January 2020

FINAL ENVIRONMENTAL IMPACT ASSESSMENT REPORT For Proposed Project

M/S. DELL LAMINATE

Survey no. 22, Plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat, India

“MANUFACTURING OF SYNTHETIC RESIN ADHESIVE” ToR Letter No. IA-J-11011/26/2019-IA-II (I)

January 2020

Conducted & Prepared By Prepared By Green Circle Inc.

Integrated HSEQR Consulting Engineers, Scientists & Trainers An ISO: 9001, NABL/ISO: 17025, ISO14001 CORPORATE OFFICE: Green Empire (Anupushpam), Beside Canara Bank, Nr. Yash Complex, Above Axis Bank, Gotri Main Road, VADODARA – 390 021, (Gujarat), India

E-mail: [email protected] www.greencircleinc.com

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UNDERTAKING

I, Bhavin kumar Manvar, Financier of M/s. DELL LAMINATE located atSurvey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360311, Ta. Gondal, Dist. Rajkot, Gujarat, India, do hereby give undertaking that the data and information given in the Environmental Impact Assessment (EIA) report are factually correct and we will be responsible for any discrepancy in the EIA report.

We also undertake that content including information & data of the EIA report is own by us.

The above stated fact is true to the best of my knowledge.

Date: 30.05.2020 For M/s. Dell Laminate Place: Rajkot

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UNDERTAKING

I, Pradeep Joshi, Proprietor of M/s. Green Circle Inc. located at Green Empire (Anupushpam), Above Axis Bank, Near Yash Complex, Gotri Main Road, Vadodara- 390021, do hereby undertaking, that we have prepared EIA report for M/s. DELL LAMINATE located at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B),at Bharudi -360 311,Ta. Gondal, Dist. Rajkot, Gujarat, Indiaas per Terms of Reference (ToR) prescribed wide letter No.IA-J-11011/26/2019-IA-II (I).The stated ToR have been complied and the data mentioned in the EIA report are factually correct.

The above stated fact is true to the best of my knowledge.

Date:30.05.2020 For, Green Circle, Inc. Place: Vadodara

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NABET Certificate

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Structure of the Report

Executive Summary: This chapter gives the Executive Summary of the EIA report.

Chapter 1 (Introduction): This chapter describes objectives and methodology for EIA.

Chapter 2 (Project This chapter gives a brief description of the location, approachability, Description): manufacturing processes, and details of raw materials, amenities, layout and utilities of the proposed project.

Chapter 3 (Description of This chapter presents details of the baseline environmental status for the Environment): microclimate, air quality, noise, traffic, water quality, soil quality, flora, fauna and socio-economic status etc.

Chapter 4 (Anticipated This chapter discusses the possible sources of pollution and Environmental Impact and environmental impacts due to the project during construction and Mitigation Measures): operation phases and suggests the mitigation measures.

Chapter 5 (Analysis of This chapter covers analysis of technology alternatives and site Alternatives): alternatives.

Chapter 6 (Environmental This chapter discusses the details about the environmental monitoring Monitoring Program): program during construction and operation phases.

Chapter 7 (Additional This chapter covers information about Risk Assessment Studies for the Studies): construction and operation phase, the safety precautions that are taken during construction phase and Disaster Management Plan and Emergency Preparedness Plan onsite and offsite.

Chapter 8 (Project Benefits): This chapter presents the benefits from this project.

Chapter 9 (Environmental If recommended by EAC at the scoping stage, this chapter shall include Cost Benefit Analysis) the Environmental Cost benefit Analysis of the project.

This chapter deals with the Environmental Management Plan (EMP) for the proposed Project and indicates measures proposed to minimize Chapter 10 (Environmental the likely impacts on the environment during construction and Management Plan): operation phases and budgetary allocation for the same.

Chapter 11 (Summary & This chapter presents the conclusion made by the project proponent and Conclusion): developer.

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Table of Contents

1.1 Purpose of the Report ...... 35 1.2 Identification of Project & Project Proponent ...... 35 1.2.1 Identification of Project...... 35 1.2.2 Identification of Project Proponent ...... 35 1.3 Brief description of nature, size, location of the project and its importance to the country, region ...... 35 1.3.1 Brief description of nature & size of Project ...... 35 1.3.2 Location of Project Site ...... 36 1.3.3 Importance of Project to the Country & Region ...... 36 1.4 Scope and Methodology of the study ...... 36 1.5 Regulatory Framework...... 38 2.1 Type of Project ...... 42 2.2 Need for the Project ...... 42 2.3 Location (maps showing general location, specific location, project boundary & project site layout) Project Location 42 2.3.1 Coordinates of the proposed project site are: ...... 42 2.4 Justification of Site Selection ...... 46 2.5 Specific site selection criteria for the proposed project are given below: ...... 46 2.6 Details of Project Land...... 47 2.7 Capital Cost of the Proposed Project and Plant Layout ...... 48 2.7 Size or magnitude of operation (incl. Associated activities required by or for the project) ...... 48 2.7.1 Details of Products & Raw Material Consumption ...... 48 2.8 Proposed schedule for approval and implementation ...... 50 2.9 Process description ...... 50 2.9.1 Manufacturing Process of Urea Formaldehyde Resin ...... 50 2.9.2 Manufacturing Process of Melamine Formaldehyde Resin ...... 52 2.9.3 Manufacturing Process of Cardanol Phenol Formaldehyde Resin ...... 53 2.9.4 Manufacturing Process of Phenol FormaldehydeResin ...... 55 2.9.5 Manufacturing Process of Laminated Sheets ...... 56 2.10 Raw Materials Requirement with Storageand Transportation Details ...... 58 2.11 Solvent Requirement & Recovery System ...... 58 2.12 Requirement of Resources: ...... 59 2.12.1 Electricity/Power ...... 59 2.12.2 Water ...... 59 2.12.3 Fuel ...... 60 2.12.4 Manpower ...... 60 2.12.5 Plant Machineries & Utilities ...... 61 2.13 Potential and Proposed Control Measures...... 61 2.13.1 Wastewater Treatment ...... 61 2.13.2 Air Pollution: ...... 63 2.13.3 Details regarding Hazardous Chemicals used during Production ...... 63 2.13.4 Noise & Vibrations ...... 64 2.14 Assessment of New and Untested Technology ...... 64 3.1 Introduction ...... 66 3.2 Geology ...... 68 3.3 Geomorphology ...... 68 3.4 Hydrogeology...... 71 3.5 Seismicity of the Study Area ...... 74 3.6 Groundwater Resources ...... 75

