.
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Description of Study Area: The study area comprises of two zone core zone and buffer zone, project site is core zone and
surrounding 10.0 km radius considered as a buffer zone.
Status of ecological features:
There is no any forest, eco-sensitive zone, wildlife sanctuary, national park falls within buffer zone,
as project falls under GIDC Ankleshwar (Gujarat)
Field data collection: Terrestrial ecology:
Study of flora:
The present study on the floral assessment for the project activity for study area is based on
extensive field survey. The study has been conducted in summer season. The plant species were
identified with the help of taxonomists of related fields and nearby Institutions. Besides the
collection of plant species, information was also collected with vernacular names of plant species
made by local inhabitants. In this process the whole study area was divided into different sections
to get the maximum diversity of plant species.
Figure No. 3.15: Satellite Image of EB Sampling Location
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Table No. 3.15: Details of EB Sampling Location
Sr. No.
Name of the Village
Sampling Code Latitude Longitude
Distance from project site
(km)
Direction from Project
Site 1. Jitali EB1 21°37'10.78"N 73°4'1.87"E 2.85 ESE 2. Uchhali EB2 21°38'20.73"N 73°4'3.14"E 2.75 ENE 3. Kosamdi EB3 21°35'13.27"N 73° 1'54.29"E 5.11 S 4. Piraman EB4 21°37'2.09"N 72°59'52.04"E 4.83 WSW 5. Andada EB5 21°39'18.80"N 73°1'18.50"E 3.50 NNW
Core zone / project site:
Project site falls in the industrial area so only some weed plant and thorny scrub vegetation were
found there, like Parthenium hysterophurs, Commilinia benghalensis, Prosopis juliflora, Calotropis
procera, etc.
Buffer zone:
About 10.0 km radius from project site is considered as buffer zone. Five villages have been taken
for getting maximum diversity (Refer map for monitoring station of EB study). Study has been
done by quadrate method and extensive field survey. Major crops observed nearby villages are
wheat, cotton, Tuar etc. List of flora diversity observed in buffer zone are listed below.
Sr. No. Botanical Name Common Name Family/Sub Family TREES
1. Polyathia langifolia Ashok Apoctnaceae
2. Aegle marmelos Bel Rutaceae 3. Tamarindus indica Imli Leguminoceae
4. Michelia champa Champa Magnoliaceae 5. Azadirachta indica Neem Meliaceae 6. Acacia leucophloea Harmo baval Mimosaceae 7. Acacia nilotica Desi baval Mimosaceae 8. Albizia lebbeck siris Mimosaceae 9. Albizia procera Kala siris Mimosaceae 10. Ficus religiosa pipal Moraceae 11. Ficus benghalensis vad Moraceae 12. Pongamia pinnata Karanj Papilionaceae 13. Syzygium cumini Jambu Myrtaceae
14. Salvadora persica Pilu Salvadoraceae
15. Ailanthus excels Roxb. Aurdso Simaroubaceae
16. Zizyphus glabrata Bor Rhamnaceae
17. Mangifera indica Aam Anacardiaceae
18. Anano squamosa Sitafal Annonaceae
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Sr. No. Botanical Name Common Name Family/Sub Family SHRUBS
19. Thevetia peruviana Kaner Apocynaceae
20. Calotropis procera Akado Asclepiadaceae 21. Prosopis juliflora Gando baval Mimosaceae 22. Jatropha curcas Ratanjot Euphorbiaceae 23. Vitex negundo Nirgudi Verbaceae 24. Zizyphus nummularia Choti ber Rhamnaceae
HERBS, CLIMBERS & GRASSES
25. Sorgham halepense Baru Poaceae
26. Cassia tora Kuvandio Caesalpiniaceae
27. Argemone mexicana Pila dhatura Papaveraceae
28. Cynodon dactylon Dub grass Poaceae
29. Cuscuta reflexa Amarvel Cuscutaceae
Source:- survey & discussion with local people
Status of rare & endemic species:
No rare and endemic species has been observed during study.
Study of fauna:
The study of fauna takes substantial amount of time to understand the specific faunal
characteristics of the area. The assessment of fauna have been done on the bases of secondary
data collected from government offices like forest department, reference books, published article
etc.
The presence of wildlife was also confirmed from the local inhabitants depending on the animal
sightings and the frequency of their visits in the project area. In addition review of secondary data
was another source of information for studying the fauna of the area. In addition the following
sources were also used.
Sighting during ecological studies.
Animal call.
Foot mark and excreta.
Review of previous studies.
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Sr. No. Scientific Name Common Name Family Schedule as
per WPA 1972 Status as per
IUCN category 7. Passer domesticus House Sparrow Passeridae IV LC
8. Pycnonotus cafer Red-vented Bulbul Pycnonotidae IV LC
9. Acridotheres ginginianus Bank Myna Sturnidae IV LC
10. Turdoides caudatus Common Babbler Sylviidae IV LC
11. Psittacula krameri Rose-ringed Parakeet
Psittacidae IV LC
12. Lanius excubitor Grey Shrike Laniidae IV LC
13. Dicrurus macrocercus Black Drongo Corvidae IV LC
14. Nectarinia asiatica Purple Sunbird Nectariniidae IV LC
15. Tadorna ferruginea Brahminy duck Anatidae IV LC
16. Elanus caeruleus Black-winged Kite Accipitridae IV LC
Source: Survey team in consultation with concern state forest officials, secondary sources and consultation with local people
Status of Rare, threatened, endangered species No any Rare, Threatened, Endangered species has been observed and reported during survey.
3.6.10 SOCIO ECONOMIC ENVIRONMENT
The socio economic parameters viz. population growth, density, sex ratio, health, work force
participation, occupational structure, literacy rate, etc. play an important role determining the
impact of the proposed activity on the human population of the study area, directly or indirectly.
The Socio economic environment also includes description of demography, available basic
amenities like housing, health care services, transportation, communication, education and
cultural activities. There are 30 villages covered within 10 km study area. The following Table No. 3.16 shows the distance and direction of the villages from the project
site.
Table No. 3.16: Identified Villages in the Study Area
Sr. No. Village Name
From the project Site
Aerial Distance (km) Direction 1. Amboli 8.30 km WSW 2. Amrutpura 3.54 km NNE 3. Andada 3.16 km NNW 4. Avadar 6.09 km ESE
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Sr. No. Village Name
From the project Site
Aerial Distance (km) Direction 5. Bakrol 7.50 km SSW 6. Bhadi 9.03 km S 7. Borbhatha 8.27 km WNW 8. Borbhatha Bet 6.72 km NW 9. Dadhal 1.91 km E 10. Dadheda 9.30 km E 11. Divi 5.83 km WNW 12. Jitali 2.85 km ESE 13. Kansiya 4.08 km N 14. Kapodara 5.19 km SW 15. Kharchi 6.51 km NE 16. Kharod 9.62 km SSW 17. Kondh 7.04 km SSE 18. Kosamdi 5.11 km S 19. Mandvabuzarg 5.41 km NNE 20. Motali 1.74 km N 21. Mulad 6.99 km NNE 22. Pardi mokha 7.95 km ESE 23. Piprod 5.97 km ESE 24. Piraman 4.83 km WSW 25. Samor 5.32 km NNW 26. Sanjali 9.80 km SSW 27. Sardarpura 7.32 km ENE 28. Uchhali 2.75 km ENE 29. Umarwada 9.11 km SW 30. Untia 6.00 km ENE
Method of Data Preparation: The Census District Book, Map has been used to identify the settlements at various distances
from the project site and compile the demographic data as per the requirement of environmental
clearance questionnaire for different distance bands from the project site.
Demographic Structure: As per census 2011, the study area has total population of around 94603 people. The
demographic status of the study area is reported in following Table No. 3.17.
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Table No. 3.17: Population Details
Sr. No. Village Name
Total Population Total No. of Household Total Male Female
1. Amboli 1072 539 533 214 2. Amrutpura 943 502 441 182 3. Andada(CT) 16730 8913 7817 4076 4. Avadar 1333 707 626 291 5. Bakrol 1591 851 740 393 6. Bhadi 2831 1381 1450 529 7. Borbhatha 1176 596 580 252 8. Borbhatha Bet 4680 2411 2269 996 9. Dadhal 3695 1838 1857 758 10. Dadheda 1094 559 535 222 11. Divi 581 289 292 125 12. Jitali 4225 2160 2065 921 13. Kansiya 3686 1913 1773 755 14. Kapodra 4512 2411 2101 956 15. Kharchi 1068 575 493 238 16. Kharod 4658 2623 2035 802 17. Kondh 4562 2372 2190 942 18. Kosamdi 12287 6458 5829 122 19. Mandvabuzarg 5938 2995 2943 1242 20. Motali 895 459 436 180 21. Mulad 1043 529 514 211 22. Pardi mokha 586 292 294 118 23. Piprod 607 298 309 127 24. Piraman 2358 1181 1177 513 25. Samor 1294 670 624 292 26. Sanjali (CT) 5344 3734 1610 1560 27. Sardarpura 456 247 209 102 28. Uchhali 895 451 444 198 29. Umarwada 3711 1874 1837 761 30. Untia 752 378 374 174 Total 94603 50206 44397 18252
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Table No. 3.18: Scheduled Castes and Scheduled Tribes
Sr. No. Village Name
Scheduled Castes Scheduled Tribes Total Male Female Total Male Female
1. Amboli 121 54 67 746 377 369 2. Amrutpura 0 0 0 932 496 436 3. Andada(CT) 2229 1163 1066 2550 1284 1266 4. Avadar 0 0 0 872 458 414 5. Bakrol 83 41 42 889 448 441 6. Bhadi 13 8 5 1006 495 511 7. Borbhatha 0 0 0 862 444 418 8. Borbhatha Bet 33 16 17 1440 741 699 9. Dadhal 28 15 13 1325 657 668 10. Dadheda 13 7 6 737 375 362 11. Divi 11 5 6 461 228 233 12. Jitali 92 43 49 2106 1064 1042 13. Kansiya 11 8 3 1782 936 846 14. Kapodra 91 49 42 1532 790 742 15. Kharchi 23 13 10 408 225 183 16. Kharod 70 35 35 1173 607 566 17. Kondh 165 79 86 2285 1170 1115 18. Kosmadi 288 145 143 1962 1005 957 19. Mandvabuzarg 201 104 97 2473 1248 1225 20. Motali 5 3 2 734 375 359 21. Mulad 58 33 25 611 299 312 22. Pardi mokha 0 0 0 217 100 117 23. Piprod 0 0 0 412 200 212 24. Piraman 112 51 61 1019 509 510 25. Samor 44 22 22 858 446 412 26. Sanjali (CT) 106 52 54 1085 580 505 27. Sardarpura 0 0 0 204 105 99 28. Uchhali 30 16 14 504 257 247 29. Umarwada 186 95 91 1930 1001 929 30. Untia 0 0 0 427 219 208 Total 4013 2057 1956 33542 17139 16403
Literacy:
An understanding of education and literacy profile in the region is relevant in order to understand
better jobs due to the proposed project could utilize the existing human resource in the area.
Overall literacy rate for the 30 villages as per the census 2011 is 72.7%.
