Environmental Impact Assessment & Environmental ...environmentclearance.nic.in/writereaddata/EIA/271120190Q...Landuse Categories within 10 Km Buffer zone and their Spatial Extent 3-39

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


4.2 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


10.2 Environmental Management Practices 10-1

10.2.1 Air Environment 10-1

10.2.1.1 Fugitive Emission 10-3



10.2.4 Land/Soil Environment 10-6



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




11.3.4 Soil Environment 11-14

11.4 Environmental Impacts and Mitigation Measures 11-14




11.4.4 Land/Soil Environment 11-18



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.




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.


12. Technical details of the plant/s along with details on best available technologies (BAT), proposed technology and reasons for selecting the same.


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.


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.



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.


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



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



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)


32. Economical and technical viability of the effluent treatment system.




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.


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.


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.


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.


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.


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



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)


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.



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.


45. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal ofdiscarded containers and its record keeping.


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.


49. Appropriate monitoring network has to be designed and proposed, to assess the possible residual impacts on VECs.


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 /



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.



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.


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-



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.


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.


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.


69. Action plan for the greenbelt development — species, width of plantat ions, planning schedule, etc., in accordance to CPCB published guidelines.


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.



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.


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.


74. Phase wise project implementation schedule with bar chart and time frame, in terms of site development, infrastructure provision, EMS implementation etc.


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

-



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.



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


ADDITIONAL TOR


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.


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


71.

4. PP shall furnish status of all the applicable rules, acts,

regulation, clearances in a tabular form.


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.



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.




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


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.



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.

[1-1]

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.


[1-2]

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.


[1-3]

Figure No. 1.1: Location Map

Figure No. 1.2: Short View


[1-4]

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.


[1-5]

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


[2-1]

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



[2-2]

Sr. No.


4. Methyl Cobalamine

13422-55-4


5. Modafinil 68693-11-8


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


11. Febuxostat 144060-

53-7 Pharma Intermediates / API

12. Glimipride 93479-97-1


13. Sitagliptine Phosphate

65671-78-0


14. Carboplatin 41575-94-4


15. Cisplatin 15663-27-1


16. Cilostazol 73963-72-1


17. NebvilolHCl 169293-50-9


18. Larcanidipine Hydrochloride

132866-11-6


19. Candesartan Cilexetil

139481-59-7


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.


[2-3]

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


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


[2-4]

Sr. No.




Quantity (MT/Month)


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


[2-5]

Sr. No.




Quantity (MT/Month)



(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


[2-6]

Sr. No.




Quantity (MT/Month)


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


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


EBC-III 139481-69-9 -- 47.66 47.66 Acetone -- 508.48 508.48


[2-7]

Sr. No.




Quantity (MT/Month)


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


[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


[2-9]


Formula



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 -- -- -- --


[2-10]


Formula



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


[2-11]


Formula



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


[2-12]


Formula



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 --


[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


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


[2-14]



Storage Capacity


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


29. Dicyclohexyl carbodiimide

C6H

11=C=

NC6H


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


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


38. Gadolinium Oxide Gd2O

3 Solid Bags / Fiber 1 MT Truck


[2-15]



Storage Capacity


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


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


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


[2-16]



Storage Capacity


Isoporpyl Ethyl Amine

57. Ortho Phosphoric Acid

H3PO


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


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


66. Potassium Chloride KCl Solid Bags 1 MT Truck

67. Potassium Tetrachloroplatinate

K2PtCl


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


79. Sulphur Mono Chloride

S2Cl

2 Liquid Drum/ Carboy 1 MT Truck


[2-17]



Storage Capacity


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


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


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


[2-18]



Storage Capacity


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


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


[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


[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


[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:


[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


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.


[2-23]

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.


[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



[2-25]

6. METFORMIN HYDROCHLORIDE


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)


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.


[2-26]

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)


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:


[2-27]

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


9. TRI CHLORO ACETYL CHLORIDE (TCAC)


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:


[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



10. GADOPENTETIC ACID


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



[2-29]

11. FEBUXOSTATE (2 - (3 – CYANO – 4 - ISOBUTOXYPHENYL) – 4 – METHYL - 1, 3 – THIAZOLE – 5 – CARBOXYLIC ACID)


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


[2-30]

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:


[2-31]

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


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


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



[2-32]

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:


[2-33]

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



[2-34]

14. CARBOPLATIN


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:


[2-35]

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


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.


[2-36]

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


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


[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



[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


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.


[2-40]

Chemical Reaction:


[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


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.


[2-43]

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:


[2-44]

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



[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


19. CANDESARTAN CILEXETIL


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.


[2-46]

Chemical Reaction:


[2-49]

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



[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


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



[2-51]

20. BETAHISTINE DIHYDROCHLORIDE


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:


[2-52]

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


21. MEMANTINE HCL


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:


[2-53]

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


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


[2-56]

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.


[2-57]

2.3 PROJECT DESCRIPTION

2.3.1 Drawings Showing Layout Plan

Figure No. 2.1: Drawing Showing Layout Plan


[2-58]

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


[2-59]

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


[2-60]

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)


[2-61]

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


[2-62]

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


[2-65]

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.


[2-67]

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.


[2-68]

(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


[2-69]

Sr. No.