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3.7 Meteorology ...... 76 3.8 Ambient Air Quality ...... 81 3.9 Noise Environment ...... 94 3.10 Water Quality ...... 99 3.11 Soil Environment...... 111 3.11.1 Methodology of sampling ...... 111 3.12 Biological Environment ...... 114 3.13 Socioeconomic Environment ...... 119 3.14 Sex Ratio ...... 120 3.15 Social Structure: ...... 121 3.16 Literacy ...... 123 3.18 Occupational Pattern ...... 124 3.18 Traffic Study ...... 126 4.1 Prelude ...... 129 4.2 Valued Environmental Components and Potential Impacts ...... 129 4.3 Air Quality Modelling ...... 131 5.1 Introduction ...... 139 5.2 Site Alternative ...... 139 5.3 Alternative for Technologies ...... 139 6.1 Environmental Monitoring Program ...... 142 6.2 Objectives of Monitoring ...... 142 6.3 Environmental Monitoring Program ...... 142 6.4 Monitoring Equipment and Consumables ...... 143 6.5 Environmental Budget ...... 143 7.1 Public Consultation ...... 146 7.3 Methodology adopted for quantitative risk assessment (QRA) ...... 150 7.4 Disaster Management Plan ...... 184 7.5 Evacuation Plan ...... 192 8.1 Introduction ...... 200 9.1 Environmental Cost Benefit Analysis ...... 203 10.1 Introduction ...... 205 10.2 Conceptualization: Preliminary Environmental Assessment...... 205 10.3 Objective of Environmental Management Plan ...... 205 10.4 Components of EMP ...... 206 A) Odour ...... 207 B) Land Environment ...... 207 C) Air Quality ...... 207 D) Water Quality ...... 208 E) Hazardous waste Management ...... 209 10.5 Environmental Management Systems (EMS) ...... 209 10.6 Environmental, Health and Safety (EHS) ...... 209 10.7 Environmental Management Cell (EMC) ...... 209 10.8 Environment management during construction phase ...... 210 10.9 Environment management during operational phase forproposed ...... 210 10.10 Greenbelt Development Plan ...... 212 10.11 Rain Water Harvesting Scheme ...... 213 10.12 Occupational Health Management Plan...... 216 10.13 Fire & Safety Management Plan ...... 216 10.14 Budget for Environment Protection Measures ...... 217 11.1 Introduction ...... 219 11.2 Air Environment ...... 219

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11.3 Water Environment ...... 219 11.4 Noise Environment ...... 219 11.5 Land/Soil Environment ...... 219 11.6 Socio-Economic Environment ...... 220 11.7 Conclusion ...... 220 12.1 Disclosure by Consultants ...... 222

List of Tables

Table 1: Details of Project Proponent ...... 35 Table 2: Scope of Study ...... 38 Table 3: Regulatory Framework ...... 39 Table 4: Environmental Aspects ...... 46 Table 5: Area Break Up ...... 47 Table 6: List of Industries ...... 48 Table 7: Capital Cost of Proposed Project ...... 48 Table 8: Details of Products & Raw Material Consumption ...... 48 Table 9 Details of Total Raw Material Consumption per month ...... 50 Table 10: Details of Raw Materials for Urea Formaldehyde Resin ...... 52 Table 11 Details of Raw Materials for Melamine Formaldehyde Resin ...... 53 Table 12 Details of Raw Materials for Cardanol Phenol Formaldehyde Resin ...... 54 Table 13 Details of Raw Materials for Phenol Formaldehyde Resin ...... 56 Table 14 Details of Raw Materials for Laminated Sheets ...... 57 Table 15: Details of Raw Material Storage ...... 58 Table 16: Details of Power Consumption ...... 59 Table 17: Details of Water Consumption & Wastewater Generation ...... 59 Table 18: Fuel Consumption Details ...... 60 Table 19: Details of Manpower ...... 61 Table 20: Details of Plant Machineries ...... 61 Table 21: Details of ETP Units ...... 62 Table 22: Technical details of MEE(Multiple Effect Evaporator) : ...... 62 Table 23: Characteristics of Effluent ...... 63 Table 24: Details of Flue Gas Stacks ...... 63 Table 25: Details of Hazardous Chemicals used during Production ...... 63 Table 26: Hazardous Waste Details ...... 64 Table 27 Location Details, Period and Methodology of Baseline Data Generation...... 66 Table 28 – Land Use Land cover ...... 70 Table 29 Major Water Bearing Formations: Weathered & Fractured Basalts & Sandstone aquifer ...... 71 Table 30 Groundwater Resources Potential ...... 75 Table 31 Meteorological Data (2018) ...... 76 Table 32 Ambient Air Quality Monitoring Locations ...... 82 Table 34: National Ambient Air Quality Standards and Methods of Measurement ...... 85 Table 36: Ambient Noise Quality Monitoring Locations (March 2019 to May 2019) ...... 96 Table 37: Applicable Noise Standards ...... 97 Table 38: Ambient Noise Quality Monitoring Locations(1th March to 20th March 2020) ...... 97 Table 39 Applicable Noise Standards ...... 99 Table 40 Ground Water Sampling Locations ...... 100 Table 41: Ground Water Quality in the Study Area (March 2019 to May 2019) ...... 102 Table 42: Ground Water Quality in the Study Area(1th March to 20th March 2020) ...... 103