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Table No. 3.19: Literacy Details
Sr. No. Village Name
Literate Illiterate Total Male Female Total Male Female
1. Amboli 782 414 368 290 125 165 2. Amrutpura 619 354 265 324 148 176 3. Andada (CT) 13253 7355 5898 3477 1558 1919 4. Avadar 963 537 426 370 170 200 5. Bakrol 1183 699 484 408 152 256 6. Bhadi 1805 934 871 1026 447 579 7. Borbhatha 787 451 336 389 145 244 8. Borbhatha Bet 3204 1878 1326 1476 533 943 9. Dadhal 2708 1436 1272 987 402 585 10. Dadheda 642 355 287 452 204 248 11. Divi 458 246 212 123 43 80 12. Jitali 2897 1593 1304 1328 567 761 13. Kansiya 2627 1517 1110 1059 396 663 14. Kapodra 3203 1804 1399 1309 607 702 15. Kharchi 859 494 365 209 81 128 16. Kharod 3749 2178 1571 909 445 464 17. Kondh 3208 1813 1395 1354 559 795 18. Kosmadi 8880 4925 3955 3407 1533 1874 19. Mandvabuzarg 4089 2277 1812 1849 718 1131 20. Motali 545 313 232 350 146 204 21. Mulad 758 422 336 285 107 178 22. Pardi mokha 467 249 218 119 43 76 23. Piprod 360 192 168 247 106 141 24. Piraman 1696 924 772 662 257 405 25. Samor 699 392 307 595 278 317 26. Sanjali (CT) 4321 3216 1105 1023 518 505 27. Sardarpura 384 208 176 72 39 33 28. Uchhali 597 320 277 298 131 167 29. Umarwada 2516 1363 1153 1195 511 684 30. Untia 512 278 234 240 100 140 Total 68771 39137 29634 25832 11069 14763
Occupational Structure:
The occupational structure of the area shows among the total population of 94603, main workers
are 33687 (35.6%), marginal workers are 3762 (4.0%) and non workers are 57154 (60.4%).
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Table No. 3.20: Occupational Layouts
Sr. No. Village Name
Main Workers Marginal Workers Non Workers
Total Male Female Total Male Female Total Male Female 1. Amboli 275 209 66 322 136 186 475 194 281 2. Amrutpura 252 192 60 136 90 46 555 220 335 3. Andada(CT) 5486 4946 540 264 170 94 10980 3797 7183 4. Avadar 361 331 30 246 128 118 726 248 478 5. Bakrol 554 477 77 228 81 147 809 293 516 6. Bhadi 868 739 129 30 26 4 1933 616 1317 7. Borbhatha 506 344 162 42 8 34 628 244 384 8. Borbhatha Bet 2110 1431 679 204 78 126 2366 902 1464 9. Dadhal 1152 949 203 149 112 37 2394 777 1617 10. Dadheda 282 255 27 49 43 6 763 261 502 11. Divi 210 167 43 2 1 1 369 121 248 12. Jitali 1384 1078 306 226 159 67 2615 923 1692 13. Kansiya 1592 1178 414 221 63 158 1873 672 1201 14. Kapodra 1535 1267 268 47 25 22 2930 1119 1811 15. Kharchi 397 267 130 141 79 62 530 229 301 16. Kharod 1236 1021 215 54 33 21 3368 1569 1799 17. Kondh 1563 1213 350 220 112 108 2779 1047 1732 18. Kosmadi 4164 3540 624 277 156 121 7846 2762 5084 19. Mandvabuzarg 2086 1877 209 172 55 117 3680 1063 2617 20. Motali 347 269 78 38 5 33 510 185 325 21. Mulad 393 282 111 44 20 24 606 227 379 22. Pardi mokha 191 162 29 8 6 2 387 124 263 23. Piprod 251 182 69 13 8 5 343 108 235 24. Piraman 836 640 196 31 18 13 1491 523 968 25. Samor 587 430 157 30 15 15 677 225 452 26. Sanjali (CT) 2875 2695 180 301 253 48 2168 786 1382 27. Sardarpura 106 97 9 96 63 33 254 87 167 28. Uchhali 297 250 47 27 10 17 571 191 380 29. Umarwada 1389 1068 321 40 17 23 2282 789 1493 30. Untia 402 248 154 104 6 98 246 124 122 Total 33687 27804 5883 3762 1976 1786 57154 20426 36728
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INFRASTRUCTURE AVAILABLE:
Ankleshwar is a city and a municipality in the Bharuch district of the state of Gujarat.
Infrastructures facilities like transportation, power supply, water supply, higher educational system
and good health services, better communication network are available in all villages covered under
study area.
Transportation Facilities Transportation facilities are available in various routes in Ankleshwar. Also pucca road available in
study area. Private Bus service and government Bus service available in study area. The nearest
railway station is Ankleshwar railway station. The nearest airport is Surat Airport.
Power & Water Supply Power supply and Water supply is available in all villages covered under 5 km study area. In most
of the villages covered under study area, source of water supply is from the municipal connection.
In some villages source of water supply is from bore well.
Medical Facilities
Medical facilities are available in all villages of study area.
Educational Facilities
Education facilities are available within study area.
Communication Facilities Post office facility, telephone communication, telegraphs office available in study area. Also
mobile network is available in study area.
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CHAPTER – 4 ANTICIPATED ENVIRONMENTAL IMPACT & MITIGATION MEASURES
4.1 INTRODUCTION
Impact assessment describes identification and appraisal of various impacts due to the
expansion of the project.
"Environmental Impact" can be defined as any alteration of environmental conditions or
creation of a new set of environmental conditions, adverse or beneficial, caused or induced
by the action or set of actions under consideration.
Generally, the environmental impacts can be categorized as either primary or secondary.
Primary impacts are those, which are attributed directly by the project, secondary impacts are
those, which are indirectly induced and typically include the associated investment and
changed patterns of social and economic activities by the proposed action.
4.2 IMPACT ASSESSMENT MATRIX
From the Table No. 4.1 significant impacts are identified. They are further elaborated with
characterization and assessment in Table No. 4.2.
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4.3 OVERALL IMPACTS ON ENVIRONMENT
The project islocated within GIDC area. Unit is going for expansion ofproject within existing
premises. For expansion of project, construction activity will be carried out.
The environment impact due to expansion of project will be evaluated considering the
following parameters;
Air Environment
Water Environment
Noise Environment
Land Environment
Biological Environment
Socio-Economic Environment
4.3.1 Impact on Air Environment
The impact on the air environment due to expansion of project during the construction and
operation phase is as mentioned below.
CONSTRUCTION PHASE:
For expansion of project, construction activity will be carried out. During the construction phase,
there will be an increase in PM level along with NOX (from vehicle exhausts) due to
transportation of construction material at site. PM shall be raised due to civil construction,
handling of construction materials and increase in vehicular traffic. During the construction
activity the major impact on the air environment will be due to increase in the fugitive
emissions.
The adverse impact is expected to be negligible and temporary. To control the dust emission,
covered sheet (barricading) at periphery of boundary will be provided, regular water
sprinkling shall be done on road, and other unpaved areas. Covered shed will be provided for
cement unloading activity. Tarpaulin cover will be provided on excavated earth. Green-belt
development shall however have a significant positive impact.
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OPERATION PHASE:
Discharge of air pollutants into ambient air can cause impact on surrounding area of air and
ecology. Due to proposed expansion project activities, it is expected to have short-term
impact on the air quality. At present, unit has installed one Thermopack in which Agro
Waste/Briquetteis used as fuel and multi cyclone separator & dust collector are installed as
APCM. Also installed one stand by D. G Set of capacity 50 KVA. There is no process gas
emission from existing process.
For expansion of project, unit will install one additional steam Boiler of capacity 1.0 TPH in
which Natural Gas will be used as fuel. Adequate stack height will be provided to disperse air
pollutants into ambient air effectively. Also unit has proposed one additional stand by D. G
Set of capacity 200 KVA which will be used in case of power failure or emergency only. HSD
will be used as fuel in D. G Set.
Due to proposed production activity, there shall be process gas emission. To control HCl,
SO2, Cl2 gas emission, two stage Water scrubber followed by alkali scrubber will be installed
as air pollution control system.
The adequate stack height will disperse the pollutants, though in small quantity, effectively
and ensures that the ground level concentrations of pollutants in the surrounding environment
remain well within the permissible limits. Unit shall install CEMS which will be connected with
GPCB server.
Vehicular traffic associated with the operation phase of the project for transportation of raw
materials and finished products lead to increase in concentration of PM, NOx etc., through
exhaust gases from their original concentration in the surrounding environment, affecting the
ambient air quality of surrounding areas. However, this effect remains localized near to the
plant site during the time of vehicular movement only. Increased level of concentration
associated with exhaust gases will return to its original state with the passage of time. Hence,
this impact is envisaged as short term negative and reversible in nature.
Air quality deteriorates for small period of time, during transportation, loading & unloading of
various materials etc. This impact will be negative in nature for prevailing ambient air quality
but it will last for short period of time and will remain confined within the plant premises.
Hence, no major adverse impact is predicted.
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4.3.1.1 Assessment of Impacts on Air Quality Using Dispersion Model
Assessment of impacts on air quality is done by using Gaussian Dispersion Formula by
computer based dispersion models. In the present study, Lakes Environmental Software
“AERMOD View 8.2.0” has been used to find out the maximum ground level concentration of
pollutant.
The input values for model are shown below:
Stack Attached To Height from
GL (m)
Internal Diameter
(m)
Type of Pollutant
Pollutant Emission
Rate (g/sec)
Exit Gas Velocity (m/sec)
Exit Gas Temp (oC)
Steam Boiler (Capacity: 1.0 TPH) 12.0 m 0.90 m
PM SO2 NOx
0.0667 0.1161 0.0416
10.0 115
D. G Set (Stand By) (Capacity: 200 KVA) 6.0 m 0.15 m
PM SO2 NOx CO
0.085 0.074 0.586 0.096
8.0 106
Process Vent – 1 12.0 m 0.20 m SO2 0.0062 5.0 40
Process Vent – 2 12.0 m 0.20 m HCl Cl2
0.0031 0.0014 5.0 40
From the output of the “AERMOD View 8.2.0” dispersion model, the highest / maximum
ground level concentration can be worked out, which will indicate the incremental value in
that pollutant.
The Isopleths have been prepared using Lakes Environmental Software “AERMOD View
8.2.0”. The Isopleths of each of the pollutant is given below:
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ISOPLETHS OF PM
ISOPLETHS OF SO2
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Ground Level Concentration of Pollutants at Various Locations
Monitoring Station
Distance & Direction
from project site
Baseline Concentration (μg/m3)
Incremental GLC (μg/m3)
Cumulative Concentration (μg/m3)
PM10 PM2.5 SO2 NOx PM10 PM2.5 SO2 NOx PM10 PM2.5 SO2 NOx
Near Project Site (A1)
0.27 km & W
87.6 44.6 18.2 24.8 0.0000 0.0000 0.0000 0.0000 87.60 44.60 18.20 24.80
Jitali (A2) 2.85 km & ESE
72.5 28.4 16.5 20.8 0.0120 0.0080 0.0277 0.0714 72.5120 28.4080 16.5277 20.8714
Gujarat Housing Board (A3)
5.00 km & W
80.6 30.8 20.3 26.7 0.0032 0.0022 0.0071 0.0218 80.6032 30.8022 20.3071 26.7218
Kosamdi (A4) 5.11 km & S 80.3 40.3 17.6 27.8 0.0052 0.0035 0.0117 0.0324 80.3052 40.3035 17.6117 27.8324
Umarwada (A5) 9.11 km & SW
78.5 32.6 17.6 22.8 0.0037 0.0025 0.0085 0.0219 78.5037 32.6025 17.6085 22.8219
Andada (A6) 3.16 km & NNW
84.5 38.4 15.3 23.8 0.0111 0.0074 0.0254 0.0667 84.5111 38.4074 15.3254 23.8667
Uchhali (A7) 2.75 km & ENE
75.2 25.2 19.3 21.2 0.0149 0.0099 0.0338 0.0942 75.2149 25.2099 19.3338 21.2942
Sardarpura (A8)
7.32 km & ENE
90.0 39.5 23.5 21.5 0.0036 0.0024 0.0082 0.0239 90.0036 39.5024 23.5082 21.5239
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Base line study indicates that the ambient level of various pollutants like PM2.5, PM10, SO2, NOx, CO, HCl, Cl2 is within the limits stipulated by National Ambient Air Quality (NAAQ)
Standards, 2009 for notified Industrial, Residential, Rural and Other Areas. The adequate
height of the stack so provided will help in dispersing the pollutants emitted from the stacks
effectively into the atmosphere. As mentioned earlier, the company shall regularly monitor
the ambient air quality within and outside the factory, so as to assess the status of the air
environment.
