Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga ENVIRONMENTMIDC, Dist. Raigad, IMPACT ASSESSMENT REPORT Baseline Study Period March to May 2018

Proposed manufacturing unit for production of food preservatives At Plot No E - 73, Additional Patalganga MIDC, Tal. , Dist. Raigad, and Maharashtra.

Fine Organic Industries Limited

ENVIRONMENT CONSULTANT AND LABORATORY

MITCON CONSULTANCY AND ENGINEERING SERVICES LTD. Environment Management and Engineering Division (NABET accredited consultant organization) Agriculture Campus, Shivajinagar, Pune 411005, Tel. 020-66289400/407

EME/CS/FOIL/2018-19/101/MITCON R00Consultancy Date: 2&5/10/2018 Engineering Services Ltd.

Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

CONTENTS

DECLARATION BY EXPERTS INVOLVED IN PREPARATION OF EIA REPORT ...... A TOR COMPLIANCE ...... I CHAPTER I: INTRODUCTION ...... 1 1.1 PURPOSE OF THE REPORT ...... 1 1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT ...... 1 1.3 EIA CONSULTANT ...... 2 1.4 BRIEF DESCRIPTION OF THE PROJECT ...... 3 1.4.1 Nature and size of the project...... 3 1.4.2 Location of the project ...... 3 1.5 IMPORTANCE TO COUNTRY REGION...... 4 1.6 APPLICABLE ENVIRONMENTAL ACTS & RULES ...... 5 1.7 CHRONOLOGY OF THE PROJECT ...... 6 1.8 OBJECTIVE AND SCOPE OF STUDY ...... 6 1.8.1 The steps of EIA ...... 7 1.9 CONCLUSION ...... 11 CHAPTER II: PROJECT DESCRIPTION ...... 12 2.1 PROJECT LOCATION ...... 12 2.1.1 Description of the Site ...... 12 2.2 SIZE AND MAGNITUDE OF THE PROJECT OPERATION ...... 16 2.3 PROJECT DESCRIPTION WITH PROCESSES DETAILS ...... 17 2.4 RESOURCE REQUIREMENT ...... 22 2.4.1 Chemical Requirement ...... 22 2.4.2 Product Details ...... 22 2.4.3 Power requirement ...... 22 2.4.4 Fuel ...... 23 2.4.5 Water requirement ...... 23 2.4.6 Man Power Requirement ...... 24 2.4.7 Utilities Details ...... 24 2.4.8 List of Machinery and Equipment’s ...... 24 2.5 ENVIRONMENT ASPECTS ...... 25 2.6 SCHEMATIC REPRESENTATION OF THE FEASIBILITY DRAWING ON INFORMATION OF EIA PURPOSE ...... 26 2.7 PROJECT IMPLEMENTATION SCHEDULE ...... 26 2.8. ENVIRONMENTAL CLEARANCE PROCESS CHRONOLOGY ...... 26 2.9 PROJECT COST ESTIMATE ...... 26 2.10 CONCLUSION ...... 27 CHAPTER III: DESCRIPTION OF THE ENVIRONMENT ...... 28 3.1 ENVIRONMENTAL PARAMETERS ...... 28 3.2 STUDY PERIOD ...... 28 3.3 FREQUENCY OF MONITORING ...... 28 3.4 STUDY AREA ...... 30 3.5 PHYSIOGRAPHY ...... 33 3.5.1 Geology ...... 33 3.5.2 Hydrology ...... 33 i MITCON Consultancy & Engineering Services Ltd.

Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.5.3 Topography ...... 35 3.6 LAND USE PATTERN ...... 36 3.6.1 Land Cover of the study area ...... 36 3.7 SEISMOLOGY ...... 39 3.8 CLIMATIC CONDITION & METEOROLOGY ...... 40 3.8.1 Methodology ...... 40 3.8.2 Average Meteorological Condition (Source: IMD) ...... 40 3.8.3 Temperature ...... 41 3.8.4 Relative Humidity ...... 41 3.8.5 Precipitation ...... 42 3.8.6 Wind Speed and Wind Direction ...... 42 3.9 AMBIENT AIR QUALITY ...... 43 3.10 AMBIENT NOISE MONITORING ...... 47 3.11 WATER QUALITY ...... 50 3.11.1 Surface Water ...... 51 3.11.2 Ground water sampling location & Frequency ...... 51 3.12 SOIL ENVIRONMENT ...... 57 3.13 ECOLOGY BIODIVERSITY ...... 60 3.13.1 Flora ...... 60 3.13.2 Faunal Studies ...... 66 3.13.3 Cropping Pattern ...... 74 3.14 SOCIO-ECONOMIC ENVIRONMENT ...... 75 3.14.1 Demography of the Taluka ...... 78 3.14.2 Health Status ...... 81 3.14.3 Cultural and aesthetic attributes ...... 81 3.14.4 Infrastructure resource base ...... 81 3.15 EXISTING INDUSTRIES IN THE STUDY AREA ...... 83 3.17 CONCLUSION ...... 85 CHAPTER IV: IMPACT ASSESSMENT AND MITIGATION MEASURES ...... 87 4.1 IDENTIFICATION OF THE IMPACTS ...... 87 4.2 IMPACT IDENTIFICATION ...... 89 4.2.1 During construction and commissioning phase ...... 89 4.2.2 During operation phase ...... 94 4.3 IMPACT ASSESSMENT MATRIX ...... 109 4.3.1 Conclusion of impact matrix assessment ...... 115 4.4 SUMMARY OF ANTICIPATED IMPACTS AND PROPOSED MITIGATION MEASURES ...... 115 4.5 CONCLUSION ...... 116 CHAPTER V: ALTERNATIVE ANALYSIS ...... 117 5.1 SITE SELECTION ...... 117 5.2 TECHNOLOGY ALTERNATIVES ...... 118 5.3 CONCLUSION ...... 118 CHAPTER VI: ENVIRONMENT MONITORING PROGRAM ...... 119 6.1 IMPORTANCE OF POST ENVIRONMENT MONITORING ...... 119 6.2 ENVIRONMENT ASPECTS TO BE MONITORED ...... 119 6.2.1 Ambient Air and Stack Monitoring ...... 119 6.2.2 Water and waste water quality ...... 120 6.2.3 Soil and Solid/ Hazardous Waste ...... 120 MITCON Consultancy & Engineering Services Ltd. ii

Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

6.2.4 Noise monitoring...... 120 6.2.5 Occupational health and safety ...... 121 6.3 ENVIRONMENT MONITORING PLAN ...... 121 6.3.1 Environmental Monitoring During Project Construction Stage ...... 121 6.3.2 Monitoring during Operational Phase ...... 123 6.3.3 Monitoring methodologies ...... 125 6.4 REPORTING AND DOCUMENTATION ...... 126 6.5 FORMULATION OF ENVIRONMENT MANAGEMENT CELL (EMC) ...... 126 6.6 BUDGETARY PROVISION FOR ENVIRONMENT MANAGEMENT ...... 127 6.7 CONCLUSION ...... 128 CHAPTER VII: ADDITIONAL STUDIES ...... 129 7.1 PUBLIC CONSULTATION ...... 129 7.2 REHABILITATION & RESETTLEMENT PLAN (R & R PLAN) ...... 129 7.3 RISK ASSESSMENT & HAZOP STUDY ...... 129 7.3.1 Scope of work ...... 130 7.3.2 Methodology ...... 130 7.3.3 Site activity ...... 130 7.3.4 Identification of Hazards ...... 132 7.3.5 Relative ranking ...... 133 7.3.6 Mond Index ...... 133 7.3.7 Compatibility /Reactivity Hazard ...... 134 7.3.8 Transformation hazards ...... 135 7.3.9 Preliminary Hazard Analysis ...... 135 7.3.10 HAZOP Study ...... 136 7.3.11 Identified Hazards ...... 136 7.3.12 Consequence Analysis ...... 137 7.3.13 Frequency Analysis ...... 138 7.3.14 Impact Assessment ...... 139 7.3.15 Thermal Radiation Impact ...... 141 7.3.16 Risk estimation ...... 144 7.3.17 Societal Risk ...... 145 7.4 CONCLUSION ...... 148 CHAPTER VIII: PROJECT BENEFITS ...... 150 8.1 PROPONENT APPROACH TOWARDS THE PROJECT ...... 150 8.2 PROJECT BENEFITS ...... 150 8.3 SOCIAL BENEFITS ...... 150 CHAPTER IX: ENVIRONMENT COST BENEFIT ANALYSIS ...... 151 9.1 ENVIRONMENTAL BENEFITS ...... 151 9.2 CONCLUSION ...... 151 CHAPTER X: ENVIRONMENT MANAGEMENT PLAN ...... 152 10.1 INTRODUCTION ...... 152 10.2 ENVIRONMENTAL MANAGEMENT DURING CONSTRUCTION PHASE ...... 153 10.2.1 Site preparation ...... 153 10.2.2 Noise ...... 154 10.2.3 Construction equipment and waste ...... 154 10.2.4 Site security ...... 154

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

10.3 ENVIRONMENT MANAGEMENT PLAN FOR OPERATION PHASE ...... 155 10.3.1 Air Pollution Management ...... 155 10.3.2 Noise Pollution Management ...... 156 10.3.3 Water and Waste Water Management ...... 157 10.3.4 Solid hazardous waste management ...... 159 10.3.5 Greenbelt Development ...... 159 10.3.6 Rainwater Harvesting Plan ...... 162 10.3.7 Occupational Health and Safety (OHS) ...... 166 10.3.8 Socioeconomic Development ...... 167 10.4 ENVIRONMENT MANAGEMENT CELL (EMC) ...... 168 10.5 POST CLEARANCE MONITORING PROTOCOL ...... 170 10.6 ENVIRONMENT MANAGEMENT PLAN IMPLEMENTATION SCHEDULE ...... 170 10.7 ENVIRONMENT MANAGEMENT COST ...... 174 10.8 CONCLUSION ...... 175 CHAPTER XI: SUMMARY AND CONCLUSION ...... 176 11.1 SALIENT FEATURES OF THE PROJECT ...... 176 11.2 PROJECT DESCRIPTION ...... 176 11.3 DESCRIPTION OF ENVIRONMENT ...... 179 11.4 ANTICIPATED ENVIRONMENT IMPACT ...... 181 11.5 ALTERNATIVE ANALYSIS ...... 182 11.6 ENVIRONMENTAL MONITORING ...... 182 11.7 ADDITIONAL STUDIES ...... 182 11.8 PROJECT AND ENVIRONMENTAL COST BENEFITS ...... 182 11.9 ENVIRONMENTAL MANAGEMENT PLAN (EMP): ...... 183 11.10 CONCLUSION ...... 187 CHAPTER XII: DISCLOSURE OF CONSULTANT ...... 189 12.1 BACKGROUND OF THE ORGANIZATION ...... 189 12.2 ENVIRONMENTAL MANAGEMENT AND ENGINEERING DIVISION (EME) ...... 189 12.3 NABET ACCREDITATION ...... 191 12.4 KEY PERSONNEL’S ENGAGED IN PREPARATION OF EIA REPORT ...... 191

Table

Table No. 1.1. Chronology of the environmental clearance process ...... 6 Table No. 1.2. EIA Structure ...... 8 Table No. 2.1. Area statement ...... 13 Table No. 2.2. Magnitude of project operation ...... 16 Table No. 2.3. Major Raw materials and its storage & Mode of Transportation ...... 22 Table No. 2.4. Details of product and its storage ...... 22 Table No. 2.5. Fuel Consumption ...... 23 Table No. 2.6. Water Balance ...... 23 Table No. 2.7. List of Machinery and equipment’s ...... 24 Table No. 2.8. Summary of anticipated waste emissions and its disposal ...... 25 Table No. 2.9. Environment Management Cost ...... 27 Table No. 3.1. Environmental Parameter & Frequency of Monitoring ...... 29

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Table No. 3.2. Environmental Setting ...... 30 Table No. 3.3. Land use land cover statistics of the study area ...... 37 Table No. 3.4. Average of meteorological data ...... 40 Table No. 3.5. Average of the site-specific meteorological data (March 18 to May 18) ..... 41 Table No. 3.6. Methodology for AAQM ...... 43 Table No. 3.7. Air sampling locations ...... 44 Table No. 3.8. Ambient Air analysis results ...... 46 Table No. 3.9. Noise Level Monitoring Locations ...... 48 Table No. 3.10. Results of noise monitoring half day ...... 50 Table No. 3.11. Surface water sampling locations ...... 51 Table No. 3.12. Ground water sampling locations ...... 52 Table No. 3.13. Results of surface water sampling ...... 54 Table No. 3.14. Results of ground water sampling ...... 55 Table No. 3.15. Soil sampling locations ...... 57 Table No. 3.16. Results of soil sampling ...... 59 Table No. 3.17. Ecological Sampling Location ...... 62 Table No. 3.18. List of species recorded in the study area during the Study ...... 62 Table No. 3.19. List of Trees, Shrub, Climber, and Herbs reported at Karnala WLS ...... 65 Table No. 3.20. Faunal species observed during field visit ...... 67 Table No. 3.21. Ave species observed during field visit ...... 68 Table No. 3.22. Birds reported in the Karnala Wild Life Sanctuary ...... 69 Table No. 3.23. Checklist of Prominent Mammals in the Study Area ...... 73 Table No. 3.24. Major Crops of the region ...... 74 Table No. 3.25. Village’s wise demography at a glance within 10 km Study Area ...... 78 Table No. 4.1. Environmental parameter for impact identification ...... 88 Table No. 4.2. Construction and commissioning phase impact matrix ...... 89 Table No. 4.3. Impact prediction and proposed mitigation majors for land environment .. 90 Table No. 4.4. Impact prediction and proposed mitigation majors for air environment ..... 91 Table No. 4.5. Impact prediction and proposed mitigation majors for noise environment 91 Table No. 4.6. Impact prediction and proposed mitigation majors for water environment 92 Table No. 4.7. Impact prediction and proposed mitigation majors for Ecological environment 93 Table No. 4.8. Impact prediction and proposed mitigation majors for social environment 94 Table No. 4.9. Operation phase impact matrix impact assessment ...... 95 Table No. 4.10. Impact prediction and proposed mitigation majors for Soil environment.. 96 Table No. 4.11. Impact prediction and proposed mitigation majors for Air Environment ... 97 Table No. 4.12. Stack height details ...... 101 Table No. 4.13. Impact prediction and proposed mitigation majors on Noise Environment ...... 103 Table No. 4.14. Composition of waste water generated ...... 104 Table No. 4.15. Impact prediction and proposed mitigation majors for Water Environment ...... 105 Table No. 4.16. Identification of impacts & mitigation measures for Ecological environment ...... 107 Table No. 4.17. Identification of impacts & mitigation measures for socio-economic environment ...... 108 Table No. 4.18. Impact Matrix of Proposed Project ...... 111

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Table No. 4.19. Impacts and mitigation measures ...... 115 Table No. 6.1. Environmental monitoring during project- Construction Stage...... 121 Table No. 6.2. Environmental monitoring schedule during Operation ...... 124 Table No. 6.3. Methodology of environmental monitoring ...... 125 Table No. 7.1. List of Products for Environmental Clearance ...... 130 Table No. 7.2. Hazardous Waste ...... 131 Table No. 7.3. Inventory ...... 131 Table No. 7.4. Inventory Level (Tank Farm) ...... 131 Table No. 7.5. Flammability Hazards (Top Five) ...... 132 Table No. 7.6. Toxicity Hazards (Top Five) ...... 132 Table No. 7.7. Reactivity Hazards (Top Five) ...... 132 Table No. 7.8. Applicability of MSIHC Rules 1989 ...... 132 Table No. 7.9. Dow F & E index ...... 133 Table No. 7.10. Mond Index ...... 133 Table No. 7.11. Compatibility /Reactivity Hazard Chart ...... 134 Table No. 7.12. Transformation If any which could occur ...... 135 Table No. 7.13. Table 7.13: Nodes of HAZOP Study ...... 136 Table No. 7.14. Top Ten –Identified Hazards ...... 136 Table No. 7.15. Down Wind Affect Distance ...... 138 Table No. 7.16. Down Wind Affect Distance ...... 138 Table No. 7.17. Event Failure Frequency...... 139 Table No. 7.18. Fatal Thermal Radiation Exposure Levels ...... 142 Table No. 7.19. Effects of Thermal radiation on unprotected skin...... 143 Table No. 7.20. Effect of Blast Pressure Wave ...... 144 Table No. 7.21. Individual Fatality Criteria ...... 144 Table No. 7.22. Individual Risk Results* ...... 145 Table No. 10.1. Utility emission...... 156 Table No. 10.2. Fugitive emissions ...... 156 Table No. 10.3. Solid waste generation and disposal ...... 159 Table No. 10.4. Planned Schedule for greenbelt development ...... 160 Table No. 10.5. List of Plant Species for Plantations ...... 161 Table No. 10.6. Incremental Run off due to project development ...... 163 Table No. 10.7. CER Activity Action Plan ...... 167 Table No. 10.8. Environment Monitoring Cell and its responsibilities ...... 168 Table No. 10.9. EMP implementation phases during Construction ...... 172 Table No. 10.10. EMP implementation phases during Operation ...... 172 Table No. 10.11. EMP Cost Bifurcation ...... 174 Table No. 11.1. Project description in brief ...... 176 Table No. 11.2. Frequency of primary data collection and its results ...... 180 Table No. 12.1. Experts engaged in the EIA report ...... 191 Figure Figure No. 2.1. Location of Project ...... 12 Figure No. 2.2. Google Image with Geo-graphical coordinates ...... 13 Figure No. 2.3. Plant Layout ...... 15 Figure No. 2.4. Photographs of proposed project site ...... 16

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 2.5. Manufacturing flow chart of calcium propionate/ calcium acetate / sodium propionate/potassium propionate by spray drying method ...... 18 Figure No. 2.6. Mass balance of calcium propionate (CP) ...... 19 Figure No. 2.7. Mass balance of sodium propionate (SP) ...... 19 Figure No. 2.8. Mass balance of calcium acetate (CA) ...... 20 Figure No. 2.9. Mass balance of potassium propionate (PP) ...... 20 Figure No. 2.10. Calcium Propionate Manufacturing Process by mixing process ...... 21 Figure No. 3.1. Toposheet of the 10 km Study Area ...... 31 Figure No. 3.2. Satellite Image of the study area ...... 32 Figure No. 3.3. Drainage map of the study area ...... 34 Figure No. 3.4. Digital elevation of 10 km study area ...... 35 Figure No. 3.5. Land Use Land cover of 10 km study area ...... 38 Figure No. 3.6. Seismic zone map ...... 39 Figure No. 3.7. Wind rose diagram and Frequency class distribution for the period March to May 2018 ...... 42 Figure No. 3.8. Ambient Air Quality Monitoring Locations ...... 45 ...... 49 Figure No. 3.9. Noise sampling Locations ...... 49 Figure No. 3.10. Surface and ground water sampling Locations ...... 53 ...... 58 Figure No. 3.11. Soil sampling location ...... 58 Results ...... 59 Figure No. 3.12. Glimpses of Karnala Wild Life Sanctuary ...... 64 Figure No. 3.13. Photographs during baseline data collection ...... 86 Figure No. 4.1. Spatial distribution of 24-hour average SO2 conc. (g/m3) ...... 101 ...... 102 Figure No. 4.2. Spatial distribution of 24-hour average NO2conc. (g/m3) ...... 102 ...... 106 Figure No. 4.3. ETP-STP hydraulic flow diagram ...... 106 Figure No. 6.1. Environment Management Cell ...... 127 Figure No. 7.1. Event Tree ...... 138 Figure No. 7.2. Marplot: Vulnerable Zone: Acetic acid release ...... 139 Figure No. 7.3. Marplot: Vulnerable zone: Acetic acid release ...... 140 Figure No. 7.4. Marplot: Vulnerable Zone: Propionic Acid Release ...... 141 Figure No. 7.5. Marplot: Vulnerable Zone: Acetic Acid Pool Fire ...... 142 Figure No. 7.6. Marplot: Vulnerable Zone: Propionic Acid Pool Fire ...... 142 Figure No. 7.7. Marplot: Vulnerable Zone: Acetic acid Pool fire ...... 145 Figure No. 7.8. Disaster Management Plan ...... 147 Figure No. 7.9. Rainwater harvesting and storm water drainage plan ...... 165 Figure No. 7.10. Environment Monitoring Cell ...... 168 Figure No. 11.1. Manufacturing flow chart of Calcium Propionate/ Calcium Acetate / Sodium Propionate by spray drying method ...... 178 Figure No. 11.2. Manufacturing flow chart of Calcium Propionate/ Calcium Acetate / Sodium Propionate by mixing method ...... 179

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

List of Annexures

Annexure No. Name

Annexure I ToR letter Annexure II MIDC Land transfer letter Annexure III MSDS Annexure IV Wild life sanctuary map Annexure V NBWL application copy Annexure VI QRA and HAZOP study report Annexure VII Correspondence with MOEFCC 1. Public hearing exemption clarification letter submission 2. Addition of product keeping same total production capacity+ project Title change intimation to EAC

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

DECLARATION BY EXPERTS INVOLVED IN PREPARATION OF EIA REPORT

Proposed manufacturing unit for production of Food Preservatives at Plot no E - 73, Additional Patalganga MIDC, Dist Raigad, Maharashtra, .

I, hereby certify that I was a part of the EIA team in the following capacity that developed the above EIA.

EIA Coordinator

Signature & Date: 26.10.2018

Name : Mr. Sanjay Shevkar

Period of involvement : December 2017 to till date Contact information : MITCON Consultancy and Engineering Services Ltd. Environment Management & Engineering Division Agriculture College Campus, Next to DIC office, Shivaji Nagar, Pune. 411 005, Maharashtra (India) Tel: +91-20-662894 Fax No. +91-20-25521607 Email: [email protected] Functional Area Experts Name of Functional S. the Area Involvement (Period & Task) Signature & Date No. expert/s 1. Dr. EB & SC December 2017 to till date, Baseline Sandeep Survey & preparation of EIA EMP report Jadhav Study of flora and fauna in the 10 km area/ Interpretation of observations, identification of impact and proposing mitigation measures, preparation of green belt development plan and formulation of EMP. Soil study and data interpretation of laboratory results. Impact predictions and suggesting of mitigation measures.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Name of Functional S. the Area Involvement (Period & Task) Signature & Date No. expert/s 2. Mr. EB and December 2017 to till date to till date, Shrikant Assisting Baseline Survey & preparation of EIA Kakade in WP EMP Study of flora and fauna in the 10 km area/ Interpretation of observations, identification of impact and proposing mitigation measures, preparation of green belt development plan and formulation of EMP. Writing, inputs Water & social aspects. 3. Mr. Sanjay AP,WP December 2017 to till date Shevkar Identification of air and wastewater sources, emission generation, observations, identification of impact if any and proposing mitigation measures 4. Dr. AQ, SHW Jan 2018 to till date Hemangi Study of air pollution sources, N. meteorological condition, air quality Nalavade modeling. Solid waste generation and it sources, observations, identification of impact, data interpretation and proposing mitigation measures. 5. Mr. Sunil NV Jan 2018 to till date Natu Identification of Noise Pollution, identification of impact if any and proposing mitigation measures 6. Mr. Nikhil FAA- AP, March 2018 to till date Chavan WP Assisting to AP and WP

7. Mr. SE January 2018 to till date Ganesh Data collection, interpretation and Khamgal impact assessment. . 8. Dr. Nitin HG & GEO January 2018 to till date Karmalkar Baseline Survey, Interpretation of data. 9. Ananat LU January 2018 to till date Gadre Baseline Survey, Report Preparation with respect to impact assessment due to proposed project.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Name of Functional S. the Area Involvement (Period & Task) Signature & Date No. expert/s 10. Mr. Chetan ISW January 2018 to till date Baseline Survey, Report Preparation Patil with respect to impact assessment due to proposed

11. Mr. Aniket RH April 2018 to till date Taware Assisting in Risk assessment and its report preparation

Declaration by the Head of the Accredited Consultant Organization I, Dr. Sandeep Jadhav (Executive Vice President & Head, EME Division) hereby, confirm that the above mentioned experts involved in Environmental Impact Assessment of Proposed manufacturing unit for production of Food Preservatives at Plot no E - 73, Additional Patalganga MIDC, Dist Raigad, Maharashtra, India.

I also confirm that I shall be fully accountable for any misleading information mentioned in this statement

Signature:

Name Dr. Sandeep Jadhav Designation Executive Vice President & Head, EME Division EIA Consultant Organization MITCON Consultancy and Engineering Services Ltd

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

ToR Compliance

ToR Letter No. IA - J-11011/47/2018-IA-II (I) Dated 22 Mar 2018

A. STANDARD TERMS OF REFERENCE Sr. Awarded ToR’s Compliance No. 1. Executive Summary It is attached as a separate chapter to the EIA/ EMP report. Chapter No. 11 Summary and Conclusion 2. Introduction i. Details of the EIA Consultant Mitcon Consultancy and Engineering Services including NABET accreditation Ltd., is a NABET accredited consultant organization ‘A’ (NABET/EIA/1720/RA0075). ii. Information about the project Refer Chapter No. 1 proponent Section 1.2 Identification of project & project proponent iii. Importance and benefits of the Please refer Chapter No. 1, Section 1.5 project Importance to country region and Chapter No. 8 Project Benefits 3. Project Description i. Cost of project and time of Cost : Approx. 52.96 Cr. completion. Completion Period : 12 months from date of grant of Environmental clearance ii. Products with capacities for the For details Please refer Chapter No.2 Section proposed project. 2.4.2 Product Details Sr. Batch Capacity Name Of Products No. Size MT MTPA Spray Drying method 1.1 Calcium Propionate and/or 2.950 1.2 Sodium Propionate and /or 4.500 10,000 1.3 Calcium acetate 3.160 1.4 Potassium propionate 5.200 Mixing method 2.1 Calcium Propionate 4.080 15,000 TOTAL - 25000

iii. If expansion project, details of Not Applicable existing products with capacities and whether adequate land is available for expansion, reference of earlier EC if any. iv. List of raw materials required Please refer Chapter No. 2 and their source along with Section 2.4 Resource Requirement, Sub mode of transportation. Section 2.4.1 Chemical Requirement Table No. 2.3. Major Raw materials and its storage & transportation

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. v. Other chemicals and materials Please refer Chapter No. 2 required with quantities and Section 2.4 Resource Requirement, Sub storage capacities Section 2.4.1 Chemical Requirement vi. Details of Emission, effluents, Particulate Matter (PM), SO2 & NOx are main hazardous waste generation and pollutants being/to be emitted from stacks their management. (3 Thermopac with adequate 39.5 m stack height each) Total effluent generation will be 75.02 CMD; out of that 70 CMD will be recycled in the process. Other domestic effluent and process, lab effluent will be treated in proposed ETP of 5 CMD capacity vii. Requirement of water, power, Water Requirement : The total water with source of supply, status of requirement is about 220 CMD for domestic, approval, water balance process, cooling and gardening purpose diagram, man-power (Source MIDC) requirement (regular and Power : 2000 kVA (Source MSEDCL grid) contract) Man Power : During Construction: 50 to 60 Nos. During Operation: 80 Nos. For Please refer Chapter No. 2 Section 2.4 Resource Requirement, Sub Section 2.4.1 to 2.4.8 viii. Process description along with Please refer Chapter No. 2 Section 2.3 Project major equipment’s and Description with Processes Details machineries, process flow sheet (quantitative) from raw material to products to be provided ix. Hazard identification and Please Refer QRA and HAZOP Study details of proposed safety systems. Expansion/modernization proposals: a. Copy of all the Environmental Not Applicable Clearance(s) including Amendments thereto obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing /existing operation of the project from SPCB shall be attached with the EIA-EMP report. b. In case the existing project has Not Applicable not obtained environmental clearance, reasons for not taking EC under the provisions of the EIA Notification 1994 and/or EIA Notification 2006 shall be provided. Copies of Consent to Establish/ No Objection Certificate and Consent to Operate (in case of units operating prior to EIA Notification 2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliance report to the conditions of consents from the SPCB shall be submitted. 4. Site Details i. Location of the project site Please refer Chapter No. 1 covering village, Taluka/ Section 1.4 Brief Description of the Project Tehsil, District and State, Sub Section 1.4.1 Nature and size of the Justification for selecting the project & 1.4.2 Location of the project site, whether other sites were considered. ii. A toposheet of the study area Map of study area of 10 km radius marked on of radius of 10 km and site Toposheet is given in Chapter No. 3, Figure location on 1:50,000/1:25,000 No. 3.1 scale on an A3/A2 sheet. Environmental Setting Refer Table No. 3.2. (including all eco-sensitive Environmental Setting areas and environmentally sensitive places)

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. iii. Details w.r.t. option analysis Analysis for selection of site information is for selection of site given in Chapter No. 5 iv. Co-ordinates (lat-long) of all Co-ordinates (lat-long) of all corners of the four corners of the site. site are A: 18.875794°N, 73.163042°E B: 18.875263° N, 73.164130°E C: 18.874294°N, 73.163590°E D: 18.874591°N, 73.163003°E v. Google map-Earth Please refer Chapter No. 3 downloaded of the project Figure No. 3.2 Satellite Image of the Study site. Area vi. Layout maps indicating Please refer Chapter No. 2 existing unit as well as Figure No. 2.3. Plant Layout proposed unit indicating storage area, plant area, greenbelt area, utilities etc. If located within an Industrial area/Estate/Complex, layout of Industrial Area indicating location of unit within the Industrial area/Estate. vii. Photographs of the proposed Please refer Chapter No. 2 and existing (if applicable) Figure No. 2.4. Photographs of proposed plant site. If existing, show project site photographs of plantation/greenbelt, in particular. viii. Land use break-up of total Please refer Chapter No. 3 land of the project site Section 3.6 Land Use Pattern (identified and acquired), 3.6.1 Land Cover of the study area government/ private - agricultural, forest, wasteland, water bodies, settlements, etc shall be included. (not required for industrial area) ix. A list of major industries with Refer Chapter No. 3, Section 3.15 Existing name and type within study Industries In The Study Area area (10 km radius) shall be incorporated. Land use details of the study area x. Geological features and Geo- Please Refer Chapter No. 3, Section hydrological status of the 3.5 Physiology study area shall be included.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. Sub Section 3.5.1 Geology, 3.5.2 Hydrology and 3.5.3 Topography xi. Details of Drainage of the Please Refer Chapter No. 3, Section project up to 5km radius of 3.5 Physiology study area. If the site is within 1 Sub Section 3.5.2 Hydrology Figure km radius of any major river, No. 3.3 Drainage Map of the Stud peak and lean season river Area discharge as well as flood occurrence frequency based on peak rainfall data of the past 30 years. Details of Flood Level of the project site and maximum Flood Level of the river shall also be provided. (mega green field projects) xii. Status of acquisition of land. If The total land is in possession with acquisition is not complete, management stage of the acquisition process and expected time of complete possession of the land. xiii. R&R details in respect of land The site is within the Additional Patanganga in line with state Government MIDC Area. policy 5. Forest and wildlife related issues (if applicable) i. Permission and approval for Not Applicable as the site is within the the use of forest land (forestry Additional Patanganga MIDC Area. clearance), if any, and recommendations of the State Forest Department. (if applicable) ii. Landuse map based on High Please refer Chapter No. 3 resolution satellite imagery Section 3.6 Land Use Pattern (GPS) of the proposed site 3.6.1 Land Cover of the study area delineating the forestland (in case of projects involving forest land more than 40 ha) iii. Status of Application Not Applicable submitted for obtaining the stage I forestry clearance along with latest status shall be submitted. iv. The projects to be located Not Applicable. within 10 km of the National

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-à- vis the project location and the recommendations or comments of the Chief Wildlife Warden-thereon v. Wildlife Conservation Plan Please refer Chapter No. 4 duly authenticated by the Sub Section 4.2.1.5 Impacts on ecological Chief Wildlife Warden of the environment State Government for Table No. 4.7. Impact prediction and conservation of Schedule I proposed mitigation majors for Ecological fauna, if any exists in the study environment area vi. Copy of application submitted Online Application Submitted for clearance under the Proposal No. FP/MH/IND/2849/2018 Wildlife (Protection) Act, 1972, to the Standing Committee of the National Board for Wildlife 6. Environmental Status i. Determination of atmospheric Please refer Chapter No. 3 Section 3.8 inversion level at the project Climatic Condition & Meteorology site and site-specific micrometeorological data using temperature, relative humidity, hourly wind speed and direction and rainfall. ii. AAQ data (except monsoon) Please refer Chapter No. 3 Section 3.9 Ambient Air at 8 locations for PM10, Quality PM2.5, SO2, NOX, CO and other parameters relevant to the project shall be collected. The monitoring stations shall be based CPCB guidelines and take into account the pre- dominant wind direction, population zone and sensitive receptors including reserved forests

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. iii. Raw data of all AAQ Please refer Chapter No. 3 Section 3.9 measurement for 12 weeks of Ambient Air Quality all stations as per frequency given in the NAQQM Notification of Nov. 2009 along with - min., max., average and 98% values for each of the AAQ parameters from data of all AAQ stations should be provided as an annexure to the EIA Report. iv. Surface water quality of Please refer Chapter No. 3 nearby River (100m upstream Section 3.11 Water Quality and downstream of discharge Sub section 3.11.1 Surface Water point) and other surface drains at eight locations as per CPCB/MoEF&CC guidelines. v. Whether the site falls near to No. polluted stretch of river identified by the CPCB/MoEF&CC, if yes give details. vi. Ground water monitoring at Please refer Chapter No. 3 minimum at 8 locations shall Section 3.11 Water Quality be included Sub section 3.11.2 Ground Water vii. Noise levels monitoring at 8 Please refer Chapter No. 3 locations within the study Section 3.10 Ambient Noise Monitoring area viii. Soil Characteristic as per CPCB Please refer Chapter No. 3 guidelines Section 3.12 Soil Environment ix. Traffic study of the area, type Please refer Chapter No. 4 of vehicles, frequency of Sub Section 4.2.1.3 Impact on traffic density vehicles for transportation of materials, additional traffic due to proposed project, parking arrangement etc. x. Detailed description of flora Please refer Chapter No. 3 and fauna (terrestrial and Section 3.13 Ecology Biodiversity aquatic) existing in the study Sub Sections 3.13.1 Flora, area shall be given with 3.13.2 Faunal Studies, special reference to rare, 3.13.3 Cropping Pattern endemic and endangered species. If Schedule-I fauna are found within the study

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. area, a Wildlife Conservation Plan shall be prepared and furnished. xi. Socio-economic status of the Please refer Chapter No. 3 study area. Section 3.14 Socio-Economic Environment 7. Impact and Environment Management Plan i. Assessment of ground level Impact assessment of all sources of emissions concentration of pollutants (including transportation) on the AAQ of the from the stack emission based area have been assessed and described in on site-specific Chapter IV meteorological features. In Sub Section 4.2.1.2 Impacts on Air Quality case the project is located on Table No. 4.1. Impact prediction and a hilly terrain, the AQIP proposed mitigation majors for air Modeling shall be done using environment and inputs of the specific terrain Sub Section 4.2.1.2 Ambient Air Environment characteristics for Table No. 4.1. Impact prediction and determining the potential proposed mitigation majors for Air impacts of the project on the Environment AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be assessed. Details of the model used and the input data used for modeling shall also be provided. The air quality contours shall be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any. ii. Water Quality modeling - in Not Applicable case of discharge in water body iii. Impact of the transport of the There will be no negative impact of the raw materials and end transport of the raw materials and end products on the surrounding products on the surrounding environment. environment shall be All product and raw material transportation assessed and provided. In this will be done by national highways and village regard, options for transport pacca road. Transportation of Products and of raw materials and finished Raw material will be done by Trucks. products and wastes (large quantities) by rail or rail-cum road transport or convey or

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. cum- rail transport shall be examined. iv. A note on treatment of Please refer Chapter No. 4 wastewater from different Sub Section 4.2.1.5 Water Environment plant operations, extent Table No. 4.1. Impact prediction and recycled and reused for proposed mitigation majors for Water different purposes shall be Environment included. Complete scheme of Table No. 4.15. Composition of waste water effluent treatment. generated Characteristics of untreated Figure No. 4.3. ETP-STP hydraulic flow and treated effluent to meet diagram the prescribed standards of discharge under EPA Rules. v. Details of stack emission and Details of stack emissions and control action plan for control of measures are given in Chapter No. 4 emissions to meet standards vi. Measures for fugitive Please refer Chapter No. 4 emission control Sub Section 10.3.1 Air Pollution Management Table No. 10.2. Fugitive emissions vii. Details of hazardous waste There will be negligible non-hazardous solid generation and their storage, waste generation and it will send to utilization and management. authorized recycler. Hazardous waste will be Copies of MOU regarding ETP Sludge (20-25 kg/m) and filter sludge utilization of solid and material from the process (80 - 85 MT/m) hazardous waste in cement that will be send to CHWTSDF. plant shall also be included. EMP shall include the concept of waste-minimization, recycle/reuse/recover techniques, Energy conservation, and natural resource conservation. viii. Proper utilization of fly ash Not Applicable shall be ensured as per Fly Ash Notification, 2009. A detailed plan of action shall be provided. ix. Action plan for the green belt Please refer Chapter No. 10 development plan in 33 % Sub Section 10.3.5 Greenbelt development area i.e. land with not less than 1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shall be

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated. x. Action plan for rainwater Please refer Chapter No. 10 harvesting measures at plant Sub Section 10.3.6 Rainwater Harvesting site shall be submitted to Plan harvest rainwater from the roof tops and storm water drains to recharge the ground water and also to use for the various activities at the project site to conserve fresh water and reduce the water requirement from other sources. xi. Total capital cost and The approximate cost for the EMP will be Rs. recurring cost/annum for 97 Lakhs and Recurring Cost per annum environmental pollution (Lakhs) will be Rs. 55.5 control measures shall be included. xii. Action plan for post-project Action plan for post-project environmental environmental monitoring monitoring is given in detail in chapter No. 6 shall be submitted. xiii. Onsite and Offsite Disaster Please refer QRA and HAZOP Study (natural and Man-made) Preparedness and Emergency Management Plan including Risk Assessment and damage control. Disaster management plan should be linked with District Disaster Management Plan. 8. Occupational health i. Plan and fund allocation to Please refer Chapter No. 10 ensure the occupational Sub Section 10.3.7 Occupational Health and health & safety of all contract Safety (OHS) and casual workers Initial fund allocation to ensure the occupational health & safety of all contract and casual workers. ii. Details of exposure specific Please refer Chapter No. 10 health status evaluation of

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. worker. If the workers' health Sub Section 10.3.7 Occupational Health and is being evaluated by pre Safety (OHS) designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre-placement and periodical examinations give the details of the same. Details regarding last month analyzed data of above mentioned parameters as per age, sex, duration of exposure and department wise. iii. Details of existing Not Applicable Occupational & Safety Hazards. What are the exposure levels of hazards and whether they are within Permissible Exposure level (PEL). If these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved, iv. Annual report of health status Annual report of health status of workers will of workers with special be submitted in the six monthly compliance reference to Occupational reports after the accord of EC as it is a new Health and Safety. project. 9. Corporate Environment Policy i. Does the company have a well No, at the movement factory does not have laid down Environment Policy approved Environment Policy; however approved by its Board of company shall be planning the same. Directors? If so, it may be detailed in the EIA report. ii. Does the Environment Policy Company shall be planning to develop prescribe for standard environmental policy and ensures, operating process / environment policy prescribe for standard procedures to bring into focus operating process / procedures to bring into any infringement / deviation / focus any infringement / deviation / violation violation of the environmental of the environmental or forest norms / or forest norms /conditions? If conditions

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. so, it may be detailed in the EIA. iii. What is the hierarchical Hierarchical system of the company deal with system or Administrative the environmental issues is given in Chapter order of the company to deal No. 10 with the environmental issues Figure No. 7.1. Environment Monitoring Cell and for ensuring compliance Table No. 10.1. Environment Monitoring Cell with the environmental and its responsibilities clearance conditions? Details of this system may be given. iv. Does the company have The company deal with the environmental system of reporting of non- issues is given in Chapter No. 10 compliances / violations of Figure No. 7.1. Environment Monitoring Cell environmental norms to the Table No. 10.1. Environment Monitoring Cell Board of Directors of the and its responsibilities company and / or Section 10.4 Environment Management Cell shareholders or stakeholders (EMC) at large? This reporting mechanism shall be detailed in the EIA report 10. Details regarding infrastructure Facilities during construction and operation facilities such as sanitation, fuel, such as clean water for washing the hands, restroom etc. to be provided to the sanitation facility and cleanup after work, labour force during construction as Clean area for eating and taking rest shall be well as to the casual workers provided. including truck drivers during operation phase. 11. Enterprise Social Commitment (ESC) Adequate funds (at least 2.5 % of the Please refer Chapter No. 10 project cost) shall be earmarked Sub Section 10.3.8 Socioeconomic towards the Enterprise Social Development Commitment based on Public Proposed CER activities: Hearing issues and item-wise details Table No. 10.7.CER Activity Action Plan along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon. 12. Any litigation pending against the No project and/or any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr. Awarded ToR’s Compliance No. (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case. 13. 'A tabular chart with index for point Point-wise compliance of the ToRs has been wise compliance of above TOR. given in the tabular form. 14. The ToRs prescribed shall be valid Noted for a period of three years for submission of the EIA-EMP reports.