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Table 43 Surface Water Sampling Locations ...... 106 Table 44: Surface Water Quality in the Study Area(March 2019 to May 2019) ...... 108 Table 45: Surface Water Quality in the Study Area(1th March to 20th March 2020) ...... 109 Table 46 Standard Water Quality Criteria...... 110 Table 47 Soil Sampling Locations ...... 112 Table 48: Physiochemical Characteristics of Soil(March 2019 to May 2019) ...... 113 Table 49: Physiochemical Characteristics of Soil(1th March to 20th March 2020) ...... 114 Table 50 List of Flora in the Study Area ...... 115 Table 51 List of Fauna ...... 116 Table 52 List of amphibians recorded in the study area ...... 118 Table 53 List of reptiles recorded in the study area ...... 118 Table 54 Mammals recorded in the study area ...... 118 Table 55 List of villages present in the study area ...... 119 Table 56 Village-wise details of Population ...... 120 Table 57 Social Distribution ...... 121 Table 58 Literacy Rate ...... 123 Table 59 Occupational Pattern ...... 125 Table 60 Traffic Survey ...... 126 Table 61 Level of Service ...... 127 Table 62 Environmental Impact Matrix ...... 129 Table 63 Construction Phase impacts & its Mitigation Measures...... 130 3 Table 64 Ground level Concentration of PM10in μg/m ...... 131 3 Table 65 Ground level Concentration of SO2 in μg/m ...... 132 3 Table 66 Ground level Concentration of NO2in μg/m ...... 133 Table 67 Environmental Monitoring Plan (During Operational Phase) ...... 143 Table 68 Budget Allocation for Environmental Management ...... 143 Table 69 Budget Allocation for Corporate Environmental Responsibility ...... 144 Table 70 Chemical Storage...... 150 Table 66- Fatal radiation Exposure level ...... 155 Table 67- Overpressure Damage Criteria ...... 156 Table 71-– Important Telephone Numbers ...... 197 Table 72 Odour control Management Plan ...... 207 Table 73 Environment management Plan for Land Environment ...... 207 Table 74 Environment management Plan for Air Environment ...... 207 Table 75 Environment management Plan for Water Environment ...... 208 Table 76 Environment management Plan for Hazardous Waste ...... 209 Table 77 Environment management during construction phase ...... 210 Table 78 Details of Plant Species in Greenbelt ...... 212 Table 79 Details of Rain Water Harvesting ...... 215 Table 80 Budgetary allocation towards Environmental Management for proposed ...... 217

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List of Figures

Figure 1: Methodology of EIA Study ...... 37 Figure 2: Index Map ...... 43 Figure 3: Google Map of project site ...... 44 Figure 5: Google Map showing 10 km radius from the Project Site...... 45 Figure 6: Plant Layout ...... 45 Figure 7 Google map showing the industries within 10 km of M/s. Dell Laminate...... 48 Figure 8 Solvent Recovery System ...... 58 Figure 9 Water Balance Diagram ...... 59 Figure 10 Water Balance Diagram ...... 59 Figure 12: Location Map of Study area ...... 68 Figure 13: Land use/Land cover map ...... 69 Figure 14 Land Use Land Cover of Rajkot District ...... 70 Figure 15 Depth to water level map for the pre-monsoon period 2012 ...... 72 Figure 16 Depth to water level map for the post-monsoon period 2012 ...... 72 Figure 17: Water level fluctuation map ...... 73 Figure 18 Drainage Pattern of the Project Site ...... 74 Figure 19: Seismic Zone of Gujarat State ...... 75 Figure 20: Wind Rose (01st March’2020 to 31stMarch’2020) [From SW to NE] ...... 80 Figure 22: Google Image showing Ambient Air Monitoring Locations ...... 81 Figure 24: Graphical representation of PM10 concentration at different locations ...... 86 Figure 25: Graphical representation of PM2.5 concentration at different locations ...... 86 Figure 26: Graphical representation of SO2 concentration at different locations ...... 87 Figure 27: Graphical representation of NO2 concentration at different locations ...... 87 Figure 28: Graphical representation of PM10 concentration at different locations ...... 92 Figure 29: Graphical representation of PM2.5 concentration at different locations ...... 93 Figure 30: Graphical representation of SO2 concentration at different locations ...... 93 Figure 31: Graphical representation of NO2 concentration at different locations ...... 94 Figure 32: Google Image showing Ambient Noise Monitoring Locations ...... 94 Figure 34: Graphical Representation of Day time Noise Level in the study area ...... 96 Figure 35: Graphical Representation of Night time Noise Level in the study area ...... 97 Figure 36: Graphical Representation of Day time Noise Level in the study area ...... 98 Figure 37: Graphical Representation of Night time Noise Level in the study area ...... 99 Figure 38: Google Image showing Ground Water Monitoring Locations ...... 100 Table 40 Ground Water Sampling Locations...... 100 Figure 40: Google Image showing Surface Water Monitoring Locations ...... 106 Figure 42: Google Image showing Soil Sampling Location ...... 111 Figure 44: Villages within 10 km radius ...... 119 Figure 45: Population of the study area ...... 121 Figure 46: Social profile of the study area ...... 123 Figure 47: Population Literacy of the study area ...... 124 Figure 48 Occupational Pattern of the study area ...... 126 Figure 49 Ground Level Concentration of PM10 ...... 131 Figure 50: Ground Level Concentration of SO2 ...... 133 Figure 51: Ground Level Concentration of NOX ...... 134 Figure 39 Safety Board (For Symboltic Only) ...... 136 Figure 53 Rainwater Harvesting (For Symbolic only) ...... 213