Sources of fugitive emissions from the project activity are enumerated below:
Storage area of raw materials
Manufacturing process (Valves, Joints, Vents, Seals, etc.)
Vehicle movement on internal roads
To minimize fugitive emission, powder material will be allowed in a vessel through closed
loop while liquid material will be charged through pipeline.
Transportation of raw materials & products will be carried out by trolley within premises and
minimum manual material handling will be carried, so the fugitive emission due to process
activity and material handling will be minimized. Unit will provide suction type conical hopper /
hood at different process activity area / raw material storage area and it will be connected
with two stage scrubber.
To minimize fugitive emission due to vehicle movement, regular water sprinkling will be
carried out on road and paved road will be maintained.
From the above, it can be concluded that after the expansion of project and implementation
of Environmental Management Planning in a proper manner, the Ambient Air Quality will not
exceed NAAQ Standards.
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4.3.2 Impact on Water Environment
CONSTRUCTION PHASE:
During the construction phase, water will be utilized for civil work and drinking water for
labours. The water will be procured from GIDC line. No ground water will be usedfor the
project.
Domestic wastewater generated during the construction phase will be disposed off through
soak pit / septic tank.
OPERATION PHASE:
At present, water required for domestic and industrial purpose is procured from GIDC water
supply line.After expansion, additionalwater required will be procured from GIDC water
supply line.No ground water will be used for the proposed project activity.
Additional domestic effluent will be disposed in to Septic tank / Soak pit system.
At present, there is no generation and discharge of industrial effluent. Hence unit is ZLD.
After expansion, Industrial effluent generated from manufacturing process and other ancillary
operation shall be allowed into in-house ETP for primary treatment. Primary treated water will
be disposed to common MEE facility.
There shall be no direct discharge of industrial effluent into ground or surface water or on
land. Hence, no impact on ground or surface water quality is envisaged due to expansion of
project. Based on above discussion, it can be concluded that there shall be no impact on
ground or surface water due to expansion of project.
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4.3.3 Impact on Noise Environment
CONSTRUCTION PHASE:
For expansion of project, construction activity will be carried out. Noise will be generated during
construction work, due to movement of vehicles, heavy equipment machinery.
As the construction phase will over, the noise level will come to its background concentration
without affecting much to the nearby human habitats. Thus, the impact on the noise
environment during the construction phase will be short term and temporary.
These impacts on noise environment cannot be eliminated but would be reduced. Plan to
curb noise likely to be generated from the use of construction equipments are as follows;
Machinery which creates highly noise will be avoided to use.Use of old age machineries
should be avoided.
The machinery used for construction will be of high standard of reputed make and will
adhere to International standards.
Lubrication will be carried-out periodically for rotational machinery.
Apart from this, the construction activities will be restricted to daytime only.
Ear Plug will be provided to those working near high noisy machinery mixer / vibrator
machine.
Most of the noise generated in this phase would be spread throughout the site depending
upon equipment operation at a location. Impact on onsite workers are expected to be
highest but can be reduced substantially with use of PPE like earplugs and earmuffs.
Acoustic enclosure will be provided to the machinery generating high noise.
It can be concluded that due to various construction activities, there will be short term noise
impacts in the immediate vicinity of the project site.
OPERATION PHASE:
The impact on noise environmentdue to project activity will be from manufacturing area, utility
operation and transportation. During installation of new machineries& equipment, noise will
generate which will be short term impact. Noise will generate during manufacturing activity
which will be long term impact.
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Noise generation associated with vehicular movement within the plant premises will increase
ambient noise level for shorter period of time and the negative impact generated due to this
will get reversed with the passage of time.
To prevent noise pollution, ear-protecting devices will be provided to personnel working in
high noise generating zones. Anti-vibrating pads and acoustic enclosure shall be provided to
the D.G set.
Additional tree plantation will be carried out at the periphery of project boundary to prevent
noise pollution in surrounding area.
The noise anticipated from the proposed expansion shall be confinedwithin the plant
boundary. By adopting preventive measures like proper design & regular maintenance of
machineries/equipments, greenbelt development, the impact on noise levels will be minimal.
4.3.4 Impact on Land/Soil Environment
CONSTRUCTION PHASE:
The unit is located in GIDC area. For expansion of project, construction activity will be carried
out. Also there will be installation of new machineries & equipments.GIDC has already
developed road, storm drain in this area. No alternate route/drain required for this project.
Due to availability of all other physical infrastructures, the topography of land and land use
pattern of surrounding area will not change.
OPERATION PHASE:
Improper storage and handling of raw materials, hazardous waste can cause soil
contamination.
Unit will provide scientifically designed hazardous waste storage area having impervious
floor, leachate collection system and roof coverto avoid soil contamination. Hazardous waste
generated from unit will be sent to TSDF site through authorized vehicle of TSDF site having
GPS.
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There shall be no direct discharge of industrial effluent into ground or surface water or on
land. Wastewater drainage line leading to ETP area will be completely closed. Regular
checking of leakage shall be carried out to avoid any penetration into soil.
Therefore, it can be concluded that there shall be negligible impact on land environment.
4.3.5 Impact on Biological Environment
Project site is located within GIDC area. No loss of flora & fauna is envisaged during any
phase. There will be development of additional green belt area within & at the periphery of
the plot area. There is no any Reserved Forest, National Park and Protected Sanctuaries
within the study area. No endangered species of flora & fauna are observed or recorded in
the study area.
There will not be any direct discharge of effluent into any water body. Hence, there will not be
any impact on aquatic ecology of the surrounding study area.
Air emissions generated, due to proposed project activity will be always kept within the
prescribed standards and therefore no significant impact on terrestrial ecology is envisaged.
Green belt development within the project premises will lead to reversing the various
negative impacts associated with plant operation as well as it can also help to develop
terrestrial and avian ecology with positive effect in the long term.
4.3.6 Socio Economic Impact
CONSTRUCTION PHASE:
For expansion of project, construction activity will be carried out. Local workers will be
employed for construction work. Construction material required will be purchased from local
vendors.
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Thus, during construction phase there shall be short-term positive impact on the socio-
economic environment on surrounding area as it provides benefits in terms of economics to
the people employed with it.
OPERATION PHASE:
Due to expansion of project, employment generation willincrease for skilled, semi skilled and
unskilled workers. Due to expansion of project, there shall be requirement of approx. 45 new employees (40 Male + 05 Female).
Priority will be given to local people for employment. The local surrounding people will get
maximum benefit of this project due to their reduction of travelling cost & time. Moreover, it
will result into the improvement in the economy of the local vendors.
No loss or disturbance of any historic and cultural heritage is associated with the proposed
project. Due to development of greenbelt area, it will increase the aesthetic value of the
surrounding area.
Due to project, it will be also beneficial to its downstream supplier industries to boost their
activity as well as beneficial to surrounding service provider units.
Thus, overall impact due to this industrial development along with employment potential
poses long-term positive impact on the socio-economic environment on surrounding area as
it provides benefits in terms of economics to the people employed with it.
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4.4 ENVIRONMENTAL IMPACT &its MITIGATION MEASURES
Impact shall be predicted on various environmental components due to various proposed project activities and it’s mitigation
measures are given in below Table No. 4.2;
Table No. 4.2: Environmental Impact & It’s Mitigation Measures
Activity Environmental Attribute Cause
Impact Characteristic
Nature Duration Reversibility Mitigation Measures Construction Activity
Air, Noise
Air pollution due to construction
activity, transportation of
material
Direct Negative
Short Term
Reversible To control the dust emission, regular water sprinkling shall be done on road, and other unpaved areas Machinery which creates highly noise will be avoided to use. Lubrication will be carried-out periodically for rotational machinery. Noise generation
due to construction work, movement of
vehicles, heavy equipment
machineries
Construction activities will be restricted to daytime only. Use of old age machineries will be avoided. Ear Plug will be provided to those working near high noisy machinery mixer / vibrator machine.
MANUFACTURING OF PRODUCT Handling & Charging of Raw Material / Product
Air, Land/Soil Air pollution due to fugitive emission
Direct Negative
Long Term
Reversible Powder material will be allowed in a vessel through closed loop while liquid material will be charged through pipeline. Regular checking of barrel pump and pipeline will be done. Land/soil
pollution due to spillages of
material during loading & unloading
Spillages material will be collected with contaminated soil and stored into HWSA. Proper care shall be taken by employees to control spillage and wastage of materials.
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Activity Environmental Attribute Cause
Impact Characteristic Nature Duration Reversibility Mitigation Measures
OPERATION OF UTILITIES Operation of Boiler
Air, Noise, Water
Air pollution due to flue gas emission
Direct Negative
Long Term
Reversible There shall be provision of adequate stack height for dispersion of pollutant gases effectively.
Noise generation due to Boiler
operation
Regular maintenance and inspection shall be carried out. Proper collection & drain system shall be provided for blow down water.
Wastewater generation due to boiler blow down
Operation of D. G Set
Air, Noise, Land/Soil
Air pollution due to HSD
combustion
Direct Negative
Long Term
Reversible There shall be provision of adequate stack height To prevent noise pollution acoustic enclosure and anti-vibrating pads shall be provided.
Noise generation due to D. G set
operation Used oil generated from generator shall be collected and stored in a separate storage area and disposal shall be done appropriately. Land/soil
contamination due to used oil
generation Operation of ETP
Water, Land/Soil
Water/land/soil pollution due to
leakages of pipeline
Direct Negative
Long Term
Reversible Regular checking of pipeline leakage shall be carried out.
Noise Noise generation due to pump
Direct Negative
Short Term
Reversible Regular lubrication shall be carried out.
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Activity Environmental Attribute Cause
Impact Characteristic Nature Duration Reversibility Mitigation Measures
STORAGE FACILITIES FOR THE SOLID/LIQUID MATERIALS Storage facilities for Raw Material /Product/Hazardous Waste
Air, Land/Soil
Air pollution due to fugitive emission
Direct Negative
Long Term
Reversible Proper care shall be taken by employees to control spillage and wastage of materials. Proper ventilation system will be provided in storage area.
Land/soil pollution due to
spillages of material during
loading & unloading
There shall be provision of pucca RCC flooring at production, raw material & finished product storage area to avoid any contamination with soil during handling & spillages. There shall be provision of scientifically designed hazardous waste storage area having impervious floor, leachate collection system and roof coverto avoid soil contamination. The management shall improve the storage conditions, by taking necessary measures to reduce contamination of rain water during rainy season and ensure safe disposal/reuse of the empty bags (to end-users only).
TRANSPORTATION OF ALL THE RAW MATERIALS, FINISHED PRODUCTS AND HAZARDOUS WASTE Transportation of raw materials, finished products, and hazardous waste
Air, Noise & Land
Air pollution due to vehicular emission
Direct Negative
Short Term
Reversible Paved roads will be maintained. Necessary repairs will be done immediately if the road is damaged. The speed of vehicles will be limited to less than 10 km/hr for heavy vehicles to prevent dust generation.
Noise pollution due to vehicular
movement
Before loaded vehicles allowed to go outside the premises, they will be covered with tarpaulin to prevent spillage.
Land/Soil contamination due
to spillage of material during transportation
Only P.U.C. certified vehicle will be used. Trucks will not be over loaded. Plantation shall be carried out along the roads, periphery of the project area to prevent the spread of dust.