B. SPECIFIC TERMS OF REFERENCEFOREIASTUDIES FOR SYNTHETIC ORGANIC CHEMICALS INDUSTRY Sr. Description Details No. 1. Details on solvents to be used, measures for Please refer Chapter No. 2 solvent recovery and for emissions control. Section 2.4 Resource Requirement 2.4.1 Chemical Requirement 2. Details of process emissions from the proposed Please refer Chapter No. 2 unit and its arrangement to control. Section 2.3 Project Description with Processes Details 3. Ambient air quality data should include VOC, Please refer Chapter No. 3 other process-specific pollutants* like NH3*, Section 3.9 Ambient Air Quality chlorine*, HCl*, HBr*, H2S*, HF*,etc.,(*-as applicable) 4. Work zone monitoring arrangements for Not Applicable hazardous chemicals. 5. Detailed effluent treatment scheme including Please refer Chapter No. 4 segregation of effluent streams for units adopting 'Zero' liquid discharge. Sub Section 4.2.1.5 Water Environment

Table No. 4.1. Impact prediction and proposed mitigation majors for Water Environment

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Table No. 4.15. Composition of waste water generated

Figure No. 4.3. ETP-STP hydraulic flow diagram 6. Action plan for odour control to be submitted 7. A copy of the Memorandum of Understanding Not Applicable signed with cement manufacturers indicating clearly that they co-process organic solid/hazardous waste generated 8. Authorization/Membership for the disposal of In Process liquid effluent in CETP and solid/hazardous waste in TSDF, if any. 9. Action plan for utilization of MEE/dryers salts. Please refer Chapter No. 4

Sub Section 4.2.1.5 Water Environment

Figure No. 4.3. ETP-STP hydraulic flow diagram

10. Material Safety Data Sheet for all the Chemicals Attached As Annexure are being used/will be used. 11. Authorization/Membership for the disposal of In Process solid/hazardous waste in TSDF. 12. Details of incinerator if to be installed. Not Applicable 13. Risk assessment for storage and handling of QRA and HAZOP Study hazardous chemicals/solvents. Action plan for report attached handling & safety system to be incorporated. 14. Arrangements for ensuring health and safety of Please refer Chapter No. 4 workers engaged in handling of toxic materials Section 4.2 Impact identification

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Chapter I: Introduction

This chapter is intended to give Identification of project & project proponent, brief description of nature, size and location of the project, importance of project to the region and country including scope and overview of EIA report.

1.1 Purpose of the Report

Fine Organic Industries Ltd., proposes to establish a new manufacturing facility for ‘Food preservatives’ at Additional Patalganga MIDC, Panvel, Raigad, Maharashtra. Prior Environmental Clearance is mandated by Ministry of Environment, Forest and Climate Change as vide EIA Notification SO 1533, dated September 14, 2006 and its amendments. This project falls under category ‘A’ and item no. 5(f): Synthetic organic chemicals, as general conditions apply. To initiate the EC process, ToR application in the form of Form I, PFR and proposed TOR were submitted to the Ministry of Environment, Forest and Climate Change (MoEFCC) on 3rd Feb 2018. EIA report is prepared on the basis of granted standard ToR letter no. No.IA-J-11011/47/2018-IA-II (I) dated 22 Mar 2018.

1.2 Identification of project & project proponent

Fine Organics was the brainchild of Mr. Ramesh Shah, a -based businessman with experience in chemical trading and Mr. Prakash Kamat, a skilled technocrat from India’s most premier chemical technology school and Founded in 1970.

This is a new project for the manufacturer of new facility of food additives which find its application in the Bakery Industry, by well-known business house “Fine Organics.” The project is titled as “New proposed manufacturing unit for production of Food preservatives. Propionic acid is a permitted substance and is closely related to acetic acid familiar in vinegar. Mostly the Calcium and Sodium salts of this acid are used. Fine Organics are the major manufacturer of variety of specialty additives with expertise in the field of Oleo- chemistry. Majority of additives goes as Food additives with varied application with exports to more than 80 countries. We would like to start offering production of Food preservatives to the export market thereby generating revenue. All of Fine’s facilities are fully geared

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra towards meeting growing global demands. Products are appreciated by customers worldwide for their consistent quality and packaging standards.

Others manufacturing facilities are located near Mumbai (around 65 km from the port). Additionally, we have joint ventures in Malaysia (since 1988) and Thailand (since 1994). Regardless of their location, these facilities follow the same standards set by Fine's founders in safety, housekeeping, productivity, and controls. Facilities are audited regularly by internal as well as external teams.

1.3 EIA Consultant

MITCON Consultancy and Engineering Services Ltd., is a rapidly growing, an ISO 9001-2008 certified Consultancy Company, promoted by ICICI, IDBI, IFCI, and State Corporations of Maharashtra and Public Commercial Banks. It was founded in 1982; with Head Office at Pune and with supporting offices spread over entire country including Mumbai, Delhi, Bangalore, Hyderabad, Chennai, Chandigarh, and Ahmadabad etc. With experience, expertise and track record developed over last almost three decades, MITCON provides diverse range of macro and micro consultancy services in the areas of Environment Management and Engineering (EME), Energy Efficiency, Biomass and Co-gen power, Agricultural Business and Bio-technology, Infrastructure, Market Research, Banking Finance and Securitization, Micro Enterprise Development, IT Training and Education. EME division of MITCON serves to various sectors like – GIS & RS, solid waste, infrastructure, power, sugar, engineering, chemical, real estate etc.

MITCON Consultancy and Engineering Services Ltd. is accredited from National Accreditation Board for Education and Training (NABET), Quality Council of India for the EIA consultancy services in 18 sectors.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

1.4 Brief Description of the Project

1.4.1 Nature and size of the project

Proposed manufacturing unit for production of food preservatives of capacity 25000 MTA by M/s. Fine Organic Industries Ltd. at Plot No.E-73 Additional Patalganga MIDC, Dist. Raigad, Maharashtra

As per EIA Notification dated 14th September, 2006 and its amendment thereof comes under category “B”activity - 5(f) Synthetic organic chemicals industry (dyes & dye intermediates; bulk drugs and intermediates excluding drug formulations; synthetic rubbers; basic organic chemicals, other synthetic organic chemicals and chemical intermediates).

However, project falls under general condition that any project or activity specified in Category ‘B’ will be appraised at the Central Level as Category ‘A’, if located in whole or in part within 5 km from the boundary of: (i) Protected Areas notified under the Wild Life (Protection) Act, 1972 (53 of 1972). Karnala Bird Wildlife sanctuary falls within 5 km radius of the study area. Hence, proposed project will be approved at EAC Ind-II, MoEFCC.

1.4.2 Location of the project

The project is proposed at Plot No E-73, Additional Patalganga MIDC, Dist. Raigad, Maharashtra. The Geographical location of this plot is at 18°52'30.22"N Latitude and 73° 09'48.79"E Longitude with an elevation of 10 meter above sea level MSL. This site is in premises of MIDC Estate which is meant for these types of Industries. MIDC letter is attached in annexure. Land is on plain contour, it is flat terrain. Land ownership is with project proponents. The Land is reserved for Industrial use & the proposed project shall be at the same plot. Presently there is an existing warehouse on the site admeasuring around 1500 sq.m. of area from that of the plot area. The existing Infrastructure around the site like water, electricity, telephone facility, roads already available. Other Infrastructure like, hospital, school, housing, entertainment, daily needs are available easily. There is no other sensitive establishment in the vicinity such as health resort, hospital. Karnala Bird sanctuary is within 5 km from the project area. 3 MITCON Consultancy & Engineering Services Ltd.

Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

1.5 Importance to country region

India is a major manufacturing house for bakery products and is the third- largest biscuit manufacturing country after USA and China (NPCS, 2013). The Indian bakery market is valued at Rs. 3,295 crore and out of this, bread and biscuits hold 82% of the share (Assocham, 2012).

India bread market stood at $ 570.73 million in 2016, and is projected to grow at a CAGR of over 11.29%, in value terms, during 2017-2022, to reach $ 974.39 million by 2022. Market forces and demographic trends are continuously influencing supply and demand; expanding working population and increasing number of health-conscious consumers are aiding India bread market. Changing lifestyles due to increased disposable income in advanced countries led to an increase in demand for processed foods (Wilkinson, 1987). Changes in food consumption patterns contribute to the development of food processing industry (Gopalan, 1994). Processing not only reduces the perishability but also increases shelf life of a product and makes it available to the consumer in a ready-to-consume and convenient form throughout the year is some of the other factors expected to propel demand for bread over the next five years i.e. 2022.

Thus the proposed product finds its increasing demand in Bakery Industry especially Breads and Cake application. Present manufacturing facility at Dombivali is falling short for catering the increasing demands of domestic needs for these additives and also meets the additional export market needs. Thus company have decided to initiate this proposed project at additional MIDC, Patalganga.

Export Possibility

Fine’s range of innovative additives have expanded their applications in food, plastics, cosmetics, textiles, paints, inks, rubber and many more. Thus, 80% of our products are exported to various countries. Thereby company is adding value to our nation’s Global business & also benefiting the economy. Similarly the proposed products of this project will find its export business to cater the increasing demand of bread industry. Thus the establishment of the proposed project is very well beneficiary & justified.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

1.6 Applicable Environmental Acts & Rules

As per the notification, proposed project falls under Activity 5 (f) cat. A Synthetic organic chemicals industry (dyes & dye intermediates; bulk drugs and intermediates excluding drug formulations; synthetic rubbers; basic organic chemicals, other synthetic organic chemicals and chemical intermediates)

The following are the some other acts and rules related to environment which will be applicable for the proposed project

 The Forest (Conservation) act 1980, amended 1988  The Wildlife Protection Act 1972, Amendment, 2002  The Biological Diversity Act 2002  Ozone depleting substances regulation and control rules 2000  EIA Notification dated 14th September, 2006 and its sub sequent amendments

In addition to the above mentioned acts and rules, some of the rules which are of importance in context with this assignment include –

 The Batteries (Management and Handling) Rules, 2001 & amendment rules 2010  The Manufacture, Storage and Import of Hazardous Chemical (Amendment) Rules, 2000  Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016  Dangerous Goods (Classification, Packaging and Labelling) Rules, 2013  Plastic Waste Management & Handling Rules 2016  Plastic Waste (M &H)Rules, 2011  Plastic Waste (M&H)Amendment Rules, 2011  Solid Waste Management Rules, 2016  E-Waste Management Rules 2016  E-Waste (Management & Handling) Rules, 2011  Minimum Wages Act, 1948  Contract Labour Act, 1970 5 MITCON Consultancy & Engineering Services Ltd.

Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

 Child Labour (Prohibition and Regulation) Act 1996 along with Rules, 1988  Children (Pledging of Labour) Act, 1933 (as amended in 2002)  Fire Safety Act, 2002  Disaster Management Act, 2005

1.7 Chronology of the project

The chronology of the activities during initial stages of the environmental clearance work for the proposed project is given in Table 1.1.

Table No. 1.1. Chronology of the environmental clearance process

Sr. No. Particulars Date 1. TOR Application 3rd Feb 2018 2. Standard ToR granted 22nd March 2018 3. Baseline Monitoring March to May 2018

1.8 Objective and Scope of study

The baseline studies required for EIA report has been conducted as per the ToR granted by letter no. No.IA-J-11011/47/2018-IA-II (I) dated 22nd Mar 2018. Detail baseline study was undertaken during the month of 1st March to 31st May 2018.

The objective of the study is to carry out Environmental Impact Assessment (EIA) for the proposed project, to meet the environmental compliances laid down by the Ministry of Environment, Forests and Climate change (MoEFCC), Government of India.

The scope of study would be as per the EIA guidelines outlined by the MoEFCC for construction projects and it will include detailed characterization of existing status of environment in an area of 10 km radial distance from the boundary of the project site for various environmental components viz., air, noise, water, soil, land, biological and socio- economic components including parameters of human interest as per the model TOR.

The study would include the description of project setting, appraisal of project activities and assessment of adverse impacts related to the location, design, construction and operation of the Project.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

The purpose of EIA study is to identify and evaluate the potential impacts of the proposed project. Environment Impact Assessment Study has been carried out considering the 10 km surroundings of the proposed project. This study will identify, evaluate and report the likely impacts on the environment and prepare an Environmental Management Plan covering the mitigation measures and Environmental Monitoring Program. The objective of this EIA study is also to collect the baseline data within the impact zone so as to identify the associated impacts and propose suitable mitigation measures due to the construction and operation of the proposed project.

The objectives of the EIA study can be summarized as follows:

 To identify and describe the elements of the community and environment likely to be affected by the proposed project.

 To establish the baseline environmental and social scenario of the Project surroundings,

 To identify, predict and evaluate environmental and social impacts expected to arise during the construction and operation phase of the Project in relation to the sensitive receptors,

 To develop mitigation measures so as to minimize pollution, environmental disturbance and nuisance during construction and operation of the proposed project,

 To design and specify the monitoring and auditing requirements necessary to ensure the implementation and the effectiveness of the mitigation measures adopted.

1.8.1 The steps of EIA

 Collection of baseline data on water, air, noise, biological & socio-economic status, existing roads and railway lines, water bodies and ecological sensitive areas in the project region.

 Identification of potential impacts on various environmental components due to activities envisaged during preconstruction, construction, and operational phases of the proposed developments.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

 Prediction and evaluation of significant impacts on the major environmental components.

 Preparation of environmental impact assessment statement based on identification, prediction, and evaluation of impacts.

 De-lineation of Environmental Management Plan (EMP) outlining preventive and control strategies for minimizing adverse environmental impacts.

With above view to assess the environmental impacts arising due to proposed project, the project proponent appointed MITCON Consultancy & Engineering Services Ltd, Pune to undertake Environmental Impact Assessment and prepare a detailed environmental management plan to mitigate the adverse impacts. The baseline data collected in pre monsoon season i.e. for the period 1st March 2018 to 31st May 2018 for air, noise, water, land, biological and socio-economic environment and presented in this report.

Final EIA report has been prepared in accordance with the granted TOR issued and as per the generic structure of the EIA mentioned in EIA notification dated 14th September 2006 and its subsequent amendments. The structure of EIA is given in Table No. 1.2

Table No. 1.2. EIA Structure

Chapter No. Chapters Name I Introduction II Project Description III Description of the Environment IV Anticipated Environmental Impact & Mitigation Measures V Analysis of Alternatives (Technology & Site) VI Environmental Monitoring Program VII Additional Studies VIII Project Benefits IX Environmental Cost – Benefit Analysis X Environmental Management Plan (EMP) XI Summary & Conclusion XII Disclosure of Consultant engaged

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Detailed scope of studies is given below.

Executive summary: Brief of summary of EIA

Chapter I: Introduction

This chapter furnishes the purpose of the report, brief information of the project and project proponent, nature, size and location of project, objectives of the project, estimated project cost, scope, and organization of the study. The key environmental legislation and the standards relevant to the project

Chapter II: Project Description

Project description chapter deals with the need of the project, location, environmental setting of the project, details of project, other technical and design details and sources of pollution from the proposed activity and measures proposed to control pollution.

Chapter III: Description of the Environment

This chapter illustrates the description of existing environmental status of the study area with reference to the prominent environmental attributes. Primary and Secondary data collection & findings of field studies are undertaken to establish the environmental baseline conditions.

Chapter IV: Anticipated Environmental Impacts & Mitigation Measures

This chapter deals with the prediction and evaluation of the overall impacts of the proposed project activities which need mitigation measures. The impacts resulting from the various activities during construction and operation phase of the proposed project. The environmental impact assessment of the proposed project is during various phases of project advancement, such as design, location of project, construction, & regular operations.

Chapter V: Analysis of Alternatives

Chapter provides the information on various alternatives for the site and technology.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Chapter VI: Environmental Monitoring Program

Chapter delivers environment monitoring program, its frequency, parameters and methodology for air, water, noise, and solid hazardous waste/ soil environment.

Chapter VII: Additional Studies

Additional studies like review of social impact were undertaken. Major portion is dedicated to the study of hazard identification and risk assessment.

Chapter VIII: Project Benefits

Project benefit chapter furnishes the benefits of the project towards the society.

Chapter IX: Environment Cost Benefit Analysis

This chapter provides information about benefits of the proposed project to the environment.

Chapter X: Environment Management Plan

This chapter provides recommendations/ Environment Management Plan (EMP) including mitigation measures for minimizing the negative environmental impacts of the project.

Chapter XI: Summary and conclusion

This chapter executes summary of whole EIA report which includes project description in brief, environmental setting in 10 km radius, impact identification and mitigation measures and environmental management plan.

Chapter XII: Disclosure of consultants engaged

This chapter provides brief introduction of the consultancy organization involved in EIA report and information of various experts involved in preparation of the present EIA/EMP report is given.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

1.9 Conclusion

Chapter I is a brief description of the project rations, need of the project, importance of the project to the region and country, value additional due to project. After understanding the project, legislative rule and regulation requirement and scope of the EIA study has been described.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Chapter II: Project description

This chapter furnishes detail information on project type, its need, location, size/magnitude, technology and process. It also gives details on complete of the project its description, operating conditions and implementation schedule. 2.1 Project Location

Proposed manufacturing unit for production of food preservatives of capacity 25000 MTA by M/s. Fine Organic Industries Ltd. at Plot No.E-73 Additional Patalganga MIDC, Dist. Raigad, Maharashtra.

2.1.1 Description of the Site

The Geographical Location of this plot is at 18°52'30.22"N Latitude and 73°09'48.79"E Longitude with an elevation of 10 meter above sea level MSL. This site is in premises of MIDC Estate which is meant for these types of Industries. Land is on plain contour, it is flat terrain. Land ownership is with project proponents. The Land is reserved for Industrial use & the proposed project shall be at the same plot. Presently there is an existing warehouse on the site admeasuring around 1500 sq.mt of area from that of the plot area. The existing Infrastructure around the site like water, electricity, telephone facility, roads already available. Other Infrastructure like, hospital, school, housing, entertainment, daily needs are available easily in the town. There is no sensitive establishment in the vicinity such as health resort, hospital, except Karnala Bird sanctuary which is placed within 5 km from the project site. GPS Location on Google Imagery of the proposed site is given below.

Figure No. 2.1. Location of Project

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 2.2. Google Image with Geo-graphical coordinates

A: 18.875794°N, 73.163042°E B: 18.875263° N, 73.164130°E C: 18.874294°N, 73.163590°E D: 18.874591°N, 73.163003°E

2.1.2 Land Details

The total land 12,000 m2 is in possession with management. Detail Area bifurcation and Plant layout is given below.

Table No. 2.1. Area statement

No Description Area in sq. m. 1. Total plot area 12,000 Deduction 2. 250.0 Explosive area 3. Net plot area 11750 4. Allowable ground coverage 5. @50% of net plot area 5875.0 6. Proposed ground coverage 3954.75 (Ground floor area) 1. Main Plant, Lab and admin 735 2. Production house 600 3. Warehouse and worker amenity 900

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

No Description Area in sq. m. 4. Tank farm 325.0 5. Thermopack room 336 6. Panel Room 165.0 7. Generator room 110.0 8. Transformer yard 93.75 9. ETP area 250.0 10. Pump house 86.0 11. Work Amenities and Utilities 160. 12. Meter room 40.0 13. Finished liquid tank 154.0 Total 3954.75 14. Furnace oil/HSD tank yard 250 Parking area 15. Loading/unloading parking area 623 16. Visitors parking 133 17. Four wheelers parking 651 18. Two wheeler Parking 178 Total Parking area 1495 19. Green belt area 1491

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 2.3. Plant Layout

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 2.4. Photographs of proposed project site

2.2 Size and Magnitude of the Project Operation

Project information in brief is given below, Table No. 2.2. Magnitude of project operation

Sr No Particulars Details 1. Products Salts of Propionic & Acetic acid e.g. Calcium Acetate (CA), Calcium Propionate (CP), Sodium Propionate SP) & Potassium Propionate (PP). 2. Location Plot No E-73, Additional Patalganga MIDC, Dist. Raigad, Maharashtra, India. 3. Product Capacity Proposed manufacturing unit for production of food preservatives Salts of Propionic & Acetic acid e.g. Calcium Acetate (CA), Calcium Propionate (CP), Sodium Propionate (SP) & Potassium Propionate (PP). (1) Spray drying method – 10,000 MTPA

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr No Particulars Details (2) Mixing method – 15,000 MTPA Total production – 25,000 MTPA 4. Total plot area 12,000 sq. m. 5. Total built up area 10887.28 sq. m. 6. Raw material Raw Material Unit Quantity Propionic acid /Acetic acid MTA 20,000 Hydrated Lime / Lime MTA 9900 Sodium hydroxide/Potassium MTA 450 hydroxide 7. Water Total fresh water requirement shall be approximately 220 CMD. It will be source from MIDC. 8. Power Total power requirement is 2000 kVA. It will be sourced from MSEDCL. 9. Thermopac 2 + 1 = 3 (15 lac kcal/hr) 10. DG set 2 DG sets of total 1000 KVA (each) capacity are proposed to be installed at this site. 11. Fuel Furnace oil 354 kg /hr 12. Manpower Approx. 80 (65 + 15)skilled and unskilled 13. Waste water Total effluent generation approx. 3.82 CMD and it will be quantity (estimate) treated in 5 CMD ETP cum STP. 14. Air emissions Air emissions will be from Thermic fluid heater and DG set. DG sets shall act as stand by source of electricity for the site. Adequate 39.5 m stack height as per statutory norms will be provided to all the utilities. All 3 (2 + 1) stacks will be of ht. 39.5 mt 15. Project cost Approx. 52.96 Cr. 16. EMP cost Rs. 97.0 lakhs

2.3 Project Description with Processes Details

Brief Process Description:

Process I - Spray Drying method

It is a Neutralization process where Propionic acid or Acetic acid is neutralized with mixture of hydrated Lime + water in case of Calcium Propionate and Calcium acetate resp. Whereas in case of Sodium Propionate Propionic acid is neutralized with Sodium hydroxide (Caustic soda) + water and similarly for Potassium propionate is neutralized with KoH. All the starting raw materials are mixed till they get completely neutralized. After this the neutralized mixture is passed through a Filter press to obtain the semi-finished product in liquid phase.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

This is then spray dried to obtain the Calcium Propionate / Sodium Propionate powder as finished product. The steam formed due to drying process will be scrubbed to trap the fines & then condensed to recycle the condensate, if any, and it will be again recycled at the stage of neutralization of next batch of product. Process flow diagram for food preservatives by Spray drying method is given below,

Propionic Acid / Acetic Acid

Water + Hydrated lime / Caustic Soda

Filter Calcium propionate (CP) / sodium Recovered washings propionate (SP) / calcium acetate (CA) product recycled recycled to back next batch solution/ Potassium Propionate (PP)

Filter Press

Clear Semi-Liquid Calcium Propionate/ Sodium Propionate / Calcium Acetate/ Potassium Propionate (PP) Water Loss as Spray dryer

Scrubber Calcium Propionate (CP) / Sodium Propionate (SP) / Calcium Acetate (CA) Powder /Potassium Propionate (PP) Condenser

Packing

Figure No. 2.5. Manufacturing flow chart of calcium propionate/ calcium acetate / sodium propionate/potassium propionate by spray drying method

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Input Output Propionic acid: 2350 kg/B Neutralization Lime: 1250 kg/B Liquid CP 10200 Water: 6600 L Total: 10200

Filtrate 9900 Liq. Calcium propionate Filter Press Sludge 300 10200 kg/B Total 10200

CP Powder 2950 Filtrate 9900 kg/B Spray Drying Condensate water 6950 Total 9900

CP Powder 2950 kg/B Powdering & packing CP Powder 2950

Note: The processing powder accumulated on air filters during powdering/packing process is recycled in subsequent batches.

Figure No. 2.6. Mass balance of calcium propionate (CP)

Input Output Propionic acid: 3334 kg/B Neutralization NAOH: 2051 kg/B Liquid SP 10000 Water: 4615K L Total: 10000

Sodium Propionate powder 4500 Liq. sodium propionate Spray Drying Condensate water 5500 10000 kg/B Total 10000

SP Powder 4500 kg SP 4500 Powdering & packing Figure No. 2.7. Mass balance of sodium propionate (SP)

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Input Output Acetic acid: 2400 kg/B Neutralization Lime: 1600 kg/B Liquid CA 10000 Water: 6000 L Total: 10000

Filtrate: 9615 Liquid CA10000 kg/B Filter Press Sludge: 385 Total: 10000

CP Powder 3160 Filtrate: 9615 Spray Drying Condensate water 6455

CA Powder 3160 kg Powdering & packing CA 3160

Figure No. 2.8. Mass balance of calcium acetate (CA)

Input Output Propionic acid: 3334 kg/B Neutralization KOH: 2876 kg/B Liquid PP 10825 Water: 4615K L Total: 10825

Potassium propionate 5200 Liquid PP 10825 Spray Drying Condensate water 5625

Total : 10825

PP Powder 5200 kg Powdering & packing PP 5200

Figure No. 2.9. Mass balance of potassium propionate (PP)

Process II - Mixing method

It is also a Neutralization process where Propionic acid is mixed with alkaline salts in a blender. Due to chemical reaction steam is generated which is passed through a condenser and the condensate is collected separately. This condensate can be used in Process I at the stage of neutralization for a fresh batch of Calcium Propionate. After blender the semi- finished product is send to Disintegrator to get the final product in desired size. After this product is send to sifter so as to obtain the granular grade of Calcium Propionate & Fine

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra grade of Calcium Propionate. Process block diagram for Calcium Propionate manufacturing process by mixing process is given below,

Input Output Propionic acid: 3120 kg/B Neutralization CP mixture 4080 Lime: 1500 kg/B Water of condensation 540 Total: 4620

CP mixture 4080 kg/B Processing CP powder 4080

CP granules/ Powder CP granules/ powder Powdering & packing 4080 kg 4080

Figure No. 2.10. Calcium Propionate Manufacturing Process by mixing process

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

2.4 Resource Requirement

2.4.1 Chemical Requirement

The detail raw material required for operation listed below in Table 2.3

Table No. 2.3. Major Raw materials and its storage & Mode of Transportation

Sr. No. Particulars Unit Total Storage Mode of consumption condition & Transport Qty. per year capacity in KL Raw Material 1 Propionic acid/ Acetic MTA 20,000 Tank 5 x 250 Through acid 1X 150 road Trucks, 2 Hydrated Lime / Lime MTA 9900 Silo 2 X 100 Tempos 3 Sodium hydroxide MTA 450 Bags /Potassium hydroxide

2.4.2 Product Details

Table No. 2.4. Details of product and its storage

Batch Size Capacity Storage Sr.No. CAS Name Of Products MT MTPA Provision 1 Spray Drying method 1.1 4075-81-4 Calcium Propionate and/or 2.950 Store in 1.2 137-40-6 Sodium Propionate and /or 4.500 10,000 Bags 1.3 5743-26-0 Calcium acetate 3.160 FG 1.4 327-62-8 Potassium propionate 5.200 warehouse 2 Mixing method 2.1 4075-81-4 Calcium Propionate 4.080 15,000 TOTAL - 25000

2.4.3 Power requirement

The proposed power requirement for the facility is 2000 kVA which will be source from MSEDCL grid.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

2.4.4 Fuel

Furnace oil 354 Kg /hr will be used In Thermo pack ((15 lac kcal/hr)). HSD diesel will be used in 2 DG sets of total 1000 KVA (each) capacity in case of power shut down or emergency. Fuel consumption details are given in below in Table 2.5.

Table No. 2.5. Fuel Consumption

Sr. Fuel Quantity Storage GCV Sulphur Ash No 1. Furnace oil* 354 kg/hr 100 KL 9650 2.0 – 4.0% 0.1 2. HSD 370 kg/hr 20 KL 10700 350 mg/kg 0.01 * PCRO- Petroleum Conservation Research Organization

2.4.5 Water requirement

The total water requirement is about 220 CMD for domestic, process, cooling and gardening purpose. It will be source from MIDC which is available at site. Water requirement and its quantification is given below,

Table No. 2.6. Water Balance

Sr. Consumption Input Output Effluent Disposal No. CMD CMD CMD 1. Cooling water 130 1.3 1.3 Blow down is very less and not requirement if come out daily. Based on the any cycles of concentration (COC) water will be recycled in cooling tower makeup water or send to ETP 2. Domestic 3.6 2.5 2.5 Send to ETP cum STP 3. Process, 80 70 from 0.02 Entire 70 CMD process water laboratory, process will be recycled. washing and + 0.02 Lab water will be treated in Other misc. from Lab combined ETP followed by Evaporation. 4. Gardening 6.4 - - - 5. Total 220 73.82 3.82 -

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

2.4.6 Man Power Requirement

During construction phase 50-60 skilled and un-skilled labors will be required. Local labors will be engaged during construction phase. During operation phase around 80 skilled and unskilled employees will be needed. Skilled worker like Manager, Process Engineers, Supervisor, and Operators will be required. The plant operation team will work in three shifts per day. Each shift will be controlled by a shift charge engineer. The shift charge engineer will be located at the control room and will be in full charge of the plant operation during the shift.

2.4.7 Utilities Details

2.4.7.1 Thermopack

Total 3 Thermopack of capacity 15 lac kcal/hr 2 working + 1 standby

2.4.7.2 Stack details Sr. Particulates Stack One Stack 2 no 1 Fuel Firing rate 177.0 177.0 2 Air/Fuel Ratio 14.0 14.0 3 Excess air 17.0 % 17.0 % 4 Temperature 320 oC 320 oC 5 Flow 2379 Nm3/hr 2379 Nm3/hr 6 Analysis% N2 69.8 O2 5.6 CO2 12.3 H2O 12.3 7 SO2 quantity 15.9 kg/hr 15.9 kg/hr 8 Height 39.5 m 39.5 m 9 Stack dia 375 mm 375 mm 10 Exit temp. 180 oC 180 oC

2.4.8 List of Machinery and Equipment’s

Details of machinery and equipment’s required for production is given below, Table No. 2.7. List of Machinery and equipment’s

Sr.No. Description Qty. 1 Neutralizer(15kl Working ) 2 2. Open Tank ( Cp-1 , Cp-2 , Sp ) 3 3. Pump 2 4. Filter Assembly 4

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sr.No. Description Qty. 5. Fire Fighting 6. Transfer Pump 1 7. Cp/Sp Clear Liquid Tank 4 8. Feed Pump 2 9. Spray Drier With Scrubber 2 10. Thermic Fluid Heater 2 11. Cooling Tower 2 12. Mixer 4 13. Blender 8 14. Pneumatic Conveying Syst 5 15. Propionic Acid Tank 5 16. Acetic Acid Tank 1 18. Utilities 19. Lights 20. Air Conditioner

2.5 Environment Aspects

Summary of anticipated waste emissions from the proposed project and its proposed disposal/ treatment mechanism is given below

Table No. 2.8. Summary of anticipated waste emissions and its disposal

Aspect Quantity and its treatment Waste water Total effluent generation will be 73.82 CMD; out of that 70 Process effluent, Cooling CMD will be recycled in the process. Other domestic effluent water, domestic, Lab etc. and lab effluent will be treated in proposed ETP of capacity 5 CMD. Air Emission No process emission from the manufacturing process. Air PM10, CO, SO2, NOX, etc emissions are anticipated from Thermopac stack and from DG set. However, DG set will be utilized in case of power failure. D.G set will be placed in acoustic enclosure. Thermopac with adequate 39.5 m stack height. The air pollutant that are discharged from the proposed unit are,  Dust particulate from vehicular movement in the premises  Particulate matter, Sulfure-di-Oxide and Nitrogen oxide etc. From DG and stack. Solid There will be negligible non-hazardous solid waste generation Process waste and ETP and it will send to authorized recycler. Hazardous waste will sludge be ETP Sludge (20-25 kg/m) and filter sludge material from the process (80 - 85 MT/m) that will be send to CHWTSDF. 25 MITCON Consultancy & Engineering Services Ltd.

Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

2.6 Schematic representation of the feasibility drawing on information of EIA purpose

As per EIA Notification dated 14th September, 2006 and its amendment thereafter project comes under category “A” activity - 5(f) Synthetic organic chemicals industry (dyes & dye intermediates; bulk drugs and intermediates excluding drug formulations; synthetic rubbers; basic organic chemicals, other synthetic organic chemicals and chemical intermediates). Project attracts general conditions of the EIA notification. Karnala Bird Wildlife sanctuary within 5 km radius of the study area

Cat. “A”, Activity-5(f) General condition apply

Scoping by EAC IND-II

ToR application: Form I, ToR

& Pre- Feasibility

2.7 Project Implementation Schedule

It is expected that the project shall be completed within 12 months from date of grant of Environmental clearance.

2.8. Environmental Clearance Process Chronology

 ToR Application: 3rd Feb 2018  ToR granted: 22thMarch 2018  Baseline data collection period : March 2018 to May 2018

2.9 Project Cost Estimate

The total cost of the project is estimated about Rs.52.96 Cr. The project cost estimates include land & land development, civil, building structure, plant & machinery, other expenses, contingencies @2% on building, plant & machinery, margin money of working capital. Environment management cost will be around Rs. 97.0 Lakh & recurring cost will be Rs. 55.5 lakhs. The details of EMP cost are given in Table. 2.9.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Table No. 2.9. Environment Management Cost

Sr. No. Description Capital Cost Recurring Cost (Lakhs) per annum (Lakhs) 1. Air Pollution Control 40 5 2. Water Pollution Control 30 2 3. Environment monitoring and - 2.5 Management 4. Rain Water harvesting 10 3 5. Occupational health 4 4 6. Green belt 10 3 7. Solid waste management 3 36 Total 97 55.5

2.10 Conclusion

Chapter II describes the size, magnitude, and basic requirements of the project. Environmental impacts due to proposed project activities have been identified. From the project description it is clear that major anticipated impacts are from wastewater disposal, solid waste generation, and air emissions. To predict the future environmental impact due to project, baseline studies have been conducted in the month of March 2018 to May 2018.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Chapter III: Description of the environment

This chapter concise details of site information related environmental setting like ambient air quality, monitored data, ground water quality in and around the plant etc. within 10 km radius of the project, the environmental parameters which are likely to be affected by project activities are air, water, soil, and socio-economics. The data were collected from both primary and secondary sources. Primary source data were collected through environmental monitoring in the study area. Primary survey involved climate, hydro geological aspects, atmospheric conditions, water quality, soil quality, vegetation pattern, ecology, and socio-economic profile of the study area.

3.1 Environmental Parameters

Field monitoring was done for primary data collection of various environment components such as air quality, water quality, soil quality, noise, micrometeorology, flora & fauna, socio- economic, hydro-geological study etc. Also, secondary data from authenticated sources was used as a guideline and reference material. The entire data has been collected through actual physical surveys and observations, literature surveys, interaction with locals, government agencies, and departments. The baseline study begins with reconnaissance visit in the study area. During these visit the locations were fixed for the monitoring and collection of primary data.

The guiding factors for the present baseline study are the requirements prescribed by the guidelines given in the EIA Manual of the MoEFCC.

3.2 Study Period

The studies were conducted during summer season for the period of 1st March 2018- 31st May 2018.

3.3 Frequency of Monitoring

Frequency of environment monitoring considered is given in Table 3.1.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Table No. 3.1. Environmental Parameter & Frequency of Monitoring

Components Parameters Frequency Methodology adopted

Ambient air PM2.5,PM10, SO2, Ambient air quality samples are PM10/PM2.5: quality NOx monitored at 9 locations for 24 Gravimetric method hours twice a week for the SO2: Modified West study period. and Gaeke Method. (IS : 5182, Part II) NOx: Jacobs and Hochheiser Method. (IS 5182 Part VI) Meteorology Surface : Wind Hourly continuous - speed and readings during the study direction , period at plant site secondary temperature, data collected IMD relative humidity and rainfall Water quality Physical, Primary data :- Standard methods for Chemical and Ground water samples were Examination of Water Bacteriological collected from 8 locations and and Wastewater’ parameters. 2 surface water samples were published by American collected Public Health Association (APHA) Ecology Terrestrial fauna Field survey conducted in 10 km Listing of floral and and flora study area, once during the faunal species. study period Noise Noise levels in Continuous 24 – hourly IS: 4954 as adopted by dB(A) monitoring at 9 locations once CPCB. during the study period Soil Physico-chemical Sampling at 9 locations around BIS specifications project site once during the study period. Socioeconom Socio-economic General in 10 km radial study Census 2011 ic Data characteristics of area and data collected around the affected area the project site Land use Land use for 10 km radius, Based on data Topo-sheets pattern different published in Primary Census Satellite imageries categories Abstract and satellite imagery Geology and Type, drainage Field Observations in 10 km Authenticate published hydrogeology etc. study area and from secondary data. data

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.4 Study Area

The project site is located at Plot no E - 73, Additional Patalganga MIDC, Dist Raigad, Maharashtra. Brief of Environment setting is given in Table 3.2.

Table No. 3.2. Environmental Setting

Sr. Particulates Description No. 1. Project Location Latitude: 18°52'30.22"N, Longitude 73°09'48.79"E Geographical Coordinates Elevation: 10 m above MSL. 2. Toposheet number 47 F/1 and 47F/5, 3. Nearest IMD station Mumbai(Colaba) 43057 4. Nearest Town Mohopada 3 km in NE Khopli 21 kmin SE Panvel 13 km in NW 5. Nearest airport Chhatrapati Shivaji International Airport, Mumbai at 39.5 km in NW 6. Nearest Railway station Apta railway station 1.78 km in SW, Railway station 2.5 km in NW 7. Nearest Road MIDC road connecting to Mumbai-Pune Express way at 5.0 km in E 8. Nearest Village Kharade (Kh) 0.30 km 9. Nearest densely populated Mohopada at 3 km, Panvel at 13 km 10. No. of Villages in 10 km 94 11. Bio-geographical zone Coast 12. Nearest Water body Patalganga River 0.6 km in North West 13. Eco-sensitive area Karnala Bird Wildlife sanctuary falls within 5 km radius i.e. around 2 km in west. 14. Precipitation Avg. Monthly total 2184.1mm 15. Temperature Highest recorded: 37.6 0C Lowest record: 15.60C 16. Humidity Annual mean Relative humidity: 81% 17. Wind Direction Dominant wind directions from West, North west and South west 18. Soil Type course soil, medium black soil, deep black soil and lateritic soil

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 3.1. Toposheet of the 10 km Study Area

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 3.2. Satellite Image of the study area

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.5 Physiography

The area fall under Region of Maharashtra. The district has a long indented coastline. The Sahayadri ranges in the east send several transverse numbers of subsidiary hills westwards denying the plains of a uniform level and continuous character. Many of the subsidiary hills of varying heights reach the coastline to form headlands or promontories.

On the basis of variation in local relief and other characteristics the district can be grouped into six physiographic divisions i.e. (i) Sahayadri Hills, (ii) Konkan Forested Hills, (iii) Sudhagad Plateau, (iv) Ulhas Basin, (v) Kal-Savitri Valley and (vi) Raigarh Coast. Raigarh district has six main drainage systems namely Ulhas, Patalganga, Amba, Kundlika, Savitri, Bhogavati rivers etc. originated in Sahyadri ranges and flows from east to west. http://cgwb.gov.in/District_Profile/Maharashtra/Raigarh.pd, http://mahenvis.nic.in/pdf/Soer/soer_cor6.pdff

3.5.1 Geology

The geology of the area consists of dark colored volcanic lava and laterites which date back to Mesozoic period. These are spread out in the form of horizontal sheets and beds and have innumerable spurs, hills, ridges, peaks and plateau. In the plains and valleys, the lava flows occurred below a thin blanket of soil which varies in thickness from place to place.

The basalt is a predominant rock formation of the district. The basalts are usually dark grey to grey in color and are hard compact and tough and fine to medium grained structure. Deccan Trap rock which is completely impervious to percolation, these causing an accuse shortage of water in summer. Beds of laterite, usually formed by mechanical and chemical disintegration brought by atmospheric agencies on the underlying trap, cap of several picks and lofty ridges in the district.

3.5.2 Hydrology

The district drained most by short westward flowing parallel streams which originate in the Sahayadri hills in the east and flow into the Arabian Sea. All the rivers are tidal for a considerable extent. Industrial Estates developed by MIDC namely Additional Patalganga MIDC located in catchments of Patalganga River Basin A-II class. The Patalganga receive the

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra tail waters of the hydel power station. The depth to water levels during pre-monsoon ranges between 5-10 m bgl. The depth to water levels during post monsoon ranges between 2-5m bgl. Drainage system of the proposed project study area is given in below figure.

Figure No. 3.3. Drainage map of the study area

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.5.3 Topography

An uneven topology is an important feature of the district. The proposed site is located near Patalganga River around 0.6 km. Wildlife sanctuary falls within 5 km radius i.e. around 2 km in west. Coastline is around 25 km in west. So, there is uneven topology found in the study area. Digital elevation map of the project site and the study area is given in Figure 3.4.

Figure No. 3.4. Digital elevation of 10 km study area

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.6 Land Use Pattern

Land use is characterized by the arrangements, activities and inputs people undertake in a certain land cover type to produce, change, or maintain it. Definition of land use in this way establishes a direct link between land cover and the actions of people in their environment.

"Grassland" is a cover term, while "rangeland" or "tennis court" refer to the use of a grass cover; and "Recreation area" is a land use term that may be applicable to different land cover types: for instance sandy surfaces, like a beach; a built-up area like a pleasure park; woodlands; etc.

3.6.1 Land Cover of the study area

Land cover is the observed (bio) physical cover on the earth's surface. When considering land cover in a very pure and strict sense, it should be confined to the description of vegetation and man-made features. Consequently, areas where the surface consists of bare rock or bare soil are land itself rather than land cover. Also, it is disputable whether water surfaces are real land cover. However, in practice, the scientific community usually includes these features within the term land cover.

Land Use/Land cover for 10 km radius from project site of were delineated based on the Landsat ETM+ satellite data; the land use/Land cover classes are categorized based on the ground trothing and site visit. The land is classified in vegetation, barren land, Built up area and water Body etc. classes, detailed distribution of units showing in the below map, table and graph.

These images provide the information about the land use pattern of the study area. The different color represents the settlement or built up land Vegetation (include Agriculture and forest) area, barren Land and water bodies.

Built up land

It is defined as an area of human habitat developed due to non-agriculture use. The built-up land in 10 km radius from project site comprises of villages, towns, panchayat and revenue villages that include buildings, Industries, factories, transport, communications, utilities in

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra association with water and vegetation. Out of total 24 % (total 76.16 sq.km) of area cover in Built up class.

Table No. 3.3. Land use land cover statistics of the study area

Vegetation & Agricultural

The vegetation class use is a function of land productivity and land utilization practices over a period of time. It is an area within the notified forest boundary bearing an association of predominantly of trees and other vegetation types capable of producing timber and other forest produces. These lands are generally occupying the topographically high regions. Vegetation area 24 % of the area.

Water Bodies

This category comprises areas with surface water, either impounded in the form of ponds, lakes and reservoirs or flowing as streams, rivers, canals etc. These are seen clearly on the satellite image in blue to dark blue or cyan color depending on the depth of water. These areas were identified and mapped as water bodies; this unit is spatially distributed, 3.83 sq.km which is 1 % of the study area.

Open Land and Fallow land

It is described as degraded land which can be brought under vegetative cover with reasonable effort and which is currently under-utilized and land which is deteriorating due to lack of appropriate water and soil management or on account of natural causes. Wastelands can result from inherent/imposed constraints such as, by location, environment, chemical and physical properties of the soil or financial or management constraints. 51 % of the Open and Fallow Land are identified in study area.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 3.5. Land Use Land cover of 10 km study area

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.7 Seismology

Bureau of Indian Standards (BIS) has prepared a seismic zoning map of India based on tectonic features and records of past earthquakes. Approx. 59% of the land area of India is liable to seismic hazard damage. In India, seismic zones are divided into four zones i.e. II, III, IV and V.

Zone – V: Very High Risk Zone Zone – IV: High Risk Zone Zone – III: Moderate Risk Zone Zone – II: Low Risk Zone The site is located in Zone-III Moderate as per the seismic map given in

Figure No. 3.6. Seismic zone map

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.8 Climatic Condition & Meteorology

The climate here is tropical. Most months of the year are marked by significant rainfall. The short dry season has little impact. May is the warmest month of the year. The lowest average temperatures in the year occur in January.

3.8.1 Methodology

Secondary data from already published literature of National Data Centre of Indian Meteorological Department, Mumbai (Colaba) have been utilized to establish the general meteorological pattern. Site-specific meteorological data i.e. temperature, relative humidity, rainfall, wind speed and wind direction for the project site have been generated by installing weather station at project site during the period of March 2018 to May 2018.

3.8.2 Average Meteorological Condition (Source: IMD)

The IMD observatory is situated at the Regional Meteorological Centre at Colaba almost at the extreme south end of the narrow ridge of the land extending about 5 kms to the southwest of the fort of Bombay. There are some trees and staff quarters inside the observatory compound eastern wall of the observatory compound faces the sea. Wind instrument on the electrometer tower, exposure fair. The average of meteorological data of IMD observatory is presented in Table 3.4 and the average of the site-specific meteorological data generated during the study period is presented in Table 3.5. The wind rose diagram of the study period is given as Figure 3.7.

Table No. 3.4. Average of meteorological data

Location: Situated at the Regional Meteorological Centre at Colaba almost at the extreme south end of the narrow ridge of the land extending about 5 km to the west of the fort of Bombay. (Lat: N 18° 54', Long: E 72° 49') (Station Code: 43057) Aerial distance from Project Site: Approx. 36.5 Km SE Height of wind instrument installation: 16 m above ground and 11 m above MSL Month Temperature Relative Mean Wind Pre- Precipitation (°C) Humidity (%) Speed (km/h.) dominant (mm) Max. Min. Mor. Eve. Wind Monthly total Direction January 34.4 16 78 62 1-19 NW, NE, N 0.9 February 34.9 17.1 76 62 1-19 NW, N, NE 0.2 March 35.8 20 78 63 1-19 NW,N, 0.4

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

April 35.1 22.9 77 66 1-19 NW,W, 0.5 May 35.4 25 76 68 1-19 NW, W 20.2 June 35 23.3 83 77 Sometime 20-61 W, SW, NW 530.2 July 32.1 23.3 89 85 Sometime 20-61 W, SW, NW 711.6 August 31.7 23.3 89 84 Sometime 20-61 W, NW, SW 493.8 September 32.7 23.1 89 80 1-19 W, NW, SE 330.4 October 36.4 22.8 84 72 1-19 E, NE, NW 78.4 November 36.3 20.7 78 65 1-19 NE, E, NW 14.9 December 35.3 17.7 77 63 1-19 NE, E, NW 2.6 Annual Total 37.6 15.6 81 71 - - 2184.1 or Mean

Table No. 3.5. Average of the site-specific meteorological data (March 18 to May 18)

Month Temperature (°C) Wind speed Wind Direction Relative Humidity Rainfall (%) (mm) Min. Max. Max. Min. March 21.1 34.8 1 - 2.1 N, NW, W 78 63 0.2 April 22.4 35.8 1 - 2.18 NW, N, W 77 66 0.4 May 24.2 36.1 1 - 2.4 W, NW, N 76 68 14.5

3.8.3 Temperature

The summer season from March to May is one with continuous increase in temperatures which decreases during monsoon, increases slightly during the post monsoon season and again decreases during the winter. During the study period, the daily maximum temperature was recorded at 39°C in the month of March & April and daily minimum temperature was recorded at 21°C in the month of March. The average temperature of the study period has been recorded at 28°C.

3.8.4 Relative Humidity

The climate of the region is characterized by general dryness except during south west monsoon season. Humidity is usually high during the monsoon months, on average, July is the most humid. On average, February is the least humid month. Humidity decreases gradually during the post monsoon months and for rest of the year, the average relative humidity around 75% for Panvel Tehsil. The values of maximum & minimum relative humidity observed during the study period are 63-78 %.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.8.5 Precipitation

The annual rainfall is received during the southwest monsoon season i.e. from June to Sep, July being the month with highest rainfall. The total monthly annual rainfall observed from the IMD data is 2184.1 mm.

3.8.6 Wind Speed and Wind Direction

Wind rose based on hourly readings of wind speed and direction monitored during monitoring period at the factory site for the month of March 2018, April 2018 and May 2018. In general, the primary meteorological data obtained at the project site are in agreement with the data of previous years available from secondary source.

The wind rose diagram reveals that wind was blowing predominantly from the west and South west direction with frequency of approximately 45.6% having speed in the range of 0.5-2.1 m/s during the monitoring period with frequency of calm winds 17.6 % during the monitoring period. Wind rose graphically shown in Fig 3.7.

Figure No. 3.7. Wind rose diagram and Frequency class distribution for the period March to May 2018

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

3.9 Ambient Air Quality

Samples were collected in the 10 km study area to observe pollution trends throughout the region. It helps in providing a data base for evaluation of effects of a project activity in that region.

Methodology

The air quality monitoring study was conducted keeping the following points into consideration.

 Meteorological conditions on synoptic scale; i.e. after considering the pre-dominant wind direction.  Two locations in the upwind direction;  Four Locations in the downwind direction considering maximum impact.  Nearest habitat and sensitive receptors (Kharda Kh., Kharda Bk. and village Ladivali near boundary of Karnala Bird Sanctuary )

Table No. 3.6. Methodology for AAQM

Parameter Monitoring Analytical Method Minimum Technical Protocol Equipment’s Detectable limit 3 PM10 Fine Dust IS 5182 (Part 23) :2006, 10 µg/m Respirable Suspended sampler RA-2012 Particulate Matter (PM 10) gravimetric method 3 PM2.5 Fine Dust Guidelines for the 10 µg/m Respirable Suspended sampler measurement of Particulate Matter (PM Ambient Air pollutant 2.5) gravimetric method Vol. I,2011(CPCB Guidelines) 3 NOx Gaseous IS 5182 (Part VI) : 2006, 5 µg/m Modified Jacob & sampler RA-2012 Hochheiser (Na- Arsenate) method 3 SO2 Gaseous IS 5182 (Part II) : 2001, 5 µg/m Improved West and sampler RA-2012 Geake method

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Sampling location & Frequency

Ambient air quality of the study area has been assessed during summer period of March 2018 to May, 2018 through a network of nine ambient air quality stations within an area of 10 km region around the project site and including the project site. The sampling was done continuously for 24 hours for SO2, NOx, VOCs, and PM10 & PM2.5 with a frequency of twice a week for three months (24 observations for one location). The air monitoring locations are shown in Figure 3.8 and Table 3.7.

Table No. 3.7. Air sampling locations

Air Location Distance Geographical coordinates Direction Justification for Stations (km) selection A1 Project Location - 18.874601° N,73.163718°E - Core A2 Kharda Kh 0.5 km 18.877386° N,73.159680° E NW UW A3 Kharda Bk. 0.75 18.873781° N,73.170587° E SE DW A4 Ladivali 1.25 18.870327°N, 73.152849° E W UW Ambivali tarf A5 1.5 18.885167° N,73.170791°E NE CW Wankhal A6 Kaire 1.37 18.878428° N,73.176510° E E DW A7 Borivali 2.75 18.875273° N,73.189558° E E DW A8 Jambhivali 2.57 18.852970°N, 73.172224° E S CW A9 Vadgaon 4.37 18.855152° N,73.201121° E SE DW

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 3.8. Ambient Air Quality Monitoring Locations

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Table No. 3.8. Ambient Air analysis results

Statistical PM10 PM2.5 SO2 NOx CO Total parameter (µg/m3) (µg/m3) (µg/m3) (µg/m3) VOC A1-Project Site Minimum 38.0 31.2 9.4 12.2 0.1 0.01 Maximum 48.0 36.7 14.6 16.7 0.3 0.07 Average 42.6 34.6 12.1 14.4 98th Percentile 46.9 36.7 14.1 16.5 A2- Kharda Kh Minimum 40.1 34.5 10.8 13.3 ND ND Maximum 45.3 38.8 15.2 17.7 ND ND Average 41.8 36.4 12.7 15.2 ND ND 98th percentile 45.3 38.7 14.9 17.3 ND ND A3- Kharda Bk. Minimum 40.2 32.6 10.8 12.3 ND ND Maximum 47.2 45.1 15.7 17.6 ND ND Average 43.3 37.4 13.2 15.5 ND ND 98th percentile 46.9 44.0 15.5 17.6 ND ND A4- Ladivali Minimum 32.8 27.5 8.8 12.5 ND ND Maximum 41.8 36.2 15.7 18.2 ND ND Average 37.7 31.3 11.0 15.4 ND ND 98th percentile 41.7 35.9 15.2 17.7 ND ND A5- Ambivali tarf Wankhal Minimum 41.2 30.3 10.1 12.3 ND ND Maximum 50.3 44.5 14.1 16.3 ND ND Average 45.0 37.3 11.5 14.5 ND ND 98th percentile 49.5 43.5 13.7 16.3 ND ND A6- Kaire Minimum 38.5 34.5 9.8 12.9 ND ND Maximum 48.6 38.6 13.5 16.3 ND ND Average 43.2 34.6 11.4 14.8 ND ND 98th percentile 48.6 38.4 13.4 16.1 ND ND A7- Borivali Minimum 37.2 20.5 8.3 14.6 ND ND Maximum 42.6 37.3 15.3 18.2 ND ND Average 40.4 29.8 12.6 16.1 ND ND 98th percentile 42.5 35.1 15.3 18.2 ND ND A8- Jambhivali Minimum 37.2 28.6 8.5 12.3 ND ND Maximum 42.5 39.3 13.3 18.5 ND ND Average 39.9 33.0 10.6 14.8 ND ND 98th percentile 42.0 38.9 13.0 18.2 ND ND A9- Vadgaon

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Minimum 37.6 20.5 18.7 13.1 ND ND Maximum 42.1 38.8 12.8 22.9 ND ND Average 39.7 32.0 11.2 15.8 ND ND 98th percentile 41.9 38.7 12.7 20.9 ND ND NAAQS standards 2009, Ministry of Environment & Forest, Gov. of India Industrial, 100 60 80 80 4 - Residential and Rural Areas

The concentrations of PM10 PM2.5, SO2 and NOx (Table 3.8 ) were found within the National Ambient Air Quality Standards (NAAQ).

Interpretation

Particulate matter emission (PM10& PM2.5): After completion of baseline survey it was found that all ambient air quality parameters are within the NAAQ standards of Central Pollution Control Board. At Ambivali tarf Wankhal and Borivali, it was found that high percentage of particulate matter as compared to other monitoring locations as it is densely populated area and vehicular movement and local activity are higher compare to other.

SO2 emission: SO2 emission is found at Ambivali tarf Wankhal and Borivali due to vehicular movement.

NOx emission: NOx emission at all monitoring location are within the NAAQ standards. At Ladivali it was found that high percentage of NOx as compared to other monitoring. Nitrogen dioxide is a large scale pollutant, with rural background ground level concentrations in some extent. Nitrogen dioxide plays a role in atmospheric chemistry, including the formation of troposphere ozone. Nitrogen dioxide is also produced naturally during electrical storms. The term for this process is "atmospheric fixation of nitrogen". The rain produced during such storms is especially good for the garden as it contains trace amounts of fertilize

3.10 Ambient Noise Monitoring

Ambient noise standards are prescribed for residential, commercial and industrial areas and silence zone vide ‘The Noise Pollution (Regulation and control) Rules, 2000, notified by the MoEF&CC on February 14, 2000 and amended thereof. The ambient noise standards have

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra been stipulated during day time (6 am to 10 pm) and night time (10 pm to 6 am) keeping in the view the different sensitive and the resultant impacts at community level during these periods. The ambient noise levels were monitored at selected villages within the study area during day and night time covering residential, commercial/industrial and silence zones. Background noise levels were measured at the project site and surrounding villages by standard- noise- level- meter for 24 hours. Equivalent noise levels for day & night values were calculated.

Methodology

 Site visit and identification of sources of noise  Identifying monitoring locations and conducting noise monitoring  Determining possible impacts of noise on the environment from proposed activities  Suggestions of mitigation measures of noise and to reduce noise of sources exceeding the allowable limits

The Noise quality monitoring Station presented in Figure 3.9 & observed noise level is described in Table 3.9.

Table No. 3.9. Noise Level Monitoring Locations

Noise Location Aerial distance Geographical coordinates Direction sampling (km) N1 Project Location - 18.874601° N, 73.163718°E - N 2 Kharda Kh 0.5 km 18.877386° N , 73.159680° E NW N 3 Kharda Bk. 0.75 18.873781° N, 73.170587° E SE N 4 Ladivali 1.25 18.870327°N, 73.152849° E W Ambivali tarf N 5 1.5 18.885167° N , 73.170791°E NE Wankhal N 6 Kaire 1.37 18.878428° N, 73.176510° E E N 7 Borivali 2.75 18.875273° N, 73.189558° E SE N 8 Jambhivali 2.57 18.852970°N, 73.172224° E S N 9 Vadgaon 4.37 18.855152° N, 73.201121° E SE

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 3.9. Noise sampling Locations

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Results The results of all nine noise monitoring stations are summarized in the below Table 3.10. Table No. 3.10. Results of noise monitoring half day

Station Location Equivalent noise level, CPCB permissible limits codes Leq in dB (A) Day Time Night Time Day Time Night Time N1 Project Location 58.3 48.2 75 70 N2 Kharda Kh 55.1 42.2 55 45 N3 Kharda Bk. 53.4 40.1 55 45 N4 Ladivali 50.6 40.4 55 45 N5 Ambivali tarf Wankhal 55.2 41.0 55 45 N6 Kaire 50.8 39.2 55 45 N7 Borivali 48.2 38.0 55 45 N8 Jambhivali 44.6 37.5 55 45 N9 Vadgaon 46.2 36.2 55 45

Interpretation

The above results are within the CPCB Standards. The minimum noise level 36.2 dB (A) and the maximum noise level 55.2 dB (A) were observed in rural residential area. The relative high values of noise recorded in factory premises and suburban areas were primarily due to vehicular traffic and other activities.

3.11 Water Quality

The surface and ground water quality of the project area may get affected due to various factors. Assessment of baseline data on water environment (surface and ground) includes

 Identifying sensitive receptors nearby  Identification of nearest impact zone in case of failure of pollution control equipment  Identification of ground and surface water sources  Collection of water samples  Analyzing water samples for physio-chemical and biological parameters

Methodology

Assessment of water quality in the study area includes the water quality testing and assessment as per the Indian standard IS 10500:2012 (drinking water standard).

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

The surface and ground water sampling was carried out by using central pollution control board (CPCB) guidelines. A sample container was properly cleaned and rinsed with sample for three-four times before it was filled. Sample containers were labeled properly and sample code, sampling date was clearly marked on container.

 Surface water sample was collected from surface water body about 30 cm below the water surface using grab sampling method.

 Ground water samples were collected from bore well, hand pump & dug well

 Water samples from various locations in and around the project site within 10 km radius were collected for assessment of the physico-chemical and bacteriological quality.

 Methodologies adopted for analysis were according to the IS methods.

 The parameters thus analyzed were compared with IS 10500:2012.

3.11.1 Surface Water

Sampling location & frequency

Surface water samples were collected from three different locations within the study area as shown in Table 3.11 and Fig 3.10 once in May 2018.

Table No. 3.11. Surface water sampling locations

Sampling Location Aerial distance Geographical Direction Type Stations w.r.t project site coordinates w.r.t Code project site SW1 Karada Kh: : 0.57 km 18.863098° N NW Upstream Patalganga river 73.227913° E SW2 Ladivali 1 km 18.877465° N W Downstream :Patalganga river 73.158219° E

3.11.2 Ground water sampling location & Frequency

Ground water samples were collected from eight different locations within the study area as shown in Table 3.12 and Figure 3.10 once in May 2018.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Table No. 3.12. Ground water sampling locations

Stations Location Distance Direction Geographical coordinates Sample Source GW1 Karade (Budrukh) 0.84 SE 18.870868°N, 73.170123° E Dug Well GW2 Karade (Khurd) 0.30 W 18.876389° N,73.160278° E Dug Well GW3 Ladivali 1 WSW 18.870027° N, 73.153431° E Bore well GW4 Mohopada 3.11 NE 18.897508° N, 73.181635° E Bore well GW5 Chavane 2.2 SSW 18.856119° N 73.158389° E Dug well GW6 Savle 3.28 NNW 18.903786° N,73.156785° E Hand pump GW7 Jambhivali 2.6 SSE 18.853244° N,73.171329° E Dug well GW8 Vadgaon 4.5 SE 18.854727° N,73.201058° E Hand pump

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Figure No. 3.10. Surface and ground water sampling Locations

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Results

Surface water quality analysis report

The result of the surface water monitoring station is summarized in the below Table 3.13.

Table No. 3.13. Results of surface water sampling

Sr.No. Parameters Karada Kh Ladivali Unit IS:10500:2012 (Patalganga (Patalganga Required river ) river ) Standards Chemical Potability 1. Biochemical Oxygen <1 <1 mg/l N.S. Demand 2. Chemical Oxygen <5 <5 mg/l N.S. Demand 3. pH at 25 oC 7.18 7.24 - 6.50 to 8.50 4 Temperature 27 27 0C N.S. 5 Electrical Conductivity 140.3 160.5 µS/cm N.S. at 25 oC 6 Turbidity <1 <1 NTU ≤ 1 7 Total Dissolved Solids 95 109 mg/l ≤ 500 8 Total Solids 98 112 mg/l N.S. 9 Dissolved Oxygen 6.2 6.4 mg/l N.S 10 Acidity as CaCO3 <5 <5 mg/l N.S. 11 Total Alkalinity as 28 26.0 mg/l ≤ 200 CaCO3 12 Total Hardness as 22.23 26.02 mg/l ≤ 200 CaCO3 13 Calcium as Ca 6.01 8.41 mg/l ≤ 75 14 Magnesium as Mg 1.70 1.21 mg/l ≤ 30 15 Chloride as Cl- 15.76 15.27 mg/l ≤ 250 16 Sulphates as SO4 13.95 19.37 mg/l ≤ 200 17 Nitrate as NO3 <1 2.93 mg/l ≤ 45 18 Ammonical Nitrogen as <0.1 <0.1 mg/l N.S. NH4-N 19 Total Kjeldahl Nitrogen <1 <1 mg/l N.S. NH3-N 20 Salinity 0.028 0.027 ppt N.S. 21 Fluoride as F <0.1 <0.1 mg/l ≤ 1.0 22 Total Phosphorous <1 <1 mg/l N.S. 23 Silica as SiO3 0.90 1.08 mg/l N.S. 24 Phenol <0.001 <0.001 mg/l ≤ 0.001 25 Sodium as Na 16 17 mg/l N.S. 26 Potassium as K 03 02 mg/l N.S.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

27 Hexavalent Chromium <0.02 <0.02 mg/l N.S. (as Cr6+) 28 Iron (as Fe) <0.05 <0.05 mg/l ≤ 0.3 29 Copper (as Cu) <0.04 <0.04 mg/l ≤ 0.05 30 Manganese as Mn <0.1 <0.1 mg/l ≤ 0.1 31 Nickel <0.01 <0.01 mg/l ≤ 0.01 32 Zinc as Zn <0.05 <0.05 mg/l ≤ 5 33 Boron as B <0.04 <0.04 mg/l ≤ 0.5 34 chromium <0.03 <0.03 mg/l ≤ 0.05 35 lead <0.01 <0.01 mg/l ≤ 0.01 36 cadmium <0.003 <0.003 mg/l ≤ 0.003 BACTERIOLOGICAL POTABILITY 01 Total Coliforms 600 600 MPN./100 ml Absent 02 Fecal coliform 300 300 MPN./100 ml Absent

Inference

A review of the above chemical analysis reveals that water from Patalganaga River not suitable for drinking purposes due to presence of MPN in the surface water samples collected. This is due domestic activity carried out near river bank. Domestic activity like washing of utensil, cloths, animal cleaning, human and animal excreta etc. are dumped in river water. Rest all the constituents are within the limits prescribed for drinking water standards promulgated by Indian Standards (10500: 2012).

Ground Water

Results

The results of all eight ground water monitoring stations are summarized in the below Table No. 3.14.

Table No. 3.14. Results of ground water sampling

Characteristics GW1 GW2 GW3 GW4 GW5 GW6 GW7 GW8 IS 10500: 2012 pH at 25 oC 7.36 7.44 7.27 7.53 7.48 7.58 7.63 7.74 6.5 - 8.5 Temp. 27 29 27 27 27 27 27 27 N.S. EC 736 1305 783 619.2 362.8 534 410 458 N.S. Turbidity <1 <1 <1 <1 <1 <1 <1 <1 ≤ 1 TDS 492 1056 495 422 248 317 281 344 ≤ 500 TSS 6 8 7 5 5 5 8 4 N.S.

Acidity as CaCO3 <5 <5 <5 <5 <5 <5 <5 <5 N.S.

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra

Total Alkalinity as 176 153.92 150 110 152 152 122.4 132 ≤ 200 CaCO3 Total Hardness as 170.13 570.45 178.14 112.08 96.07 65.05 130.10 148.11 ≤ 200 CaCO3 Calcium as Ca 40.08 144.28 55.31 27.25 23.24 18.03 36.87 42.48 ≤ 80 Magnesium as Mg 17.01 51.05 9.72 10.69 9.23 4.86 9.23 10.21 ≤ 30 Chloride as Cl- 39.91 78.84 90.66 88.69 29.56 14.78 39.42 43.36 ≤ 250 Sulphates as SO4 29.79 176.04 67.70 176.04 <10 33.95 31.97 36.04 ≤ 200 Nitrate as NO3 4.58 5.08 4.01 32.51 2.21 1.47 3.88 4.25 ≤ 45 Ammonical Nitrogen as <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 N.S. NH4-N Total Kjeldahl Nitrogen <1 <1 <1 <1 <1 <1 <1 <1 N.S. Salinity 0.072 0.142 0.16 0.16 0.053 0.026 0.0712 0.078 N.S. Fluoride <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 ≤ 1.0 Total Phosphorous <1 <1 <1 <1 <1 <1 <1 <1 N.S. Silica as SiO3 6.24 17.4 7.5 3.00 2.25 1.84 1.10 1.24 N.S. Phenol <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 ≤ 0.001 Sodium 27 27 70 75 33 50 36 30 N.S. Potassium 04 09 04 03 03 03 08 025 N.S. Hexavalent Chromium <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 N.S. (Cr6+) Iron (as Fe) <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 ≤ 0.3 Copper (as Cu) <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 <0.04 ≤ 0.05 Manganese as Mn <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 ≤ 0.1 Nickel <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ≤ 0.01 Zinc as Zn <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 ≤ 5 Chromium <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 ≤ 0.05 Lead <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ≤ 0.01 Cadmium <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 ≤ 0.003 Total coliforms <2 <2 <2 <2 <2 <2 <2 900 Absent Fecal coliform <2 <2 <2 <2 <2 <2 <2 500 Absent

Inference

Higher electrical conductivity of water sample was recorded in bore well, hand pump water dug well in Karade (Kh.) due to increase in concentration of dissolved ions in water in summer season. Increasing TDS concentration, hardness is due to salts enter groundwater through dissolution of soil, rock, and organic material. In summer season might be due to low water level and high rate of evaporation of water and addition of calcium and magnesium salts. Heavy metals are not detected in all the samples.

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3.12 Soil Environment

Soil is the unconsolidated material on the earth surface that serves as a natural medium for plant growth. Medium black and deep black soil is observed in the project area.

Methodology

 Site visit and collection of soil sample  Manual sample collection using hammer and container bags for collecting undisturbed top soil.  Sample was taken from the surface to plough depth 0-22 cm

 Recently fertilized, old bunds, marshy spots, near trees, compost heaps and farm sheds etc. these locations are avoided at the time of sampling.

 Each Sample collected was a uniformly thick 2 cm slice of soil from the exposed soil face V in shaped hole.