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List of Annexure

Annexure-1: NABET certificate

Annexure-2: Land document

Annexure-3: ToR Letter

Annexure-4: CTO Letter

Annexure-5: CTO Compliance

Annexure-6: Baseline Monitoring Photographs

Annexure-7: MSDS

Annexure-8: Toposheet

Annexure-9: Public Hearing Letter

Annexure-10: CGWA NOC

Annexure-11: AAQ Raw Datasheet

Annexure – 12: Site Photographs

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TOR & IT’S COMPLIANCE

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TERMS OF REFERENCE (TOR) COMPLIANCE

Point wise compliance of the TOR points issued by EAC, MoEF& CC, and New Delhi vide letter No.IA-J- 11011/26/2019-IA-II (I) for manufacturing of Melamine Formaldehyde Resin, Phenol Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin & Urea Formaldehyde Resins at Survey No. 22, Plot No. 1, B/h/ Pentagon Forgings, NH-27 (8B), at Bharudi – 360 311,Taluka: Gondal& District: Rajkot, Gujarat, India.

A tabular chart with index for point wise compliance is as given below:

Sr. TOR Points Brief Explanation of Compliance Reference with Page No. Status No. No. Model ToR prescribed by MoEF&CC 1. Executive summary of the project Brief summary of the project regarding Refer Executive of Air, Water & Hazardous is prepared. summary of Project Page No. 31 2. Introduction i Details of the EIA NABET Accredited consultant: Refer Annexure 1 Consultant including Green Circle Inc. Vadodara (Gujarat) NABET/EIA/1720/IA0 NABET accreditation 029 NABET Certificate NABET/EIA/1720/IA0029 of Consultant Valid up to – 4th June 2020 Information about the ii 1. Chirag kumar Chandubhai Refer Chapter 1 section- project proponent Makadia 1.2.2 Page No. 36 2. Bhavin kumar Manvar 3. Vimal kumar Mansukhbhai Manvar 4. Mahendrabhai Mansukhbhai Manvar iii Importance and benefits of These sheets have good market For Project importance, the project demand to develop the home and office please refer Chapter 1 for furniture to meet the current and section-1.3.3, Page No. future market demand. 37

3. i Cost of project and time of Total Cost of the Project is INR 95.47 Refer Chapter 2 section- completion. Lakhs. 2.7, Table 7 Page No. It is expected that the project will start 45 within 1 month from the date of grant of EC.

ii Products with capacities for There is Total 5 products out of which Refer Table No. 8 in the proposed project. CTO has been obtained for Section 2.7 of Chapter 2, manufacturing of Laminated sheet@ Page No. 49 1,90,000 Nos./Month Urea Formaldehyde Resin – 175 MT/Month Melamine Formaldehyde Resin – 30 MT/Month Cardanol Phenol Formaldehyde Resin – 75 MT/Month

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Phenol Formaldehyde Resin – 75 MT/Month Total – 355 MT/M

iii If expansion project, details CTO has been obtained for No additional land will of existing products with manufacturing of Laminated sheet @ be required for proposed capacities and whether 1,90,000 Nos./Month project. adequate land is available for expansion, reference of earlier EC if any. iv List of raw materials All Raw materials will be purchased Refer Chapter 2 section- required and their source from Local traders by Road 2.10, Table 15, Page No. along with mode of transportation. 58 transportation. v Other chemicals and - No other Chemical is materials required with required quantities and storage capacities vi Details of Emission, Mostly emission will be occurred Details of Emission - effluents, hazardous waste through Boiler & D.G Set. As per Refer Chapter 2, Table generation and their consent, emission will be occurred 24, Page No. 63, management, effluents, through Boiler & TFH. Generated solid hazardous waste waste, ETP Sludge will be disposed to Details of Effluent - generation and their TSDF site. Refer Chapter 2,Section management. Total 5.8 KLD wastewater will be 2.13.1, Page No. 61, generated from industrial which will be

treated in ETP and treated water will be evaporate in unit’s own MEE Plant. Details of Hazardous Thus, unit will maintain ZLD. waste generation - Refer Chapter 2, Section Unit has provided storage area for 2.13.3, Page No. 62 hazardous wastes having roof, pucca flooring with leachate collection system. Leachate, if any is collected and treated in effluent treatment plant. Unit has taken membership of TSDF site of proposed project.

vii Requirement of water, Water source will be Borewell. Total Details of water power, with source of Requirement of water will be 20 KLD. requirement Refer supply, status of approval, Power source will be PGVCL (50 Chapter 2, Section water balance diagram, KVA) & Own DG set (1 No. 62.5 2.12.2, Table 17, Page man-power requirement KVA)(Stand by). No. 58 (regular and contract) Some manpower would be requires during construction phase on contract Details of power base (approx. 4) and other manpower requirement Refer will be required on permanent base Chapter 2, Section (approx.5) for handling the 2.12.1, Table 16, Page manufacturing process of Synthetic No. 58 Resins Adhesives Details of Water

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balance Diagram Refer Chapter 2, Section 2.12.2, Page No. 60

Details of man-power requirement Refer Chapter 2, Section 2.12.4, Table 19, Page No. 61 viii Process description along For the production of Synthetic Details of major with major equipment and Adhesive Resins, Total 3 Reactors will equipments & machineries, process flow be required (5MT, 3MT, 1MT). Total machineries – Refer sheet (quantative) from raw Production is of 355 MTM including Chapter 2, Section material to products to be Urea Formaldehyde Resins, Phenol 2.12.5 Table 20, and provided Formaldehyde Resins, Cardanol Page No. 61. Phenol Formaldehyde Resins, and Details of process Melamine Formaldhyde Resins. Per description - Refer day production will be approx. 40 MT Chapter 2, Section 2.9, which will be fulfilled by 3 reactors as Page No. 50 mentioned above.