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Fuel Requirement & Its Alternative:
At present, Agro Waste / Briquettes is used as fuel in Thermopack. After expansion,
Natural Gas will be used as fuel in proposed Boiler.
Natural gas is clean fuel and generating less pollution. Also there is easy availability of
natural gas in project area. Therefore, No alternative will be required.
5.2 SELECTION OF ALTERNATIVE 5.2.1 Site Selection: Project is located within GIDC Industrial Estate and all basic facilities are available within
GIDC area. Thus, it will become easier and economic for the management for
development of the proposed project activity. Therefore, there shall be no requirement of
any other site for expansion of project.
5.2.2 Technology Selection:
Table No. 5.1 given below summarizes the selected technology.
Table No. 5.1: Technology Selected
Proposed Technology Alternatives
Water Fresh Water Source: GIDC No alternative required.
Wastewater Treatment & Disposal: After expansion, Industrial effluent generated
from manufacturing process and other ancillary
operation shall be allowed into in-house ETP for
primary treatment. Primary treated water will be
disposed to common MEE facility.
After expansion, treated
effluent after achieving inlet
norms of CETP can be
discharged to CETP
available in this area.
Fuel Natural Gas will be used as fuel in proposed
boiler. No alternative required.
Hazardous / Solid Waste
Hazardous/Solid waste generated from the unit
will be stored in separate storage area and
disposed to TSDF site for secured land filling /
incineration / co-processing / disposed by selling
to registered recycler / reuse in Process.
Explore the possibility for
maximum reuse of waste.
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CHAPTER – 6 ENVIRONMENTAL MONITORING PROGRAMMES
6.1 NEED OF ENVIRONMENTAL MONITORING PROGRAMME
Environmental monitoring is an important aspect of the Environmental Management Plan (EMP).
Supervision of proper execution and implementation of designed aspects and safety of workers
with regular monitoring programme of the environmental parameters is essential to take into
account the changes occurred in the environment due to operative phase of any developmental
project. The objectives of the environmental monitoring programme are:
To verify the results of impact assessment study with regards to new development
To follow the evolution of parameters, identified / assessed as critical
To check the effectiveness of mitigation measures suggested for adverse impacts
To check the effectiveness of environmental management system put in operation
Early detection of undesirable effects
To confirm statutory compliance
To establish a database for future studies
6.2 ENVIRONMENTAL MONITORING PROGRAMME & CONTROL
To implement midterm corrective measures as well as to achieve effective implementation of the
same, environment monitoring and control program is essential. Regular monitoring of
environmental parameters is of immense importance to assess the status of environment during
project operation. With the knowledge of baseline environmental status, monitoring program will
serve as a tool to assess any deterioration in environmental conditions due to operation of the
project.
Scope of the monitoring program generally focuses on various environmental parameters viz.,
Air quality, Water quality, Noise, Soil characteristics, Ecology, Land use pattern and socio-
economic environment. Due to expansion of project, monitoring of various environmental
parameters will be required to assess proper functioning and efficiency of all the proposed
pollution control systems.
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The proponent will have supervisory team to ensure that the work will be carried out in
environmentally sound manner and implementation of various conditions will be done in required
manner for effective compliance. The team will have qualified personnel and will develop report /
review system with the designated officer from the project proponent.
6.3 SUMMARY OF THE ENVIRONMENTAL MONITORING PROGRAM
Environmental Monitoring program shall be as mentioned in Table No. 6.1;
Table No. 6.1: Environment Monitoring Plan
Sr. No. Activity Frequency of
Monitoring Parameters
Ambient Air Pollution Monitoring 1. Ambient Air Quality Monitoring within Plant
premises. Monthly PM10, PM2.5, SO2, NOx,
HCl, Cl2, CO, VOC Flue & Process Gas Emission Monitoring
2. Flue gas stack and process vent monitoring within plant premises.
Monthly PM, SO2, NOx, HCl, Cl2
Ambient Noise Monitoring 3. Noise monitoring within plant premises at
identified locations. Monthly Day & Night
in Leq Water & Wastewater Quality
4. Ground Water and Surface water quality.
Once in a six month
As per GPCB/MoEFCC specifications
5. Wastewater Quality (Raw & Treated Effluent)
Daily Basic parameters such as pH, TDS, COD,
BOD Monthly All parameters as per
CC&A condition Work Place Environmental Monitoring
6. Illumination, Noise, Dusting Once in a six month
As per Factory Act
7. Eye, Lungs, Liver, Blood & Urine test Every year --
Hazardous Waste Generation Monitoring / Record Keeping 8. Records of generation, handling, storage,
transportation and disposal of other hazardous/solid.
To be updated daily
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CHAPTER – 8 PROJECT BENEFITS
M/s. Jay Agro Industries is existing unit and involved in manufacturing of inorganic product.
Unit has planned for expansion of project by addition of new products within existing
premises. Due to expansion of project, followings are the benefits that surrounding area will
get.
8.1 IMPROVEMENT IN PHYSICAL INFRASTRUCTURE
As the unit is located within GIDC, all basic facilities like surface water, electric power, green
fuel, raw materials, CETP and transportation facility are easily available. The project site is
well connected with all infrastructures like National Highway, Railway, Airport, Telephone,
Internet, Fax, Post, etc.
8.2 IMPROVEMENT IN SOCIAL INFRASTRUCTURE
Due to expansion of project, there shall be positive impact in socio-economic area due to
increased economic activities, creation of new employment opportunities, infrastructural
development. Social infrastructure will be improved by means of civilization and basic
amenities. For expansion of project, no R & R plan required.
CER Activity: As a part of Corporate Environment Responsibility (CER), following activities will be carried
out by unit in nearby villages;
Proposed project cost – Rs. 5.028 Crores (including EMP cost)
As per MoEFCC guideline, fund allotted for CER activity will be 1% of additional capital investment (Brownfield Field project).
As project falls under CEPI area, unit will allot additional 1% fund towards CER activity. Therefore total fund allotted will be 2% of investment, which will be Rs. 10.0 Lacs.
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Detailed year wise CER activities will be as under….
Sr. No. Activities Implementation
year
Budget (Rs. In Lacs)
Location
1.
Distribution of computer, printer in school and books to students
2022 2.00
Sarangpur village
2.
Development of play ground, installation of sports items in school and tree plantation activity
2023 3.00
3. Provision of drinking water facility in school 2024 3.00 Surrounding
village
4. Provision of rain water harvesting system 2025 2.00 Surrounding
village
8.3 EMPLOYMENT POTENTIAL
Due to expansion of project, employment generation will increase for skilled, semi skilled and
unskilled workers. It is expected that direct and indirect employment will increase for people
who reside nearby project area.
At present, 22 employees (20 Male + 02 Female) working at the plant. Due to expansion of
project, there shall be requirement of approx. 45 new employees (40 Male + 05 Female).
Status No. of Workers
Male Female Total Existing 20 02 22 Additional 40 05 45
Total 60 07 67
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CHAPTER – 9 ENVIRONMENTAL COST BENEFIT ANALYSIS
At scoping stage Environmental Cost Benefit analysis not recommended. Hence
Environmental Cost Benefit analysis has not been carried out. All required Emission control
systems, wastewater treatment facilities will be installed and operated efficiently to comply
with the Norms.
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CHAPTER – 10 ENVIRONMENTAL MANAGEMENT PLAN
10.1 INTRODUCTION
An Environmental Management Plan shall be formulated for mitigation of the adverse
impacts and is based on the present environmental conditions and the environmental
impact appraisal. This plan helps in formulation, implementation and monitoring the
environmental parameters during and after commissioning of the project.
The Environmental Management Plan describes in brief, the management's plan for
proper and adequate implementation of treatment and control system for liquid and air
pollutants and for maintaining the environment. It also includes the development of green
belts around the plant, proper safety of the workers, noise control, fire protection systems
and measures.
10.2 ENVIRONMENTAL MANAGEMENT PRACTICES
The environmental management practices for mitigation of various impacts associated
with the project activity on different environmental components are as described below: 10.2.1 Air Environment
For expansion of project, construction activity will be carried out. During the construction
phase, the impact on ambient air would mainly be due to dust emissions and movement of
vehicles. However, these impacts would be short term in nature and limited to the
construction period only.
During operation phase, the main point source in the unit will be flue gas emission from
the stack attached to Boiler & Thermopack. At present, Agro Waste / Briquettes is used as
fuel in existing Thermopack. After expansion, Natural gas will be used as fuel in proposed
boiler. Adequate stack height will be provided to disperse air pollutants into ambient air
effectively.
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At present, unit has installed one stand by D. G set of capacity 50 KVA and also proposed
one additional stand by D. G Set of capacity 200 KVA which will be used in case of power
failure or emergency only.
There is no process gas emission from existing process. Due to proposed production
activity, there shall be process gas emission.
Also there shall be fugitive emission from raw material storage area, process area and
vehicular emission due to transportation of material.
To minimize and control the air emissions during construction & operation phase, the
following measures have been proposed by industry;
During the construction phase, there will be generation of dust, which will be controlled
by sprinkling of water. Excavated earth will be stored at identified place and sprinkling
of water should be done regularly.
To minimize vehicular emission due to transportation of materials, regular water
sprinkling will be carried out on road and paved road will be maintained. As Agro Waste / Briquettes is used as fuel in existing Thermopack, unit has installed
Multi cyclone separator & Dust collector as APCM.
As Natural gas will be used as fuel in proposed boiler, APCM not required. Adequate
stack height will be provided for proper dispersion of pollutant gases.
To control HCl, SO2, Cl2 gas emission, two stage Water scrubber followed by alkali
scrubber will be installed as air pollution control system.
Unit will provide adequate stack monitoring facilities for the periodic monitoring of the
stack to verify the compliance of the stipulated norms.
Environmental monitoring plan shall be developed for regular monitoring of flue gas &
process gas emission, work place environment and ambient air quality.
Unit will install and commission Continuous Emission Monitoring System (CEMS)
which shall be connected with GPCB server.
In order to minimize the air pollution, the unit will develop green belt area at periphery
of boundary wall & within the premises.
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10.2.1.1 FUGITIVE EMISSION
Fugitive emissions in the form of material dust are expected during different operations like
loading, unloading, handling of chemicals.
Volatile chemicals will be stored at the site. Fugitive emissions may originate from these, if
not capped properly or not handled with due care. However, such emissions will not
disperse widely and can only affect workers health at site.
Fugitive emissions are unintentional release of process fluid from equipment. Any
equipment that allows contact between process fluid and air (e.g. Pumps, valves, and
flanges) is a source of fugitive emissions. The predicted source of fugitive emission will be
from storage tanks and unloading lines.
→ Regular maintenance of valves, pumps, flanges, joints and other equipment will be
done to prevent leakages and thus minimizing the fugitive emissions of VOCs.
Ensure minimum number of flanges, joints and valves in pipelines.
→ Entire process will be carried out in the closed reactors with proper maintenance of
pressure and temperature.
→ Selection / use of state-of-the art leak proof valves, pump seals and flange gaskets
will be made to eliminate or minimize fugitive emissions.
→ Provision of double mechanical seals in pumps.
→ Proper preventive maintenance of roofs and seals for tank.
→ Monitoring and preventive maintenance of valves, flanges, joints, etc.
→ Drums will be capped properly.
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10.2.2 Water Environment
During construction phase, water required for civil work and drinking water for labours will
be procured from GIDC line. Domestic wastewater generated during the construction
phase will be disposed off through soak pit / septic tank.
At present, water required for domestic and industrial purpose is procured from GIDC
water supply line. Additional water required for expansion of project will be also procured
from GIDC. No ground water will be used for the proposed project activity.
At present, there is no generation and discharge of industrial effluent. Hence unit is ZLD.
After expansion, Industrial effluent generated from manufacturing process and other
ancillary operation shall be allowed into in-house ETP for primary treatment. Primary
treated water will be disposed to common MEE facility.