 Selection of locations of soil sample is done on the basis nearest impact zone and possibility to alter the characteristics of soil due to failure of pollution control equipment and runoff.

Sampling location & frequency

Soil samples were collected from eight different locations within the study area as shown in Table 3.15 and Fig 3.11 once in May 2018.

Table No. 3.15. Soil sampling locations

Sampling Location Distance Direction Geographical coordinates Stations S1 Karade (Budrukh) 0.84 SE 18.870868°N, 73.170123° E S2 Karade (Khurd) 0.30 W 18.876389° N,73.160278° E S3 Ladivali 1 WSW 18.870027° N, 73.153431° E S4 Mohopada 3.11 NE 18.897508° N, 73.181635° E S5 Chavane 2.2 SSW 18.856119° N 73.158389° E S6 Sawale 3.28 NNW 18.903786° N,73.156785° E S7 Jambhivali 2.6 SSE 18.853244° N,73.171329° E S8 Vadgaon 4.5 SE 18.854727° N,73.201058° E

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Figure No. 3.11. Soil sampling location

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Results Table No. 3.16. Results of soil sampling

Characteris Unit Karad Karad Ladiva Mohopa Chava Savle Jambhiv Vadgao tics e e li da ne ali n (Bk.) (Khur d) Texture - Clay Clay Clay Clay Loam Clay Clay Clay Clay Loam Loam Loam Loam Loam Loam Loam Percentage of different components Sand % 25 23 20 23 27 22 21 23 Silt % 31 31 38 31 31 37 38 29 Clay % 44 46 42 46 42 41 41 48 Soil % 9.1 8.4 10.2 10.9 11.2 9.88 9.1 6.91 Moisture Bulk Density g/cm2 1.13 1.21 1.12 1.25 1.34 1.32 1.32 1.00 Water % 41.2 42.5 52.3 48.9 47.6 48.9 44.5 54.7 Holding Capacity pH -- 7.64 7.77 7.83 7.64 7.81 7.81 7.83 7.90 Conductivity µs/cm 388.2 392.5 401.2 415.5 427.2 385.9 388.5 478.4 Organic % 0.62 0.70 0.75 0.68 0.58 0.82 0.70 0.90 Carbon Calcium (as mg/kg 124 125 131.2 128.3 137.2 142.9 129 228.0 Ca) Magnesium mg/kg 51.2 42.6 37.1 41.2 45.2 52.1 35.2 89.9 (as Mg) Available kg/ha 171.9 164.1 148.2 138.2 147.3 151.2 154.8 162.9 Nitrogen Phosphorous kg/ha 8.03 7.95 7.55 6.95 7.01 8.25 8.02 6.19 (as P) Potassium kg/ha 127.6 132.2 141.2 135.8 132.5 128.9 133.3 149.7 (as K) Iron (as Fe) mg/kg 11.1 10.8 9.85 8.52 11.1 9.72 10.7 13.33 Zinc (as Zn) mg/kg 0.71 0.62 0.58 0.73 0.45 0.63 0.52 0.69 Copper (as mg/kg 0.32 0.28 0.21 0.34 0.28 0.32 0.18 0.57 Cu) Sodium mg/kg 41.3 42.5 42.5 42.8 35.2 41.2 37.5 36.2 Manganese mg/kg 0.17 0.22 0.22 0.18 0.23 0.15 0.17 <0.05 (as Mn) Total mg/kg <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 Chromium (as Cr) Nickel (as Ni) mg/kg <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 Cadmium mg/kg <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 (Cd) Lead (as Pb) mg/kg <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 Sodium - 4.41 4.64 4.63 4.65 3.68 4.17 4.13 4.84 Adsorption Ratio

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Inference  All the samples having pH in range of 7.64 to 7.9  Conductivity of the samples is in between 385.9 to 478.4 mho/cm. Vadgaon Village has the highest conductivity value.  Nitrogen concentration in all the soil samples are in the range of 138.2 to 171.9 kg/ha.  Soil Organic Matter also acts the major sink and source of soil carbon. The concentration of the organic matter in the soil is 0.62 to 0.90 %.  Heavy metals like Copper, Cadmium, Lead, Boron, Chromium, Manganese, and Molybdenum are not detected in all the samples.  Overall it is observed that the soils of the region are good for agriculture

3.13 Ecology Biodiversity

3.13.1 Flora

The floral and faunal studies were conducted in the month of May 2018 for the entire project area covering 10 km radial distance from the project site. The sites for terrestrial and aquatic ecology sampling were identified during the reconnaissance visit and sampling was carried out thereafter. Ecological studies helps in evaluation of biological impacts viz. deforestation/ tree cutting and shrinkage of animal habitat, impact on flora and fauna due to the interventions of the proposed project. This involves impact on rare and endangered species, endemic species and migratory path/ route of animals and impact on breeding and nesting.

Methodology

In order to assess the prevailing status of flora and fauna in the project region, particularly on the endemic, rare and endangered species; and migratory path/ route of animals and birds and their breeding and nesting places in different terrestrial and aquatic locations of project area; baseline ecological surveys were conducted during the study period.

 Reconnaissance visit of the entire project area, in order to have a broad understanding on the prevailing situation on flora and fauna in the project area for

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stratifying different areas into different representative classes in order to select most appropriate sampling locations for conducting detailed ecological surveys

 The sites for Ecology and Biodiversity sampling were identified during the reconnaissance survey and sampling was carried out thereafter. GPS instrument (GARMIN Oregon 550) was used to record details of sampling stations.

 The methodology adopted for faunal survey involves random survey, diurnal bird observation, active search for reptiles and review of previous studies.

 Detailed primary ecological field surveys for establishing the first-hand information on prevailing ecological status in the project area, covering different representative physiognomic and habitat conditions

 Observation for endemic species, threatened species, if any present in the study area.

 The sites for ecology sampling were identified during the reconnaissance survey and sampling was carried out thereafter. The photo documentation was done by using the COOLPIX P-510 Digital Camera.

 References used to identify the representative spectrum of threatened species, population and ecological communities listed by Indian wild Life Protection Act, 1972, ENVIS Database, IUCN Database, Red Data Book. The status of individual species was assessed using the revised IUCN/IWPA category system.

 Field reference book namely Common Indian Wild Flower by Issac Kehimkar, Flowers and Further Flowers of Sahyadri by Shrikant Ingalhalikar and Birds of Indian Subcontinent by Richard Grimmett are used for the identification of flora and birds.

Monitoring location & frequency

The baseline study, for the evaluation of the floral and faunal biodiversity of the study area, with in 10 km radius from the proposed project has been conducted during May, 2018.

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Table No. 3.17. Ecological Sampling Location

Name of village Distance Direction Geographical coordinates Karade (Budrukh) 0.84 SE 18.870868°N, 73.170123° E Karade (Khurd) 0.30 W 18.876389° N,73.160278° E Ladivali 1 WSW 18.870027° N, 73.153431° E Mohopada 3.11 NE 18.897508° N, 73.181635° E Chavane 2.2 SSW 18.856119° N 73.158389° E Sawale 3.28 NNW 18.903786° N,73.156785° E Jambhivali 2.6 SSE 18.853244° N,73.171329° E Vadgaon 4.5 SE 18.854727° N,73.201058° E

Observations during site visit

The study area represents as dry deciduous Patches of reserve forest, open mixed jungle, and Karnala Wild Life Sanctuary etc. observed in the study area. During the field survey 61 species (excluding Karnala WLS) recorded in and around periphery of the proposed project. Family wise tree species recorded as below.

Table No. 3.18. List of species recorded in the study area during the Study

No. Botanical Name Family Common Name Type 1. Acacia catechu (L.f.) Willd. Mimosaceae Khair Tree 2. Acacia leucophloea (Roxb.) Willd. Mimosaceae Hivar Tree 3. Acacia nilotica (L) Willd. Mimosaceae Babul Tree 4. Aegle marmelos (L.) Corr. Rutaceae Bel Tree 5. Agave cantula Roxb Agavaceae Ghayapat Shrub 6. Alstonia scholaris (L.) R.Br. Apocynaceae Saptaparni Tree 7. Annona squamosa L. Annonaceae Sitaphal Tree 8. Argemone mexicana L. Papaveraceae Pivala Dhotra Herb 9. Artocarpus heterophyllus Moraceae Phanas Tree 10. Azadirachta indica Linn. Meliaceae Neem Tree 11. Bougainvillea spectabilis Willd. Nyctagineae Boganvel Tree 12. Butea monosperma L. Leguminosae Palas Tree 13. Caesalpinia pulcherrima (L.) Sw. Caesalpiniaceae Shankasur Tree 14. calotropis procera Asclepiadaceae Rui Tree 15. Carissa congesta Wight. Apocynaceae Karvand Shrub 16. Caryota urens L. Palmae Fish Tail Palm Tree 17. Cassia siamea Lamk. Caesalpiniaceae Tree 18. Cocos nucifera L. Palmae Naral Tree 19. Delonix regia (Hook.) Ref. Caesalpiniaceae Gulmohor Tree

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No. Botanical Name Family Common Name Type 20. Erythrina variegata Fabaceae Pangara Tree 21. Eucalyptus globulus Labill. Myrtaceae Nilgiri Tree 22. Eucalyptus tereticornis Myrtaceae Nilgiri Tree 23. Ficus benghalensis L. Moraceae Wad Tree 24. Ficus racemosa L. Moraceae Umbar Tree 25. Ficus religiosa L. Moraceae Pimpal Tree 26. Gliricidia sepium Fabaceae Glirididia Tree 27. Gossypium arboreum L. Malvaceae Kapus Shrub 28. Hibiscus esculentus Linn. Malvaceae Bhendi Crop 29. Hibiscus indicus Burm. F. Hochr Malvaceae Jasvand Shrub 30. Ipomoea carnea Jacq. Convolvulaceae Beshram Shrub 31. Lagerstroemia speciosa Lythraceae Tamhan Tree 32. Lantana camara Verbenaceae Ghaneri Shrub 33. Leucaena leucocephala Fabaceae Subabhul Tree 34. Limonia acidissima L. Rutaceae Kavath Tree 35. Mangifera indica L. Anacardiaceae Amba Tree 36. Moringa oleifera Moringaceae Shevga Tree 37. Murraya koenigii (L.) Spreng. Rutaceae Kadipatta Tree 38. Ocimum sanctum L. Lamiaceae Tulas Herb 39. Parthenium hysterophorus L. Compositae Gajargavat Herb 40. Phoenix sylvestris Roxb Palmae Shindi Tree 41. Phyllanthus emblica L. Euphorbiaceae Avala Tree 42. Plumeria alba L. Apocynaceae Chapha Tree 43. Polyalthia longifolia (Sonn.) Thw. Annonaceae Ashok Tree 44. Pongamia pinnata (L.) Pierre Leguminosae Karanj Tree 45. Prosera juliflora Fabaceae Vedi babhul Tree 46. Prosopis juliflora (SW.) DC. Mimosaceae Vedi Babul Tree 47. Ricinus communis L. Euphorbiaceae Erand Tree 48. Samanea saman (Jacq.) Merr. Mimosaceae Rain Tree Tree 49. Spathodea campanulata Bignoniaceae Pichkari Tree 50. Syzygium cumini Myrtaceae Jambhul Tree 51. Syzygium cumini (L.) Skeels Myrtaceae Jambhul Tree 52. Tamarindus indica L. Caesalpiniaceae Chinch Tree 53. Tectona grandis L.f. Verbenaceae Sag Tree 54. Terminalia catappa L. Combretaceae Badam Tree 55. Thespesia populnea Malvaceae Ranbhendi Tree 56. Tribulus lanuginosus L. Zygophylaceae Gokharu Herb 57. Tridax procumbens L. Compositae Dagdi Pala Herb 58. Vachellia nilotica Fabaceae Kateri Babhul Tree

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No. Botanical Name Family Common Name Type 59. Vitex negundo L. Lamiaceae Nirgudi Shrub 60. Ziziphus jujuba L. Rhamnaceae Bor Tree 61. Ziziphus xylopyrus (Retz.) Willd. Rhamnaceae Ghati Bor Tree

Karnala Bird Wild Life Sanctuary

The Karnala Bird Sanctuary is located within 5 km radius study area. The sanctuary is quite small with an area of 14.12 sq.km. This forest is mainly classified under mixed deciduous forest and is majorly comprised of grassy, riparian, Evergreen, Deciduous and Rocky habitats.

Figure No. 3.12. Glimpses of Karnala Wild Life Sanctuary

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Table No. 3.19. List of Trees, Shrub, Climber, and Herbs reported at Karnala WLS

No Name No Name Trees 1. Vangueria spinosa 57 Azadirachta indica 2. Flacoartia indica 58 Ficus retusa 3. Bauhinia racemosa 59 Butea monosperma 4. Emblica offcinalis 60 Stereosparmum chelonides 5. Bridelia retusa 61 Ficus tseila 6. Morinda pubescens 62 Peltophorum ferrugineum 7. Spondias pinnata 63 Erythrina indica 8. Mangifera indica 64 Acacia ferruginea 9. Ficas glomerata 65 Randia uliginosa 10. Terminalia timentosa 66 Ficus religiosa 11. Hymenodictyon excelsum 67 ficus arnottiana 12. Ficus asperrima 68. Oleo dioica 13. Murraya koeniglii 69. Albizzia chinensis 14. Dillenia pentagyna 70. Microcos paniculata 15. Pongamia glabra 71. Dalbergia paniculata 16. Mitragyana parvifolia 72. Mimusops elengi 17. Garuga pinnata 73. Cassia fistula 18. Lepisanthes tetraphylla 74. Pterocarpus Marsumpium 19. Wrightia tinctoria 75. Elaeodendron glaucum 20. Anacardium occidentale 76. Semecarpus anacaedium 21. Sideroxylon tomentosum 77. Aegle marmelos 22. Albizia procera 78. Terminalia bellirica 23. Casearia tomentosa 79. Lagerstroemia parviflora 24. Holarrhena antidysentrrica 80. Cordia dichotoma 25. Schleichera oleos 81 Ziziphus jujuba 26. Garcinia indica 82 Thespesia populnea 27. Bauhinia malabarica 83 Murraya exotica 28. Stericulia cotorata 84 Dolichondrone falcate 29. Careya arborea 85 Madhuca latifolia 30. Stereospermum xylocarpum 86 Maba nigrescens 31. Sterculia cotorata 87 Trewia nudiflora 32. Streblus asper 88 Sapindus emerginata 33. ,mimusops hexandra 89 Wringhtia arborea 34. Acacia catechu 90 Ixora parvifolia 35. Randia dumetorum 91 Ixora arborea 36. Gliricidia sepium 92 Ficus Bengalensis 37. Ziziphus xylopyrus 93 Albizia odoratissima 38. Grewia serrulata 94 Heterophragma roxburghii 39. Erinocarpus nimmonii 95 Kotoptelea integrifolia 40. Bauhinia foveolata 96 Embelia robusta sensu 41. Macaranga peltata 97 Kydia calycina 42. Tamarindus indica 98 Albizia lebbek 43. Lagerstroemia 99 Gmelina arborea 44. Xylia xylocarpa 100 Dalbergia lalifolia 45. Eugenia jambolana 101 Lannea coromandelica 46. Oroylum indicum 102 Phoenix sylvestris 47. Diospyros melanoxylon 103 Mallotus philippensis 48. Borassus Flabellifer 104 Tectono grandis 49. Gardenia gummifera 105 Alstonia scholaris 65 MITCON Consultancy & Engineering Services Ltd.

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No Name No Name Trees 50. Cordia macleodii 106 Bombax ceiba 51. Ficus heterophylla 107 Salmalia insignis 52. Dalbargia lanceolaria 108 Sageraea laurifolia 53. Grewia titiaefolia 109 Mammea suriga 54. Anogeissus latifolius 110 Terminalia chebula 55. Tabernaemontana heyneana 111 Adina cordifolia 56. Lagerstroemia microcarpa 112 Saccopetalum tomentosum Shrubs Climbers 1 Adhatoda Vasica 1 Gnetum ula 2 Jatropha curcas 2 Calycopteris floribunda 3 Carissa congesta 3 Gloriosa superba 4 Moghania Strobelifera 4 Celastrus Paniculatos 5 Strobilanthes Callosus 5 Mucuna pruriens 6 Crotolaria refusa 6 Entada rheedei 7 Lantana camera 7 Abrus precatorius 8 Allophylus cobbe 8 Tinospora cordifolia 9 Zizphus rugosa 9 Caesalpinia sepiaria 10 Wood fordia fruticosa 10 Butea superta 11 Datura innoxia mill 11 Dalbergia horrida 12 Vitex negundo 12 Combretum ovalifolium 13 Opuntia elatior 13 Capparis sepiaria 14 Pogostemon purpurascens 14 Clematis triloba 15 Barteria prionitis 15 Wagatea Spicata 16 Helicteris isora 16 Diploclisia glaucescens 17 Ocimum americanum 18 Thespesia lampas 19 Eupatorium glandulosum 20 Calotropis gigantean 21 Xanthium indicum Herbs Grasses 1 Hemidesmus indicus 1 Ischaemum pilosum 2 Blumea tecera 2 Eragrostis tenella 3 Indigofera enephylla 3 Andropogon pumilis 4 Cassia tora 4 Andropogon pertusus 5 Urena lobata 5 Andropogon monticola 6 Pavetta tomentosa 6 Dendrocalamus strictus 7 Cleome viscose 7 Ischaemum rugousm 8 Musa superba 8 Andropogontriticeus 9 Solanum anguivi 9 Anthistria ciliate 10 Cureuma aromatic 10 Andropogon annulatus 11 Asteracantha iongifolia 11 Andropogon schoenanthus 12 Senecio grahami 12 Ischaemum indicum 13 Cynodon dactylon

3.13.2 Faunal Studies

Faunal studies were restricted to major groups such as reptiles, birds, and mammals. For preparation of the checklist of fauna of the project area, direct sightings during various

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Proposed manufacturing unit for production food preservatives at Plot No.E-73 Additional EIA report Patalganga MIDC, Dist. Raigad, Maharashtra baseline studies, discussion with local communities regarding presence or absence of species and literature studies were taken into consideration. The areas reported for the presence of the species were visited during the day as well as night. Apart from the direct sightings of the animals during visits, indirect signs such as dry skin, pugmarks, calls, and droppings were also considered as an indicator for the presence of the species. Field reference book namely ‘Birds of Indian Subcontinent’ by Richard Grimmett.

Table No. 3.20. Faunal species observed during field visit

Sr. No Common Name Scientific Name Mammals 1. Squirrel Funambulus palmarum 2. Indian Grey Mongoose Herpested edwardsil 3. Common Cat Felis silvestris catus 4. Cow Bos primigenius 5. Domestic Buffalo Bubalus bubalis 6. Goat Capra hircus aegagrus 7. Common Dog Canis lupus familiaries Amphibians/ Reptiles 1. Common Garden Lizard Calotes versicolor 2. Brahminy Skink Mabuya carinata 3. Northern House Gecko Hemidactylus flaviviridis 4. Common Indian toad Bufo melanostictus 5. Brook’s Gecko Hemidactylus brookii 6. Blind Snake Ramphotyphlops braminus 7. Cobra Naja naja 8. Rat snake Pantherophis obsoletus 9. House Gecko Hemidactylus brooki 10. Rock Lizard Psmmophilus blanfordanus 11. Common Garden Lizard Calotes versicolor 12. Turtle Butterfly 1. Common Grass Yellow Eurema hecabe 2. Common Indian Crow Euploea core 3. Red Pierrot Talicada nyseus 4. Blue Mormon Papilio polymnestor 5. Blue Pansy junonia orithya 6. Chocolate Pansy Junonia iphita 7. Common Evening Brown Melanitis leda 8. Orange-tip Anthocharis cardamines

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Dragon flies and Damselflies 1. Senegal Golden Dartlet Ischnura senegalensis 2. Yellow Bush Dart Copera marginipus 3. Ditch Jewel Brachythemis contaminata 4. Crimson Marsh Glider Trithemis aurora 5. Long legged Marsh Skimmer Trithemis Pallidinerries

Table No. 3.21. Ave species observed during field visit

Sr. No. Common Name Scientific Name 1. Painted Partridge Francolinus pictus Least Concern 2. Black Kite Milvasmigrans NA 3. Cattle egret Bubulcus ibis NA 4. Indian robin Saricoloides fulicata NA 5. Little cormorant Phalacrocoras niger NA 6. Jungle crow Corrus macrorhynehw NA 7. Darter Anhinga Melanigaster NA 8. Pond heron Ardeola gragisi NA 9. River turn Sterna auranta NA 10. Cotton teal Etapus coromandelisanus NA 11. Kingfisher Halcyon Pisteata NA 12. Grey heron Ardea cinerca NA 13. Purple sunbird Nectarinia asiatica Least Concern 14. Baya Weaver Ploceus philippinus Least Concern 15. Blue rock pigeon Columba livia Least Concern 16. Myna Acridotheres tristis N.A. 17. Indian Grey hornbill Ocyceros birostris Least Concern 18. Brahmini Kite Haliasture Indus N.A. 19. Crow Corvus Splendens Least Concern 20. Pond Heron Ardeola Grayii Least Concern 21. White breasted water hen Amaurnis Phoenicurus N.A. 22. Red Vent Bulbul Pycnonotus sps. N.A. 23. Red whispered Bulbul P.Jocosus N.A. 24. Magpie Robin Copsychus saularis Least Concern 25. Tailor Bird Ortomus Sutorius N.A. 26. Purple Sun Bird Nectarina Asiatica N.A. 27. Little Green Bee Eater Merops Orientalis Least Concern 28. Rose ringed parakeet Psittacula Krameri Least Concern 29. Barn Owl Halcyon chloris Least Concern 30. Kingfisher Alcedo atthis Least Concern 31. Lark Alaudidae Least Concern 32. Coppersmith barbet Megalaima haemacephala Least Concern 33. Green bee-eater Merops orientalis Least Concern 34. Pied bush chat Saxicola caprata Least Concern

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Sr. No. Common Name Scientific Name 35. Black drongo Dicrus adsimilis NA 36. Common swallow Hirando rustica NA 37. Koel Eudynamys scolopacea Least Concern 38. Large Indian parakeet Psiltacula eupatria NA 39. Shrike Disambiguation NA 40. Hoopoe Upupa epops Least Concern 41. Crow pheasant Centropus cinensis NA

Faunal Studies Table No. 3.22. Birds reported in the Karnala Wild Life Sanctuary

Sr. No. Species Name R/M Status 1 Babbler 2 Indian Scimitar R C 3 Jungle R C 4 Puff Throated (Spotted) R C 5 Tawny Bellied R O 6 Fulveta Brown Checked (Quaker Babbler) R C 7 Barbet 8 Brown headed (large green) R C 9 Coppersmith (Crimson breasted) R C 10 Bee Eater 11 Small green R O 12 Bulbul 13 Red vented R C 14 Red Whiskered R C 15 White Browed R C 16 White Eared (White checked) R Rare 17 Buzzard 18 Oriental Honey R C 19 White Eyed LM O 20 Crow 21 House R C 22 Large billed (Jungle) R C 23 Coucal (Crow Pheasant) R C 24 Cuckoo 25 Koel Asian R C 26 Banded bay BM O 27 Common Hawk BM O 28 Drongo BM rare 29 Pied BM O 30 Dove 31 Emerald R O

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Sr. No. Species Name R/M Status 32 Spotted R C 33 Drongo 34 Ashy M C 35 Black R C 36 Bronzed R O 37 Greater Racket tailed R C 38 Hair crested M O 39 White bellied R O 40 Eagle 41 Black LM rare 42 Booted M rare 43 Crested Serpent R C 44 Egret 45 Cattle R C 46 Falcon 47 Common Kestrel LM O 48 Peregrine-Shaheen R C 49 Hawk/Shikra 50 Shikra R C 51 Basera Sparrow hawk M Rare 52 Eurasian Sparrow hawk M rare 53 Flower pecker 54 Pale billed (Tickle’s) R C 55 Thick billed R C 56 Flycatcher 57 Asian brown M O 58 Asian Paradise LM C 59 Grey headed M O 60 Monarch R C 61 Red Breasted M O 62 Rusty tailed M rare 63 Tickle’s blue R C 64 Ultramarine M O 65 Verditer M O 66 White Throated R C 67 Heron 68 Black crown R C 69 Indian Pond R C 70 Hoopoe 71 Common M O 72 Hornbill 73 Indian Grey R C 74 Iora 75 Common R C

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Sr. No. Species Name R/M Status 76 Fowl 77 Jungle fowl, Grey R rare 78 Peafowl, Common R rare 79 Spur fowl, Red R rare 80 Kingfisher 81 Common R C 82 Oriental dwarf (three-toed) BM rare 83 White Throated R C 84 Kite 85 Black R C 86 Black Shouldered R O 87 Lapwing 88 Red Wattled R C 89 Lark 90 Malabar R O 91 Leaf bird 92 Blue winged /Jordon’s R C 93 Golden fronted R C 94 Martin 95 Dusky crag R C 96 Minivet 97 Orange R C 98 Small R C 99 Munia 100 Scaly breasted R C 101 White rumped R O 102 Avadavat, red R O 103 Myna 104 Common R C 105 Jungle R O 106 Nightjar 107 Grey R O 108 Jungle R O 109 Oriole 110 Black hooded R C 111 Black napped M rare 112 Eurasian golden M C 113 Owlet/Owl 114 Jungle barred R C 115 Spotted R O 116 Parakeet 117 Alexandrine R C 118 Plum-headed R C 119 Rose ringed R C 71 MITCON Consultancy & Engineering Services Ltd.

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Sr. No. Species Name R/M Status 120 Vernal hanging (Lorikeet) LM rare 121 Grey fronted R C 122 Blue Rock R C 123 Yellow footed Green R O 124 Pipit 125 Tree - - 126 Pitta 127 Indian Pitta R O 128 Redstart 129 Black M rare 130 Robin 131 Indian R C 132 Oriental Magpie R C 133 Roller 134 Indian M Rare 135 Sandpiper 136 Common M O 137 Green M O 138 Shama 139 White rumped R C 140 Shrike 141 Long tailed/ backed M C 142 Common hood R C 143 Black headed BM O 144 Large grey R O 145 Sparrow 146 Chestnut – shoulder R C 147 Sparrow house R C 148 Starling 149 Asian pied R O 150 Chest nut tailed M O 151 Sunbird 152 Crimpson R O 153 Crimpson-backed R C 154 Loten’s R O 155 Purple R C 156 Purple rumped R C 157 Swallow 158 Barn M C 159 Red Rumped R O 160 Swift 161 Asian Palm R C 162 House LM O 163 Tailor Bird

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Sr. No. Species Name R/M Status 164 Common R C 165 Thrush 166 Blue Rock M rare 167 Blue capped rock M rare 168 Malabbar whistling R C 169 Orange headed R C 170 Tree Pie 171 Rufous R C 172 Wagtail 173 Forest M O 174 Grey M O 175 Booted M C 176 Greenish M C 177 Sulpher bellied M O 178 Water Hen 179 White breasted R C 180 Weaver 181 Baya R C 182 Wood pecker 183 Brown capped Pigmy R C 184 Heart spotted R O 185 Rufus R C 186 White napped R rare 187 Yellow crowed R O R= resident M= Migratory LM= Local migratory BM= Breeding Migratory C= Common, O= Occasional

Mammals, which are present in the study area, are enumerated in the table below. Table No. 3.23. Checklist of Prominent Mammals in the Study Area

Sr. Scientific Name Common Name IWPA Status IUCN Status No 1. Order: Primates - - - Family: Cercopithecidae - - - Subfamily: Colobinae Macaca mulatta (Zimmermann, 1780) Rhesus Least Concern Macaques Semnopithecus schistaceus Hanuman - - Desmarest, 1822 Langoor 2. ORDER: RODENTIA - - - SUBORDER: SCIUROMORPHA - - -

Family: Sciuridae (Squirrels) - - -

Subfamily: Callosciurinae - - -

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Sr. Scientific Name Common Name IWPA Status IUCN Status No Funambulus paimarum (Linnaeus, Indian Palm - Least Concern 1766) Squirrel 3. SUBORDER: MYOMORPHA - - - Family: Muridae - - - Subfamily: Muridae (Rats and Mice) - - - Mus booduga (Gray, 1837) Little Indian Schedule V Least Concern Field Mouse Mus musculus Linnaeus, 1758 House Mouse Schedule V Least Concern 4. SUBORDER: HYSTRICOMORPHA - - - Family: Hystricidae (Old world - - - porcupines) Hystrix indica Kerr, 1792 Indian Crested Schedule IV Least Concern Porcupine 5. ORDER: LAGOMORPHA - - - Family: Leporidae (Hares and Rabbits) - - - Lepus nigricollis F. Cuvier, 1823 Indian Hare Schedule IV Least Concern 6. ORDER: CARNIVORA - - - SUBORDER: FELIORMIA - - -

Family: Herpestidae (Mongooses) - - -

Subfamily: Herpestinae (Mongooses) - - - Herpestes edwardsii (t.Geoffroy Grey Mongoose Schedule IV LR-lc Saint-Hilaire, 1818) 7. ORDER: ARTIODACTYLA - - - Family: Suidae (Pigs) - - -

Sus scrofa Linnaeus, 1758 Wild Boar Schedule III LR-nt Family: Cervidae - - - Muntiacus Rafinesque, 1815 Bhekar Schedule III Least Concern

3.13.3 Cropping Pattern

Proportion of people engaged in various types of occupations. Rice, Wari, Nachni, Pulses, Spices, Oil Seeds, Fruits and vegetables and Fodder crops are the major eight crops grown in the study area.

Table No. 3.24. Major Crops of the region

Sr. No. Crops 1. Rice 2. Pulses (Lab lab bean, cowpea, black gram, horse gram, etc 3. Finger millets 4. Pros millet 5. Groundnut

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6. Sasamum Horticultural crops – Vegetables, Fruit 7. Mango 8. Cashew 9. Sapota 10. Other fruit crops 11. Okra, Brinjal, Chillil and Leafy vegetables etc. 12. Coconut 13. Arecanut

Interpretation

The vegetation of the area is deciduous type with some evergreen patches. The vegetation found here consist of shrubs, pasture, and grass and trees are found. As per the ecological studies conducted it can be seen that the study area shows extreme species diversity. Total 61 floral species recorded & no RET floral species is reported in the study area. The most abundant species in the study areas are, Acasia Sp. Azadirachta indica Linn. Cynodon dactylon (L.) Pers., Heteropogon triticeus (R.Br.), Syzygium cumini (L.) Skeels, Pongamia pinnata (L.) etc.

3.14 Socio-Economic Environment

In order to study the socio-economic aspects of the communities living in and around proposed project, the required data has been collected from the publications of Census Department, (2011 Census) Government of India.

The growth of any economy is dependent on various factors which include availability of natural resources, presence of feasible climatic conditions, skilled man-power, infrastructural support and a steady orientation and research towards growth and development. A vast range of developmental projects have been carried out in the country. Their sole purpose has been improving the living conditions of the citizens.

All developmental activities are primarily centered on human development. However, when a country needs to grow in terms of its industrial and technological standing, infrastructural development is necessary. Infrastructure ranges from providing resources to employing sets of skilled manpower for obtaining the desired results. All these elements when balanced at an international level bring about global development.

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At a local level when such activities are to be scoped socio-economic surveys play a key role. They not only emphasize the individual standing of a community but also delineate the possible socio-economic outcomes of any project. They include all the elements; from the conditions of the people living in that area to their working status. When developmental activities are about to occur in any area the socio-economic standing of the locality comes to the forefront.

A socio-economic survey highlights all the characteristics that jointly constitute a community.

To conduct this study both primary and secondary data sources are used. The methodology applied for primary data collection is as follows

Sampling Method

A purposive random sampling method has applied for selection of respondents from various sections of the society. The purposive random sampling method is helpful to choose right samples for the study.

Data Collection Method

In order to assess and evaluate the likely impacts arising out of any developmental projects on socioeconomic environment, it is necessary to gauge the apprehensions of the people in the project area.

Field survey and observations

Field Survey and Observations is made at each sampling village and the quality of life of that region is studied. The census data is collected from census department. A thoughtful questionnaire is prepared and during survey the questions were asked to the respondents and given information is recorded.

Interview Method

The interview method has the advantage that almost all perfect sample of the general population can be reached and respond to the approach. Interview method helps to collect more correct and accurate information as the interviewer is present during the field survey.

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The respondents were asked for their awareness/opinion about the region and also of their opinion about the impacts of the proposed project area which is an important aspect of socio- economic environment, viz. job opportunities, education, health care, housing, transportation facility, and economic status.

The salient observations recorded during survey in the study area:

 Majority of the respondents are engaged in Working in Industry, Cultivation activity and other work.  Sanitation facilities are satisfactory in the study area. There are open drains from where the domestic waste water is disposed. People are not at all aware and careful about hygiene and cleanliness, this has resulted to increase of health problems in the area  Power supply facility is available in almost villages and town in the study area mostly for domestic purpose  Drinking water sources is mostly from MIDC, wells and hand pump. As regard to the drinking water facility  Medical facilities in terms of Hospital, primary health center and primary health sub centers in the rural areas are good. The hospitals are available, have very good facilities. Doctors and nurse visit the villages for providing medical treatment.  Transportation facility is seen very satisfactory in the study area because the road conditions are very good and satisfactory.  Almost all the people use LPG and Kerosene as a main source of fuel and few people use wood for cooking purpose  Sufficient communication facility are available in the study area  Educational facilities are available in the form of primary and middle schools. In some villages, it is extended up to high school. For higher studies people avail the facility from the nearest town  Houses of the region are mostly puccha house  Awareness among the people regarding the study region project is poor

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3.14.1 Demography of the Taluka

Dynamics of population is one of the prime aspects in environmental studies. The demographic attributes such as population growth, population density and its distribution, sex composition, etc. are used to understand the condition of the region. In this phase basic population aspects are studied. As per provisional reports of Census India, population of Panvel in 2011 is 180,020; of which male and female are 92,484 and 87,536 respectively. In education section, total literates in Panvel city are 151,693 of which 79,450 are males while 72,243 are females. Average literacy rate of Panvel city is 93.89 percent of which male and female literacy was 95.97 and 91.71 percent. he sex ratio of Panvel city is 946 per 1000 males. Child sex ratio of girls is 904 per 1000 boys. Total children (0-6) in Panvel city are 18,459 as per figure from Census India report on 2011. There were 9,695 boys while 8,764 are girls. The child forms 10.25 % of total population of Panvel City.