There will be used major equipments like different types of reaction vessels, dryers, Boiler, Reactors etc.; for manufacturing of products.

ix Hazard identification and Necessary steps will be taken for Refer Chapter 7, details of proposed safety prevention of major accident and safety Section 7.2, and Page systems. purpose. No. 154.

x Expansion/modernization proposals: a Copy of all the Not Applicable. Unit has obtained Annexure 4 & 5 Environmental Clearance(s) CCA from SPCB letter no. AWH- including Amendments 82000 dated 13/10/2016 to thereto obtained for the manufacture of Laminated sheets. For project from MOEF/SEIAA that EC not required as per EIA shall be attached as an notification, 2006. Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of

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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 Unit has obtained CCA from SPCB Proposed project has has not obtained AWH-82000 dated 13/10/2016 to obtained CTO for environmental clearance, manufacture Laminated sheets. For manufacturing of reasons for not taking EC that EC not required as per EIA laminated Sheets from under the provisions of the notification, 2006. GPCB. The Products EIA Notification 1994 Laminated sheets did and/or EIA Notification not require EC. 2006 shall be provided. Compliance of the CTO Copies of Consent to is attached as Annexure Establish/No Objection 4. 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 The unit is located at Survey no. 22, Location of the project covering village, plot no. 1, B/h. Pentagon Forgings, site - Refer Chapter 1, Taluka/Tehsil, District and National Highway-27 (8B), at Bharudi Section 13.2, and Page State, Justification for -360 311, Ta. Gondal, Dist. Rajkot, No. 37. selecting the site, whether Gujarat, India and site selection was Details for justification other sites were considered. guided by many factors like for site selection - Refer availability of land, water sources, fuel, Chapter 2, Section 2.4 transportation availability etc. Page No. 47 No other site alternative wereconsidered. ii A toposheet of the study Toposheet No. F42K16 has been The Toposheet is area of radius of 10km and attached . Attached as Annexure 8 site location on 1:50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places) iii Details w.r.t. option analysis Alternative analysis is the process of Refer Chapter 5, Section for selection of site analyzing the project’s location for 5.2 and Page No. 134 suitability of basic necessities to operate the plant safely this analysis . also covers the environmental aspect of pollution prevention and improvement in quality of life near to the project vicinity.

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The location of project is best suited to expand the manufacturing activities. So no alternative for site is analyzed.

iv Co-ordinates (lat-long) of Co-ordinates Refer Chapter 2, all four corners of the site. Section 2.3.1, and Page Latitude Longitude No. 42 22° 4'1.80"N 70°46'26.40"E

22° 4'2.90"N 70°46'25.33"E

22° 4'2.84"N 70°46'26.77"E

22° 4'1.02"N 70°46'27.33"E

v Google map-Earth Google map location is shown in Refer Chapter 2, downloaded of the project Chapter 2 of EIA Report. Section 2.3.1, Figure 3, site. Page No. 45 vi Layout maps indicating Total available land area of premises is Refer Chapter 2, existing unit as well as 1084.03 m2, out of which 358 m2 (33 Section 2.3.1, Figure 6, proposed unit indicating %) area will be developed for Page No. 46. storage area, plant area, greenbelt. It may be noted that no greenbelt area, utilities etc. additional land will be required for If located within an proposed project. Industrial area/Estate/Complex, layout of Industrial Area indicating location of unit within the Industrial area/Estate. vii Photographs of the Photographs of existing land are Attached as Annexure proposed and existing (if incorporated in EIA Report. 12 applicable) plant site. If existing, show photographs of plantation/greenbelt, in particular. viii Land use break-up of total Total available land area of premises is Refer Chapter 2, land of the project site 1084.03 m2 Section 2.6, Page No. (identified and acquired), Project is located outside of 47 government/ private - Industrial area/Estate/Complex. agricultural, forest, wasteland, water bodies, settlements, etc shall be included. (not required for industrial area) ix A list of major industries Veer Polyplast, Veer Polytech, Tulsi Refer Chapter 2, with name and type within Agro Food Industries, Nikoo Precision Section 2.6, Table study area (10km radius) Cast Pvt.Ltd, Fortune Industries, are 5,Figure 7, Page No. 47 shall be incorporated. Land major industries which near to project. use details of the study area x Geological features and Rajkot district is situated in the central Geological Features - Geo-hydrological status of part of Saurashtra peninsula. The Refer Chapter 3, the study area shall be northern part of the district bordering Section 3.2, Page No. included. the Rann of Kachchh and comprising 68.

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mainly the Malia taluka, is monotonous Geo-Hydrological alluvial plain country. status - Refer Chapter3, section 3.4, Page No. 70. xi Details of Drainage of the The area has a drainage pattern which Refer Chapter 3, project up to 5 km radius of is of the parallel and trellis type and Section 3.4.3, Figure 18 study area. If the site is which is controlled by the topography Page No. 73. within 1 km radius of any and structure and tectonics of the major river, peak and lean region. All the small streams flow from season river discharge as the higher grounds and meet ultimately well as flood occurrence Chaparvadi River which flow from frequency based on peak North East to South West direction rainfall data of the past 30 near project area. The area Drainage years. Details of Flood ultimately meets with Gondalia River. Level of the project site and There is no any major river within 1 maximum Flood Level of kmradius of the project site, thus no the river shall also be requirement of details offlood level. provided. (mega green field

projects) xii Status of acquisition of land. Land possession is already completed Attached as Annexure If acquisition is not & documents are incorporated in EIA 2 complete, stage of the report of the same. acquisition process and expected time of complete possession of the land. xiii R&R details in respect of Not Applicable Not Applicable land in line with state Government policy. 5 Forest and wildlife related Not Applicable Not Applicable issues (if applicable): i Permission and approval for Not Applicable --- the use of forest land (forestry clearance), if any, and recommendations of the State Forest Department. (if applicable) ii Land use map based on Not Applicable, as the project does not Not Applicable High resolution satellite involve forestland. imagery (GPS) of the proposed site delineating the forest land (in case of projects involving forest land more than 40 ha) iii Status of Application Not Applicable. The project area is ---- submitted for obtaining the non- forest land. stage I forestry clearance along with latest status shall be submitted. iv The projects to be located There are no National parks, Not Applicable as there within 10 km of the National Sanctuaries, Biosphere Reserves, is no National Parks, Parks, Sanctuaries, Migratory corridors of Wild Animals, Sanctuaries, Biosphere Biosphere Reserves, within the 10 Km buffer zone Reserves, and Migratory Corridors of Wild Migratory Corridors of Animals, the project Wild Animals within 10