The mitigation measures for minimizing the impacts on water environment during
operation phase in general includes following:
Records of water consumption, water characteristics shall be maintained.
Ensuring proper operation and maintenance schedule for the ETP.
Flow meter shall be installed at inlet and outlet of ETP.
Wastewater drainage line leading to ETP area will be completely closed and its joints
should be routinely checked for any leakage.
The reuse of water will be maximized to the extent possible.
The regular environment monitoring shall be done either through established laboratory
or in-house.
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10.2.3 Noise Environment
For expansion of project, construction activity will be carried out. Noise will be generated
during construction work, due to movement of vehicles, heavy equipment machinery.
These impacts would be short term in nature and limited to the construction period only.
During operation phase, the main source of noise within the plant area will be from
manufacturing activity, utility operation and transportation etc. Noise will generate during
manufacturing activity which will be long term impact.
To minimize the noise pollution during construction & operation phase, unit has proposed
the following noise control measures:
Machinery which creates highly noise will be avoided to use. Use of old age
machineries will be avoided.
Construction activities will be restricted to daytime only.
Extensive oiling, lubrication and preventive maintenance will be carried out for the
machineries and equipments to reduce noise generation.
Employees will be provided with ear protection measures like earplugs or earmuffs.
Care should be taken during selection of the equipment like pumps and other
machinery so that noise generation will be reduced.
Areas with high noise levels will be identified and segregated where possible and will
include prominently displayed caution boards.
D.G set will be provided with acoustic enclosure and anti-vibrating pads to minimize
noise pollution.
The green belt area will be developed within plant premises and around the periphery
to prevent the noise pollution in surrounding area.
Regular noise level monitoring & work place noise level monitoring will be carried out &
records should be maintained.
10.2.4 Land / Soil Environment
The project is located within GIDC. For expansion of project, construction activity will be
carried out. GIDC has already developed road, storm drain in this area. Due to availability
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of all other physical infrastructures, the topography of land and land use pattern of
surrounding area will not change.
Improper storage and handling of raw materials, hazardous waste can cause soil
contamination. During operation phase, there shall be no direct discharge of industrial
effluent into ground or surface water or on land.
Following are the measures to minimize impacts on land environment;
Wastewater drainage line leading to ETP area will be completely closed. All ETP units
will be made of RCC. Regular checking of leakage shall be carried out to avoid any
penetration into soil.
Unit will provide scientifically designed hazardous waste storage area having
impervious floor, leachate collection system and roof cover to avoid soil contamination.
Unit will provide pucca RCC flooring at production, raw material & finished product
storage area to avoid soil contamination during handling and spillages. Also there shall
be no longer distance between raw material storage area and production area.
Liquid hazardous waste will be packed in drum/carba while solid hazardous waste will
be packed in PP bags and stored in HWSA.
Hazardous waste generated from unit will be sent to TSDF site through authorized
vehicle of TSDF site having GPS.
Unit will also maintain the records for the hazardous waste storage and disposal.
10.2.5 Biological Environment Project site is located within GIDC area. No loss of flora & fauna is envisaged during any
phase. There will be development of additional green belt area within the premises and at
the periphery of the plot area. There is no any Reserved Forest, National Park and
Protected Sanctuaries within the study area. No endangered species of flora & fauna are
observed or recorded in the study area.
There will not be any direct discharge of effluent into any water body. Hence, there will not
be any impact on aquatic ecology of the surrounding study area.
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Air emissions generated, due to proposed project activity will be always kept within the
prescribed standards and therefore no significant impact on terrestrial ecology is
envisaged.
Green belt development within the project premises will lead to reversing the various
negative impacts associated with plant operation as well as it can also help to develop
terrestrial and avian ecology with positive effect in the long term.
10.2.6 Socio Economic Environment
For proposed project, construction activity will be carried out and local workers will be
employed for construction work. Thus, during construction phase there shall be short term
positive impact on the socio-economic environment on surrounding area.
Due to proposed project, employment generation will increase for skilled, semi skilled and
unskilled workers. It is expected that direct and indirect employment will increase for
people who reside nearby project area.
Thus, overall impact due to this industrial development along with employment potential
poses long-term positive impact on the socio-economic environment on surrounding area
as it provides benefits in terms of economics to the people employed with it.
10.3 RESOURCE CONSERVATION / WASTE MINIMIZATION
Unit shall implement the concept of waste minimization. Good Housekeeping practice
makes the system easier and less costly. Cleaner production technology shall be adopted
for the resource conservation and pollution control.
All the process and reacting equipments will have the double magnetic / mechanical
seals and there will be no leakages during the reactions.
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The catalyst will be used in the processes to increase the rate of reactions and
eliminating the uses of reagents in the processes. With the uses of the catalyst the rate
of reactions will increase and reduce the time cycle of the batches and subsequently
conserves the energy.
All the reactors will have the facility of primary and secondary condenser attached with
it which will decrease the handling loss of solvents and reduction of raw materials
consumption.
The steam condensate will be collected and recycled in the boiler with the conservation
of water and energy.
Hazardous waste generated having high calorific value will be sent for co-processing.
10.4 ODOUR CONTROL PLAN
Following common practices shall be followed to control odour from plant; Adequate Ventilation shall be provided in plant.
Exhaust fan shall be provided for air circulation. Closed material handling system shall be provided for chemicals & solvents.
Green belt development will be carried out within plant premises.
Proper operation & maintenance of ETP shall be carried out.
Regular disposal of ETP sludge shall be carried out.
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10.5 PLANS FOR MANAGEMENT, COLLECTION & DISPOSAL OF WASTE STREAMS TO BE GENERATED FROM SPILLAGE, LEAKAGES, VESSEL WASHING ETC.
Proper collection system will be provided for the leakage & spillage of hazardous
chemical by preparing dyke wall & acid proof RCC flooring with spillage collection
tank.
Wastewater generated from vessel/used container washing will be collected and
treated into ETP.
Spillages material if any, shall be collected with contaminated soil and stored into
HWSA.
Proper care should be taken by employees to control spillage and wastage of
materials.
Provision of pucca RCC flooring at production, raw material & finished product
storage area to avoid any contamination with soil during handling & spillages.
Provision of scientifically designed hazardous waste storage area having impervious
floor, leachate collection system and roof cover to avoid soil contamination.
10.6 GREENBELT DEVELOPMENT PLAN
Development of green belt is not only minimizes these impacts but also improves the
aesthetic environment of the region and providing possible habitats of birds and animals.
Therefore, Green belt development plan has been proposed within the project area. It
provides an important tool to address the issue of mitigating the adverse effect of industrial
project.
At present, 425.86 m2 (3.55%) area is developed as greenbelt within plant premises.
Additional 3170.00 m2 (26.47%) area will be developed as greenbelt within plant premises.
Therefore, after expansion total greenbelt area will be approx. 3595.86 m2 (30%).
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Design of Green Belt:
Source & Receptor oriented approaches are recognized while designing the green belts.
Both these approaches have their own advantages and disadvantages. The second
approach is desirable in urban – industrial complexes with multiple sources of pollution in
an industrial-urban mix.
Selection of plant species would be done on the basis of their adaptability to the existing
geographical condition. Doing development of the green belt within the project area, it has
to be emphasized that those native plant species would be planted which are having good
ornamental values, and are fast growing with excellent canopy cover. The list of plant
species, proposed to be planted is given in Table No. 10.2;
Plantation programme:
Plantation of trees in and around the unit meant mainly to reduce air pollution caused by
factory emissions, to absorb sound, to prevent soil erosion and to maintain aesthetic value
for healthy living.
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10.7 HEALTH & SAFETY
10.7.1 Environmental Health and Safety Management System
Environmental Health and Safety Management System will outline mitigative measures
and best management practices. This management is recommended to carry out a
complete assessment, evaluate, monitor, identify and control all potential hazards and
risks arise during the operation of the proposed project.
The management needs to ensure that the Health and Safety Plan (HSP) along with the
Plant Health and Safety Rules is established and enforced.
The Plant Health and Safety Rules shall include provisions for, impediment of and
response to toxic chemicals. It is also the responsibility of the management to provide the
following basic information:
Description of all potential hazards / risks.
Health and Safety implications about all hazards.
Description about management techniques including inspections, maintenance follow
up, reports, personnel protective equipments and medical monitoring.
Outline of emergency response procedures including organizational structure of key
trained personnel to act as emergency responders action steps for entering and
working within zone of hazards, evacuation procedures, protective equipments
requirements, decontamination procedures, lines of communication, emergency call
center’s telephone numbers, map of nearest medical centre’s route, etc.
Mock drill shall be carried out once in a year.
Own job training & safety training shall be given at regular interval.
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10.7.2 Worker Health and Safety Plan Worker Health and Safety Management System will outline mitigative measures and best
management practices. Roles, responsibilities and expected outcomes will be defined.
The Plan should be implemented to ensure that no significant adverse worker's health and
safety issues arise from proposed activities.
In-house training programs as well as programs with help of outside agencies on
health hazards and safety for the workers and staff should be carried out.
Use of protective equipments will be regularly checked and will be kept easily
accessible and easily workable during emergency.
The management should ensure proper use of PPE by workers and explore methods
for reducing the fugitive emissions.
Material Safety Data Sheet for all the concerned materials shall be available at the site.
Regular health checkups shall be carried out by qualified medical practitioners and
proper records should be maintained for this.
Various types of fire extinguishers will be provided inside the factory premises.
Sufficient lighting, ventilation, drinking water facility, sanitary blocks and first aid
arrangements.
Arrange availability of appropriate emergency response, rescue, and first-aid personnel
and services.
Regular monitoring & implementation for work place environment.
10.7.3 Details on various SOP to be prepared
For the purposes of safety and management, SOP will be prepared that explains how to
utilize and manage hazardous chemicals, processes, and procedures to prevent or
minimize health and safety concerns.
SOPs include:
Specific information regarding the potential hazards and associated risks of the task
Precautions required to eliminate or adequately reduce the risk prior to commencing
the task
Personal protective equipment to be worn while undertaking the task
The environment where the task should be undertaken
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Clear and simple instructions for undertaking the task described in a safe manner
Correct environmental, cleanup and waste disposal measures
Emergency procedures and shutdown
SOPs should be reviewed on a periodic basis depending on the level of risk, to ensure that
the procedure remains current and appropriate.
10.7.4 Details on workers Training
Employees should not engage in field activities until they have been trained to a level
commensurate with their job function and responsibilities.
General site workers, such as equipment operators, general laborers, technicians, and
other supervised personnel, should attend training sessions that apply to their individual
jobs and responsibilities, as well as training sessions that provide an overview of the site
hazards and the means of controlling those hazards. Their training should include
classroom instruction in the following subject areas, depending on their individual jobs:
Site Safety Plan
Safe work practices
Nature of anticipated hazards
Handling emergencies and self-rescue
Rules and regulations for vehicle
Safe use of field equipment
Handling, storage, and transportation of hazardous materials
Use, care, and limitations of personal protective clothing and equipment
Training on the SOP will be provided to staff undertaking the task/operation for which the
SOP established. A record of completed training will be maintained.
First Aid training will be given to all employees. Also employees will be trained to properly
use fire extinguisher in case of fire.
Unit will arrange In-house Training programs as well as programs with help of outside
agencies on Health hazards and safety for the workers and staff.
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A record of training will be maintained in each employees personnel file to confirm that
every person assigned to a task has had adequate training for that task, and that every
employee's training is up-to-date.