Table No. 3.25. Village’s wise demography at a glance within 10 km Study Area

TOT_ MAIN Sr. No_H TOT_ TOT_ Name TOT_P P_SC P_ST P_LIT P_ILL WORK WORK No. H M F P P 1 Akulwadi 161 747 383 364 4 176 490 257 358 249 Ambivali T. Tungartan 2 1611 6497 3526 2971 688 397 5262 1235 2340 1911 (CT) Ambivali T. Tungartan 3 1611 6497 3526 2971 688 397 5262 1235 2340 1911 (CT) WARD NO.-0001 4 Ambivali T.Wankhal 142 659 345 314 6 10 488 171 246 217 5 Apte 901 4007 2048 1959 92 1163 2832 1175 1476 1227 6 Ariwali 183 767 426 341 2 3 662 105 263 248 7 Ashte 89 378 195 183 0 22 261 117 163 161 8 Barwai 282 1306 681 625 174 302 846 460 513 342 9 Bhingar 354 1563 810 753 5 10 1102 461 798 644 10 Bhingarwadi 169 832 429 403 8 20 661 171 244 195 11 Borivali 171 673 409 264 28 36 432 241 288 272 12 Borle 189 890 437 453 35 19 591 299 361 328 13 Chambharli 615 2559 1369 1190 73 43 1937 622 902 733 14 Chawane 163 693 349 344 0 191 416 277 235 200 15 Chinchavan 306 1293 661 632 14 337 775 518 430 423 16 Chirvat 63 278 154 124 0 0 200 78 115 107 17 Chouk Manivali 735 3309 1716 1593 65 921 2158 1151 1226 1113 18 Dahivali 97 440 225 215 0 3 310 130 148 125 19 Dapiwali 230 943 478 465 5 0 737 206 361 356

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TOT_ MAIN Sr. No_H TOT_ TOT_ Name TOT_P P_SC P_ST P_LIT P_ILL WORK WORK No. H M F P P 20 Derawali 256 1205 643 562 18 12 849 356 432 353 21 Devloli Bk 165 740 370 370 0 51 567 173 296 286 22 Dharni 112 557 285 272 0 203 293 264 174 172 23 Dolghar 251 1158 591 567 0 1046 809 349 337 276 24 Dushmi 321 1420 720 700 0 325 895 525 595 483 25 Gherakilla Manikgad 27 127 65 62 0 124 36 91 32 5 26 Ghote 94 425 209 216 0 387 161 264 232 232 27 Gulsunde 374 1588 839 749 185 237 1185 403 582 442 28 Hatnoli 674 2837 1483 1354 132 242 2046 791 935 857 29 Isambe 93 463 234 229 0 204 288 175 271 270 30 Jambhivali 274 1279 680 599 0 292 857 422 643 604 31 Jambhivali Tarf Boreti 138 748 386 362 0 0 538 210 381 365 32 Jatade 139 645 346 299 0 0 499 146 193 129 33 Jawali 256 1140 574 566 39 636 575 565 563 363 34 Kaire 255 1083 594 489 44 149 741 342 438 432 35 Kalhe 255 1001 507 494 20 480 673 328 464 455 36 Kaliwali 64 256 131 125 0 101 171 85 118 37 37 Kambe 157 745 392 353 4 2 581 164 296 156 38 Kandroli Tarf Wankhal 153 757 395 362 0 545 343 414 220 50 39 Karade Bk 157 681 350 331 13 4 532 149 276 188 40 Karade Kh. 256 1123 598 525 220 145 770 353 418 394 41 Karnala 326 1506 774 732 33 149 1152 354 494 488 42 Karodi 140 526 261 265 0 374 284 242 301 301 43 Kasal Khand 249 1166 589 577 60 112 865 301 517 402 44 Kasap 127 597 308 289 6 6 442 155 207 186 45 Kasar Bhat 187 862 453 409 0 0 650 212 281 249 46 Kharpada 384 1701 855 846 8 47 1158 543 633 440 47 Kon 503 2187 1182 1005 44 61 1585 602 978 720 48 Kopari 124 605 316 289 0 204 435 170 220 141 49 Koral 33 125 64 61 0 124 38 87 82 68 50 Ladiwali 305 1232 650 582 50 226 924 308 425 354 51 Lohop 102 493 327 166 7 65 365 128 310 190 52 Majgaon 144 746 388 358 97 94 520 226 251 236 53 Mandap 301 1413 721 692 10 769 867 546 700 596 54 Mohili Inam 55 241 124 117 0 85 116 125 120 118 55 Mohili Khalsa 95 359 180 179 6 208 195 164 155 155 56 Mohope 80 386 182 204 0 0 299 87 141 122 Alias 57 2360 9694 5118 4576 486 568 7667 2027 3489 3204 Wasambe (CT)

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TOT_ MAIN Sr. No_H TOT_ TOT_ Name TOT_P P_SC P_ST P_LIT P_ILL WORK WORK No. H M F P P Mohpada Alias 58 Wasambe (CT) WARD 2360 9694 5118 4576 486 568 7667 2027 3489 3204 NO.-0001 59 Nadhal 418 1911 995 916 209 901 1042 869 905 836 60 Narpoli 181 827 431 396 0 0 618 209 240 214 61 Nidhavali 70 336 165 171 0 294 138 198 234 234 62 Nigdoli 108 517 279 238 1 26 370 147 260 213 63 Niphad 133 604 309 295 0 381 311 293 353 188 64 Padale 59 288 150 138 0 165 146 142 149 79 65 Pali Bk 53 222 109 113 0 202 55 167 83 70 66 Pali Kh 108 531 277 254 0 6 352 179 156 152 67 Parade 86 328 168 160 19 233 141 187 158 156 68 Parkhande 84 386 193 193 0 143 225 161 166 76 69 Posari 152 677 347 330 93 362 439 238 261 192 70 Poud 50 250 134 116 0 77 164 86 126 125 71 Poyanje 475 2231 1110 1121 100 375 1583 648 915 697 72 Ransai 138 575 308 267 0 213 343 232 246 223 73 Rees (CT) 1983 8632 4555 4077 730 121 7299 1333 3132 2740 Rees (CT) WARD NO.- 74 1983 8632 4555 4077 730 121 7299 1333 3132 2740 0001 75 Sangurli 182 811 413 398 0 246 553 258 412 352 76 Sarang 128 646 312 334 142 144 410 236 413 408 77 Sarsai 210 972 480 492 1 821 342 630 507 404 78 Savale 349 1576 803 773 182 11 1213 363 515 440 79 Savane 202 980 496 484 0 700 438 542 460 259 80 Shedung 97 452 236 216 0 0 360 92 145 135 81 929 3955 2046 1909 57 192 2915 1040 1530 1233 82 Somtane 246 1270 775 495 126 8 903 367 649 482 83 Talashi 35 189 98 91 0 0 134 55 115 55 84 Talavali 190 860 434 426 3 335 487 373 409 393 85 Tupgaon 398 1847 909 938 190 23 1419 428 575 522 86 Turade 561 2408 1246 1162 328 237 1801 607 791 667 87 Turmale 256 1248 602 646 85 53 859 389 426 374 88 Vanivali 115 522 289 233 0 11 397 125 209 179 89 Vat 93 469 244 225 0 0 369 100 226 96 90 Vaveghar 900 4109 2212 1897 148 19 2668 1441 1643 1485 91 Vayal 159 755 296 459 91 0 464 291 275 189 92 Wadgaon 320 1551 802 749 6 315 1062 489 618 400 93 Warad 39 194 99 95 0 4 139 55 54 51 94 Washiwali 180 800 417 383 71 382 436 364 334 316 6694 10195 3844 32088 140403 73463 7167 20016 54318 45860 0 4 9

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3.14.2 Health Status

As per the National Health Policy (1983), Primary Health Care has been accepted as main instrument for achieving this goal of development and strengthening rural health infrastructure through a three-tier system, viz., Primary Health Centre (PHCs), Sub Centres and Community Health Centre, which have been established.

During discussion with the supervisor of PHC of the region it has been revealed that the general prevailing diseases in the region are Gastroenteritis, Diarrhea, Fever and Malaria. Cough, cold, viral fever, diabetes, hypertension, and tuberculosis are the common diseases prevalent in the study area. Every Primary health centre organizes immunization camp, pulse polio camp, eye camp, ANC and PNC clinic and respiratory clinic.

3.14.3 Cultural and aesthetic attributes

A few of the foremost celebrated festivals are Gokulashtami, Gudi Padwa, Rangapanchami, Diwali, and Ganeshotsav, and popular deities are Ganesha, Shiva and Krishna.

All most all villages have temples in their villages. All people celebrate all Hindu festival commonly few villages celebrate grand yatra and puja in their villages. Villagers celebrate Ganesh chaturthi, Shiv Jayanti, Hanuman Jayanti and Gram Dev puja. Proposed project don’t disturb any cultural and aesthetic environment in study area.

3.14.4 Infrastructure resource base

The infrastructure resources base of the study area with reference to education, medical facility, water supply, post and telegraph, transportation and communication facility and power supply etc. are available in the area. The infrastructure resources details have been abstracted from village Directory CD 2011 of Maharashtra State and are described below:

Education: Educational facilities are available in all of the villages in the study area. Literacy rate of the study area is quite good that is about 80 %. Primary, Middle and Higher schools are available in the villages. College facility is available in nearby town. Female literacy is good; people attitude regarding female education is good.

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Drinking Water: The water supply in the region is mostly through wells and hand pumps. For drinking purpose people are using only ground water supply, but very few hand pumps are available for drinking water.

Communication and Transportation: Transportation is to the satisfactory level in the villages. Bus service is available in all most all villages. The roads condition is good and also properly maintained. Most of the villages in the study area have the communication facility i.e. post office at village. Private telephone connections in most of the villages.

Power Supply: Almost all villages are electrified in the region and electricity is available for domestic purpose in all the villages while power supply used for agricultural purpose is rare.

Medical/Primary Health Care: Medical facilities in terms of; primary health center and primary health sub centers are adding medical facility in the villages. Primary Health Centre in the study area is available at a distance of 0-5 km in the villages & primary health sub centers are also available in most of the village. Community Health worker & doctors visit villages periodically & provide health facilities to the people. Vaccination & health camps are also organized by PHC to aware the people about family planning, hygiene, & health care.

Observation

The salient observations recorded during survey in the study area:

 Majority of the respondents are engaged in working in Industry, agriculture activity and other work and allied activities.  Sanitation facilities are unsatisfactory in the study area. There are open drains from where the domestic waste water is disposed. People are not at all aware and careful about hygiene and cleanliness, this has resulted to increase of health problems in the area.  Power supply facility is available in almost villages and town in the study area mostly for domestic purpose.  Drinking water sources is mostly from gram Panchayat water supply also from wells and hand pump. As regard to the drinking water facility people expressed that the quality of river water is poor.

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 Medical facilities in terms of primary health center and primary health sub centers in the rural areas are good. The hospitals are available, have very good facilities. Doctors and nurse visit the villages for providing medical treatment. Transportation facility is seen very satisfactory in the study area because the road conditions are very good and satisfactory.

 People awareness about the development of Industrial area. Some of the villagers are

complaining for pollution

3.15 Existing Industries in the Study Area

Alkyl Amines & Chemicals Ltd. Jaysynth Dyestuff Ltd. A/7, Midc Industrial Area, Patalganga A/29, Midc Industrial Area, Patalganga Tal: , Dist: Raigad, Pin: 410 220 Tal: Khalapur, Dist: Raigad, Pin: 410 220 Amri India Pvt Ltd. Joti Foam Products Ltd. Plot No. 181, Jawahar Co-Indstrial Estate A/27, Midc Industrial Area, Patalganga Tal : Panvel Dist : Raigad Tal: Khalapur, Dist: Raigad, Pin: 410 220 Anaga Specialities Pvt Ltd Kamani Oil Industries Pvt Ltd Gat No. 28, 2b, Savroli Kharpada Road, Takai - Adoshi Road Tal : Khalapur At : Kumbhivali, Tal : Khalapur Khopoli Dist : Raigad Antony Garages Pvt. Ltd. K.D.L Bio - Tech Ltd. Plot No. D-2, Add. Patalganga Ind. Area Village : Savaroli, Khopoli - Khalapur (Engg. Zone) Patalganga, Post Box - 07 Tal: Khalapur, Dist: Raigad Dist: Raigad, Pin 410 220 Astec Lifesicences Ltd Lakeland Chemicals ( I ) Ltd. B/17 Midc Industrial Area, Survey No. 63, 6a, 6b, At : Madap Dist ; Raigad Tal: Khalapur, Dist: Raigad Azeocryst Organics Pvt. Ltd. Lona Industries Ltd. A/17, Midc Industrial Area, Patalganga At : Ladivali, Po : Rasayani Tal: Khalapur, Dist: Raigad, Pin: 410 220 Dist: Raigad, Pin: 410 207 Baba Steels Pvt Ltd Om Barrels 102/25 Savroli, Khopoli - Khalapur Hissa No. 1 - A / 2 - A, Survey No. 108 Tal : Khalapur, Dist : Raigad Village : Wavanje, Tal : Panvel, Dist : Raigad Bakul Aromatics & Chemicals Ltd. P I Drugs & Pharmaceuticals Ltd A/6, Midc Industrial Area, Patalganga Plot No. B - 32, G - 2 & G - 3, Tal: Khalapur, Dist: Raigad, Pin: 410 220 Midc Industrial Area Mahad, Dist : Raigad Bhansali Bright Bars Pvt Ltd Parekh Stainless Wire Pvt Ltd Plot No. 24/2-25/2 Survey No. 107-0,108-B,108-C, Village : Tambati Village : Kumbhivali Tal : Khalapur Khopoli - Khalapur, Tal : Khalapur, Dist : Raigad Bhushan Steels Ltd Parale International Pvt. Ltd. At : Savroli, Tal : Khalapur, At : Vanivali, Tal: Khalapur, Dist : Raigad Dist: Raigad, Pin: 410 220 Bombay Dyeing & Mfg. Co. Ltd. Pradeep Shetye Pvt Ltd A/1, Midc Industrial Area, Patalganga 23, Majethia Industrial Estate Tal: Khalapur, Dist: Raigad, Pin: 410 220 W. T. Patil Marg, Chembur Mumbai - 400 088 Castrol ( I ) Ltd. Prasol Chemicals Ltd A/8-15, Midc Industrial Area, Patalganga Takai Adoshi Road Honad Village Tal: Khalapur, Dist: Raigad, Pin: 410 220 Khopoli Tal : Khalapur Dist : Raigad

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Cipla Ltd. Reliance Industries Ltd. A/33/1-2, Midc Industrial Area, Patalganga B/1, Midc Industrial Area, Patalganga Tal: Khalapur, Dist: Raigad, Pin: 410 220 Tal: Khalapur, Dist: Raigad, Pin: 410 220 Conros Steel Pvt. Ltd. Rishraj Filaments Ltd Survey No. 26,28,29,12, At: Vanvathe Survey No. 45,46,47-1-1b( 3 ) At : Kumbhivali Tal: Khalapur, Dist: Raigad, Pin: 410 202 Tal : Khalapur, Dist : Raigad D S V Chemicals Pvt. Ltd. Romit Resins Pvt Ltd Unit No. 2, Plot No. 10, At: Esambe, Po: Majgaon P/25, Gala No. 4, Community Building Tal: Khalapur, Dist: Raigad, Pin : 410 220 Bawan Bunglow, Panvel Co-Op Hsg. Society Panvel, Pin : 410 206 Dawood Scrap Merchants Rubby Mills Ltd Village At : Panvel Village : Dhamni, Savroli - Kharpada Road Mumbra Panvel Road Dist : Raigad Tal : Khalapur, Dist Raigad Delta System Plot No. 17, Panchsheel Ind. Estate Ruchi Soya Industries Ltd. Savroli Kharpada Road, Kharsundi Village At : Esambe, Tal: Khalapur, Tal: Khalapur, Dist: Raigad, Pin: 410 202 Dist: Raigad, Pin: 410 220 Dimple Drums & Barreles Ltd. S.H.Kelkar & Co. Pvt. Ltd. At: Gulsunde, Po: Rasayani Lal Bahadur Shastri Marg, Mulund, Dist: Raigad, Pin: 410 207 Mumbai 400 080 Dujodwala Products Ltd. Saiprabha Marine Services Pvt Ltd Savroli Kharpada Road, At: Kumbhivali A/P : Dighode Tal : Tal: Khalapur, Dist: Raigad, Pin: 410 202 Dist : Raigad Eastern Petroleum Pvt Ltd Samrat Wire And Steel 235 - 239, Jawhar Indl Estate, Survey No. 202-204, Village : Dheku Kamothe, Panvel 410 209 Khopoli - Khalapur Dist - Raigad, Maharashtra Tal : Khalapur, Dist : Raigad

Elder Health & Care Ltd. Santogen Silk Mills Ltd. A/38-3, Midc Industrial Area, Patalganga A/13, Midc Industrial Area, Patalganga Tal: Khalapur, Dist: Raigad, Pin: 410 220 Tal: Khalapur, Dist: Raigad, Pin: 410 220 Elder Pharmaceutical Ltd. Satyam Pharma Chem Pvt Ltd A/36, Midc Industrial Area, Patalganga A/31, Midc Industrial Area, Patalganga Tal: Khalapur, Dist: Raigad, Pin: 410 220 Tal: Khalapur, Dist: Raigad, Pin: 410 220 Elder Projects Ltd. Siddhant Industries Pvt. Ltd A/38-2, Midc Industrial Area, Patalganga At: Ransai ( Khopoli Pen Road ) Tal: Khalapur, Dist: Raigad, Pin: 410220 Tal : Khalapur, Dist: Raigad Gargi Huttenes Albertus Pvt Ltd ( Khopoli Unit ) Silicon International Products Takai - Adoshi Road, Vill : Atkargaon S R 3615, A - 2, Villege : Dahivali, Tal : Khalapur Dist : Raigad 410 203 Tal: Khalapur, Dist: Raigad, 410 220 Gayatri Paper Mills Ltd. Sundshield Chemicals Ltd A/32, Midc Industrial Area, Patalganga Village : Rasal Pali Tal: Khalapur, Dist: Raigad, Pin: 410 220 Tal : Khalapur Dist : Raigad Global Towers Limited Tata Power Company Ltd Gat No. 143, Mouje : Dingrajwadi 42.24 Mw Dg Set Project Bhima Koregaon, Tal : Shirur Survey No. 119 A/B, Village : Ris Dist : Pune, Pin : 412 207 ( Lodhivali ) Tal : Khalapur, Dist : Raigad Hanil Era Textiles Ltd Thermax Ltd Village : Vanivali, Tal : Khalapur At : Paudh Tal : Khalapur Dist : Raigad, Pin 410 220 Dist : Raigad Hindustan Insecticides Ltd. Times Mauser Industries Pvt Ltd Po : Rasayani, Dist : Raigad Survey No. 160/191 At ; Ambeghar, Pin : 410 207 Pen Khopoli Road Tal : Pen Dist : Raigad

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Hindustan Organic Chemicals Ltd. Unitop Chemicals Ltd. Po : Rasayani, Dist : Raigad A/18, Midc Industrial Area, Patalganga Pin : 410 207 Tal: Khalapur, Dist: Raigad, Pin: 410 220 Hindustan Stainless Vasundhra Fine Organics Pvt Ltd Savroli - Kharpada Road Village : Kumbhivali 48, Vridc Village : Lohop, Po: Majgaon Tal / Po : Khalapur, Khopoli, Dist : Raigad Tal : Khalapur, Dist : Raigad Pin : 410 202 Indian Speciality Chemical Company Venus Wire Industries Pvt Ltd Gat No. 355, Takai - Adoshi Road, At : Atkargaon Po : Sajgaon Village - Adoshi, Tal: Khalapur, Tal " Khalapur Dist : Raigad Dist: Raigad Wanbury Ltd. Indoco Remedies Ltd A/15, Midc Industrial Area, Patalganga A/26, Midc Industrial Area, Patalganga Tal: Khalapur, Dist: Raigad, Pin: 410 220 Tal: Khalapur, Dist: Raigad, Pin: 410 220 Inox Air Products Ltd. Woodall India Pvt Ltd A/5, Midc Industrial Area, Patalganga Plot No. 15, 18, Lophgaon, Po: Isamba (Ptg) Tal: Khalapur, Dist: Raigad, Pin: 410 220 Tal: Khalapur, Dist: Raigad, 410 220 Insinox Steels Ltd Yash Enterprises Village : Savaroli, Khopoli - Khalapur Plot No. 32, Honad Tembewada Road Tal: Khalapur, Dist: Raigad Honad, Khalapur, Dist : Raigad Interdril Repair & Services Zenith Multiple Wires Pvt Ltd Gat No. 24, At : Borivali, Grass Steels Compound Sr. No. 7 Tal: Khalapur, Dist: Raigad, Pin: 410 220 At : Dheku, Tal : Khalapur, Dist : Raigad

3.17 Conclusion

All the basic facilities like road and rail connectivity, medical and educational facilities and other required basic facilities are available in and around the project site to some extent. People residing near MIDC are aware of industrial development around. People have given mixed opinion about Industrial development. Due to MIDC, Infrastructural development is happen rapidly. MIDC providing water supply, Road development, employment opportunity. Due to upcoming proposed project, there will be additional requirement of facilities by the employees of the project. Baseline Environmental quality fund well within prescribed limit of the IS/CPCB standard.

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Figure No. 3.13. Photographs during baseline data collection

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Chapter IV: IMPACT ASSESSMENT AND MITIGATION MEASURES

In this chapter prediction and evaluation of impacts from the various activities during construction and operation phase of the proposed project are interpreted. The possibility of 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 are described in this chapter. Beneficial (positive) and adverse (negative) impacts on various components of environment are identified based on the nature of the various activities associated with proposed project Predictions are superimposed over baseline environmental status to derive ultimate environmental scenario

4.1 Identification of the Impacts

The purpose of identifying the impacts is that it aids in making appropriate decision to mitigate the adverse consequences if any. It may be pointed out that the distinction between magnitude and importance of impact should be appreciated. Thus the degree of extensiveness and scale of impacts and the consequences based on value judgments are generalized while identifying impacts; as it is imperative that the impact will normally lead to a chain of reactions. The construction of network charts brings out to certain extent the appropriate levels of risks that may occur due to the interventions while interacting with hydrological, biological and social systems.

The proposed project may influence the environment of the area in two phases:

Construction phase: During the Construction period, the impact may be temporary or short term. Construction activities are as under,

 Site development (Excavation)  Civil and structural construction  Transportation of raw materials labor

Erection and commissioning phase

 Transpiration and Installation of machinery  Erecting other infrastructure

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Operational Phase: During the Operation Phase which may have long term effects

 Fuel & raw material consumption  Storage and transportation  Manufacturing process  Resource utilization (power, water, land etc.)  Waste generation (Solid and hazardous waste): handling, storage and disposal  Air emission and its control  Water and waste water minimization, reuse, recycling and final disposal.  Transportation of raw material and end products  Green belt development

Below mentioned environmental parameters are considered while identifying the impact.

Table No. 4.1. Environmental parameter for impact identification

Air Environment Sources, ambient air quality, emission control, environment and health effects, meteorological conditions Water Environment Sources, water & wastewater quality, environment and health effects Noise Environment Sources, control measures, environment and health effects Soil/ Land Environment Land use, change in land use pattern, pollution sources, soil quality change, environment and health effects Biological Environment Flora and fauna of the study area, vegetation and habitat change and control measures Socioeconomic Demographical details, economic status, employment status, Environment infrastructure availability, environment and health effects Occupational health Identification of health hazard due to operation, material and Safety Environment handling, exposure of hazardous chemical, health and safety plan and disaster management.

Impact criteria will be

Negligible Impacts: It signifies that the actions have some effect, but it will not cause any harmful quantifiable damage or benefit to the environmental parameters concerned.

Moderate Impacts: The activities and their environmental impacts are to be slightly potential significant or significant but for short term

Significant Impacts: If the activities and their environmental impacts are to be potential significant or reversible

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4.2 Impact identification

4.2.1 During construction and commissioning phase

The construction phase of the project is expected to last for about one year. Hence, all construction impacts on the environment can be considered short term as compared to the operational impacts. During construction stage, excavation, material storage and movement, vehicular movement, mixing operation etc. could affect air quality. However, such impacts will be minimized by taking appropriate measures as described in EMP. The following activities given in matrix among others are likely to contribute towards impacts on the surroundings during construction phase

Table No. 4.2. Construction and commissioning phase impact matrix

Environment Construction Phase

components

Project activity

Impacts on

workers

Influx of of Influx

ion work ion

Site clearing Site

construction construction

n of material of n

Transportatio

Civil/construct

Site preparation Resources Fuel √ √ √ √ √ utilization Electricity √ √ √ √ √ Water √ √ Air Air Quality √ √ √ √ √ Land/ Soil Soil erosion √ √ Contamination √ √ √ Alteration of Soil √ √ √ √ √ properties/ Soil Quality Land topography √ √ √ Noise Noise pollution √ √ √ √ √ Ecology Effect on trees, grasses, √ √ √ √ √ herbs & shrubs Occupational Health √ √ √ √ √ Health & Sanitation √ √ Hazards Generation of temporary √ √ √ √ and permanent Jobs

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4.2.1.1 Land/ Soil environment Table No. 4.3. Impact prediction and proposed mitigation majors for land environment

Activities Impact without Proposed mitigation Impact mitigation measures measures Potential control major Excavation, Site preparation Proposed site is plan with few Temporary land activities shall change undulating patches. No major Negligible clearance land use and land cover excavation will be needed. impact which will result in loss Excavated soil will be stored of fertility of top soil and properly to avoid the spread of will change the natural wind-blown dust and shall be terrain of the land. reused for backfilling and Fertile soil and nature of landscape development. terrain supports Proposed land is vacant with associated living of minor scrubby vegetation. organisms. Waste Sewage by the worker Local labor will be involved in Temporary water and and other staff involved the construction work. Hence Negligible solid waste during construction no labor colony will be on the impact from phase. Untreated site. construction sewage and garbage activity disposal on land might Sewage generation will be very pollute the land which minor and will not cause may change physical and harmful effect on land. chemical properties of Spillage & leakage material soil. Soil properties during construction will be affects the living prevented by providing well organisms present in the lined/ paved area for the works soil. Improper disposal of having potential of leakage/ sewage and garbage spillage of fuel or material. provides breeding Materials like wooden boxes ground for pathogenic and jute wrappers will be bacteria. stored and disposed of properly.

4.2.1.2 Impacts on Air Quality

Impact will be predicated on sources, ambient air quality, emission control, and environment and health effects.

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Table No. 4.4. Impact prediction and proposed mitigation majors for air environment

Sources Impact without Proposed mitigation Impact mitigation measures measures Potential with control major leveling, grading, Increase in the levels of Temporary impact Short-term earthworks, SO2, NOx, PM and CO within factory premises. Negligible foundation within the plant area. Temporary impact impact works and other Dust accumulation on leaf within factory premises. construction retard the photosynthesis Precautions like water related activities rate of plant which affect sprinkling, PPEs to growth of plants worker temporary walls Health problems to around construction site construction workers Ex. will minimize to health eye irritation, coughing & effect and property sneezing. damage. Resources Handling construction utilization material such as cement, Stone, Bricks, sand etc. Dust generation. Continuous exposure causes respiratory dieses. Transportation Increase in the levels of Covered transportation, Short-term SO2, NOx, PM and CO regular maintenance of Negligible within the plant area vehicles, PUC check, impact avoiding overloading, minimize Idling of vehicles

4.2.1.3 Impacts on Noise Quality

Major noise generation due to handling of raw material, construction equipment, DG set. However, it will be up to 75 dB (A) and it will be within plant premises.

Table No. 4.5. Impact prediction and proposed mitigation majors for noise environment

Sources Impact without Proposed mitigation Impact potential mitigation measures measures with control major leveling, High noise level leads to Ear muffs and Ear Short-term grading, disturbance to plugs shall be Negligible impact earthworks immediate surrounding provided to workers. foundation i.e. workers, biological Regular maintenance works and and social environment. of vehicles. other Temporary walls

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Sources Impact without Proposed mitigation Impact potential mitigation measures measures with control major construction Biological environment around construction related i.e. Birds, reptiles are will acts as noise activities sensitive to high noise barrier. Night time level. Continuous construction activity exposure of high noise shall be prohibited. level sometimes leads to hearing defects and physical Transportation Increasing in road traffic Peak hour traffic shall Short-term disrupts social be avoided. Regular Negligible impact environment i.e. maintenance of Residential, hospital, vehicles. Internal school religious places in village road shall be the area. avoided.

4.2.1.4 Impacts on water quality

Anticipated impact on water quality will be from sewage disposal, leachate percolation, and surface runoff.

Table No. 4.6. Impact prediction and proposed mitigation majors for water environment

Sources/Activity Impact without Proposed mitigation Impact Potential mitigation measures measures with control major Sewage disposal Disposal of sewage, Temporary arrangement Short-term surface and ground runoff, & percolation for sanitation facility Negligible impact water of leachate causes shall be done contamination due water pollution and construction materials to percolation of deterioration of shall be stored on leachate generated water quality i.e. pH, tarpaulin sheets during EC, BOD, COD. Leachate from storage construction shall not be allowed to runoff into natural water body. Separate drain will be provided to avoid surface runoff.

4.2.1.5 Impacts on ecological environment

The proposed project will be located in notified industrial area of Additional Patalganga MIDC. Hence, impacts on ecology due project on immediate surrounding is not envisaged. No major impacts on water and land environment is anticipated. Identified impacts are short

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Table No. 4.7. Impact prediction and proposed mitigation majors for Ecological environment

Sources/Activity Impact without mitigation Proposed mitigation Impact Potential measures measures with control major Transportation, Impacts on ecology due Temporary walls Short-term leveling, grading, project on immediate around construction Negligible impact earthworks, surrounding is not envisaged. site will avoid dust foundation works Particulate matter emission emission out site the and other affect impacts on flora & site. It will be construction fauna in the area. Particulate restricted to related activities matter hindered construction site Photosynthetic activities. only. Top soil will be Proposed plot is vacant with reutilize in green minor scrubby vegetation belt development in with seasonal herbs and the factory shrubs. premises.

4.2.1.6 Impacts on Social environment

The proposed project will be located in notified industrial area of Additional Patalganga MIDC. Hence, there will not be any habitation and resettlement problems. Positive social benefits are envisaged due to project in terms of employment generation.

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Table No. 4.8. Impact prediction and proposed mitigation majors for social environment

Sources/Activity Impact without mitigation Proposed mitigation Impact measures measures Potential with control major Transportation,  Emission of particulate  All necessary PPEs shall Short-term leveling, grading, matters/dust during be provided to Negligible earthworks, construction work. workers. impact with foundation  Dust emission may cause  Water sprinkling will be some positive works and other health impact like done whenever Impact in terms construction respiratory problems. necessary. of employment related activities,  Risk associate during  Training shall be generation. Resources construction work. conducted between consumption, Accidents due to unsafe construction workers practices, leads to sever for safe practices. health injuries.  Proper supervision on  Influx of people causes construction work to minor increase in road avoid major accidents traffic.  The impacts on traffic  There will be direct and due to increase in indirect employment vehicle movement shall generation. not be anticipated as  Approximately 50 truck trips will not workers will be exceed more than 5 benefited. trips per day.

4.2.2 During operation phase

During operation phase emission from storage, transportation, manufacturing processes there will be minor impacts on air, water, soil, and biological environment. In absence of mitigation measures effluent generation deteriorates the water quality, which ultimately affect other environmental parameters.

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Table No. 4.9. Operation phase impact matrix impact assessment

Environment Operation Phase components

Activities

operation

Traffic

Runoff

Products

Impacts on emissions

Manufacturing

Fugitive and Stack Stack Fugitive and

Effluent generation

Thermopack

Green belt Green development belt

Solid hazardous disposal Solid hazardous

Storage of raw material & & Storage rawof material

Resources Fuel √ √ utilization Electricity √ √ √ Water √ √ Air Air Quality √ √ √ √ √ √ √ √ Soil/Land Contamination √ √ √ √ Alteration of Soil √ √ √ √ √ properties/ Soil Quality Noise Noise pollution √ √ v √ √ Ecology Effect on trees, √ √ √ √ √ √ grasses, herbs & shrubs, fauna Occupational Health √ √ √ √ √ √ √ √ √ Health & Sanitation √ √ √ √ Hazards Generation of √ √ √ temporary and permanent Jobs

Considering the project activities above mentioned impact prediction has been made, the anticipated considerable impacts on the environment are,

 Land/ Soil environment  Ambient air quality  Water quality  Noise levels  Water resources

4.2.1.1 Land/ Soil environment

Soil quality can be deteriorate due to improper storage and disposal of chemicals & products. Major anticipated impacts are described below.

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Table No. 4.10. Impact prediction and proposed mitigation majors for Soil environment

Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures Potential with control major  Storage and  Soil deterioration  Regular monitoring of the Negligible transportation of  change in soil storage area for leakages chemicals, other raw properties due to  Periodic maintenance of material, product. disposal of chemicals vehicles and storage  Leakages through  Other toxic material facility various connecting leads to low fertility.  Provision of garland pipelines, drain. breakdown of  Training to employees for storage utility other proper handling and control equipment precautionary measure to be taken.  Concrete flooring will be provided within the storage area and plant area.  In case of failure of pollution control equipment emergency shutdown shall be taken. Storage of hazardous  Hazardous waste will  Hazardous will be stored Negligible chemicals, Waste be Sludge (20-25 kg/m) in designated area. material. and filter material  Leakages shall be Storage of Propionic from the process (85 avoided with proper acid, acetic acid kg/m). maintenance and Hydrated Lime/Lime,  Disposal or leakages on monitoring. Sodium hydroxide, land causes soil  Hazardous waste shall potassium hydroxide , deterioration, change be send to CHWTSDF. Furnace oil. in soil properties due to disposal of chemicals or other toxic material leads to low fertility. Waste water Untreated effluent may Proper effluent treatment Negligible generation and increase level of toxic shall be provided. disposal. Total effluent compound in soil. Toxic No effluent shall be generation will be compound in soil will dispose on the land. 75.02 CMD; out of that result in change in soil Factory proposes ZLD 70 CMD will be property ultimately scheme for proposed recycled in the leads to low fertility of effluent treatment. process. Other the soil of the domestic effluent and contaminated area.

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Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures Potential with control major lab effluent will be Negative effect on treated in proposed aesthetic environment ETP of 5 CMD capacity.

4.2.1.2 Ambient Air Environment

No process emission from the manufacturing process. Air emissions are anticipated from Thermo Pac and D.G set stack. Two DG set of capacity will be utilized in case of power failure. Three Thermo Pac with total capacity 15 lacs kcal/hr will be provided. Adequate stack height of 39.5 m will be provided.

The air pollutant that are discharged from the proposed unit are

 Dust particulate from vehicular movement in the premises  Particulate matter Sulphur-di-Oxide and Nitrogen oxide etc. from DG and stack.  Fugitive emissions from raw material storage and handling.

3 TPM shall be less than <100 mg/NM , SO2 and NOx emission shall be below prescribed limit of MPCB guideline.

Probable Ground Level Concentration (GLC) of pollutant due to proposed project is estimated by AERMOD model. Anticipated impact and its mitigations measures are described in below Table.

Table No. 4.11. Impact prediction and proposed mitigation majors for Air Environment

Sources/Activity Impact without mitigation Proposed mitigation Impact measures measures Potential with control major Vehicular Increase in PM, SO2, NOx & Periodic maintenance of Negligible movement, CO due to vehicular vehicles should be carried impact material and emission. The truck trips out. Green belt product during the operation phase development transportation will not exceed more than 8-10 truck trips per day. Air quality gets deteriorated

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Sources/Activity Impact without mitigation Proposed mitigation Impact measures measures Potential with control major and negatively affect human & ecological health. Fugitive  Impact on air quality are  Periodic maintenance of Negligible emissions due likely to occur due to vehicles and material impact Storage and fugitive emissions during storage area handling of handling and transferring  Workplace monitoring raw materials of materials, products & will be carried at regular & products storage intervals.  Tanks, in case of improper handling or absence of proper control.  During product storage & packing odour will be generated which could affect mood, anxiety and stress level.  Hazards material storage may affect impact on ambient air quality and may cause human & ecological health due to temporary increase in level of PM, SO2, NOX Process  No process emissions are Thermo Pac with adequate Moderate emissions & anticipated 39.5 m stack height. DG set Impacts Utility  Air emissions are will be utilized in case of Operations anticipated from Thermo power failure. D.G set will Pac stack and from DG set be placed in acoustic enclosure with adequate stack height as per CPCB norms. Also, the predicted level of pollutants in the ambient air are well below the National Ambient Air Quality Standards. System break Deterioration ambient air  Emergency shutdown will Significant down quality due to emissions be done in case of system Impacts resulting in increase in PM, failure SO2, NOx, CO & VOC  Solid hazardous waste management (handling, storage, transportation, & disposal) shall be made as

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Sources/Activity Impact without mitigation Proposed mitigation Impact measures measures Potential with control major per statutory equipment/ guidelines.  For complying with the regulations regarding emergency situations, standard operating procedures shall be made.

Model accepts hourly meteorological data records to define conditions for plume rise, transport, diffusion and deposition. The model estimates the concentration value for source and receptor combination for each hour of input meteorology and calculates user-selected short-term averages.

Air modeling

Air pollution causes harmful effect on environment and on living organism. Air pollutants can be in the form of particulate matter which can be harmful to human health. Short-term effects include irritation to the eyes, nose and throat, and upper respiratory infections such as bronchitis and pneumonia. Others include headaches, nausea, and allergic reactions. Short-term air pollution can aggravate the medical conditions of individuals with asthma and emphysema. Long-term health effects can include chronic respiratory disease, lung cancer, heart disease, and even damage to the brain, nerves, liver, or kidneys. Continual exposure to air pollution affects the lungs of growing children and may aggravate or complicate medical conditions in the elderly.

Air emissions from stacks and other sources can cause health and nuisance problems in the locality. Air Dispersion Modelling predicts emissions from a site and help explore the effect of various solutions. The air dispersion model will take the stack emissions and combine these with the weather conditions and effects of topography (hills, buildings etc.) and then predict the concentration at ground level of the emissions. The concentration of the substances are then generally compared to the ambient air quality standards.