Type of Hazardous

waste


Category Quantity


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,


[2-70]

Sr. No.

Type of Hazardous

waste


Category Quantity


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.


[2-71]

Sr. No.

Type of Hazardous

waste


Category Quantity


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)


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


[2-72]

Sr. No.

Type of Hazardous

waste


Category Quantity


(through GPS monted vehicles) & Disposal by selling to Authorized end useras per Haz. Waste Rule-9 and after getting prior permission from GPCB.


[2-74]

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


[3-1]

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.


[3-2]

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


[3-3]

(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.


[3-4]

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)


[3-5]

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


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


[3-6]

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


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


Windrose: The wind rose diagram (as available with IMD, Surat) for the period of January 2016 – December

2016 is attached in Annexure – 4.


[3-7]

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


[3-8]

Figure No. 3.2: Site Specific Pre-dominant Wind Rose Diagram for March, April & May 2017


[3-9]

..

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.


[3-10]

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


[3-11]

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.


[3-20]

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


[3-21]

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


Figure No. 3.4(D): Graphical Representation of NOX Concentration


[3-22]

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.


[3-23]

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


[3-24]

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.


[3-25]

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.


[3-26]

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


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


[3-31]

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.


[3-32]

Table No. 3.10: Details of Soil Sampling Location

Sr. No.

Name of the Village


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


[3-34]

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


[3-35]

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.


[3-36]

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


[3-37]

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


[3-39]

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


[3-40]

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”.


[3-41]

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.


[3-42]

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.


[3-43]

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.


[3-44]

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


[3-45]

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)


[3-46]

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.


[3-47]

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


[3-48]

Table No. 3.15: Details of EB Sampling Location

Sr. No.

Name of the Village


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


[3-49]

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.


[3-51]

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


[3-52]


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.


[3-53]

Table No. 3.17: Population Details


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


[3-54]

Table No. 3.18: Scheduled Castes and Scheduled Tribes


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%.


[3-55]

Table No. 3.19: Literacy Details


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%).


[3-56]

Table No. 3.20: Occupational Layouts


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


[3-57]

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.

https://en.wikipedia.org/wiki/Municipality

https://en.wikipedia.org/wiki/Bharuch_district

https://en.wikipedia.org/wiki/Gujarat


[4-1]

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.


[4-3]

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.


[4-4]

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.


[4-5]

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:


[4-6]

ISOPLETHS OF PM

ISOPLETHS OF SO2


[4-9]

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


[4-11]

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.


[4-12]

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.


[4-13]

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.


[4-14]

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.


[4-15]

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.


[4-16]

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.


[4-17]

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.


[4-18]


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.


[4-19]


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.


[5-2]

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.


[6-1]

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.


[6-2]

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


[8-1]

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.


[8-2]

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.



Status No. of Workers


Total 60 07 67


[9-1]

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.


[10-1]

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.


[10-2]

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.


[10-3]

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.


[10-5]

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.


[10-6]

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


[10-7]

of all other physical infrastructures, the topography of land and land use pattern of

surrounding area will not change.


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.


[10-8]


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.


[10-9]

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.


[10-10]

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%).


[10-11]

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.


[10-12]

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.


[10-13]

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


[10-14]

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.


[10-15]

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



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



Once in a six month

As per GPCB/MoEFCC specifications

5. Wastewater Quality (Raw & Treated Effluent)





As per Factory Act



[10-16]

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


[10-17]

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


[10-18]

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.


[10-19]

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.


[10-20]

10.12 ENVIRONMENT POLICY

The environment policy of the unit is as under;


[11-1]

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.


[11-2]

List of existing & proposed products to be manufactured is as mentioned below;

List of Product

Sr. No.


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


2. Lauryl Pyridinium Chloride 104-74-5 Pharma Intermediates / API

3. Cilnidipine 132203-70-4



13422-55-4


5. Modafinil 68693-11-8


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


11. Febuxostat 144060-

53-7 Pharma Intermediates / API

12. Glimipride 93479-97-1



65671-78-0


14. Carboplatin 41575-94-4


15. Cisplatin 15663-27-1


16. Cilostazol 73963-72-1 Pharma Intermediates / API


[11-3]

Sr. No.


17. NebvilolHCl 169293-50-9



132866-11-6



139481-59-7


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;


[11-4]

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


[11-5]

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)


[11-6]

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


[11-7]

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


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


[11-8]

Sr. No.

Type of Hazardous

waste




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.


[11-9]

Sr. No.

Type of Hazardous

waste




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)


11. Mother Liquor of MCA (40–45 %)

Process (Product No. 7)

28.4 -- 648.00 648.00 Collection, Storage, Transportation (through GPS


[11-10]

Sr. No.

Type of Hazardous

waste




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)


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).


[11-11]

Employment Generation:



No. of Workers


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.


[11-12]

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


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



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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.


[11-17]

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:


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.


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.


[11-20]

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:


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



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



Once in a six month

As per GPCB/MoEFCC

specifications 5. Wastewater Quality (Raw & Treated

Effluent)





As per Factory Act


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.


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.


[12-1]

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.

Documents

Environmental Impact Assessment & Environmental ...environmentclearance.nic.in/writereaddata/EIA/271120190Q...Landuse Categories within 10 Km Buffer zone and their Spatial Extent 3-39