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proponent shall submit the km of the project site. 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 Not Applicable Not Applicable as no duly authenticated by the Schedule 1 Fauna found Chief Wildlife Warden of during biological the State Government for survey within 10 km conservation of Schedule I radius of the project site fauna, if any exists in the study area. vi Copy of application Not Applicable Not Applicable submitted for clearance under the Wildlife (Protection) Act, 1972, to the Standing Committee of the National Board for Wildlife. 6 Environmental Status i Determination of The meteorological parameters play a Refer Chapter 3, atmospheric inversion level vital role in transport and dispersion of Section 3.7, Table 30, at the project site and site- pollutants in the atmosphere. and Page No. 74. specific micro The baseline period considered is meteorological data using March’19 to May’19, temperature, relative thus no atmospheric inversion found humidity, hourly wind during this period. speed and direction and rainfall. ii AAQ data (except AAQM locations were monitored on 24 Refer Chapter3, Section monsoon) at 8 locations for hourly average bases twice in a week as 3.8, Table 32, Figure PM10, PM2.5, SO2, NOX, CO and other parameters per guidelines of CPCB and NAAQS. 22, and Page No. 78 relevant to the project shall The conventional and project specific be collected. The parameters such as particulate matter monitoring stations shall be PM10 (size less than10 µm), particulate based CPCB guidelines and matter PM2.5 (size less than 2.5µm), take into account the pre Sulphur Dioxide (SO2) & Oxides of dominant wind direction, Nitrogen (NOx) were monitored. The population zone and locations for AAQM study were sensitive receptors selected within the 10 km radius of the including reserved forests. proposed plant installation. Ambient air quality was monitored on 8 locations to generate representative ambient air quality data. Locations are Project site, Ardoi, Gundasara, Sindhavadar, Hadamtala, Bhojpara, Vaddhari and Pipaliya.

iii Raw data of all AAQ Raw data of all AAQ measurement for AAQ Raw data attached measurement for 12 weeks 12 weeks of all stations are given as as Annexure 11.

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of all stations as per Annexure in EIA Report. 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 Surface water samples were collected Refer Chapter 3, nearby River (100m from 4 locations during the study Section 3.10.4, Table upstream and downstream period and analyzed for a number of 42, Page No. 109 of discharge point) and physico-chemical parameters. other surface drains at eight Locations are Veri Near Bhojpara, locations as per CPCB/ Near Siddharth nagar, Near Soliya, MoEF& CC guidelines. Near Lunivav and Near Ribda.

v Whether the site falls near to Not Applicable as site does not falls Not Applicable polluted stretch of river neat any polluted stretch of river identified by the CPCB/ identified by the CPCB/MoEF&CC MoEF&CC, if yes give details. Refer Chapter 3, vi Ground water monitoring at Ground water samples were collected section 3.10.2, Page minimum at 8 locations from 8 locations during the study No. 100. shall be included. period and analyzed for a number of physico-chemical parameters. Locations are Ardoi, Gundasara, Sindhavadar, Hadamtala, Bhojpara, Vaddhari and Pipaliya.

vii Noise levels monitoring at 8 A total of 8 locations were identified Refer Chapter 3, section locations within the study for ambient noise monitoring in the 3.9, 3.9.1, Table29, area. study area. Locations are Project site, Page No. 85 Near Industrial zone, Lunivav Primary school, Ardoi, Krishnam hospital, Vaddhari, Near Ribda and Near Khareda.

viii Soil Characteristic as per The soil samples were examined for Refer Chapter 3, section CPCB guidelines. various physic chemical parameters, to 3.11, Table 42, Page determine the existing soil No. 114 characteristics of the study area. The soil samples were collected from 8 selected locations during monitoring season. Locations are Ardoi, Gundasara, Sindhavadar, Hadamtala, Bhojpara, Vaddhari and Pipaliya.

ix Traffic study of the area, Traffic counts are important to Refer Chapter 3, type of vehicles, frequency calculate the proposed load on the Section 3.18, Table 47, of vehicles for approach Road of the Project.The level Page No. 127. transportation of materials, of service of the road will be “B”

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additional traffic due to during construction and operational proposed project, parking phase, which is very good. arrangement etc. x Detailed description of flora The study includes both aquatic and Detailed description of and fauna (terrestrial and terrestrial ecosystems. Diverse systems flora - Refer Chapter 3, aquatic) existing in the such as scrub forest, cultivated lands Section 3.12.1, Page study area shall be given and kitchen gardens of villages were No. 118 with special reference to visited and floral species identified. A rare, endemic and total of 54 species of plants (including Detailed description of endangered species. If wild, ornamental and cultivated fauna - Refer Chapter 3, Schedule-I fauna are found plants). Section 3.12.2, and within the study area, a A total of 50 species of birds were Page No. 119 Wildlife Conservation Plan observed during the present survey. shall be prepared and The habitat types of the area include furnished. agricultural land, scrub jungle, plantation, ponds, marshlands and fallow grassland seasonal

As per biological survey, no Schedule 1 Fauna is found within the study area, thus no requirement of Wildlife Conservation Plan.

xi Socio-economic status of Detailed socio-economic data were Refer Chapter 3, the study area. collected within 10 km radius of the Section 3.13, Page No. Project site. Preliminary information 123 was collected during field investigation followed by secondary data from the census of India 2011.