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Methodology

The dispersion modeling studies of proposed pollutant was carried out using AERMOD version 8.1.2 which is also approved by United States Environmental Protection Agency (USEPA) and also recommended by the Ministry of Environment, Forests and Climate Change (MoEFCC).

The AERMOD atmospheric dispersion modeling system

Atmospheric dispersion modeling is the mathematical simulation of how air pollutants disperse in the ambient atmosphere. It is performed with computer programs that include algorithms to solve the mathematical equations that govern the pollutant dispersion. The dispersion models are used to estimate the downwind ambient concentration of air pollutants or toxins emitted from sources. They can also be used to predict future concentrations under specific scenarios.

Prior to air quality modeling exercise, meteorological condition of one season within the study area was studied. Concentrations were estimated for the critical pollutants over 8 and 24 hours and compared with NAAQS.

Potential Air Environment Impact Assessment

During operation phase, three Thermo pack 15 lac kcal/hr will be proposed with separate stack.

The main air pollution source and SO2 and NOx may be expected as prime criteria air pollutants.

Based on the model simulation result under observed meteorological condition, 24 hours average maximum GLC of SO2 and NOx due to proposed boilers are predicted to be approximately 11.0 and 11.12 µg/m3 respectively and occurs at a distance at about 750 m from the common stack location in the SE and W direction. Model simulated result envisages that incremental ground level concentrations of critical pollutants due to proposed plant operation may be expected minimal and the resultant concentration level of SO2 and NOx pollutants may also be expected well within the NAAQS.

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Table No. 4.12. Stack height details

No Particulates Stack One Stack 2 1 Fuel Firing rate 177.0 177.0 2 Air/Fuel Ratio 14.0 14.0 3 Excess air 17.0 % 17.0 % 4 Temperature 320 oC 320 oC 5 Flow 2379 Nm3/hr 2379 Nm3/hr 6 Analysis% N2 69.8 O2 5.6 CO2 12.3 H2O 12.3 7 SO2 quantity 15.9 kg/hr 15.9 kg/hr 8 Height 39.5 m 39.5 m 9 Stack dia 375 mm 375 mm 10 Exit temp. 180 oC 180 oC

Figure No. 4.1. Spatial distribution of 24-hour average SO2 conc. (g/m3)

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Figure No. 4.2. Spatial distribution of 24-hour average NO2conc. (g/m3)

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4.2.1.3 Impact on traffic density

Incoming raw material will be mainly Propionic acid, Acetic acid, Hydrated Lime/Lime, Sodium hydroxide, potassium hydroxide. The transportation shall be carried out by tempos or trucks.

Existing Road network details

The site is well connected by pacca internal village roads Savroli – Kharpada road adjacent and Mumbai –Pune express way 5 km.

Impacts

 During operation phase, approx. 10-15 nos. of raw material transportation vehicles will be running.  Present road condition is good and capacity to carry the number of vehicle during season. Road will be maintained in good condition.  Covered transportation shall be preferred. Hence there will not be any fugitive dust/ VOC generation during transportation of raw materials, fuel, and products.  Good traffic management system will be developed and implemented for the incoming and outgoing vehicles so as to avoid congestion on the public road.  Separate 1495 sq.m. area is earmarked for parking in the company premises.

4.2.1.4 Impact on Noise Environment

Ambient noise levels will be increased during operation phase due to machineries and other industrial activities. However the impacts of noise during this phase will be confined within plant boundary or within the source of generation.

Table No. 4.13. Impact prediction and proposed mitigation majors on Noise Environment

Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures potential with control major Vehicular movement, Loading and Regular maintenance of Negligible material, product unloading of material vehicles and impact transportation, storage /products continuous PPES to workers 103 MITCON Consultancy & Engineering Services Ltd.

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Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures potential with control major and handling of raw exposure causes materials & products hearing problems Process & Utility Fans, blowers and  PPES to workers Moderate Operations (Raw & compressors,  Maintenance of all impact finished product Thermopack, equipment’s. handling, machineries, anticipated noise  Acoustic enclosures will Thermo- packs, DG set level will be < 70 dB. be provided to all high etc.) continuous exposure noise generating causes hearing equipment’s. problems  Green belt development in the premises helps to minimize and restrict the noise level in the factory premises.

4.2.1.5 Water Environment

The total water requirement is about 220 CMD for domestic, process, cooling and gardening purpose. It will be source from MIDC which is available at site. Total effluent generation will be 73.85 CMD; out of that 70 CMD will be recycling in the process. Domestic effluent and process, lab effluent will be treated in proposed ETP cum STP of 5 CMD capacity. Zero discharge system will be achieved.

Table No. 4.14. Composition of waste water generated

Sr. Parameter Unit Inlet After Inlet Composite After Sec. Tert. No. to ETP Primary to ETP and treatment Treatment treatment STP STP 1. Flow m3/d 0.05 0.05 4.95 5 5 5 2. BOD mg/l 4000 3600 300 330 50 50 3. COD mg/l 8000 7200 600 660 370 100 4. TSS mg/l 500 50 150 100 100 <100 5. TDS mg/l 4200 4200 500 550 550 550

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Table No. 4.15. Impact prediction and proposed mitigation majors for Water Environment

Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures potential with control major Storage and Disposal/leakages/ Dyke wall shall be Negligible transportation of spillage deteriorate the constructed wherever Impact raw materials & surface water and necessary. Storage area products ground water quality in shall be on concrete based the area which ultimately plant form affect aquatic & terrestrial ecosystem. Consumption of Exploitation of resources So surface water extraction Moderate resources (water) will be done. Water will be Impact recycled in the process and in gardening. Roof top rain water harvesting shall be done in the premises. Manufacturing of Disposal of untreated  Wastewater will be Negligible Products and effluent into surface generated from cooling Utility operations water and ground water and domestic, laboratory, will deteriorate water and very less effluent will quality in the area which be generated from affect aquatic and processing. Cooling blow terrestrial ecosystem down and domestic water shall be treated in proposed 5 CMD ETP cum STP.  Strom water drainage shall be provided to avoid missing of industrial area runoff to the natural rain water runoff. Temporary Untreated water  Regular maintenance of Moderate breakdown & spillages on land or the ETP shall be done. repair of surface water bodies will  ETP tanks shall have equipment contaminate water. impervious flooring with garland drains.  In case of failure of ETP, emergency shutdown of plant will be taken.

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Figure No. 4.3. ETP-STP hydraulic flow diagram

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4.2.1.6 Impact on Ecological Environment

As stated earlier project will be located in notified MIDC area. There will not be any ecological damage is anticipated as far as the project site is concern. No major tree cutting will be envisaged. Only ground clearance with some herbaceous species with few shrubs and 2-3 tress will be cleared. Karnala Bird sanctuary is within 5 km from the project site. River Patalganaga flowing at a distance of 0.6 km in west. There will be no major impact anticipated on air, water, noise, land environment considering the potential emissions form the proposed project. Hence, no major ecological damage will be on occurred.

Table No. 4.16. Identification of impacts & mitigation measures for Ecological environment

Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures potential with control major Storage and Disposal of raw material/  Covered transport, Negligible transportation product on land, dust concreted storage Impact of accumulation causes toxic lining. raw materials effect on terrestrial flora  Reduction of fugitive & in terms of hindering the emissions through products, growth, photosynthetic Proper storage, regular Hazardous activity, burning of leaves, maintenance of raw storage affect flowering fruiting. material and product.

Manufacturing  Burning of fuel stack Adequate stack height will Negligible of Products emissions of PM, SO2, be provided by the Impact and Utility NOx, and CO etc. proponent for better operations  Disposal of untreated dispersion of pollutants effluent, Storm water generated from the runoff drains utilities. contaminates of surface water bodies thereby changing water characteristics which effect aquatic in terms of flora loss of species, bioaccumulation and bio- magnification ultimately can affect food chain.

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Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures potential with control major Temporary Ecological damage in case Regular maintenance and Moderate breakdown & of complete failure of the supervision of the all Impact repair of pollution control pollution control equipment equipment’s and other equipment’s and the utilities. process utilities.

4.2.1.7 Impact on Socio-Economic Environment

No resettlement and rehabilitation (R&R) will be required as the proposed project will be located in notified industrial estate of Additional Patalganga MIDC. No additional infrastructure is required, MIDC has provided proper road network, Water, electricity availability. Hence, there will not be any burden of natural resources exploitation on local community. Minor increase in traffic is anticipated due to transportation of materials.

Table No. 4.17. Identification of impacts & mitigation measures for socio-economic environment

Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures potential with control major Storage and Occupational health and  All precautionary PPES Negligible transportation safety hazard may occur shall be provided. impact of raw due to transportation &  Safety officers shall materials & handling of materials. monitor the workers products Exposure of chemicals  Proper training for causes health effect like, handling of bronchitis, eye irritation, equipment’s, cough, stress, skin chemicals shall be irritation and headache. provided.  Precautionary measures signs shall be displayed wherever needed.  Standard operating procedure for storage & handling, safety, disaster & emergency action shall be displayed and strictly followed by the workers/ staff engage in such activities.

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Sources/Activity Impact without Proposed mitigation Impact mitigation measures measures potential with control major  Safety officer will supervise the same. Solid hazardous Impact on health of the Identification of risk and Moderate waste employee and the hazards due to storage impact management immediate surrounding if and of hazardous waste improperly handled. like process filtrate, process residues and spent oil shall be assessed and its emergency action plan shall be executed. SOPs shall be made and displayed wherever it is necessary. Manufacturing  Fugitive emissions are  All precautionary PPES of Products storage, transportation, and first aid shall be and Utility handling are provided. operations anticipated.  Local people shall be  Health and safety during engaged as much as operation of equipment possible to avoid operation migratory influx  Employment generation  Corporate Environment  Migratory population responsibility plan as influx causes certain per MOEFCC rules with changes in the social the help of local need culture shall be implemented. Temporary Spillage/emissions of Proper safety measures Moderate breakdown & chemicals, gaseous with PPES, First aid box, impact repair of emissions, effluents, awareness, and training equipment hazardous waste affect will be provided. human health of immediate surrounding

4.3 Impact Assessment Matrix

Impact matrix facilitates to identify components and phases of project activities for determination of likely impacts. Matrix identifies the interaction between project activities and environmental components using a grid like table. Entries are made in the cell which highlights impact severity in the form of symbols or numbers or descriptive comments. The impact of different project activities on various environmental components like biological

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 Environmental Pollution  Water: surface and ground water pollution  Air: Ambient air quality  Soil: Soil quality  Land: Change in land use pattern and topography  Biological Environment  Existing Flora and fauna  Aquatic Ecosystem  Socioeconomic Environment  Health and safety, cultural, aesthetic and economic aspects

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Table No. 4.18. Impact Matrix of Proposed Project

Pre-construction Construction Phase Operation and maintenance

Environment

components Project activity

Parameters

workers

reserves

structure

functioning

Site clearing Site

Site preparation

Land acquisition Land

Pollution control control Pollution

finished products finished

equipment’s non equipment’s

Movement of energy energy of Movement

Influx of construction construction of Influx

Manufacturing process Manufacturing

Civil/construction work Civil/construction

Raw Material / Finished / Finished Raw Material

Excavation / Temporary Temporary / Excavation

Transportation of material of Transportation material of Transportation

Storage of raw material and and material raw of Storage

Operation of cooling system cooling of Operation

Products Storage & Handling Storage Products Resources Fuel 0 0 0 0 0 0 0 -1 -1 -1 0 0 0 0 utilization Electricity 0 0 0 0 0 -1 -1 0 0 0 0 0 0 0 Water 0 0 0 0 0 -1 -1 0 -1 -1 0 0 -1 0 Construction material 0 0 0 0 0 -1 0 0 0 0 0 0 0 0 ex. Stone Land 0 0 0 0 0 0 -1 0 0 0 0 0 0 0 Air Air Quality 0 0 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 0 -2 Climate 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Water Alteration of surface/ 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 groundwater bodies Alteration of surface 0 0 0 0 0 0 0 0 0 0 0 0 0 0 run-off and interflow Alteration of Hydraulic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Regime Contamination 0 0 0 0 0 0 -1 0 0 -1 -1 -1 -1 -2

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Pre-construction Construction Phase Operation and maintenance

Environment

components Project activity

Parameters

workers

reserves

structure

functioning

Site clearing Site

Site preparation

Land acquisition Land

Pollution control control Pollution

finished products finished

equipment’s non equipment’s

Movement of energy energy of Movement

Influx of construction construction of Influx

Manufacturing process Manufacturing

Civil/construction work Civil/construction

Raw Material / Finished / Finished Raw Material

Excavation / Temporary Temporary / Excavation

Transportation of material of Transportation material of Transportation

Storage of raw material and and material raw of Storage

Operation of cooling system cooling of Operation

Products Storage & Handling Storage Products Soil/Land Soil erosion 0 0 0 -1 0 0 0 0 0 0 0 0 0 0 Contamination 0 0 0 0 0 -1 -1 0 -1 -1 -1 -1 -1 -2 Alteration of Soil 0 0 -1 -1 0 -1 -1 0 -1 -1 -1 0 -1 -2 properties/ Soil Quality Land topography 0 -1 -1 -1 0 0 0 0 0 0 0 0 0 0 Noise Noise pollution 0 0 -1 -1 -1 -1 -1 -1 -1 -1 -1 0 -1 -2 Ecology Effect on trees, 0 -1 -1 -1 -1 0 0 -1 0 0 0 0 0 -2 grasses, herbs & shrubs Effect on farmland 0 0 0 0 -1 0 0 0 0 0 0 0 0 0 Effect on aquatic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Effects on fauna ex. 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 Birds, butterflies, mammals etc. Habitat change and 0 0 0 0 0 0 0 0 0 0 0 0 0 -1 removal Introduce new exotic 0 0 0 0 0 0 0 0 0 0 0 0 0 0 species Health 0 0 -1 -1 -1 -1 0 -1 0 -1 -1 -1 0 -2

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Pre-construction Construction Phase Operation and maintenance

Environment

components Project activity

Parameters

workers

reserves

structure

functioning

Site clearing Site

Site preparation

Land acquisition Land

Pollution control control Pollution

finished products finished

equipment’s non equipment’s

Movement of energy energy of Movement

Influx of construction construction of Influx

Manufacturing process Manufacturing

Civil/construction work Civil/construction

Raw Material / Finished / Finished Raw Material

Excavation / Temporary Temporary / Excavation

Transportation of material of Transportation material of Transportation

Storage of raw material and and material raw of Storage

Operation of cooling system cooling of Operation

Products Storage & Handling Storage Products Occupational Sanitation 0 0 0 0 0 0 -1 0 0 0 0 0 0 0 Health & Hazards Socioeconomic Creation of new +1 0 0 0 0 +1 0 +1 0 +1 0 0 0 0 economic activities Commercial value of +1 0 0 0 0 0 0 0 0 0 0 0 0 0 properties Generation of 0 0 0 0 0 +1 0 0 0 +1 +1 +1 0 0 temporary and permanent Jobs Effect on crops 0 0 0 0 0 0 0 0 0 0 0 0 0 -1 Reduction of farmland 0 0 0 0 0 0 0 0 0 0 0 0 0 -1 productivity Income for the state +1 0 0 0 +1 0 0 +1 0 +2 0 0 0 0 and private sector Savings in foreign 0 0 0 0 0 0 0 0 0 +2 +1 0 0 0 currency for the state

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Pre-construction Construction Phase Operation and maintenance

Environment

components Project activity

Parameters

workers

reserves

structure

functioning

Site clearing Site

Site preparation

Land acquisition Land

Pollution control control Pollution

finished products finished

equipment’s non equipment’s

Movement of energy energy of Movement

Influx of construction construction of Influx

Manufacturing process Manufacturing

Civil/construction work Civil/construction

Raw Material / Finished / Finished Raw Material

Excavation / Temporary Temporary / Excavation

Transportation of material of Transportation material of Transportation

Storage of raw material and and material raw of Storage

Operation of cooling system cooling of Operation

Products Storage & Handling Storage Products Training in new 0 0 0 0 0 0 0 0 0 +1 0 0 0 0 technologies & new skills to workers Political/social Conflicts 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 Land use change 0 0 -1 -1 0 0 -1 0 0 0 0 0 0 0 Aesthetics and human 0 0 0 0 0 0 0 0 0 0 0 0 0 -1 interest Cultural status 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Evaluation marking criteria

Description Value No / Zero Impact : 0 Minor/ Negligible negative impacts : -1 Minor / Negligible positive impacts : +1 Significant negative impact : -2 Significant positive impact : +2 High negative impact : -3 High positive impact : +3

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4.3.1 Conclusion of impact matrix assessment

Malfunctioning of pollution control equipment, project will have high negative impact. Appropriate Environmental Management Plan (EMP) nullifies all high potential adverse impacts. Moreover, implementation of EMP helps to convert negative impact into positive impacts. Thus proposed project is certainly safe from the environmental point of view.

4.4 Summary of anticipated Impacts and Proposed Mitigation Measures

Significant impact from the project activities and its mitigation measures are summarize in Table 4.19.

Table No. 4.19. Impacts and mitigation measures

Sr. Environment Potential source of Proposed mitigation measures No. Aspects Impact 1. Air Stack emissions,  Effective stack height Environment vehicular movement,  PUC of the vehicles shall be checked raw material handling periodically  Periodical maintenance of vehicles  If required spraying of water on the road to suppress the dust emission 2. Water Exploitation of surface The total water requirement is about Environment water and disposal of 220 CMD for domestic, process, waste water on land cooling and gardening purpose. It will be sourced from MIDC which is available at site. 3. Land Land use  Land is in MIDC area. It is under Industrial use. 4. Soil Disposal of waste on  Total effluent generation will be 73.82 the land CMD; out of that 70 CMD will be recycled in the process. Other domestic effluent and process, lab effluent will be treated in proposed ETP of 5 CMD capacity. 5. Noise During Operation  Acoustic enclosure will be provided.  Sound from the machineries or from other operation shall be restricted within plant boundary 6. Ecology Release of pollutant in  No major vegetation clearance is environment and loss of required

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vegetation during  All required pollution control construction equipment will be provided to ensures the control of pollution 7. Socioeconomic Influx of people,  Over all positive impact is envisaged settlement and existing  CSR activities by proponent will be resource utilization beneficial to local people 8. Occupational Exposure to the  All safety measures and safety Health and chemicals, Operation of equipment’s will be placed. safety machines, Fire  PPEs will be provided to workers and hazardous associated staff

4.5 Conclusion

Major impact envisaged from proposed project activity will be waste water disposal, solid waste disposal and air emissions. An effective mitigation measure, reduction at source will reduced level of significant impact. All required control measures and required equipment shall be provided to mitigate the impacts.

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Chapter V: ALTERNATIVE ANALYSIS

Chapter provides the information on various alternatives for the site and technology. The industry shall explore and adopt cleaner technologies and improve the management practices to reduce generation of pollutants.

5.1 Site Selection

The proposed project site is located in the MIDC area and the said area is having number of industrial estates, all basic infrastructure facilities like availability of water, electricity, fuel, transport, telecommunication systems etc. MIDC plans to further develop the infrastructure in the area. The Patalganga industrial area, adjacent to the Mohopada village, is one of the 13 chemical industrial areas developed by MIDC. Advantages of site selected are

▰ Required land is available and it is allotted by MIDC ▰ Intended use of land is for industrial use only ▰ Port availability and distance ▰ All relevant infrastructures and utilities will be provided by MIDC ▰ Site is well connected by road to Mumbai -Pune highway/Expressway ▰ Raw material and products will be transported by road

No homesteads are affected, hence no displacement

Availability of raw material/fuel

Proximity of raw material and cost-effective transportation logistics

Availability of water supply

The availability of water from the source is adequate to meet the requirement. Source of water for project is from MIDC.

Availability of infrastructural facility

Industrial infrastructural facilities such as roads, transport, security, water, power, administration etc. are available with existing MIDC. Community facilities such as quarters, medical services, education and training facility etc. are also available at site.

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Environmental features of site

There are no biosphere, mangrove, national parks etc. or protected monuments, historical places within 5 km from the site. Karnala Bird Wildlife sanctuary falls within 5 km radius i.e around 2.5 km in west. Hence, proposed project will be apprised at EAC Ind-II, MoEFCC. Patalganga River is flowing at a distance of 0.6 km in North West from the project site. Nearest village is Karade Village at 0.30 km., nearest town Mohopada at 3 km, Panvel at 13 km.

5.2 Technology Alternatives

The technology selection is done on the basis of following considerations

 Indigenous technology  Least stress on resources  Reduce, recycle and reuse of wastes  Reduce the pollution from the industry  No risk to human and property

Technology selection has been done on the basis of efficient utilization of raw material, water, electricity, fuel, and considering the recycle and reuse of wastes generated from industry. Proposed industry will be manufacturing food preservatives i.e. Calcium Propionate / Sodium Propionate powder/ calcium acetate through spray drying method and mixing method. Proponent has proposed, use of clean fuel PNG. At present Add. Patalganga MIDC does not have PNG gas provision. Whenever, PNG come to MIDC, factory management will switch to PNG, so as to reduce air emission from the stack.

5.3 Conclusion

This chapter described possibility for alternative of site location and technology. Proponent has considered efficient utilization of raw material, water, electricity, fuel, and considering the recycle and reuse of wastes generated from industry. Due care will be taken from the factory management to adopt newer technology which will reduce consumption of the resources which ultimately reduce carbon foot print.

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Chapter VI: Environment Monitoring Program

Present chapter delivers environment monitoring program, its frequency, parameters, and methodology for air, water, noise, and solid hazardous waste/ soil environment. It also furnishes the information of reporting system of environmental parameters and responsibility of environmental monitoring program. An environmental monitoring plan provides a delivery mechanism to address the adverse environmental impacts of a project during its execution by periodic monitoring of important environmental parameter so as to maintain the environmental quality within the standards, and to introduce standards of good practice to be adopted for all project works.

6.1 Importance of Post Environment Monitoring

An environmental monitoring program is important as,

 It assists in detecting the impacts and control measures.  It evaluates the performance and effectiveness of mitigation measures proposed in the Environment Management Plan (EMP) and suggests improvements in management plan, if required.

An Environmental Monitoring Program has scheduled with the following objectives,

 To verify the result of the impact assessment study with respect to new developments  To study the parameters which have been identified as critical  Status of pollution load within the project site and its vicinity  Generation of data for predictive or corrective purpose in respect of pollution  To check or assess the efficiency of controlling measures

6.2 Environment aspects to be monitored

Proposed project shall monitor the following environmental aspects to ensure effectiveness of EMP and mitigate any impact envisaged during the commissioning and operation phase.

6.2.1 Ambient Air and Stack Monitoring

 Ambient air quality will be monitored at three locations and pollutants monitored will

be Respirable Suspended Particulate Matter (PM 10, 2.5), Sulphur Dioxide (SO2),

Oxides of Nitrogen (NOx),TOC/ VOC’c , O3, CO and HC

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 Monthly monitoring of stack will be carried out for the parameters such as PM, SO2 and NOx , VOC’c to assess the performance of pollution control facilities installed for the unit.

6.2.2 Water and waste water quality

 Surface and ground water samples towards downstream of project will be collected and analyzed periodically.  Inlet and Out let characteristics of ETP  The characteristics of cooling water, process, and steam condensate wastewater will be analyzed periodically.  Environment Statement Reports will be filed as per the schedule prescribed by Pollution Control Board  Analysis of water, wastewater will be in laboratories approved by Ministry of Environment, Forest, and Climate Change (MoEFCC) or National Accreditation Board of Laboratory (NABL) will be hired.

6.2.3 Soil and Solid/ Hazardous Waste

 One surface soil sample from proposed ETP and project site will be taken and analyzed as per the standard method.  Solid hazardous waste will be disposed of regularly as per EMP.

6.2.4 Noise monitoring

 Five noise monitoring location will be selected considering noise generation area.  Personal protective equipment like ear plugs/ear muffs will be provided to employees working near such noisy area.  The noise attenuation measures will be taken at the design stage.

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6.2.5 Occupational health and safety

Routine medical examination of personnel will be carried out at regular intervals and followed for all workers to determine any changes in health condition due to the working conditions. Pre-medical check-up will also be carried out at the time of employment.

6.3 Environment Monitoring Plan

The post project monitoring plan will be as follows,  Prior to the commencement of operation  After 6 months of commencement of operation  Once in a year from the commencement of operation

Environmental parameters to be monitored and its frequency after commissioning of proposed project is mentioned in Table 6.1 and 6.2

6.3.1 Environmental Monitoring During Project Construction Stage

The proposed activity envisages setting up of production structure, machineries, admin office, establishment of storage facilities etc. The construction activities are expected to one year from zero date. The generic environmental measures that to be undertaken during project construction stage are given in Table 6.1

Table No. 6.1. Environmental monitoring during project- Construction Stage

Sr. Potential Action to be Followed Parameters for Frequency of No. Impact Monitoring Monitoring 1. Air All equipment’s to be Random checks of Weekly operated within equipment’s specified design logs/manuals Parameters. Vehicle trips to be Vehicle logs Weekly during site minimized to the extent clearance & possible construction activities Maintenance of DG set Gaseous emissions Monthly emission emissions to meet (SO2,CO,NOX) monitoring stipulated standards Ambient air quality within The ambient air As per CPCB/SPCB the premises of the quality will conform requirement or on to the standards for

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Sr. Potential Action to be Followed Parameters for Frequency of No. Impact Monitoring Monitoring

proposed unit to be PM10, PM2.5, SO2, monthly basis monitored. NOX whichever is earlier 2. Noise List of all noise generating Equipment logs, Weekly during machinery onsite along noise reading construction activities with age to be prepared. Equipment to be maintained in good working order. Night working is to be Working hour Daily records minimized. records Generation of vehicular Maintenance of Daily records noise record of vehicles Noise to be monitored in Spot noise recording As per CPCB/ SPCB ambient air within the requirement or on plant premises. monthly basis whichever is earlier 3. Wastewater No untreated discharge to No discharge hoses Monthly during Discharge be made to surface water, shall be in vicinity of construction ground water or soil. watercourse activities. 4. Soil Erosion Protect top soil stockpile Effective cover in Period during where possible at edge of place construction activities site. 5. Drainage & Ensure drainage system Visual inspection of Weekly during Management and specific design drainage and record construction activities measures are working thereof effectively The design to incorporate existing drainage pattern and avoid disturbing the same. 6. Waste Implement waste Comprehensive Fortnightly check Management management plan that Waste Management during construction identifies and plan should be in activities characterizes every waste place and available arising associated with for inspection proposed activities and onsite. which identifies the Compliance with procedure for collection, MSW Rules,1998 handling & disposal of and Hazardous each waste arising. Wastes (Management and Handling Rule)2003 7. Non-routine Plan to be drawn up, Mock drills and Monthly during events and considering likely records of the same construction activities accidental emergencies and steps releases required to prevent/limit consequences

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Sr. Potential Action to be Followed Parameters for Frequency of No. Impact Monitoring Monitoring 8. Health Employees and migrant All relevant Six monthly check ups labour health checkup parameters including HIV 9. Environmental The Environmental Responsibilities and During construction Management Management Cell/Unit is roles will be decided phase Cell/Unit to ensure implementation before the and monitoring of commencement of environmental safeguards work. 10. Loss of flora Re-vegetation as per No. of plants, During site clearance and fauna Forest guidelines species Phase.

6.3.2 Monitoring during Operational Phase

The hazardous waste generation from proposed unit will be ETP sludge and ETP silt discarded bags, process sludge/residues/filtrates. Regular monitoring of wastes generated shall be done. The following attributes which merit regular monitoring based on the environmental setting and nature of project activities are listed below,

 Source emissions and ambient air quality;  Groundwater quality;  Water and wastewater quality (water quality, effluent quality etc.);  Solid and hazardous waste characterization (oily wastes ETP sludge, used and waste oil);  Soil quality;  Noise levels (equipment and machinery noise levels, occupational exposures and ambient noise levels)  Ecological preservation and afforestation.

The following routine monitoring program as detailed in Table 6.2 shall be implemented at site. Besides to this monitoring, the compliances to all environmental clearance conditions and regular permits from SPCB/MoEFCC shall be monitored and reported periodically.

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Table No. 6.2. Environmental monitoring schedule during Operation

Sr. Particulate Parameters Number of location Frequency No.

1. Ambient air PM10, PM2.5, SO2, NOx, Ambient air quality at Monthly quality CO, TOC/ VOC’s, O3 minimum 3 locations. 1 and HC etc. location within the plant premises, 1 location in upwind, 1 location in downwind direction and 1 location in cross wind direction. 2. Stack gas PM, SO2 and NOx Number of stacks Monthly

3. Work place PM2.5, SO2, NOx, CO, O3 Process emission in Monthly workplace area/plants (for each area/plant minimum 2 locations and 1 location outside plant area near vent) 4. Waste water pH, EC, SS, TDS, O&G, Wastewater from all Monthly Ammonical Nitrogen, sources. COD, BOD, Chloride, Inlet & outlet of ETP Sulphides etc.

5. Surface water pH, Salinity, 3-5 location Half yearly and ground Conductivity, TDS, Ground as well as water Turbidity, DO, BOD, Surface water Phosphate, Nitrates, Sulphates, Chlorides, Total Coliforms (TC) & E.Coli 6. Solid waste ETP sludge, process Process dust Monthly sludge generated sludge.

7. Noise Equivalent noise level - 5 location Monthly dB (A) at min. Noise At all source and Levels measurement at outside the Plant area. high noise generating places as well as sensitive receptors in the vicinity 8. Green belt Number of plantation In and around the Monthly (units), number of plant site survived plants/ trees,

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number of poor plant/ trees. 9. Soil Texture, pH, electrical 2-3 near Solid/ Quarterly conductivity, cation hazardous waste exchange capacity, alkali storage. metals, Sodium At least five locations Absorption Ratio (SAR), from Greenbelt and permeability, porosity. area where manure of biological waste is applied. 10. Occupational Health and fitness All worker Yearly/ twice health checkup of employees a year getting exposed to various hazards and all other staff 11. Drainage and Design to incorporate Ensure drainage Periodic effluent Existing drainage system and specific during Management pattern and avoid design measures are operation disturbing the same. working effectively. phase

12. Emergency Mock drill records, on Fire protection and Monthly preparedness site emergency plan, safety measures to during , evacuation take care of fire and operation such as fire plan explosion hazards, to phase fighting be assessed and steps taken for their prevention.

6.3.3 Monitoring methodologies

Environmental samples will be collected as per the guidelines provided by MoEFCC/ CPCB. The method followed for monitoring will be recommended/ standard method approved/ recommended by MoEFCC/ CPCB. Detail of the same is mentioned in Table 6.3.

Table No. 6.3. Methodology of environmental monitoring

Sr. Description Method No Sampling/ Preservation Analysis 1. Ambient air Samplers (Designed as per Any standard methods monitoring USEPA) to collect PM 2.5, PM10 such as IS 5182, CPCB & the gaseous samples guideline etc. 2. Stack gas Samplers (Designed as per - monitoring USEPA) to collect particulate matter & the gaseous samples

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3. Water and waste Standard methods for Standard methods for water examination of water and examination of water and wastewater published by APHA wastewater published 21st edition, 2005 by APHA 21st edition, 2012 4. Noise monitoring Instrument : Sound level meter - 5. Soil monitoring Collected as per soil analysis Analysis reference book, reference book, M. I. Jackson M. I. Jackson and soil and soil analysis reference book analysis reference book by C.A. Black by C.A. Black

6.4 Reporting and documentation

All the necessary reports and documents will be prepared to comply with statutory rules and regulations. The records of the monitoring program along with the results of all the parameters being monitored will be maintained on regular basis.

The environmental monitoring activities will be recorded and the following documents are proposed to be maintained,

1. Log sheets of operation and maintenance of pollution control facilities/ equipment such as ETP, stack test results of inlet and outlet. 2. Instruction manuals for operation and maintenance of pollution control facilities/ equipment like ETP as well as for manual for monitoring of water, solid and gaseous parameter discharged from the project. 3. Statutory records as per the environment related legislation. 4. Monthly and annual progress report. 5. Bi-annual compliance statement for Regional Office, MoEFCC. 6. Annual environmental audit statements and compliance to NOC/ Consent conditions to State Pollution Control Board/ Regional Office, MoEFCC.

6.5 Formulation of Environment Management Cell (EMC)

The Environmental Management Cell shall be responsible for the environmental management, monitoring, and implementation activities of the proposed unit. EMC will carry out various activity of environment under the supervision of the Head of the plant.

EMC cell shall be responsible for,

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 Monitoring of efficiency of pollution control equipment’s  Preparation of maintenance schedule of pollution control equipment and treatment plants and see that it is followed strictly.  Monitoring activities within core and buffer zone of proposed project as per monitoring schedule.  Inspection and regular cleaning of setting tanks, drainage system etc.  Greenbelt development and maintenance  Water and energy conservation measures  Good housekeeping Structure of EMC is mentioned in below

Sr. Vice president operations

General Manager

Process Manager

Sr. Manager Environment health & safety officer

Safety Officer

Figure No. 6.1. Environment Management Cell

6.6 Budgetary Provision for Environment Management

The costs involved in environmental monitoring and management to mitigate the adverse effects will be put on account for the proposed project. The approximate cost for the EMP will be Rs. 97 Lakhs. Bifurcation of the EMP cost is given in Table 6.4.

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6.7 Conclusion

Considering environmental emissions from the project monitoring program, its frequency, parameters, and methodology for air, water, noise, and solid hazardous waste/ soil environment has been given. Monthly monitoring of Air (stack and workplace), Water, Soil, Solid waste and Noise shall be done. Periodic monitoring shall be for drainage system, Occupation health, and safety of the worker, emergency preparedness, such as firefighting. Budgetary provision for En. Monitoring and occupation health is also given i.e. 2.5 and 5 lakhs per year respectively. Moreover, information of reporting system of environmental parameters and responsibility of environmental monitoring program has been described.

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Chapter VII: ADDITIONAL STUDIES

7.1 Public Consultation

The said project is being located in Notified Industrial Estate (MIDC) area will be considered as category ‘A’ project and public hearing (consultation) is exempted.

7.2 Rehabilitation & Resettlement Plan (R & R Plan)

The intended use of land is for industrial activity and the land already has been allotted by MIDC. So there are no issues related to displacement of people.

7.3 Risk Assessment & HAZOP Study

This QRA report is prepared for the above mentioned proposal towards compliance to TOR conditions and forms a part of the EIA report required for obtaining Environmental Clearance. Risk assessment Methodology used is as per the Technical EIA Guidance Manual for Synthetic Organic Chemicals, prepared for the Ministry of Environment, Forests and Climate Change, Government of India (MOEF&CC 2010). Detail report of QRA and HAZOP study is attached as Annexure.

Identification of hazards materials handled and processes was examined. MSDS of the substances taken for study. Applicability of Manufacture Storage and Import of Hazardous Chemicals (MSIHC) Rules, 1989” -formed under Environment protection Act 1986, these were amended in 1994and 2000 - checked for inventory. The inventory of does not exceed the criteria of threshold quantity as per schedule 2 parts I and Part II of these rules hence the site is not classified as MAH (Major accident hazard installation. Relative ranking by DOW Fire, Explosion & Toxicity index, and MOND Index assessment carried out for the storage installations analysis are applied for storage of flammable substances area, decompositions products, and reactivity and compatibility hazards are assessed.

HAZOP study carried out considering storages, major unit processes, and ETP as separate node. The methodology used is as per Hazard Identification and Hazard Analysis Techniques of Hazard Identification and Risk Analysis – Code of Practice IS 15656: 2006. As an outcome

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7.3.1 Scope of work

The scope of the report covers the proposed site activities of manufacturing. The battery limits of this study are restricted to the installations indicated over the proposed site plan ( 18°52'30.22"N Latitude and 73° 9'48.79"E Longitude, elevation 10 meter above MSL.)Plot area 12,000 sq. m.; presently there is an existing warehouse on the site admeasuring around 2250 sq.mt of area from that of the plot area.