10.8 ENVIRONMENTAL MONITORING
The purpose of environmental monitoring is to evaluate the effectiveness of
implementation of Environmental Management Plan (EMP) by periodically monitoring the
important environmental parameters within the impact area, so that any adverse affects
are detected and timely action can be taken. A suggested monitoring protocol, based on
the predicted impacts, is given in Table No. 10.3;
Table No. 10.3: Environment Monitoring Plan
Sr. No. Activity Frequency of
Monitoring Parameters
Ambient Air Pollution Monitoring 1. Ambient Air Quality Monitoring within
Plant premises. Monthly PM10, PM2.5, SO2, NOx,
HCl, Cl2, CO, VOC
Flue & Process Gas Emission Monitoring 2. Flue gas stack and process vent
monitoring within plant premises. Monthly PM, SO2, NOx, HCl, Cl2
Ambient Noise Monitoring 3. Noise monitoring within plant premises
at identified locations. Monthly Day & Night
in Leq Water & Wastewater Quality
4. Ground Water and Surface water quality.
Once in a six month
As per GPCB/MoEFCC specifications
5. Wastewater Quality (Raw & Treated Effluent)
Daily Basic parameters such as pH, TDS, COD,
BOD Monthly All parameters as per
CC&A condition Work Place Environmental Monitoring
6. Illumination, Noise, Dusting Once in a six month
As per Factory Act
7. Eye, Lungs, Liver, Blood & Urine test Every year --
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Sr. No. Activity
Frequency of Monitoring Parameters
Hazardous Waste Generation Monitoring / Record Keeping 8. Records of generation, handling,
storage, transportation and disposal of other hazardous/solid.
To be updated daily
Record keeping and Reporting
Record keeping and reporting of performance is an important management tool for
ensuring sustainable operation of the proposed development. Records shall be maintained
for regulatory, monitoring & operational issues.
Table No. 10.4: Record Keeping Requirements
Sr. No. Parameter Particulars
1. Water Consumption Daily quantity of water received
2. Fuel Consumption Daily quantity of fuel received
3. Electricity Consumption Daily quantity of electricity consumption
separately for ETP & APCS
4. Effluent Generation At inlet & outlet of ETP
5. ETP chemical consumption Daily quantity of chemical consumption
6. Solid waste handling & disposal Quantity of waste generated Quantity sent for disposal
7. Regulatory licenses (environmental)
Environmental permits/consents from SPCB
8. Monitoring and Survey Record of all monitoring carried out as per the
finalized monitoring protocol
9. Accident reporting
Date and time of the accident Sequence of events leading to accident Emergency measures taken Steps to prevent recurrence of such events
10. Others Log book of compliance Employee environmental, health & safety records
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Sr. No. Parameter Particulars
Equipment inspection and calibration records where applicable
Vehicle maintenance and inspection records Fire pumps maintenance & mockdrill records Training records
10.9 ENVIRONMENT BUDGET ALLOCATION
Total capital cost and recurring cost/annum earmarked for expansion of project for
environment pollution control measures is given in Table No. 10.5;
Table No. 10.5: Environment Budget Allocation
Sr. No. Particulars
Approximate Capital cost (Rs. in Lacs)
Particulars
Approximate recurring cost
per annum (Rs. In Lacs)
1. Installation of ETP & Membership of Common MEE facility
15.0 Operation and maintenance of ETP & transportation cost of common MEE facility
930.00
2. Getting membership of TSDF site
1.50 Disposal & transportation cost of hazardous/solid waste
248.62
3. Installation of stack/vent & it’s monitoring facilities including online and provision of air pollution control system
25.00 Operation and maintenance of air pollution control system, flue gas detectors, stack & work place monitoring
5.00
4. Installation of acoustic enclosure for D.G set
0.30 Noise monitoring 0.75
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Sr. No. Particulars
Approximate Capital cost (Rs. in Lacs)
Particulars
Approximate recurring cost
per annum (Rs. In Lacs)
5. Installation of safety appliances like fire detectors, sensors, alarm, fire hydrant, fire extinguishers etc.
35.0 Medical check up of employees, provision of PEE’s, implementation of LDAR system, safety audit, insurance, maintaining of safety appliances, gas detectors
5.00
6. Development of greenbelt area
2.00 Maintaining of green belt area
0.75
Total 78.80 - 1190.12
10.10 ENVIRONMENT MANAGEMENT CELL
Apart from having an Environmental Plan, it is also necessary to have a permanent
organizational set up charged with the task of ensuring its effective implementation of
mitigation measures and to conduct environmental monitoring. The major duties and
responsibilities of Environmental Management Cell shall be as given bellow:
To implement the environmental management plan
To ensure regulatory compliance with all relevant rules and regulations
To minimize environmental impacts of operation as by strict adherence to the EMP.
To initiate environmental monitoring as per approved schedule.
Review & interpretation of monitored results and corrective measures, in case,
monitored results are above the specified limit.
Maintain documentation of good environmental practices and applicable environmental
laws as ready reference.
Maintain environmental related records.
Coordination with regulatory agencies, external consultants, monitoring laboratories.
Maintain of log of public complaints and the action taken.
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Hierarchical Structure of Environmental Management Cell
The hierarchical structure of Environment Management Cell is as given in Table No. 10.6;
Table No. 10.6: Environment Management Cell
Sr. No. Designation Proposed Responsibility
1. Partner Overall responsibility for environmental management and decision making for all environmental issues.
2. Manager (Environment & Safety)
Overall in charge of EMS components, complying statutory requirements, observation, inspection and regulation of the safety measures, supervision of hazardous chemical handling, transferring & storage, storage & handling of hazardous/solid waste, operation & maintenance of APCS, environmental monitoring.
3. Production Manager Plant operation & maintenance, raw material & product handling & storage, maintenance of housekeeping.
4. ETP Chemist Proper operation & maintenance of ETP, regulating the flow of effluent, maintain daily records of effluent generation & ETP chemical consumption.
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10.12 ENVIRONMENT POLICY
The environment policy of the unit is as under;
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CHAPTER – 11 SUMMARY
11.1 BACKGROUND
M/s. Jay Agro Industries is existing unit located at Plot No. 5805, GIDC Industrial Estate –
Ankleshwar, Dist – Bharuch, State: Gujarat. At present, unit is involved in manufacturing of
inorganic product. Unit has planned for expansion of project by addition of new products
(Pharma intermediates) within existing premises.
Earlier TOR was issued by SEIAA, Gujarat for the proposed project vide letter No.
SEIAA/GUJ/TOR/5(f)/926/2019 Dated 19/06/2019. Then after, the project falls within CEPI
area (GIDC Ankleshwar) and as per general condition of EIA Notification dated 14th
September, 2006 and amendments then after by MoEFCC. The project is now classified as
Category “A” under Schedule 5(f) and requiring prior Environment Clearance (EC) from the
MoEFCC.
11.2 PROJECT DESCRIPTION
The project is located within GIDC Industrial Estate, Ankleshwar. The site is located at about
21°37'56.52"N Latitude and 73° 2'27.67"E Longitude.
At present, unit is manufacturing only 01 inorganic product having production capacity 500.0
MT/month and intends to produce 21 new products having production capacity 350.0
MT/month.
Due to availability of all basic facilities like fuel, water, electric power, skilled manpower, raw
materials, transportation facility etc. at existing project site, the unit has decided to develop
proposed project activity at the same location. Therefore, there is no need of alternative
location.
Total land area of the project site is 11972.25 m2. Estimated cost for the expansion of project is
Rs. 5.028 Crores.
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List of existing & proposed products to be manufactured is as mentioned below;
List of Product
Sr. No.
Name of the Products CAS No. Quantity (MT/Month) End-use of the products Existing Proposed Total
1. Manganese Sulfate 7785-87-7 500.00 -- 500.00
Animal feed, Agrochemical intermediate, Micro nutrients, Metal treatment industry etc.
GROUP A (Zero Discharge) PART-1
1. CetylPyridinium Chloride 6004-24-6
-- 30.00 30.00
Pharma Intermediates / API
2. Lauryl Pyridinium Chloride 104-74-5 Pharma Intermediates / API
3. Cilnidipine 132203-70-4
Pharma Intermediates / API
4. Methyl Cobalamine
13422-55-4
Pharma Intermediates / API
5. Modafinil 68693-11-8
Pharma Intermediates / API
6. Metformin HCl 1115-70-4 Pharma Intermediates / API PART-2
7. Mono Chloro Acetic Acid 79-11-8
-- 300.00 300.00
Pharma Intermediates
8. Chloro Acetyl Chloride 79-04-9 Pharma Intermediates
9. Tri Chloro Acetyl Chloride 76-02-8 Pharma Intermediates
GROUP B
10. GadoPentetic Acid
80529-93-7
-- 20.00 20.00
Pharma Intermediates / API
11. Febuxostat 144060-
53-7 Pharma Intermediates / API
12. Glimipride 93479-97-1
Pharma Intermediates / API
13. Sitagliptine Phosphate
65671-78-0
Pharma Intermediates / API
14. Carboplatin 41575-94-4
Pharma Intermediates / API
15. Cisplatin 15663-27-1
Pharma Intermediates / API
16. Cilostazol 73963-72-1 Pharma Intermediates / API
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Sr. No.
Name of the Products CAS No. Quantity (MT/Month) End-use of the products Existing Proposed Total
17. NebvilolHCl 169293-50-9
Pharma Intermediates / API
18. Larcanidipine Hydrochloride
132866-11-6
Pharma Intermediates / API
19. Candesartan Cilexetil
139481-59-7
Pharma Intermediates / API
20. BetahistineHCl 5579-84-0 Pharma Intermediates / API 21. MemantineHCl 4110-52-1 Pharma Intermediates / API
Total 500.00 350.00 850.00
Note:
Unit will manufacture both group (A & B) of proposed products at a time. Unit will manufacture any of products from Group A, Part-1, but the total production capacity will not
exceed 30.00 MT/Month. Unit will manufacture any of products from Group A, Part-2, but the total production capacity will not
exceed 300.00 MT/Month. Unit will manufacture any of products from Group B, but the total production capacity will not exceed
20.00 MT/Month. Total production capacity for proposed product will not exceed 350.00 MT/Month.
Water Requirement, Wastewater Generation & its Disposal:
Water required for domestic and industrial purpose for existing & proposed project activity will
be procured from GIDC water line.
Quantity of existing & additional water requirement and wastewater generation is as given
below;
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Water Consumption & Wastewater Generation
Sr. No. Category
WATER CONSUMPTION (KL/day) Existing Additional Total After Expansion
A. Domestic 2.00 1.00 3.00 B. Gardening 0.50 5.75 6.25 C. Industrial Process 8.00 66.67* 74.67
Washing 1.00 3.00 4.00
Boiler -- 22.00 22.00
Cooling 0.50 2.50 3.00
Scrubber -- 3.00 3.00
Total Industrial 9.50 97.17 106.67 TOTAL (A + B + C) 12.00 103.92 104.00 115.92 116.00
Sr. No. Category
WASTEWATER GENERATION (KL/day) Existing Additional Total After Expansion
A. Domestic 2.00 0.80 2.80 B. Industrial
Process -- 70.50 * 70.50
Washing -- 2.40 2.40
Boiler -- 1.20 1.20
Cooling -- 0.15 0.15
Scrubber -- 0.10 0.10
Total Industrial -- 74.35 74.35 TOTAL (A + B) 2.00 75.15 77.15
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DISPOSAL OF WASTEWATER: EXISTING:
Domestic effluent is disposed off through Septic tank / Soak pit system.
There is no generation and discharge of industrial effluent. Unit is ZLD.
AFTER EXPANSION:
Domestic effluent shall be disposed in to existing Septic tank / Soak pit system.
Industrial effluent generated from manufacturing process and other ancillary operation
shall be allowed into in-house ETP for primary treatment. Primary treated water will be
disposed to common MEE facility operated by M/s. Bharuch Enviro Infrastructure Ltd.
(BEIL).