7 Impact and Environment Management Plan i Assessment of ground level The air quality impacts have been Refer Chapter 4, concentration of pollutants predicted for the proposed plant Section 4.3, Page No. from the stack emission assuming baseline air quality. Site- 121 based on site-specific specific meteorological parameters meteorological features. In have been recorded by continuous case the project is located on monitoring. Short term 24 hourly a hilly terrain, the AQIP GLC's incremental values were Modeling shall be done estimated using the site-specific using inputs of the specific meteorological conditions. terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be 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

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nearby, sensitive receptors, if any.

ii Water Quality Modeling - in Not Applicable There is no direct case of discharge in water discharge of Wastewater body. in any water body as the wastewater from Industry will be treated in ETP, thus Water Quality modeling is Not Applicable. iii Impact of the transport of Mostly all raw materials are available Refer Chapter 4, section the raw materials and end in local market, thus will be purchased 4.2, Page No. 92~93. products on the surrounding from local market. The convenient environment shall be transportation medium will be used for assessed and provided. In the transportation of raw materials. this regard, options for Unit will take care about no any transport of raw materials negative impact should occur during and finished products and transportation. wastes (large quantities) by rail or rail-cum road transport or conveyor cum- rail transport shall be examined. iv A note on treatment of Unit will provide Adequate ETP plant Refer Chapter 2, Section wastewater from different having Primary treatment units for 2.13.1, Figure 11, Page plant operations, extent treatment of industrial effluent and No. 62 recycled and reused for treated water will be evaporated in different purposes shall be unit’s own MEE Plant. Thus, unit will For Characteristics of included. Complete scheme maintain ZLD. effluent – Refer Chapter of effluent treatment. 2, Section 2.16, Table Characteristics of untreated 23, Page No. 61 and treated effluent to meet the prescribed standards of discharge under E(P) Rules. v Details of stack emission Flue gas emission will occur through Refer Chapter 2, Section and action plan for control Boiler & DG Set & for prevention of 2.13.2, Table 24, Page of emissions to meet emission; unit will provide Multi No. 63 standards. Cyclone Separator. vi Measures for fugitive The emissions are not visually Refer Chapter 10, emission control observed but can be measured in section 10.8, Table 75, relatively low concentration at each Page No. 213 area of source. Control measures will be taken.

vii Details of hazardous waste Unit has provided storage area for Refer Chapter 2, Section generation and their storage, hazardous wastes having roof, pucca 2.13.3, Page No. No. 63 utilization and management. flooring with leachate collection Copies of MOU regarding system. Leachate, if any is collected Applied for TSDF utilization of solid and and treated in effluent treatment plant. Membership copy. hazardous waste in cement plant shall also be included. Generated Solid waste like ETP Sludge EMP shall include the will be disposed to TSDF Site. concept of waste- minimization, recycle/ reuse/ recover techniques,

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Energy conservation, and natural resource conservation. viii Proper utilization of fly ash Not Application as no generation of Fly Not Application. shall be ensured as per Fly ash from project proposed activity. Ash Notification, 2009. A detailed plan of action shall be provided. ix Action plan for the green Unit will develop 33% of green belt Refer Chapter 10, belt development plan in 33 area (358Sq.M) of total project area Section 10.10, Table 76, % area i.e. land with not less 1084.03 Sq. M. Unit will develop Page No. 220 than 1,500 trees per ha. greenbelt area having approx. 58 nos. Giving details of species, of trees. width of plantation, planning schedule etc. shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated. x Action plan for rainwater Adequate care has been taken while Refer chapter 10, harvesting measures at plant making efficient planning for section 10.11, Table 77, site shall be submitted to percolation of rainwater into the sub- Page No. 220 harvest rainwater from the surface without directly draining it roof tops and storm water outside and conserving maximum drains to recharge the extent of rain water within the facility. 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 Total Capital Cost of EMP budget will Refer chapter 6, Section recurring cost/annum for be 6.5 Lacs& Recurring Cost of 4.8 6.5, Table 67, Page No. environmental pollution Lacs. 145 control measures shall be included. xii Action plan for post-project A well-equipped laboratory with Refer Chapter 6, Section environmental monitoring consumable items will be provided for 6.4, Table 66, Page No. shall be submitted. monitoring of important environmental 142 parameters. Alternatively, monitoring can be outsourced from MoEF/NABL recognized laboratory.

xiii Onsite and Offsite Disaster A Disaster Management Plan is Refer Chapter 7, (natural and Man-made) prepared to meet any grave emergency Section 7.4, Page No. Preparedness and which can occur due to Natural 187. Emergency Management Disasters such as Floods, Earthquakes, Plan including Risk or due to Man-Made Disasters such as Assessment and damage Acts of war and Fires, Power failures control. Disaster etc. management plan should be linked with District Disaster Management Plan.