7.3.2 Methodology

The major steps in risk assessment are as outlined below;  Hazard Identification  Failure Frequency Analysis  Consequence Analysis  Impact Assessment  Protective System & Hazard Analysis  Risk Mitigation Measures  DMP

7.3.3 Site activity

Table No. 7.1. List of Products for Environmental Clearance

Sr. Cas Name of products Batch size Capacity Total Capacity no. Mt MTA MTA 1 Spray Drying method 10,000 1.1 4075-81-4 Calcium Propionate &/or 2.950 1.2 137-40-6 Sodium Propionate &/or 4.500 10,000 1.3 62-54-4 Calcium acetate 3.160 2 Mixing method 15,000 2.1 4075-81-4 Calcium Propionate 4.080 15,000 TOTAL - - 25000 By product: nil

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Table No. 7.2. Hazardous Waste

Category No. Type Of Waste Quantity Method of disposal 1 Sludge 20-25 kg/m CHWTSDF 2 filter material from the 80-85 kg/m CHWTSDF process

Table No. 7.3. Inventory

No. Name Mode of storage Maximum Quantity Remark Stored at any point of time 1 Calcium Propionate 2 Sodium Propionate Bags 400 MT Finished Good 3 Calcium Acetate 4 Propionic acid 250 kl Tank- 5 nos. 1250 KL Raw Material 5 Hydrated Lime Silos 2 nos / bags 9900 MT Raw Material 6 Sodium hydroxide Bags 450 MT Raw Material 7 Acetic acid 150 Kl tank 1 no. 100 KL Raw Material 8 Furnace oil 100 kl (AG )Tank 100 KL Fuel 9 Diesel 20 kl (UG) Tank 20 KL Fuel 10 Sludge Non- Hazardous 11 filter material from Bags 84 MT Waste the process

Table No. 7.4. Inventory Level (Tank Farm)

No. Name Maximum Quantity Max Inventory level Stored at any point Consumption Number of days of time level TPM Qty storage 1 Propionic acid 1250 MT 1563 24 2 Acetic acid 150 KL 625 5 3 Hydrated Lime 200 KL 764 12 4 Furnace oil 100 KL 250 12 *Imported, Transport to site is by road truck/tankers.

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7.3.4 Identification of Hazards

7.3.4.1 Hazardous Chemicals Table No. 7.5. Flammability Hazards (Top Five)

Sr. Name LEL UEL Flash Boiling NFPA Flammability No. Point Point Hazard Index % % 0c 0c Nf 1. Acetic acid 5.4 16 39 118 2 2. Diesel 0.6 7.5 32 -62 >150 2 3. Propionic acid 2.9 12.1 52.2 141 2 4. Furnace Oil 0.7 5 >65 175-325 2 5. Sodium Propionate - - >200 NA NFPA 704 M Hazard Index, Scale 1 to 4. , NA data not available Toxic *-Indicative Criteria used as per “MSIHC Rules 1989, schedule I, Part I (a )”.

Table No. 7.6. Toxicity Hazards (Top Five)

Sr. Name Oral LD50 Dermal LD50 Inhalation LC50 NFPA No. Mg/kg. Ml/kg. mg/m3 Health Index N h 1 Propionic acid Toxic * NA NA 3 2 Sodium hydroxide Toxic * NA NA 3 3 Acetic acid Toxic * Toxic * Toxic * 2 4 Hydrated Lime NA NA NA 2 5 Lime NA NA NA 2 Mg/kg. Ml/kg. mg/m3 N h

Table No. 7.7. Reactivity Hazards (Top Five) Sr.No. Name CAS No. NFPA Hazard Index Material Factor N f Nr MF 1 Hydrated Lime 1305-62-0 0 2 24 2 Propionic acid 79-09-4 2 1 14 3 Sodium hydroxide 1310-73-2 0 1 14 4 Lime 1305-78-8 0 1 14 5 Acetic acid 64-19-7 2 0 10 NFPA 704 M Hazard Index, Scale 1 to 4. , Material factor scale 1 to 40.

Table No. 7.8. Applicability of MSIHC Rules 1989

Group Material Max. Storage Threshold Capacity Qty. Mt.* 5.5 Highly Chemicals having 2500 Flammable 230 C < flash point ≤ 600 C. Liquids Acetic Acid 150 kl Propionic acid 1250 MT

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Diesel 20 kl 5.6 Flammable Chemicals having 5000 Liquids 600 C < flash point < 900 C Furnace oil 100 kl *Criteria used: “MSIHC Rules, 1989”, schedule 2 part I and Part II of these rules. Inventory analysis revels that the inventory of hazardous chemicals of any group does not exceeds the threshold specified quantity specified in Schedule II Column 3 of "The the MSIHC Rules, 1989”. Thus the site is not classified as Major Accident Hazards (MAH) Installation.

7.3.5 Relative ranking

7.3.5.1 Dow F&E index As per DOW F & E index assessment propionic acid storage installation is having the highest radius of exposure of 10.5 m with damage factor 0.31 and methanol storage installation Toxicity category as I. Table No. 7.9. Dow F & E index

Sr. Installation DOW The Degree Radius Of Damage Toxicity Toxicity No. F&E Of Hazard Exposure Factor Index Category Index (m) 1. Propionic 43.7 Light 11.2 0.32 8.50 II Acid 2. Acetic acid 38.6 Light 9.9 0.30 5.87 I 3. Furnace oil 20.7 Light 5.3 0.12 - - 4. Diesel 19.8 Light 5 0.10 - -

7.3.6 Mond Index

Table No. 7.10. Mond Index

Sr. Installation Fire Index Internal Aerial Over All No. Explosion Index Explosion Index Hazard Rating 1 Propionic Acid High Moderate Low High Group II 2 Furnace oil Low Moderate Low Moderate 3 Diesel Light Moderate Light Moderate 4 Acetic acid Moderate Moderate Low High Group II

The MOND Index is a rapid hazard assessment method for use on chemical plant or in plant design. The use of this technique puts the hazard of a plant on a numerical scale, where the comparative pictures of all subdivisions of the plant form emerge. The assessment is carried out as per MOND INDEX Manual 1993.

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As per Mond index assessment for the hazardous chemical storages are Moderate or less than that “as overall hazard rating. It is reasonable to assume that a unit assessed at this level can be operated in a satisfactory manner by providing adequate off setting measures, giving full regard to the hazards indicated by the assessment It should be noted that the assessment depends heavily upon the maintenance of the hardware and of the management procedures; neglect of either will lead to loss of protection and the rating will rise.

7.3.7 Compatibility /Reactivity Hazard

Table No. 7.11. Compatibility /Reactivity Hazard Chart

Chemicals Mixing Acetic Air, Calcium Calcium Propio Sodium Potassium Water With → acid Compress Carbona Hydroxide nic Hydroxid hydroxide ed te Acid e Solid Acetic acid Air, Compressed C Calcium C Y Carbonate Calcium hydroxide C Y Y Propionic acid Y C C C Sodium hydroxide N C Y Y N Water Y Y C C Y C

CHART LEGEND Y Compatible - No hazardous reactivity issues expected N Incompatible - Hazardous reactivity issues expected C Caution - May be hazardous under certain conditions SR Self-reactive - Potentially self-reactive e.g. polymerizable (Incompatibility implies as the equimolar mixing of two materials under ambient temperature and pressures that will produce heat (10Kcal per mole), gases, or other real and immediate hazards)

Risk Mitigation

Storage of chemicals considering the compatibility and reactivity hazards. Smoke detector at warehouses.

Transformation products

Hazards due to gases released decomposition, transformation during fire condition.

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7.3.8 Transformation hazards

Table No. 7.12. Transformation If any which could occur

Sr.No. Name Decomposition Products In Case Of Fire Sodium Sodium oxide. Decomposition by reaction with certain metals 1. hydroxide releases flammable and explosive hydrogen gas. Calcium hydrate Caustic fumes of calcium oxide form when heated to 2. slaked lime decomposition (580C; 1076F). Furnace oil Carbon dioxide and carbon monoxide may form when heated 3. to decomposition. Diesel Carbon dioxide and carbon monoxide may form when heated 4. to decomposition. 5. Propionic acid Poisonous gases are produced in fire. Calcium Acetate Decomposes above 160) C producing Acetone vapors and 6. Calcium carbonate. Lime Reactivity with water – heat may cause ignition of 7. combustibles, material swells during reaction.

Separate chemicals storage in bulk considering the compatibility and reactivity hazards at open storage area and warehouse.

7.3.9 Preliminary Hazard Analysis

Preliminary hazard analysis considers stages of the proposal such as pre construction phase, Operation phase and Post operation/De-commissioning /demolition phase. Following aspects are considered during the study.

 Natural calamities  Physical hazards  Biohazards  Electrical hazard  Hazardous substances and wastes  Mechanical hazards  Frequent causes of accidents during construction Activity  Ergonomics & psychosocial hazard  General Hazards

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7.3.10 HAZOP Study

7.3.10.1 NODES: Identification of hazards by HAZOP Study under following nodes:

Table No. 7.13. Table 7.13: Nodes of HAZOP Study

Node 1 Propionic acid storage tank Node 2 Furnace oil storage tank Node 3 Diesel storage tank Node 4 Caustic soda storage tank Node 5 Acetic acid storage tank Node 6 Spray Drying method Operations Node 7 Mixing method Operations Node 8 ETP

7.3.11 Identified Hazards

Top ten identified hazards/events / accident scenarios having risk rating (evaluating the identified hazardous event on severity(S) and Probability (P) of the event on the scale 1 to 5 resulting in risk rating (R) on the scale 1 to 25 during HAZOP study) in 16 to 25 ranges are as follows

Table No. 7.14. Top Ten –Identified Hazards

Sr.no. Identified hazard S P R 1 Spill of Propionic acid , Fire / explosion hazard on propionic acid 5 4 20 release as above 54°C explosive vapour/air mixtures may be formed also it Attacks many metals forming flammable/explosive gas (hydrogen ) 2 Spill of Furnace oil followed by pool fire 4 4 16 3 Spill of Diesel followed by pool fire 4 4 16 4 Organic contaminated water generated during firefighting 4 4 16 operations entering storm drain. 5 Static charge accumulation to dangerous level in handling of 5 4 20 materials , fire hazard ., Dust explosion at spray dryer operations 6 Reactivity and compatibility hazards due to accidental spill and 4 4 16 mix up at tank farm / ware house

Sr.no. Identified hazard S P R 7 Health hazard due to minor leaks / vapors emissions, and vent of 4 4 14 the spray dryer odor issues at work place. (Propionic acid is a colorless liquid with a pungent odor. The odor threshold is 0.16 ppm)

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8 Handling alkaline materials at high temperature for long years of 5 4 20 service may result in “Caustic imbrutement” for MS equipment’s and weaken the equipment leading to rupture at these week points’ especially welding joints. 9 Accumulation Impurity in product due to recycle streams 4 4 16 10 Emergency in the neighborhood industrial installations. 4 4 16

7.3.12 Consequence Analysis

7.3.12.1 Introduction

The accident scenarios as identified during HAZOP study are divided in two categories considering the consequence seriousness and occurrence frequency.

 Maximum Credible Loss Scenario (MCLS)  Worst Possible Scenario.

7.3.12.2 Maximum Credible Loss Scenario (MCLS)

Maximum Credible Loss Scenario (MCLS) is one of the methodologies evolved to access the events in realistic and practical way. An MCLS can be described as the worst “credible” accident or as an accident with a maximum damage distance, which is still believed to be probable. Minor Leaks from hose/ piping failure are quite probable events. Such accidental release is considered as MCLS.

Worst Possible Scenario

Worst Case Scenario/ MCA (Maximum Credible Accident) Accident Scenario accidental release of Acetic acid release followed by dispersion down wind and fire/explosion is considered as Worst Case Scenario/ MCA (Maximum Credible Accident).

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7.3.12.3 Results Table No. 7.15. Down Wind Affect Distance

Sr. Accident Scenario Downwind Affect Distance (m) No. Toxic Vapor Cloud Flammable Vapor Cloud LEL PAC 3 PAC 2 PAC 1 IDLH 60 % 10 % 1 Propionic Acid 75 347 508 - 11 22 2 Furnace oil - - - - <10 <10 3 Diesel - - - - <10 <10 4 Acetic acid 117 399 1200 327 <10 23 Table No. 7.16. Down Wind Affect Distance

Sr. Accident Scenario Downwind Affect Distance (M) No. Blast Over Pressure Psi Thermal Radiation (KW/M2) 8 3.5 1.0 10 5 2 1 Propionic Acid - - - 20 30 40 2 Furnace oil - - - 9 13 18 3 Diesel - - - 11 12 13.5 4 Acetic acid - - - 10 13 21 7.3.13 Frequency Analysis

7.3.13.1 Event Tree

Event trees begin with an initiating event and work toward a final result. This approach is inductive. The method provides information on how a failure can occur and the probability of occurrence. Frequency of the incident is estimated by Event Tree.

POOL FIRE EVENT FREQUENCY: 1 X 10-4 per Year

Figure No. 7.1. Event Tree

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Initiating event frequency/yr range (all causes included) is 1 x 10-2 to 1x 10-3 typical frequency values assigned to initiating events. (Raf: Table 11.3, Chemical process safety fundamentals with applications; Daniel A Crawl / Joseph L. Second edition).

Table No. 7.17. Event Failure Frequency

S.N. Event Event Frequency/ Yr 1 Acetic acid pool fire 1.0 × 10-4 2 Propionic Acid pool fire 1.0 × 10-4 3 Furnace oil pool fire 1.0 × 10-4 4 Diesel pool fire 1.0 × 10-4

It is reasonable to assume this frequency however it should be noted it depends heavily upon the maintenance of the hardware and of the management procedures; neglect of either will lead to loss of protection and the rating will rise to the original estimate (a ) indicated above

7.3.14 Impact Assessment

7.3.14.1 Toxicity Impact

ALOHA modeling of the vulnerable zones is superimposed on satellite site maps Called MARPLOT for acetic acid release is as follows

Figure No. 7.2. Marplot: Vulnerable Zone: Acetic acid release

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Short Term Exposure: Can cause severe irritation, burns, and permanent eye damage. Skin contact can cause severe irritation and burns. Breathing can cause irritation of the mouth, nose, and throat; coughing; and shortness of breath. Higher exposures can cause bronchopneumonia and pulmonary edema, a medical emergency. Medical observation recommended for 24_48 h following inhalation overexposure, as pulmonary edema may be delayed.

Figure No. 7.3. Marplot: Vulnerable zone: Acetic acid release

Short Term Exposure: Corrosive to the eyes, skin, and respiratory tract. Contact can cause severe eye burns, leading to permanent damage. Skin contact causes skin burns. Inhalation can cause irritation of the respiratory tract with mild cough; asthmatic response was found in medical reports of acute exposure of workers.

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Figure No. 7.4. Marplot: Vulnerable Zone: Propionic Acid Release

IMPACT  Acetic acid and Propionic acid release - ERPG 3 concentration prevails up to 117 and 75 m downwind respectively and immediate evacuation of the area is required  It is reasonable to assume that well trained employees within the vulnerable zone are likely to move out of this zone in less than 10 minutes hence avoiding fatality.  It should be noted that depending the prevailing atmospheric conditions at the time of the event the impact will undergo change.  The event if not controlled immediately has potential of serious off site consequences affecting surrounding population.  Acetic acid can react with water and/or water vapour. This can affect the downwind dispersion estimate.

7.3.15 Thermal Radiation Impact

Release of Flammable material leading to Pool fire at tank farm will result in thermal radiations and likely to have direct impact on the personnel in vulnerable zone with burn injuries and even fatality as given in below table,

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Figure No. 7.5. Marplot: Vulnerable Zone: Acetic Acid Pool Fire

Figure No. 7.6. Marplot: Vulnerable Zone: Propionic Acid Pool Fire

Table No. 7.18. Fatal Thermal Radiation Exposure Levels

Radiation Level Seconds Exposure For A % Fatality Levels Kw/M2 1 % 50 % 99 % 1.6 500 1300 3200 4.0 150 370 930

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Radiation Level Seconds Exposure For A % Fatality Levels Kw/M2 1 % 50 % 99 % 12.5 30 80 200 37.5 8 20 50

Table No. 7.19. Effects of Thermal radiation on unprotected skin.

Radiation Level Duration Period Seconds Before (Kw/M2) Pain Is Felt Blistering Starts 22 02.0 03.0 18 02.5 04.3 11 05.0 08.5 08 08.0 13.5 05 16.0 25.0 2.5 40.0 65.0 Below 2.5 Prolonged exposure can. Be tolerated.

7.3.15.1 Impact

Acetic acid and Propionic acid release followed by pool fire is estimated to be resulting 30 % and 31 % damage within 9.9 and 10.5 m radius zone respectively.

Thermal radiations of 10 Kw/m2 from Acetic acid and Propionic acid are likely within 10 and 20 m radius zone respectively, which is mainly tank farm. It is reasonable to assume that well trained employees within the vulnerable zone are likely to move out of this zone within 90 seconds hence avoiding fatality. Continued exposure to heat flux of 4.0 KW/m2 level of heat flux or greater is considered sufficient to cause injury. Hence, injury risk is likely up to 10 m around the pool fire it may be noted that thermal effect of a pool fire is usually limited to a distance of 2 to 3 times the pool diameter. Acetic acid and Propionic acid pool fire impact at Assembly point will not be significant.

7.3.15.2 Over Pressure Impact

ALOHA modeling of the vulnerable zones are superimposed on satellite site maps called MARPLOT for estimation of impact Flammable vapors cloud in flammable range finding source of ignition resulting into vapor cloud explosion is considered as Worst case scenario and following Table indicates the over pressure impact.

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Table No. 7.20. Effect of Blast Pressure Wave

Over Pressure (Bar) Effects 0.01 Shattering of glass windows. Failure of panels. 0.03 Shattering of asbestos siding. 0.1 Collapse of steel framing panels. 0.3 Shearing of brick walls (8-12 inches). Any of the events studied Explosion is not likely as flammable cloud is not formed.

7.3.16 Risk estimation

7.3.16.1 Individual Risk Individual Risk (Ir) = (1 /N) ∑ Ii X F Where, N = number of persons i = Incident identification number I, = impact of Incident i Fi = frequency of the i incident Manpower Approx. 80 (65 + 15) skilled and unskilled .The proposed activity required 30-50 workers during construction and during operation 80, 7.3.16.2 Threat at assembly point Thermal Radiation Estimates at the AP: Max Thermal Radiation: 0.114 kW/ (sq. m.) Max Concentration: Outdoor: 387 ppm and Indoor: 135 ppm Average individual risk estimated at assembly point is less than 1.25 x 10 -6

Table No. 7.21. Individual Fatality Criteria

Individual Fatality (IR) Individual Fatality Criteria 1 × 10-4 per year This contour remains on-site. 1 × 10-5 per year This contour extends into industrial developments only. 1 × 10-6 per year This contour extends into commercial and industrial developments only.

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Table No. 7.22. Individual Risk Results*

Contour Individual Fatality (IR) Downwind Affect Remarks No. Distance (M) 1. 4.3 × 10-4 per year. <10 This contour remains within the site. 2. 4.4 × 10-5 per year. <10 This contour remains within the site 3. 4.4 × 10-6 per year. 12 This contour remains within the industrial area

7.3.17 Societal Risk

Figure No. 7.7. Marplot: Vulnerable Zone: Acetic acid Pool fire

Table 7.3: Societal risk No. Of Cumulative Sr. No. Release event fatality frequency 1. Acetic acid pool fire 0 1.0 × 10-4 2 Propionic Acid pool fire 0 2.0. × 10-4 3 Furnace oil pool fire 0 3.0 × 10-4 4 Diesel pool fire 0 4.0 × 10-4

7.3.16 Risk Mitigation Measures

To address the residual risk issues risk mitigation measures are suggested which includes preventive as well as protective measures to achieve reasonable acceptable risk level.

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1.0 Accidental Spill Control

1.1 Provide dyke for accidental spill containment for above ground storage tanks with mobile pump arrangement to transfer the accidental spill contained in dyke to emergency spare tank. 1.2 Provide overflow line of the day tank back to the storage tank of the origin in order to avoid any spill hazard. 1.3 Provide arrangement to avoid any organic contaminated water generated during firefighting operation going to storm drain without proper treatment 1.4 Provide acid / alkali proof tile lining flooring at corrosive chemicals handling area.

2.0 Fire Protection

2.1 Provide Fire hydrant system, Portable fire Extinguishers, Personnel Protective Equipment (PPE) especially SCBA sets, Safety Shower & Eye Wash Fountain and safety training. 2.2 Avoid any sources of ignition and fire hydrant at parking area for road tankers of Acetic acid, Propionic acid, and fuels.

3.0 Dust Handling

3.1 Carry out powder safety tests. 3.2 Ensure absence of any flammable organic vapors at fine powder handling Equipment’s such as disintegrator, sifter and packing in this section to eliminate the possibility of formation of Hybrid powder mixture. 3.3 Provide explosion vent at the spray dryer and locate the vent to safe place to avoid any secondary dust explosion. 3.4 Provide electrical to suit the IP class of the powders handled in the area.

4.0 General

4.1 Store chemicals considering the compatibility and reactivity hazards at tank farm. 4.2 Provide effective measures for prevention of static charge accumulation to dangerous level. 4.3 Fugitive emissions over reactors, dusting etc., are to be collected through Hoods & ducts by induced draft, and controlled by scrubber/dust collector. 4.3 Adopt standard engineering practices, System of leak detection and repair (LDAR) program especially for solvents should be developed 4.4 Monitor concentration of air born chemicals within the prescribed limits.

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4.5 Handling alkaline materials at high temperature for long years of service may result in Caustic imbrutement and weaken the MS equipment leading to rupture at week points .especially welding joints .Hence Avoid MS for such service . 4.6 Transport of hazardous materials / waste -Display of class labels, Valid registration to carry the said goods , PPE, First aid box, tool box, safety equipment’s, antidotes as may be necessary to contain an accident , TREM card , MSDS , Training to drivers and Specified predetermined routes.

5.0 Disaster management plan

A practical working document on site disaster control plan to address the residual risk issues is drawn as per the format specified under "The the MSIHC Rules, 1989".

Figure No. 7.8. Disaster Management Plan

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7.4 Conclusion

The potential consequences from the hazardous scenarios identified are determined and the impact zones modeled using ALOHA and PHAST software tools. The primary consequence types are pressure wave, thermal radiations, and toxic gas release. The stable atmospheric stability conditions, ambient temperature of 30oC, wind speed was 1.5 m/s. and humidity (50%), No inversion used for Consequence Analysis.

Consequence analyses is carried out modeling propionic acid evaporating pool, dispersion down wind, and pool fire is considered as worst possible scenarios having potential for serious off site consequence are considered for further quantities risk estimation . Consequence analyses of furnace oil and Diesel storage tanks pool fire are also carried out.

Apart from the maximum credible releases, the conservative approach appears in adoption of atmospheric conditions, used in the dispersion calculation. In general, the assumptions/ conditions will result in the largest damage distances. Hence, it must be remembered that this analysis will be pessimistic & conservative in approach & is only a planning tool. Its use should not be extended without understanding its limitations. Estimation of the event frequency of event is carried by developing Event tree for spill of Acetic acid, Propionic acid & Fuels at storage tank installation. Initiating event frequency as available from the literature is considering while developing the Event tree. The vulnerable zones as obtained during consequence analysis are superimposed on the satellite image of site plan termed as MARPLOT to assess the impact on the site activities and surroundings. The individual risk considering 80 employees engaged in site operations is estimated. The site is located in MIDC industrial Area hence assuming the same population density as that of the site societal risk of fatality is estimated data collected for constructing F-N curve. It should be noted that the risk estimation is for unmitigated risk. A series of risk mitigation measures are of two types 1) to reduce the probability of undesired event and 2) reducing the severity of the consequences.

As a part of risk mitigation measures in order to address the residual risk after providing risk mitigation measures following disaster control plans are prepared. Emergency Preparedness Plan, On Site Disaster Control Plan and Off Site Disaster Control Plan. In essence these plans

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The study reveals that the risk posed by the proposed site activities are at reasonably acceptable level however, it should be noted it depends heavily upon the maintenance of the hardware and practicing of the management procedures; neglect of either will lead to loss of protection and the rating will rise to the higher level .

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Chapter VIII: Project Benefits

Project benefit focused on those points which become beneficial to the surrounding area or community in terms of infrastructural development, social development, boosting employment, and other tangible benefits due to upcoming or proposed activities in form side benefits.

8.1 Proponent approach towards the project

Fine Organic Industries Ltd., proposes to establish a new manufacturing facility for ‘food preservatives’ at Additional Patalganga MIDC, Panvel, Raigad, Maharashtra. Considering the increasing demand in bakery industry especially breads and cake application. Present manufacturing facility of Fine Organic at Dombivali is falling short for catering the increasing demands of domestic needs for these additives and also meets the additional export market needs. Thus company has decided to initiate this proposed project at additional MIDC, Patalganga.

8.2 Project Benefits

The proposed establishment of these products are due to market demand. Nearly 80% of the products are getting exported to different countries which are certainly increasing the foreign exchange. Also many of these products are equal or better in quality to that of certain imported products. This reduces the dependency on importing the products.

8.3 Social Benefits

Project will definitely open an avenue for the young generation of our nation by generating employment. Company will be hiring the local residents nearby project site for employment, as per their competency. This will create employment to these people & thereby will improve their living standard. The proposed project is already located in MIDC area so area development will be as per MIDC, which will improve the living standards of the local people.

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Chapter IX: ENVIRONMENT COST BENEFIT ANALYSIS

This chapter furnishes information about benefits of the proposed project to the environment. Project is intended to achieve the objective of sustainable development.

9.1 Environmental Benefits

 The proposed project will have overall positive impact  The proposed establishment of these products are due to market demand. Nearly 80% of the products are getting exported to different countries which are certainly increasing the foreign exchange. Also many of these products are equal or better in quality to that of certain imported products. This reduces the dependency on importing products.  Factory proposes zero liquid discharge method for waste water treatment. Maximum waste water will be recycled back into the system.  Factory will developed greenbelt around the factory.

 Air pollution will be abate through proper stack height, greenbelt around the factory.

 Water will be recycled in the process, thereby reducing the fresh water demand.

 Various social and environmental program under CER scheme as described in chapter X.

9.2 Conclusion

Environmental benefits of the project comprises, greenbelt development, rainwater harvesting system in the factory premises. Also under CER program, factory proposed different social, and environment program in the area like greenbelt development in the area, closed drainage, filtered drinking water facilities, solar panels for street lightening etc.

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Chapter X: ENVIRONMENT MANAGEMENT PLAN

Environment Management Plan (EMP) is a system to address potential adverse impacts and to instruct project proponent to introduce standards of good practice to be adopted for all project activities. EMP will ensure that the project will be implemented in an environmentally sustainable manner and where all concerned persons of the industry as well as contractors, understand the potential environmental risks arising from the proposed project to implement appropriate actions so that risk can be managed properly. Detail description pertaining to identification of pollution sources, its assessment, and related impact along with mitigation measures are given in Chapter IV

10.1 Introduction

Environmental Management is a resource management and environmental planning similar to development planning. Suitable environmental management measures need to be incorporated during the entire planning, construction and operating stages of the project to minimize any adverse environmental impact and assure sustainable development of the area.

Proposed project is a manufacturing unit for food preservatives and it is well connected all cities nearby. Details of the proposed project are covered in Chapter II whereas; various existing environmental scenarios are presented in Chapter III Deliberations and prediction of environmental impacts and its analysis are made in Chapter IV. Environmental Impact Analysis carried out in Chapter IV indicated that proposed developmental project would have less significant impact on the environmental attributes. On the other hand, it will have beneficial impacts on socio-economic features, and occupational structure provided following measures are undertaken. The EMP is generally:

 Prepared in accordance with rules and requirements of the MoEFCC and the State Pollution Control Board  To ensure that the component of facility are operated in accordance with the design  Process that confirms proper orientation through supervision and monitoring  System that addresses public complaints during construction and operation phase  Plan that ensure remedial measures are implemented immediately.

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The key benefits of the EMP are that, it provides the organization with means of managing its environmental performance thereby allowing it to contribute to improved environment quality. The other benefits include cost control and improved relation to stakeholders.

EMP includes four major elements

 Commitment and Policy: of proposed project will strive to provide and implement the Environmental Management Plan that incorporates all issues related to air, land and water.  Planning: This includes identification of environmental impacts, legal requirements and setting environmental objectives.  Implementation: This comprises of resources available to the developers, accountability of contractors, training of operational staff associated with environmental control facilities and documentation of measures to be taken  Measurement and Evaluation: This includes monitoring, corrective actions, and record keeping.

During study of the environmental attributes it was seen that all the aspects would be considered to promote the better development in case of future aspects of project as well as environmental aspects.

10.2 Environmental management during construction phase

The construction activities of the proposed unit will increase dust concentrations and fugitive emission. The following control measures are recommended to mitigate the probable adverse impacts.

10.2.1 Site preparation

The development of site for erections of plant structure, office building & other allied activities shall require careful management planning as the construction activities shall be located in plain barren land owned by the project proponent. It is necessary to control the dust nuisance that would be created by excavation, leveling and transportation activities so that impacts on the various components of environment would be minimized. Minor

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10.2.2 Noise

Though level of construction activities shall not be very high, still some specific sources of noise like welding, transportation, movement of earth movers, tractors, concrete or asphalt mixing etc. should be carried out in a controlled manner. Neither the plant nor the construction workers should be exposed to excessive noise levels. No idling of machine shall be allowed during construction activities night time construction activities and vehicular movement shall not be allowed. Personal protective equipment like ear muffs or ear plugs, masks etc. will be provided to workers who will be exposed to high noise.

10.2.3 Construction equipment and waste

Transport vehicles as well as transport routes should be properly maintained during whole construction phase to minimize smoke / dust emission from vehicle exhausts and unpaved roads. Composite solid wastes including metal scrape, earthwork, other wastes, getting generated in construction process should be disposed of in safe manner. Certain hazardous waste materials, though the requirement of such materials shall be small, should be stored safely and be disposed of properly.

10.2.4 Site security

To ensure that the local inhabitants are not exposed to these hazards, the site shall be secured by fencing and manned entry points. It will be fully illuminated during nighttime

Necessary care will be taken as per the safety norms for the storage of the chemical products

Contractor will supervise the safe working of their employees.

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 Barricades and fences will be provided around the construction area personnel protective equipment’s e.g. safety helmet, goggles, gumshoes, etc. will be provided to the workers.  Accidental spill of oils from construction equipment and storage sites will be prevented.  Tree plantation will be undertaken during the construction phase to prevent air pollution.  Provision of mobile toilet facilities during construction period

10.3 Environment Management Plan for Operation Phase

Factory proposes comprehensive environment management plan to combat pollution arising from the project activities. Detailed EMP is described below for various environmental parameters.

10.3.1 Air Pollution Management

 Baseline ambient air quality monitoring has been carried out during the month of March

2018 to May 2018. It is observed that the concentrations of PM10, PM2.5, SO2, NOx and VOC’s are well within the prescribed limits as per the National Ambient Air Quality Standards. The major sources of air emissions from the proposed projects include non- point and point source emissions.  The major sources of air pollution from the proposed projects will be from flue gas emission, process emission and vehicular emissions. There will not be any air emission anticipated from the process.  Emission other sources are particulate matter, sulphur-di-oxide and nitrogen oxide etc., from DG and stack.  Thermopac with adequate 39.5 m stack height.  Total particulate matter from stack will be <100 mg/NM3  All the conveyors/vehicles conveying raw material within or outside the plant premises shall be covered from all sides to prevent blowing of particles due to wind.

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 To control the vehicular pollution, control measures will be implemented such as periodical check of Vehicle for its fitness and PUC certificates. Observance of periodical maintenance schedule and its proper implementation. Table No. 10.1. Utility emission

Stack Height Diameter Fuel Air Pollution Emission (meter) (meter) Control Device concentration Three 39.5 0.375 m Furnace oil Stack height PM-< 100 mg/ Nm3 Thermopac of 354 kg /hr SO2- 31.8 kg/hr 15 lac kcal/hr

Table No. 10.2. Fugitive emissions

Sr. Process Emissions Mitigation No. 1. Loading -unloading Particulate matter  Dust collectors/ Water sprinkling section whenever required. Close conveyer wherever possible.  Training to workers of proper handling of material.  Good housekeeping. 2. Storage of Odor, volatile  Ventilation chemicals, emissions, gaseous  Training to workers of proper handling of product, fuel and emissions material raw material  Good housekeeping 3. Vehicular Particulate matter,  Vehicles with valid PUC Certificate. emissions SO2, NOx  Dust suppression on haul roads

10.3.2 Noise Pollution Management

Various components of industrial operations cause some amount of noise, which shall be controlled by proper maintenance and compact technology.

 Closed room shall be provided for all the utilities so as to attenuate the noise pollution.  Acoustic enclosure shall be provided to D.G sets.  The insulation will be provided to reduce noise.  Layouts of equipment foundations and structures will be designed keeping in view the requirement of noise abatement;

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 Central control room(s) provided for operation and supervision of plant and equipment will be air-conditioned, glass fiber insulated frames which will help in reducing noise levels. Necessary enclosures will also be provided on the working platforms/areas to reduce the noise levels ;  Acoustic laggings and silencers will be provided in equipment wherever necessary. The compressed air station will be provided with suction side silencers. Ventilation fans will be installed in enclosed premises.  The noise level will not exceed the permissible limit 75 dB (A) during the day time 70 dB (A) night time within the plant premises. Green belt around the plant area will reduce the noise level further.  Occupational Health & Safety (OHSAS) System for evaluation of exposure of noise pollution on the associated staff and comparing it with permissible exposure and subsequently taking corrective actions will be developed.  Free flow of traffic movement shall be maintained. Earmuffs shall be used while running equipment’s of the plant.  Proper maintenance, oiling and greasing of machines at regular intervals shall be done to reduce generation of noise.  Regular monitoring of noise level shall be carried out.  Greenbelt shall be developed around the periphery of the plant to reduce noise levels.

10.3.3 Water and Waste Water Management

 Required water source will be Additional Patalganga. Necessary permission for water extraction is available with the factory.  Waste water generation from process, domestic, laboratory etc. will be treated in ETP of Capacity CCC  Details are mentioned below:

Primary treatment

Raw effluent will be received in Bar Screen Chamber where coarse screen and it will be placed to prevent inorganic coarse solids and debris from entering the tank and prevent clogging of pipes

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Secondary treatment

Bio Reactor tank will be provided with suspended biological mass. The mixing and Oxygen transfer in the reactor will be provided by fine bubble diffused aeration system. The MLSS from the Bio Reactor overflows to the hopper bottom settling tank. Here the bio-solids settles down and gets separated from the sewage. The settled biomass will be recycled back to the bio reactor for maintaining the MLVSS concentration. Excess biomass shall be taken to Sludge handling unit. The clear supernatant of the Settling tank shall overflow to an intermediate tank.

Tertiary treatment

This biologically treated effluent from intermediate tank shall be pumped through a pressure sand filter (PSF) for removing any fine solids escaping the secondary settling tank & then through Activated Carbon filter for removal of odor & color. An inline dose of NaOCl shall be given for disinfection. The final treated water shall be collected in the final treated water tank. Treated water from the final tank will be pumped to evaporation system

Sludge Dewatering Unit

The excess sludge from primary & secondary settling tank will be taken to Sludge Dewatering Unit (SDU). The solid and dried cake from SDU shall be taken for disposal and dewatered liquid shall be pumped back to collection cum equalization tank.

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10.3.4 Solid hazardous waste management

 The hazardous waste generated shall be ETP sludge and filter material from the process will be send to CHWTSDF.  All solid waste and hazardous waste shall be properly collected, stored, and disposed.  Paved areas at the boundary shall be developed with permeable paving & impermeable surfaces to direct all runoff towards storm water collection pits. Storm water shall be collected in proposed rain water harvesting pits & shall recharge the ground water.

Table No. 10.3. Solid waste generation and disposal

Sr. No. Waste Quantity Treatment and Disposal 1. Sludge 25-50 kg /m Send to CHWTSDF 2. Filter material from the 80-85 MT/m process/ filter sludge

10.3.5 Greenbelt Development

Development of greenbelt in and around the industrial complex is an effective way to attenuate air pollution. The degree of pollution attenuation depends upon height, width, foliage, surface area of leaf and density of planted trees. Greenbelt will be developed as per CPCB guidelines. Taking into consideration ecological perspectives and availability of space and other aspects greenbelt development has been planned for the proposed project. This will help in increasing the aesthetic effect of the environment. Greenbelt will be developed along most of the periphery of the project area as well as along roads for avenue plantation. Area under plantation will be 1491 sq. m. (33 % of the open available plot area). The following characteristics have been taken into consideration while selecting plant species for green belt development and tree plantation.

 Fast growing  Thick canopy cover  Perennial and ever green  Large leaf area

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 Preferably Indigenous  Resistant to pollutants and should maintain ecological balance for soil and geo- hydrological conditions of the region.  Abundance of surfaces on bark and foliage through roughness of bark, epidermal outgrowth on petioles, abundance of auxiliary hairs, hairs or scales on laminar surfaces and protected stomata (by wax, arches, rings, hairs, etc.)