WATER BALANCE DIAGRAM (After Expansion)
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Details of Flue Gas & Process Gas Emission:
At present, Thermopack of capacity 4 Lac Kcal/Hr is exist. For expansion of project, unit has
proposed one another boiler of capacity 1.0 TPH.
Details of Flue Gas Stack
Sr. No.
Source of emission With Capacity
Stack Height & Diameter (meter)
Type of Fuel
Quantity of Fuel
Type of emissions
i.e. Air Pollutants
Air Pollution Control Measures
(APCM)
EXISTING
1 Thermopack (Capacity: 4 Lac Kcal/hr)
11.00 & 0.90
Agro Waste /
Briquettes
10 MT/day PM
SO2 NOx
Multi Cyclone Separator +
Dust Collector
2 D. G. Set (Stand by) (Capacity: 50 KVA)
5.0 & 0.15 HSD
250 Lit/day
Adequate stack height provided
PROPOSED
3 Steam Boiler (Capacity: 1.0 TPH)
12.0 & 0.90
Natural Gas
500 m3/day PM
SO2 NOX
Adequate stack height will be
provided
4 D. G Set (Stand By) (Capacity: 200 KVA)
6.0 & 0.15 HSD 820
Lit/day
Adequate stack height will be
provided
Details of Process Gas Vent
Sr. No.
Specific Source of emission
Type of emission
Stack/Vent Height (meter)
Air Pollution Control Measures (APCM)
EXISTING --
PROPOSED
1 Process Vent – 1 (Product No. 7, 8, 9 – Reactor)
HCl SO2
12.0 Two Stage Water Scrubber followed by Alkali Scrubber
2 Process Vent – 2 (Product No. 16) Cl2 12.0 Two Stage Water Scrubber
followed by Alkali Scrubber
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Hazardous/Solid Waste Generation and Its Management:
Due to expansion of project, there shall be generation of some domestic waste, industrial
waste and hazardous/solid waste. Hazardous waste generated from the process, effluent
treatment plant and other industrial activity will be stored in a hazardous waste storage area
and then it will be disposed at nearest TSDF site for further treatment and disposal.
Hazardous Waste Generation and Its Management
Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management of
HW Existing Proposed Total
1. ETP Sludge Effluent Treatment
Plant
35.3 -- 70.00 70.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal at TSDF site – for secured landfill
2. Discarded Containers / Bags
Raw material & Finished product packing material
33.1 24.60 50.40 75.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal by selling to registered recycler approved by GPCB / CPCB / reuse within premises
3. Used Oil D. G Set & Thermo
pack
5.1 0.01 0.02 0.03 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal by selling to Registered Re-refiners approved by
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management of
HW Existing Proposed Total
GPCB / CPCB /reuse for lubrication
4. Process Residues
Process (Product No. 4, 12, 13, 14, 17)
28.1 180.00 975.50 1155.5 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal for incineration
5. Spent Carbon Process (Product
No. 11, 12, 13, 17, 18,
21)
28.3 2.40 18.00 20.40 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal for co-processing
6. Distillation Residue
Distillation Process (Product
No. 1, 2, 8, 9, 11, 12,
16, 17, 18, 19, 20, 21)
20.3 -- 322.20 322.20 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal for co-processing
7. Spent HCl (30%)
Process (Product
No. 12, 17)
B15-II -- 280.00 280.00 Collection, Storage and reuse within premises
Spent HCl (22-25 %)
Scrubber -- 1200.00 1200.00 Collection, Storage, Transportation (through GPS monted vehicles) & Disposal by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management of
HW Existing Proposed Total
8. Potassium Chloride (80–85 %)
Process (Product
No. 12, 14, 15)
28.4 -- 968.00 968.00 Maximum quantity (168.00 MT/Year) will be reused in process within premises and balance quantity (800.00 MT/Year) will be disposed by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
9. Silver Sulfate (90-95 %)
Recovery from Silver
Iodide generated
from Product No. 14 &
15
28.4 -- 672.00 672.00 Collection, Storage, Transportation (through GPS monted vehicles) & Disposal by selling to Authorized end user as per Haz. Waste Rule-9 and after getting prior permission from GPCB.
10. Spent Hyflo Process (Product
No. 12, 13, 17, 18, 19,
21)
28.1 -- 70.00 70.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal at TSDF site for landfilling
11. Mother Liquor of MCA (40–45 %)
Process (Product No. 7)
28.4 -- 648.00 648.00 Collection, Storage, Transportation (through GPS
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Sr. No.
Type of Hazardous
waste
Specific Source of generation
Category Quantity (MT/Annum) Management of
HW Existing Proposed Total
monted vehicles) & Disposal by selling to Authorized end useras per Haz. Waste Rule-9 and after getting prior permission from GPCB.
12. Inorganic Salt Process (Product No. 18)
28.1 -- 36.00 36.00 Collection, Storage, Transportation (through GPS monted vehicles) and Disposal at TSDF site for landfilling
13. Spent Solvent Process (Product
No. 1, 2, 6, 20)
28.6 -- 1296.00 1296.00 Collection, storage, recovered through in- house distillation and reuse in process within premises
14. Sodium Hypochlorite (10-15%)
Scrubber -- -- 578.0 578.0 Collection, Storage, Transportation (through GPS monted vehicles) & Disposal by selling to Authorized end useras per Haz. Waste Rule-9 and after getting prior permission from GPCB.
Unit has got membership of TSDF site M/s. Bharuch Enviro Infrastructure Ltd. (BEIL).
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Employment Generation:
At present, 22 employees (20 Male + 02 Female) working at the plant. Due to expansion of
project, there shall be requirement of approx. 45 new employees (40 Male + 05 Female).
No. of Workers
Male Female Total Existing 20 02 22 Additional 40 05 45
Total 60 07 67 11.3 DESCRIPTION OF ENVIRONMENT
To predict the impact of the proposed activities on the surrounding environment, the existing
baseline environmental status was studied by collecting the data in area of 10.0 km radius
from the center of the unit and carried out monitoring for the period from 01/03/2017 to 30/05/2017 (Summer season).
The environmental quality has been analyzed with respect to ambient air quality, water quality,
noise levels, soil characteristics, flora & fauna and parameters concerning human interest.
11.3.1 AIR ENVIRONMENT
The ambient air quality monitoring was carried out at eight locations, with a frequency of twice
a week, to assess the existing air quality status during the period from 01/03/2017 to 30/05/2017.
At all sampling locations; PM10, PM2.5, SO2, NOx, HCl, Cl2, CO, VOC were monitored on 24-
hourly basis to enable the comparison with ambient air quality standards prescribed by the
Central Pollution Control Board.
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The data on concentrations of various pollutants were processed for different statistical
parameters like arithmetic mean, standard deviation, minimum and maximum concentration
and various percentile values.
Particulate Matter (PM10) The maximum value of PM10 observed at Sardarpura was 90.00 μg/m3 and lowest
concentration observed at Jitali village was 57.70 μg/m3 during the study period. The average
concentration of PM10 varied from 68.83 μg/m3 to 81.17 μg/m3 at all monitoring locations during
the study period, which is well below the permissible limit of 100 μg/m3.
Particulate Matter (PM2.5) The maximum value of PM2.5 observed at near project site and it was 44.60 μg/m3 and lowest
was 17.60 μg/m3 at Uchhali village. The average concentration of PM2.5 varied from 21.57
μg/m3 to 40.28 μg/m3. At all the locations, the concentration of PM2.5 was observed within the
permissible limit of 60 μg/m3.
Sulphur Dioxide (SO2) The highest concentration of SO2 was observed 23.50 μg/m3 at Sardarpura and lowest
concentration was 11.00 μg/m3 at Kosamdi village. The average concentration of SO2 varied
from 14.19 μg/m3 to 18.60 μg/m3. At all the locations, the concentration of SO2 was within the
permissible limit of 80.0 μg/m3.
Oxides of Nitrogen (NOx)
Highest concentration of NOx observed was 27.80 μg/m3 at Kosamdi village & lowest
concentration was 12.30 μg/m3 at Sardarpura. The average concentration of NOX varied from
17.59 μg/m3 to 23.67 μg/m3. At all the locations, the concentration of NOX was within the
permissible limit of 80.0 μg/m3.
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Conclusion: It can be concluded that the concentration of PM10, PM2.5, SO2, NOx, VOC, Cl2, HCl, CO is
below the CPCB permissible limits / NAAQ standards, 2009.
11.3.2 WATER ENVIRONMENT
Ground water samples from 05 locations and surface water samples from 04 locations were
collected and analyzed for drinking water quality parameters.
Ground Water Quality: Out of the five ground water locations of the study area, maximum TDS recorded was 1789
mg/L in sample collected from Umarwada while minimum TDS was 1290 mg/L in sample
collected from Kapodra. Maximum hardness recorded was 756 mg/L from Jitali sample while
found minimum hardness 453 mg/L from Umarwada sample.
Surface Water Quality: Four surface water samples were collected from the near vicinity of project site. Maximum TDS
recorded was 542 mg/L from sample of Canal water near Umarwada while minimum TDS was
259 mg/L found in sample from Narmada River. Maximum value of chloride was detected from
Canal water near Umarwada.
Conclusion on Water Quality:
Analysis of ground water samples shows that TDS is higher than the desirable limit but within
the permissible limit specified by IS:10500. Hardness is higher than the desirable limit but at
one location higher than the permissible limit. Chloride is marginally higher than the desirable
limit at one location.
Analysis of surface water samples shows that Turbidity and TDS in canal water is higher than
the desirable limit but within the permissible limit specified by IS:10500. Total coliform is higher
than the permissible limit at all locations.
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11.3.3 NOISE ENVIRONMENT
Ambient noise level monitoring was carried out during the study period at 07 locations; noise
monitoring was conducted continuously over a period of twenty-four hours to obtain Leq values
at uniform time intervals of one hour.
The average Leq values of noise levels during daytime (Ld) varied between 42.89 to 60.32 dB
while the average Leq values of noise levels during night time (Ln) varied between 34.64 to
57.48 dB.
Conclusion: Noise levels of study area are compared with the noise level standards and the comparison
shows that noise levels are well within the limits.
11.3.4 SOIL ENVIRONMENT
Soil samples were collected from 05 different locations during the study period in the study
area. Samples collected from identified locations show that pH of soil in the study area ranging
from 7.56 to 8.10. Water Holding Capacity of soil samples of the study area ranges between
61% to 77%. Porosity of soil samples of the study area ranges from 21% to 32%. Bulk density
ranges between 0.58 to 1.23 gm/cm3.
11.4 ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES
11.4.1 Air Environment
The impact on the air environment due to expansion of project during the construction and
operation phase is as mentioned below.
CONSTRUCTION PHASE: For expansion of project, some construction activity will be carried out. During the construction
phase, there will be an increase in PM level along with NOX (from vehicle exhausts) due to
transportation of construction material at site.
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To control the dust emission, covered sheet (barricading) at periphery of boundary will be
provided, regular water sprinkling shall be done on road, and other unpaved areas. Covered
shed will be provided for cement unloading activity. Tarpaulin cover will be provided on
excavated earth.
OPERATION PHASE:
Discharge of air pollutants into ambient air can cause impact on surrounding area of air and
ecology. Due to proposed expansion project activities, it is expected to have short-term impact
on the air quality. At present, unit has installed one Thermopack in which Agro Waste/Briquette
is used as fuel and multi cyclone separator & dust collector are installed as APCM. Also
installed one stand by D. G Set of capacity 50 KVA. There is no process gas emission from
existing process.
For expansion of project, unit will install one additional steam Boiler of capacity 1.0 TPH in
which Natural Gas will be used as fuel. Adequate stack height will be provided to disperse air
pollutants into ambient air effectively. Also unit has proposed one additional stand by D. G Set
of capacity 200 KVA which will be used in case of power failure or emergency only. HSD will
be used as fuel in D. G Set.
Due to proposed production activity, there shall be process gas emission. To control HCl, SO2,
Cl2 gas emission, two stage Water scrubber followed by alkali scrubber will be installed as air
pollution control system.
The adequate stack height will disperse the pollutants, though in small quantity, effectively and
ensures that the ground level concentrations of pollutants in the surrounding environment
remain well within the permissible limits.
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11.4.2 Water Environment
CONSTRUCTION PHASE:
During the construction phase, water will be utilized for civil work and drinking water for
labours. The water will be procured from GIDC line. No ground water will be used for the
project. Domestic wastewater generated during the construction phase will be disposed off
through soak pit / septic tank.
OPERATION PHASE: At present, water required for domestic and industrial purpose is procured from GIDC water
supply line. After expansion, additional water required will be procured from GIDC water supply
line. No ground water will be used for the proposed project activity.
Additional domestic effluent will be disposed in to Septic tank / Soak pit system.
At present, there is no generation and discharge of industrial effluent. Hence unit is ZLD. After
expansion, Industrial effluent generated from manufacturing process and other ancillary
operation shall be allowed into in-house ETP for primary treatment. Primary treated water will
be disposed to common MEE facility.
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11.4.3 Noise Environment
CONSTRUCTION PHASE:
For expansion of project, construction activity will be carried out. Noise will be generated during
construction work, due to movement of vehicles, heavy equipment machinery.
As the construction phase will over, the noise level will come to its background concentration
without affecting much to the nearby human habitats. Thus, the impact on the noise
environment during the construction phase will be short term and temporary.
These impacts on noise environment cannot be eliminated but would be reduced. Plan to curb
noise likely to be generated from the use of construction equipments are as follows;
Machinery which creates highly noise will be avoided to use. Use of old age machineries
should be avoided.
The machinery used for construction will be of high standard of reputed make and will
adhere to International standards.
Lubrication will be carried-out periodically for rotational machinery.
Apart from this, the construction activities will be restricted to daytime only.
Ear Plug will be provided to those working near high noisy machinery mixer / vibrator
machine.
Most of the noise generated in this phase would be spread throughout the site depending
upon equipment operation at a location. Impact on onsite workers are expected to be
highest but can be reduced substantially with use of PPE like earplugs and earmuffs.
Acoustic enclosure will be provided to the machinery generating high noise.
It can be concluded that due to various construction activities, there will be short term noise
impacts in the immediate vicinity of the project site.
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OPERATION PHASE:
The impact on noise environment due to project activity will be from manufacturing area, utility
operation and transportation. During installation of new machineries & equipment, noise will
generate which will be short term impact. Noise will generate during manufacturing activity
which will be long term impact.
Noise generation associated with vehicular movement within the plant premises will increase
ambient noise level for shorter period of time and the negative impact generated due to this will
get reversed with the passage of time.
To prevent noise pollution, ear-protecting devices will be provided to personnel working in high
noise generating zones. Anti-vibrating pads and acoustic enclosure shall be provided to the
D.G set.
Additional tree plantation will be carried out at the periphery of project boundary to prevent
noise pollution in surrounding area.
The noise anticipated from the proposed expansion shall be confined within the plant
boundary. By adopting preventive measures like proper design & regular maintenance of
machineries / equipments, greenbelt development, the impact on noise levels will be minimal.
11.4.4 Land/Soil Environment
CONSTRUCTION PHASE:
The unit is located in GIDC area. For proposed project, construction activity will be carried out.
Also there will be installation of new machineries & equipments. GIDC has already developed
road, storm drain in this area. No alternate route/drain required for this project.
Due to availability of all other physical infrastructures, the topography of land and land use
pattern of surrounding area will not change.
OPERATION PHASE:
Improper storage and handling of raw materials, hazardous waste can cause soil
contamination.
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Unit will provide scientifically designed hazardous waste storage area having impervious floor,
leachate collection system and roof cover to avoid soil contamination. Hazardous waste
generated from unit will be sent to TSDF site through authorized vehicle of TSDF site.
There will be no longer distance between raw material storage area and production area. Unit
will provide pucca RCC flooring at production, raw material & finished product storage area to
avoid contamination of soil during handling & spillages.
Therefore, it can be concluded that there shall be negligible impact on land environment.
11.4.5 Biological Environment
Project site is located within GIDC area. No loss of flora & fauna is envisaged during any
phase. There will be development of additional green belt area within & at the periphery of the
plot area. There is no any Reserved Forest, National Park and Protected Sanctuaries within
the study area. No endangered species of flora & fauna are observed or recorded in the study
area.
There will not be any direct discharge of effluent into any water body. Hence, there will not be
any impact on aquatic ecology of the surrounding study area.
Air emissions generated, due to proposed project activity will be always kept within the
prescribed standards and therefore no significant impact on terrestrial ecology is envisaged.
Green belt development within the project premises will lead to reversing the various negative
impacts associated with plant operation as well as it can also help to develop terrestrial and
avian ecology with positive effect in the long term.
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11.4.6 Socio Economic Environment
CONSTRUCTION PHASE:
For proposed project, construction activity will be carried out. Local workers will be employed for
construction work. Construction material required will be purchased from local vendors.
Thus, during construction phase there shall be short-term positive impact on the socio-
economic environment on surrounding area as it provides benefits in terms of economics to
the people employed with it.
OPERATION PHASE:
Due to proposed project, employment generation will increase for skilled, semi skilled and
unskilled workers. Due to expansion of project, there shall be requirement of approx. 45 new
employees (40 Male + 05 Female).
Priority will be given to local people for employment. The local surrounding people will get
maximum benefit of this project due to their reduction of travelling cost & time. Moreover, it will
result into the improvement in the economy of the local vendors.
Due to proposed project, it will be also beneficial to its downstream supplier industries to boost
their activity as well as beneficial to surrounding service provider units.
Thus, overall impact due to this industrial development along with employment potential poses
long-term positive impact on the socio-economic environment on surrounding area as it
provides benefits in terms of economics to the people employed with it.
11.5 ENVIRONMENTAL MONITORING PROGRAM An effective Environmental Monitoring program shall be prepared for compliance to statutory
requirement & preventive measures.
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Environmental Monitoring Plan
Sr. No. Activity Frequency of
Monitoring Parameters
Ambient Air Pollution Monitoring 1. Ambient Air Quality Monitoring within
Plant premises. Monthly PM10, PM2.5, SO2, NOx,
HCl, Cl2, CO, VOC Flue & Process Gas Emission Monitoring
2. Flue gas stack and process vent monitoring within plant premises.
Monthly PM, SO2, NOx, HCl, Cl2
Ambient Noise Monitoring 3. Noise monitoring within plant premises at
identified locations. Monthly Day & Night
in Leq Water & Wastewater Quality
4. Ground Water and Surface water quality.
Once in a six month
As per GPCB/MoEFCC
specifications 5. Wastewater Quality (Raw & Treated
Effluent)
Daily Basic parameters such as pH, TDS, COD,
BOD Monthly All parameters as per
CC&A condition Work Place Environmental Monitoring
6. Illumination, Noise, Dusting Once in a six month
As per Factory Act
7. Eye, Lungs, Liver, Blood & Urine test Every year --
Hazardous Waste Generation Monitoring / Record Keeping 8. Records of generation, handling, storage,
transportation and disposal of other hazardous/solid.
To be updated daily
11.6 ADDITIONAL STUDIES
Risk analysis and study have been carried out for identification of hazards, selection of
credible scenarios, Risk Mitigation measures etc. All the hazardous chemicals will be stored
and handled as per MSDS guidelines.
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The unit will comply with all legal requirements of Environment & Safety. The unit has provided
different type of fire extinguishers at key locations.
The unit is committed towards the Health and Safety of workers. The unit has provided
adequate number of first aid boxes at key locations and also giving training to designated
person for the emergency purpose. The unit will appoint part-time medical officer for medical
assistance and for ensuring the better health of workers.
All the workers will be provided with required personal protective equipments as and when
required as per the nature of job.
11.7 PROJECT BENEFITS
Due to expansion of project, there shall be positive impact in socio-economic area due to
increased economic activities, creation of new employment opportunities, infrastructural
development.
Due to proposed project, employment generation will increase for skilled, semi skilled and
unskilled workers. It is expected that direct and indirect employment will increase for people
who reside nearby project area.
As per MoEFCC guideline, unit will allot fund for CER activity. CER activity will be carried out
in nearby villages as per their requirement.
11.8 ENVIRONMENTAL MANAGEMENT PLAN
An environment management plan has been proposed to implement the mitigation measures.
The plan will ensure that the adverse environmental impacts are minimized and the beneficial
impacts are maximized.
Green Belt Development:
At present, approx. 425.86 m2 (3.55 %) area is developed as greenbelt within plant premises.
Additional 3170.00 m2 (26.47 %) area will be developed as greenbelt within plant premises.
Therefore, after expansion total greenbelt area will be approx. 3595.86 m2 (30 %). Unit will
develop 10% of greenbelt area in surrounding village.
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CHAPTER – 12 DISCLOSURE OF CONSULTANT
12.1 RESUME AND NATURE OF CONSULTANCY RENDERED BY ENVIROCARE TECHNOCRATS PVT. LTD.
Envirocare Technocrats Pvt. Ltd. is established in 2005 and has more than 20 years of
varied experience in the field of environment. The mission of company is providing
sustainable solutions on “Environment for Development”. The company has a dedicated
and experienced team. The team comprises of environmental engineers, chemical
engineers, geologists, socio-economic experts, Hydrologist, ecologist, microbiologists and
industrial/analytical chemists.
The Company’s strength lies in project management, performing risk assessment,
formulating environmental disaster plans, use of satellite Imagery in impact assessment,
use of mathematical models for air, water and soil assessment and expertise in public
consultation.
Customer services are mainly categorized into:
Consultancy Services in the field of Environmental Impact Assessment, Environmental
Site Assessment and Due Diligence, Environ Legal Services, Statutory Environmental
Audits/Statements, Risk Assessments and Waste Management Systems.
Engineering Services for collection and conveyance of liquid and solid wastes,
designing and executing effluent and sewage treatment plants, municipal solid waste
studies and solid waste management systems, and rain water harvesting systems.
Laboratory services in water & wastewater testing, Process & Boiler stack emission
testing, Noise level and Ambient air Monitoring and Field sampling. The company has
a well equipped laboratory with modern instruments and experienced staff catering to
the need of statutory and advisory environmental testing for Air, Water and
Wastewater, Noise and hazardous waste.
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The group has a varied industrial clientele encompassing Indian and Multinational
Companies covering the industrial and services spectrum viz. Bulk Drugs and
Pharmaceuticals, Paints, Chemicals, Oil & Gas, Real Estate, Hospitality and Infrastructure
sectors. Whilst the heart of our clientele encompasses the top 50/Blue Chip Indian
companies (reliance Industries, ONGC, Indian Oil, GAIL, GSECL, GSEG, HPCL, BPCL,
GSPC/GSPL, and many others) who have placed implicit trust in us.
12.2 ACCREDITATION
Envirocare has the following accreditations:
1. The company has accorded accreditation & listed as an accredited EIA Consultant
Organization by NABET, Quality Council of India under EIA accreditation scheme as
per mandatory requirement of the MoEFCC, Govt. of India for carrying out EIA
studies. It has approved EIA coordinators and Functional Area Experts for undertaking
Environmental and related studies in 14 approved sectors in category A & B.
For NABET Accreditation Certificate, Please refer Annexure – 15.
2. Our Laboratory is also accredited in chemical testing (Environmental Parameters) by
NABL for the testing of Water, Wastewater, Stack Air, Ambient Air and in Noise level
parameters.
3. Our company is also enlisted by Gujarat Pollution Control Board as an Environmental
Auditor to carry out environment audit.