Since, the greenbelt development will be done as per the requirement i.e. type of activity performed at a particular area/ block/ plot, thus the tree spacing will vary from plot to plot. Therefore, approx. 320 plants (including trees and shrubs) are proposed for the greenbelt development. The general guidelines for development of greenbelt will be as follows:

 Trees growing up to 5 m or more will be planted along the plant premises and along the road sides  Planting of trees will be undertaken in rows.  Open areas inside the plant boundary will be covered with grass.  The spacing between the trees will be maintained slightly less than the normal spaces, so that the trees will grow vertically and slightly increase the effective height of the green belt.  Since the trunks of the tall trees are generally devoid of foliage, it will be useful to have shrubs in front of the trees so as to give coverage to this portion.  Shrubs and trees will be planted in encircling rows around the project site.  The small trees (<10 m height) will be planted in the first two rows (towards plant side) of the green belt. The tall trees (>10 m height) will be planted in the outer three rows (away from plant side).  Trees should be planted along road sides, to arrest auto-exhaust and noise pollution. Table No. 10.4. Planned Schedule for greenbelt development

Trees Planned Tree Size/type Location Providing interspacing scheduled density per 100 m2 3 x 3m Two year 25 Shrubs, Near storage - Plan to develop plan small and tanks, process well designed medium area greenbelt as per trees CPCB guidelines

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Trees Planned Tree Size/type Location Providing interspacing scheduled density per 100 m2 5 x 5m 09 Medium to Boundary of plot - Irrigation facility large size area, periphery for greenbelt trees of the factory - Monitoring 20-25m 04-05 Large size Road side large survival rate trees size trees - Providing fertilizers

Table No. 10.5. List of Plant Species for Plantations

No. of trees to Sr. No. Species Name Local Name Habit be planted 1. Terminalia arjuna Arjuna Tree 10 2. Saraca asoca (Roxb.) Willd. Ashok Tree 5 3. Aegle marmelos (L.) Corr. Bel Tree 5 4. Erythrina indica Indian Coral Tree Tree 6 5. Azadirachta indica Linn. Neem Tree 10 6. Schleichera oleosa Kusumb Tree 5 7. Madhuca indica Moha Kat-illipi Tree 10 8. Butea monosperma L. Palas Tree 10 9. Pongamia pinnata (L.) Pierre Karanj Tree 10 10. Dalbergia latifolia Roxb. Sisoo Tree 10 11. Michelia champaca Champak Tree 10 12. Tamarindus indica L. Chinch Tree 10 13. Ravenala madagascariensis Travellers palm Tree 10 14. Couroupita guianensis Kailashpati Tree 10 15. Terminalia catappa L. Badam Tree 10 16. Syzygium cumini (L.) Skeels Jambhul Tree 10 17. Alstonia scholaris (L.) R.Br. Saptaparni Tree 10 18. Plumeria alba L. Chapha Tree 10 19. Tectona grandis L.f. Sag Tree 10 20. Ficus benghalensis L. Wad Tree 10 21. Ficus religiosa L. Pimpal Tree 10 22. Ficus racemosa L. Umbar Tree 10 23. Caryota urens L. Fish Tail Palm Tree 10 24. Nyctanthus arbor-tristis L. Parijatak Tree 10 25. Bombax ceiba Linn. Katesawar Tree 10 List of Some Hedge Plants 26. Justicia adhatoda L. Adulsa Shrub - 27. Nerium indicum Mill. Kanher Shrub -

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No. of trees to Sr. No. Species Name Local Name Habit be planted 28. Tecoma stans (L.) H.B.& K. Tabobia/Phutani Shrub - 29. Ocimum americanum L. Ran Tulas Herb - 30. Hibiscus indicus Burm. F. Hochr Jasvand Shrub - Total ~320 10.3.6 Rainwater Harvesting Plan

The Rain Water Harvesting (RHW) program can helps in many ways starting from conservation of natural resources to prevention of soil erosion. Rainwater is very helpful to industry in terms of saving of economy of water consumption. The rainwater collection by roof top harvesting has been preferred at present for the proposed project. Proponent has planned to conduct a detailed study after inception of proposed project for assessment feasibility, suitability of available techniques for implementation of rainwater harvesting program. Proponent has decided to conduct rainwater harvesting. The collected rain water will be used for groundwater recharging. The probable available catchment areas worked out to be approximately 12000 m2. The calculated harvesting potential details are provided in Table 10.6.

Storm Water Drainage Line: Channels will be installed wherever required to collect and transport rain water to the storage tank. Drainage will be semi-circular and will be made using Galvanized Iron sheet folded to required shapes. Drainages will be fixed using Iron Brackets.

Conduits: Pipes will be used to carry rain water from catchment to the recharge pit, passing through filter. A valve will be put at the end of wall for first flushing.

Filter: Sand Filter will be used to remove suspended pollutants from the rainwater.

Recharge: After filtration, water will be recharged using percolation pit, filled with pebbles or brick and river sand and covered with perforated concrete slabs. Depth of recharge pit will be designed according to ground water table of the area.

10 The quantum of water that could be harvested in the study area is calculated using the formula,

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Harvesting potential = Catchment Area (m2) * Runoff Coefficient * Annual Rainfall (mm)

RWH Quantification

Runoff coefficient for calculating flow for rainwater design based on Central Pollution Control Board Ministry of Environment & Forests data. Average rainfall of Panvel District from last 10 years is 3016.90mm

(Source. cgwb.gov.in/District_Profile/Maharashtra/Raigarhf and www.agri.mah.nic.in).

Table No. 10.6. Incremental Run off due to project development

Particulars Total Avg. rainfall 3.0169 m Catchment area (m2) Rooftop area 2754 6724 m2 Landscape area(soft cape) 2500 Open area 1470 Run off co-efficient Rooftop area 0.95 Landscape area(soft cape) 0.6 Open area 0.8 Harvesting potential (m3) Rooftop area 7893.11547 15966.34 Road area 4525.35 m3/year Open area 3547.8744

Recommendations: Owing to the nature of aquifer rock, i.e. moderately weathered, fractured/jointed at most of the places, it is having moderate potential for recharge of aquifers.

1. Based on the survey and sec. information area shallow recharge structures such as recharge bores of limited depth around 2-5 m are suitable for the area.

2. Recharge pit around the dug well is recommended on site.

3. A recharge pit of 1.0 m x 1.0 m x 1.5 m depth should be constructed around the with filter media.

Surrounding recharge pits and filter media as provided in the design can be sufficient to recharge the aquifer area available on site in a scenario of reasonable distributed rainfall in the season.

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The surface run off is not directly led into the recharge bore, to avoid chances of contamination of groundwater. Instead rainwater is collected in a recharge pit which will be 1.0 m x 1.0 m x 1.5 m depth. After the excavation the pits are filled with pebbles, boulders as well as coarse sand which act as filter. The size of the filter material is generally taken as:

 Coarse sand – 1.5 to 2 mm  Gravels – 5 to 10 mm  Boulders- 5 to 20 cm

The filter material should be filled in graded manner. Boulders at the bottom, gravels in the middle and coarse sand at the top. Inside this tube well a perforated casing should be inserted up to the depth where the upper loose strata give way to the hard strata. The annular space between the tube well and the slotted casing should be filled with gravel.

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Figure No. 7.9. Rainwater harvesting and storm water drainage plan

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10.3.7 Occupational Health and Safety (OHS)

All precautionary methods will be adopted by the company to reduce the risk of exposure of employees to occupational safety and health hazards. Pre & post medical check-ups will be done of all the employees. Employees will be regularly examined and the medical records will be maintained for each employee. Pulmonary function test and periodical medical checkup shall be done once in every year. The following tests shall be conducted for each worker.

 Lung Function Test  Radiology – X-ray  Pulmonary Function Test  Audiometric Test  General clinical examination with emphasis on respiratory system  Pre-employment examinations  Periodical medical examinations at the time of employment and after completion of employment

Following control measures will be taken for the employees and workers engaged in work:

 Personal protective equipment’s will be provided to all concern staffs and workers.  All safety signs will be placed at proper location  First aid kits will be made available at every department  Medical checkup at regular intervals for monitoring of health status of all workers  Work permit system will be introduced to avoid un-authorized person‘s entry  Fire hydrant system, fire extinguishers will be provided at specific locations  All staff and workers will be trained to fight the emergency situation  Good housekeeping also plays important role in avoiding the undesirable incidences. Therefore, good housekeeping practices will be employed.

Facilities such as provision of good quality water, sanitation and clean room for eating and resting shall be provided. It is evident from the project details that the risk or accidental spillage of chemicals may cause ill effects on the health of employees involved. In view of the effect on the health of workers from various activities and exposure during the work,

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10.3.8 Socioeconomic Development

Proponent is planning to implement the CER activities for the nearby areas like infrastructure facility development, to make the provision of health and sanitation facilities considering the local people requirement and in consultation with district collector whenever needed. The company is planning to spend Rs. 1 Cr. which is about 2.0% of project cost (52.96 cr.) within a period of 3 years. The time bound action plan for implementation of CSR activities is given in Table 10.7

Proposed CER activities:

 Construction roads in the locality  Skill development programs  Close drainages in villages  Implementation of different schemes for women empowerment in the study area  Lighting by CFL bulb / solar street lamps.  Free health camp  Greenbelt development Table No. 10.7. CER Activity Action Plan

2019-20 2020-21 2021-22 Total CER activity (Lacs) (Lacs) (Lacs) (Lacs) Lighting by CFL bulb/ Solar panels 5 5 3 13 Free health camp 7 6 5 18 Providing Water filters 5 3 2 10 Construction roads in the locality 8 5 3 16 Skill development programs 3 3 3 9 Close drainages in villages 5 5 3 13 women empowerment scheme in the 3 3 3 9 area Drinking water facilities/storage tanks 5 5 2 12 Total 41 35 24 100

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10.4 Environment Management Cell (EMC)

Environmental Management Cell will be established, which will be supervised and controlled by an independent Plant Manager supported by a team of technically qualified personnel apart from other operating staff.

It will be the responsibility of this Cell to supervise the monitoring of environmental attributes viz. ambient air quality, water and effluent quality, noise level etc either departmentally or by appointing external agencies wherever necessary. In case the monitored results of environmental contaminants are found to exceed the standard limits, the Environmental Management Cell will suggest remedial measures and get them implemented.

Structure of EMC is given in below table

Director

General Manager

Process Manager

Sr. Manager Environment health & safety officer

Safety Officer

Figure No. 7.10. Environment Monitoring Cell

Table No. 10.8. Environment Monitoring Cell and its responsibilities

Sr.No. Members Number Responsibility 1. Director One Overall implementation of environment management in the factory. 2. General One Supervision of overall implementation of environment Manger management in the factory. 3. Process One Implementation of mitigation measures considering manager all environment components.

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4. Sr. Manager One Implementation of mitigation measures considering Environment all environment components, Health and safety of the health & workers. Technical advisory for all legal issues of safety officer environment as well as implementation of Environment Management in the Factory. Arranging the training programs for staff. Monitoring of efficiency of pollution control equipment’s, Water and energy conservation measures, Maintenance, supervision on housekeeping, ETP, Supervision and record keeping of compliance of all regulatory authorities. 5. Safety One Monitor the work environment, health and safety of Officer the workers. Implementation of occupational health and safety policies, program, procedures. Undertaking the Awareness activities.

Responsibilities of Environmental Management Cell

The EMC has the responsibility to supervise all the activities in the plant to ensure that those are being carried out as per the standard operating procedure to avoid any type harm to the environment. The EMC also undertake periodical monitoring or survey of various environmental parameters including monitoring and analysis of effluent, air, water and noise to ensure that these parameters are maintained within the prescribed limits. If any deviation observed, they will inform to initiate corrective action by the concern department or they will do themselves if required.

They also undertake the physical survey of the green belt to ensure required growth and survival rate of the plant. They will also inform the concern department for corrective action if any to have proper growth of the plants.

Environmental monitoring: EMC will ensure that pollution is well below the prescribed limits or there is no much difference between the present concentrations and baseline data. If wide difference is observed then they will need to initiate required corrective action either by optimizing the treatment process or by providing equipment or improving the performance of existing pollution controls equipment. In case the results indicate parameters exceeding the prescribed limits, remedial actions will be taken through the concerned plant people. The

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Legal and statutory compliance: EMC will also supervise the work of other department pertaining to the activities of preparation of environment statement report, environment audit, Water Cess return and consent application as per the requirement under various Rules and regulations. They will also guide the HODs of individual department to fulfill the statutory requirements under various acts and applicable rules. Following Rules shall be applicable to the facility:

 The Water (Prevention and Control of Pollution) Act, 1974  The Air (Prevention and Control of Pollution) Act, 1981  Hazardous and Other Waste (Handling and Trans-boundary Movement) Rules, 2016  The Environment Protection Act, 1986  Explosive Act 1884 & the Explosive Rules, 2008  E-Waste (Management) Rules, 2016

Documentation: The cell will also be responsible for maintaining the records of data, documents and information in line with the legislative requirement and will regularly furnish the same to the concern statutory authorities.

10.5 Post Clearance Monitoring Protocol

After grant of environmental clearance by the MoEFCC, half yearly compliance reports will be submitted in hard and soft copies to the concerned regional MoEFCC office on 1st June and 1st December of each calendar year with respect to EC conditions. All such compliance reports submitted will be the public documents. Copies of the same will be made available to the stakeholder upon the request. Existing factory has submitted all compliance to the regional MoEFCC office.

10.6 Environment Management Plan Implementation schedule

Four components are essential for effective implementation of EMP:

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 Training & Development  Communication  Review & Revision  Evaluation

Training & Development

General environmental awareness shall be provided for all members of staff, with specific information and/ or training given to those responsible for environmental management tasks. Communication

Company shall regularly keep practice of communication with employees and outsiders in action. All communication done with employees and those outside of the company, such as farmers, industries or business house, should be documented.

Revision & Review

Management shall review and update the EMP regularly to ensure it reflects the current situation in the company. An annual review is required as a minimum. After review, management shall make the necessary changes as required and update them into the EMP. Any changes shall be properly updated in all relevant section or part of the EMP.

Evaluation

Evaluating (checking) the environmental performance, discovering problems and correcting them. Monitoring and Evaluation (M&E) of EMP provides useful feedback to the management on their own actions. So that management can evaluate the cause of any problem, check on compliance, find the lacunae in performance and become more efficient and recognize success and achievements.

Implementation of Pollution control equipment’s

Pollution control equipment’s will be installed during commissioning of the project.

General plan for EMP implementation is given below.

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Table No. 10.9. EMP implementation phases during Construction

Sr. Activity Responsibility Implementation Record No. 1. Water Site engineer Immediate during Water consumption records Pollution /supervisor construction work Supervision of Hygiene Control and safety facilities, sewage disposal, PUC devices officer certificate

2. Air Pollution Site engineer Immediate during Monitoring record Control /supervisor construction work Records of occupation health devices And safety checkup officer 3. Noise Site engineer Immediate during Vehicular check record pollution /supervisor construction work and safety officer 4. Solid waste Site engineer Immediate during Records of construction waste Management /supervisor construction work generation & disposal and safety officer 5. Greenbelt Site engineer Gradually during Record of planting, mainly development /supervisor construction and around the factory supervision and safety commissioning on irrigation facility and officer survival rate 6. Occupational Site engineer During Record and Supervision of Health and /supervisor construction work Personal protective Safety and safety equipment’s provided officer Record of all safety signs Record of First aid kits Record of medical check up Supervision and record of good house keeping

Table No. 10.10. EMP implementation phases during Operation

Sr. Activity Responsibility Implementation Record No. 1. Water Sr. Manager Immediate Record of ETP performance, Pollution Environment implementation inlet, and outlet Control health & safety Installation of characteristics. Record of devices officer, Safety ETP during third party laboratory officer construction analysis report analysis. Regular inspection record, control & necessary

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Sr. Activity Responsibility Implementation Record No. maintenance for reduction of evaporation loss and blow down from cooling system, Optimization of COC in cooling system 2. Air Pollution Sr. Manager Immediate Ambient and stack Control Environment during Monitoring record devices health & safety construction Maintains record for storage officer, Safety work of raw material and products officer 3. Noise Sr. Manager Immediate Record of noise monitoring. pollution Environment during Operation Supervision record for health & safety Acoustic enclosure to DG, officer, Safety insulation wherever needed, officer acoustic laggings and silencers 4. Solid waste Sr. Manager Immediate Records of generation of Managemen Environment during operation solid waste. Supervision t health & safety record of storage and officer, Safety disposal to TSDF. officer Record of TSDF facility membership and transport of Hazardous material. Record of housekeeping. 5. Greenbelt Sr. Manager Gradually during Record of planting/number developmen Environment Operation of plants planted and to be t health & safety plant, supervision on officer, Safety irrigation facility and survival officer rate ensuring healthy and dense greenbelt. 6. Rainwater Sr. Manager Gradually during Record of rainwater harvesting Environment construction and harvesting plan in the and storm health & safety operation factory, No. of recharge pit water officer, Safety provided and location of the drainage officer same. Record of supervision and maintenance. 7. Occupationa Sr. Manager During Operation Record and Supervision of l Health and Environment Personal protective Safety health & safety equipment’s provided officer, Safety Record of all safety signs officer Record of First aid kits Record of medical check up

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Sr. Activity Responsibility Implementation Record No. Supervision and record of good house keeping Record ad supervision of firefighting equipment’s provided and its regular check/ 8. CER Sr. Manager During Operation Maintain separate record of Environment CER activity carried out year health & safety wise and amount spent on officer, Safety that. officer 9. Resource Sr. Manager During Operation Reuse of process water, saving, Environment recycling of ETP treated Recycle/ health & safety water, recycling of used oil, Recovery officer, Safety use of power saving officer equipment’s, natural ventilation designs in construction phase, use of thermal insulations wherever heat transfer is anticipated, CFL lighting, photosensitive switches, rainwater harvesting

10.7 Environment Management Cost

The costs involved in environmental monitoring and management to mitigate the adverse effects will be put on account for the proposed project. The approximate cost for the EMP will be Rs. 97 Lakhs. Bifurcation of the EMP cost is given in Table 10.11.

Table No. 10.11. EMP Cost Bifurcation

Sr. No. Description Capital Cost Recurring Cost per (Lakhs) annum (Lakhs) 1. Air Pollution Control 40 5 2. Water Pollution Control 30 2 3. Environment monitoring and - 2.5 Management 4. Rain Water harvesting 10 3 5. Occupational health 4 4 6. Green belt 10 3

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7. Solid waste management 3 36 Total 97 55.5

10.8 Conclusion

Major potential environmental impacts from proposed project will be from solid waste generation, wastewater generation, and flue gas emission. However, an effective environment management plan and its implementation reduces level of significant impact on the environment. Factory will implement effective occupational health and safety measures.

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Chapter XI: SUMMARY AND CONCLUSION

This chapter executes summary of whole EIA study report which includes project description in brief, environmental setting in 10 km radius, impact identification and mitigation measures, and environmental management plan.

11.1 Salient Features of the Project

Considering the market demand in bakery industry and catering short fall of present facility at Dombivali. Fine Organic Industries Ltd., proposes to establish a new manufacturing facility for ‘ Food preservatives ’ at Additional Patalganga MIDC, Panvel, Raigad, Maharashtra. Breif description of the project, its size, and magnitude is given below.

11.2 Project description

11.2.1: Size and magnitude of the operation

Table No. 11.1. Project description in brief

Sr No Particulars Details 1. Products Calcium Acetate, Calcium Propionate & Sodium Propionate 2. Location Plot no E-73, Additional Patalganga MIDC, DistRaigad, Maharashtra, India. 3. Product Capacity Proposed manufacturing unit for production of food preservatives (Calcium Propionate/ Calcium Acetate / Sodium Propionate) (1) Spray drying method – 10,000 MTPA (2) Mixing method – 15,000 MTPA Total production – 25,000 MTPA 4. Total plot area 12,000 sq. m. 5. Total built up area 10887.28 sq. m. 6. Raw material Raw Material Unit Quantity Propionic acid MTA 20,000 Acetic acid KLA 150 Hydrated Lime / Lime MTA 9900 Sodium hydroxide MTA 500 7. Water Total fresh water requirement shall be approximately 220 CMD. It will be source from MIDC. 8. Power Total power requirement is 2000 KVA. It will be sourced from MSEDCL. 9. Thermopac 2 + 1 = 3 (15 lack cal/hr) 10. DG set 2 DG sets of total 1000 KVA (each) capacity are proposed to be installed at this site.

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Sr No Particulars Details 11. Fuel Furnace oil 354 kg /hr 12. Manpower Approx. 80 (65 + 15)skilled and unskilled 13. Waste water Total effluent generation approx. 5.01 CMD and it will be treated quantity in 5 CMD ETP cum STP. (estimate) 14. Air emissions The air emissions will be from Thermic fluid heater and DG set. DG sets shall act as stand by source of electricity for the site. Adequate 39.5 m stack height as per statutory norms will be provided to all the utilities. 15. Project cost Approx. 52.96 Cr. 16. EMP cost Rs. 75.0 lakhs

11.2.2 Environment setting pertaining to site

Particular Description

Geographical Latitude and 18°52'30.22"N and 73°09'48.79"E, MSL 10m Coordinates Toposheet number 47F/1 and 47 F/5 Nearest road Savroli – Kharpada road adjacent Mumbai –Pune express way 5 km Nearest railway Railway station: Rasyani at 2.4 km, Apta at 1.72 km station Panvel Railway station 13.46 km

Nearest airport Chhatrapati Shivaji international airport 39.5 lm Nearest town Rasyani at 2 km, Panvel at 13.51 km Nearest habitation Kharade Village 0.30 km Surface water body Patalganga River 0.6 km Protected area Karnala Bird Wild Life Sanctuary 2.0 km in west

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11.2.3 Manufacturing Process

Propionic Acid / Acetic Acid

Water + Hydrated lime / Caustic Soda

Recovered product Filter Calcium propionate (CP) / sodium washings propionate (SP) / calcium acetate (CA) recycled back recycled to next batch solution

Filter Press

Clear Semi-Liquid Calcium Propionate/ Sodium Propionate / Calcium Acetate

Water Loss as steam Spray dryer

Scrubber Calcium Propionate (CP) / Sodium Propionate (SP) / Calcium Acetate (CA) Powder Condenser

Packing

Figure No. 11.1. Manufacturing flow chart of Calcium Propionate/ Calcium Acetate / Sodium Propionate by spray drying method

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Figure No. 11.2. Manufacturing flow chart of Calcium Propionate/ Calcium Acetate / Sodium Propionate by mixing method

11.3 Description of Environment

The baseline studies required for EIA report has been conducted as per the ToR granted by letter no. No.IA-J-11011/47/2018-IA-II(I)dated 22ndMar 2018.Detail baseline study was undertaken during the month of 1st March to 31st May 2018. Baseline data monitoring and its observation along with interpretation is given below,

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Table No. 11.2. Frequency of primary data collection and its results

Environmental Frequency of Parameters Observed Results Attributes monitoring (Oct 2016- Dec 2016) Meteorology Microprocessor Wind speed, based Weather Wind direction East & North East Monitoring Station Max. Temp. 31.16 °C Continuous hourly Mini. Temp. 15.13 °C recording Relative Humidity 40.30% Precipitation - Ambient Air 9 Locations PM10 Within NAAQ limit Quality 24 hourly samples PM2.5 - Twice a week for 3 SO2 months NOx (in µg/m3)

Water Quality Once in season at 16 Colour All parameters are (Ground & locations pH within limit except Surface) (Physical, chemical TDS MPN count and E-Coli and biological COD in surface water as parameters) E-Coli well as ground water. Soil Quality Once in season at 11 Soil type and Dark brown to black, locations texture, Physico- clay loam, soil is chemical medium in fertility, properties, NPK good water holding capacity, heavy metal contamination signs not seen. Noise Quality Once in season at 9 Average Day Within CPCB limit Locations (Noise Average Night levels in dB(A)) Land use Pattern One time visit of the Identification & Most of the land is study area for ground classification of Agricultural land truthing land use followed by Barren land Geology and Primary observation Geology and Basaltic lava flows, the hydrogeology during visit and sec. hydrogeology of ground water in data the study area deccan trap basalt occurs mostly in the upper weathered and fractured parts down to 20-25 m depth, alluvium occurs in small areas.

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Ecology General in 10 km Flora Alstonia scholaris, radial study area and Cassia tora, Senna data collected siamea etc. around the project Fauna Common mormon, site through field Lemon pansy, green visits. bee-eater, drongo etc. Socioeconomic Primary and sec data Socio-economic Sanitation facilities are Data in 10 km radial study characteristics of unsatisfactory, Power area and data the affected area supply facility is collected around the available in almost project site through villages and town, field visits Drinking water sources is mostly from PWD water supply, Medical facilities in terms of primary health center and primary health sub centers in the rural areas are good. 11.4 Anticipated Environment Impact

Air Environment Probable increase in concentration of air pollutants due to process, fugitive and utility emissions. < 100mg/Nm3 TPM emission, SO2 < 35 µg/m3 Water Environment Generation of industrial & domestic wastewater. Total effluent generation will be recirculated back in process, remaining 5 CMD will be treated in ETP Land Environment Impacts on land due to improper disposal of hazardous/ solid waste. Ecological Environment Positive as greenbelt of appropriate width will be developed and maintained by the company in the area. No impacts are envisaged on aquatic flora & fauna as there will be zero effluent discharge outside the plant premises. Social Environment Overall development of the area in respect of the infrastructure development, educational growth etc. Economic Environment Positive impacts on economy of the region and the country. Noise Environment Minor increase in noise level within the project area. Occupational Health & Major health hazards are identified in worst case scenario. Safety

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11.5 Alternative analysis

The proposed project site is located in the MIDC area. Technology selection has been done on the basis of efficient utilization of raw material, water, electricity, fuel, and considering the recycle and reuse of wastes generated from industry.

11.6 Environmental monitoring

Detail Environmental monitoring has been described in chapter VI. Proposed project shall monitor for environmental aspects like ambient air, waste water, solid hazardous waste, ecology, occupational health, and safety during construction and operation. Besides monitoring, the compliances to all environmental clearance conditions and regular permits from SPCB/MoEFCC shall be monitored and reported periodically.

11.7 Additional studies

Additional studies have been included in chapter VII are as below,

 Risk Assessment in which risks arising from – Storage and Handling raw material and product. – Operation of DG sets, production, Boiler, Storage and Handling of hazardous chemicals  Disaster Management Plan  Occupational Health and Safety Management System

11.8 Project and Environmental Cost Benefits

Proposed Project has a demand in bakery industries especially breads and cake application. Other Unit of Fine Organic Industries at Dombivali is falling short for catering the increasing demands of domestic needs for these additives and also meets the additional export market needs. Thus company has decided to initiate this proposed project at additional MIDC, Patalganga. Nearly 80% of the products will be getting exported to different countries which are certainly increasing the foreign exchange. Also many of our products are equal or better in quality to that of certain imported products. This reduces the dependency as well as money

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Factory proposes zero liquid discharge method for waste water treatment. Maximum waste water will be recycled back into the system. Factory will be reuse of process water, recycling of ETP treated water, recycling of used oil, use of power saving equipment’s, natural ventilation designs in construction phase, use of thermal insulations wherever heat transfer is anticipated, CFL lighting, photosensitive switches, rainwater harvesting.

11.9 Environmental Management Plan (EMP):

Major direct potential impact management is briefed in below table.

Sr. Activity Impact Mitigation measures Implementation Responsib No. ility 1. Site  Loss of fertile  Excavated soil will be Immediate Site preparation soil used for greenbelt during engineer /  Loss of development. construction /supervis Excavation/ vegetation  There will be minor work or and foundation  Temporary vegetation clearance safety impacts and earth excavation officer because of air required. However, contamination no major impact is due to dusting anticipated. & emissions  Personal protective from (PPs) equipment like machineries. masks, ear muffs will Health effects be provided to like allergic worker. sickness,  All construction breathing machineries/equipme problems etc., nt’s and vehicles will due to dust be turned off, when emission. not in use.  Noise generation due to excavation machineries created hearing problems 2. Transportati  Air emissions  During the Immediate  Site on of created transportation of during engineer constructio occupational dusty materials, /supervi

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Sr. Activity Impact Mitigation measures Implementation Responsib No. ility n material, health hazards loaded trucks will be construction sor and equipment like allergic covered to avoid PM work safety and sickness, dispersion level in air. officer machineries breathing  Regular spraying of problems etc. water for dust  Noise suppression. generation  Electrically operated machineries shall be preferred 3. Handling of  Health effect Personal protective Immediate Site raw on labor due to (PPs) equipment like during engineer material dust emission masks, ear muffs will be construction /superviso /loading while handling provided to worker. work r and and of safety unloading construction officer of material material.  Occupational health issues due to frequent exposure of dust, chemicals etc. 4. Civil work  Disposal of  Construction waste Immediate Site construction dispose will be done during engineer waste on land safely in accordance construction /superviso changes the with statutory work r and soil physical norms. safety and chemical  Personal protective officer properties. (PPs) equipment like  During masks, ear muffs will construction, be provided to occupational worker to avoid the health hazards heath effect. due to frequent exposure of dust. Labor may suffer from respiratory and allergic disease.  Air pollution due to emission of dust.

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Sr. Activity Impact Mitigation measures Implementation Responsib No. ility  Noise pollution due to machineries and equipment. Frequent exposure of high decibel noise causes hearing problems in construction labors. 5. Domestic  Sewage  Septic tank /soak Immediate Site activities generation pits will be during engineer causes water provided/ construction /supervis pollution, if temporary toilets work or and water is safety dumped in officer the water body or soil pollution if it disposed on the soil.  Soil pollution occurs if solid waste disposed on the soil. Operation Phase 1. Manufacturi Resources  Rain water harvesting Gradually during Sr. ng process consumption will be implemented construction Manager surface water  Air pollution control and Environme extraction through stack height commissioning nt health Air emissions & safety Boiler stack officer, releases air Safety officer Waste water  Waste water will be Immediate Sr. from cooling, treated in 5 CMD ETP implementation Manager process and  Treated water will be Installation of Environme domestic recycled back into ETP during nt health Noise the process. construction & safety generation  Noise will be concise officer, Noise due to in the working area Safety Thermopack only. officer

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Sr. Activity Impact Mitigation measures Implementation Responsib No. ility operation and  PPEs will be provided during operation to operators/ of other workers to avoid the machineries occupational health equipment. hazards Occupational health hazardous  Disposal of hazardous Immediate can be faced by waste to CHWDF/ during operators and sold to authorize operation other staff buyers if any. whoever working in that area. Immediate during Solid waste operation generation  No negative impacts  ETP sludge are anticipated.  Other Overall positive hazardous impact and CSR and non- activities will be hazardous planned by the waste like project proponent. empty containers, batteries etc.

Social environment  Employment generation  No rehabilitation and resettlement required, hence no negative impacts  No change in land use hence no negative impacts 2. Transportati Major pollutant  Use of vehicles Immediate Sr. on of raw during meeting the during Manager material transportation is statutory norms operation Environme and product dust and other related to emission. nt health fugitive  Use of vehicles with & safety emissions, which PUC certificates officer,

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Sr. Activity Impact Mitigation measures Implementation Responsib No. ility causes health  Proper traffic Safety effect and loss of management officer vegetation of  Tar road will be nearby area due developed hence; no to deposition of major dust emission dust on the is anticipated. leaves of trees. 3. Handling  Risk of  PPEs will be provided Immediate Sr. and storage accident due to operators/ during Manager of raw to workers to avoid the operation Environme material leakage/explos occupational health nt health ion of hazards. & safety chemicals  Firefighting facility as officer, which directly per norms. Safety affect health  All safety measures officer of working will be undertaken staff. to avoid accidents  Risk associated with fire. If accident arises, factory staff gets trapped in the fire.

11.10 Conclusion

 Proposed project does not attract rehabilitation and resettlement of people, since the proposed site in open and vacant.

 Proposed project does not anticipate any adverse impacts on environment.

 Production process is environmentally safe as ZLD is proposed with efficient mitigation measures implemented.

 Air emissions control through stack height and it will be less than TPM <100 mg/Nm3, SO2,

NOX through stack

 Loss of vegetation and habitat will not be attributed.

 Workplace/ operation hazards, which will be minimized by providing personal protective equipment’s, safety precautions, emergency plan & disaster management plan.

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 Consequently, impacts on air, water, land and ecological environments are insignificant and the socio-economic benefits are predominantly positive.

 Thus, overall project features, process, potential of pollution, pollution prevention measures and environmental management plan proposed by proponent illustrates that proposed project will not have any considerable impacts on environment as well as on socio-economic & ecological conditions of the project area.

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Chapter XII: DISCLOSURE OF CONSULTANT

Chapter provides the information of Environment consultant involved in preparation of Environment Impact Assessment Report, NABET accreditation status of the Consultant organization and team of experts involved in preparation of EIA report

12.1 Background of the Organization

MITCON Consultancy and Engineering Services Ltd., (MITCON) is a rapidly growing, an ISO 9001-2008 certified Consultancy Company, promoted by ICICI, IDBI, IFCI, and State Corporations of Maharashtra and Public Commercial Banks. It was founded in 1982; with Head Office at Pune and with supporting offices spread over entire country including Mumbai, Delhi, Bangalore, Hyderabad, Chennai, Chandigarh, and Ahmadabad etc. With experience, expertise, and track record developed over last almost three decades, MITCON provides diverse range of macro and micro consultancy services in the areas of

 Environment Management and Engineering (EME).  Energy Efficiency.  Biomass and Co-gen power.  Agricultural Business and Bio-technology.  Infrastructure.  Market Research.  Banking Finance and Securitization.  Micro Enterprise Development.  IT Training and Education

12.2 Environmental Management and Engineering Division (EME)

Environmental Management and Engineering Division (EME) is one of the key divisions of MITCON and provide expert consultancy and laboratory services for various matrixes of services in the field of environmental management. Thus, EME division partners with an organization in their efforts of achieving sustainable business model.

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Some of our credentials of EME division is,

 State-of-the-art Environment Laboratory with experienced and trained manpower.  Recognition by Ministry of Environment , Forest and Climate Change (MoEF&CC), Government of India and OHSAS 18001/2007.  We are recommended as Technical Consultant by Directorate of Municipal Administration, Govt. of Maharashtra, Mumbai, for preparation of Detailed Project Reports (DPR) on Municipal Solid Waste Management for the Municipal Councils in Maharashtra.  Accredited by QCI-NABET as an EIA consultant.  Environmental Impact Assessment  Environmental Audit / Status Report  Consent from SPCB  Municipal Solid Waste Management (MSW)/ Hazardous Waste (HZ) Management & Technical Services  Water Supply and Sanitation  Small Turnkey Projects  Technical Appraisal  GIS and Remote Sensing  Laboratory Services  Water Quality  Soil Quality  Wastes (Solid & Semisolid)  Specialized Services  Monitoring Services  Operation&Maintenance Services

EME division of MITCON serves to various sectors like – GIS & RS, solid waste, infrastructure, power, sugar, engineering, chemical, real estate etc.

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12.3 NABET Accreditation

MITCON Consultancy and Engineering Services Ltd. is accredited from National Accreditation Board for Education and Training (NABET), Quality Council of India for the EIA consultancy services in 18 sectors.

12.4 Key personnel’s engaged in preparation of EIA report

Mr. Sanjay Shevkar is an EIA coordinator for this project. Other Functional Area Expertise (FAE) and Team Members (TM) undertaking this project with their specific roles and responsibilities are given in below,

Table No. 12.1. Experts engaged in the EIA report

Sr. No. Name of expertise EIA Coordinator/ Functional Area 1. Mr. Sanjay Shevkar Coordinator, AP, WP

2. Dr. Sandeep Jadhav Ecology & Biodiversity, Soil Conservation 3. Mr. Sunit Natu NV 4. Mr. Shrikant Kakade Ecology & Biodiversity, Noise and Vibration 5. Ms. Hemangi Nalavade Air pollution, Air Quality modeling & Water pollution 6. Ms. Swati Bopinwar Ecology & Biodiversity 7. Mr. Ganesh Khamgal Socio Economic 8. Mr. Annat Gadre Land Use 9. Mr. Chetan Patil Solid Hazardous Waste 10. Mr. Aniket Taware Risk Hazard 11. MR. Nikhil Chvhan AP and AQ

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