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8 Occupational health

i Plan and fund allocation to Industry will adopt all precautionary Refer Chapter10, ensure the occupational methods to reduce the risk of exposure Section 10.12, Page No. health & safety of all of hazards to employees and same will 222. contract and casual workers be continued after proposed. Budget Allocation is Total EMP Cost during operation given in Chapter 6, phase is 6.5 Lakhs. From which 0.3 Section 6.5 Table 56, Lac. for Occupational Health Page No. 145

ii Details of exposure specific health status evaluation of Not Applicable worker. If the workers' health is being evaluated by pre designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre- placement and periodical examinations give the details of the same. Details regarding last month analyzed data of above mentioned parameters as per age, sex, duration of exposure and department wise.

iii Details of existing M/s. Dell Laminate will have an Refer Chapter 7, Occupational & Safety occupational health centre having a Section 7.2, Table 76, Hazards. What are the trained pharmacist or a profession Page No. 153 exposure levels of hazards doctor will be contracted for regular and whether they are within health check-ups of the employees. Permissible Exposure level Project also maintains records of the (PEL). If these are not same. 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 Arrangements of periodical/annual Refer Chapter 10, status of workers with health status and checkup of workers Section 10.12, Page No. special reference to with reference to Occupational Health. 212 Occupational Health and Safety. 9 Corporate Environment Policy i Does the company have a Yes, the company have a well laid Refer, Chapter well laid down Environment down Environment Policy approved by 10,section 10.7, Page Policy approved by its its Board of Directors. They believe in No. 216 Board of Directors? If so, it sustainable development and therefore may be detailed in the EIA are providing adequate environmental report. control and management system in unit

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and will regularly and efficiently operate the same.

ii Does the Environment Yes, Environment Policy prescribe for Refer, Chapter 6, section Policy prescribe for standard operating process for Air, 10.7, Page No. 216 standard operating process / Water monitoring. Monitoring of procedures to bring into Water and Air has been done. focus any infringement / deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA. iii What is the hierarchical Adequate environmental control and Refer, Chapter 6, section system or Administrative management system is in unit and will 10.7, Page No. 216 order of the company to deal regularly and efficiently operate the with the environmental same. issues and for ensuring compliance with the environmental clearance conditions? Details of this system may be given. iv Does the company have For this company has provided its Refer, Chapter 6, section system of reporting of non- Environmental Policy 10.7, Page No. 217 compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism shall be detailed in the EIA report 10 Details regarding There are 4 people working in existing Refer Chapter 2, Section infrastructure facilities such plant and around 5 peoples will be 2.12.4, Figure 7, and as sanitation, fuel, restroom required for the proposed expansion Page No. 60 etc. to be provided to the project. Thus, total manpower will be labor force during 9 workers. construction as well as to the All facilities will be provided to casual workers including workers. truck drivers during Operation phase. 11 Enterprise Social Commitment (ESC):

I Adequate funds (at least 2.5 CER budget commitment will be 2.5 % Refer Chapter 6, Section % of the project cost) shall of company’s annual profit. Total 6.7, Table 57, Page No. be earmarked towards the amount to be spent is Rs.2,38,675 148 Enterprise Social Commitment based on Public Hearing issues and item-wise details along with time bound action plan shall be included. Socio economic development activities need to be elaborated upon.

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12 Any litigation pending No litigation is pending from the court Not Applicable against the project and/or case. any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case. SPECIFIC TERMS OF REFERENCE 1 Details on solvents to be Methanol is used as a solvent. During Refer Chapter 2, Section used, measures for solvent the process of laminated sheets, 2.11, Figure 8, and Page recovery and for emissions liberate as a vapor, this methanol vapor No. 58 control. is collected. 90% Methanol is recovered and will be reused in the process/sold in domestic market. 2 Details of process emissions Not Applicable There is no process gas from the proposed unit and emission its arrangement to control. 3 Ambient air quality data Ambient air quality monitoring Refer Chapter 3, Section should include VOC, other includes all the parameters. 3.8, Table 31& 34, and process-specific pollutants* Page No. 80. like NH3*, chlorine*,HCl*, HBr*, H2S*, HF*,etc.,(*-as applicable) 4 Work zone monitoring For safety of workers and employees, - arrangements for hazardous work zone monitoring will be adopted. chemicals. Work Zone Monitoring will be carried out as per Gujarat Factory Rules ones the manufacturing process of Synthetic Resin Adhesive starts operating. 5 Detailed effluent treatment After giving primary treatment, Refer Chapter 2, Fig. 11, scheme including effluent will be evaporated and 'Zero' Page No. 61 segregation of effluent liquid discharge will be maintained. streams for units adopting 'Zero' liquid discharge. 6 Action plan for odour Refer Chapter10, control to be submitted. Green belt plays an important role in Section 10.4, Table 76, suppressing odour. Page No. 218 Use of sanitation biocides to minimize the growth of aerobic/ anaerobic microorganisms Steaming of major pipelines Proper cleaning of drains

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Regular use of bleaching powder in the drains to avoid growth of Sulphur decomposing microorganisms to control H2S generation

7 A copy of the Memorandum Not Applicable Not Applicable of Understanding signed with cement manufacturers indicating clearly that they co-process organic solid/hazardous waste generated. 8 Authorization/Membership CETP Membership is not required, as Applied for TSDF for the disposal of liquid treated water will be evaporated. Membership effluent in CETP and Salts residue from Evaporator will be solid/hazardous waste in sent to TSDF site. Applied for TSDF, if any. Membership of the same. 9 Action plan for utilization of Salts residue will be sent to TSDF Site Salts residue from MEE/dryers salts. for disposal. Evaporator will be sent to TSDF site 10 Material Safety Data Sheet Material Safety Data Sheet for all the Attached as Annexure 7 for all the Chemicals are chemicals is enclosed in Annexure 7. being used/will be used. 11 Authorization/Membership Salts residue from Evaporator will be Applied for TSDF for the disposal of sent to TSDF Site for disposal. membership solid/hazardous waste in TSDF. 12 Details of incinerator if to be Not Applicable Not Applicable installed. 13 Risk assessment for storage The Project will undertake Quantitative Refer Chapter 7, Section and handling of hazardous Risk Assessment (QRA) study for the 7.2, Table 76, Page No. chemicals/solvents. Action storage tank area. 153 plan for handling & safety

system to be incorporated. 14 Arrangements for ensuring Pre-employment and periodical Refer Chapter 10, health and safety of workers medical examinations will be carried Section 10.12, Page No. engaged in handling of toxic out to assess the health status of the 210 materials. workers and medical records for the same will be maintained for each employee.

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EXECUTIVE SUMMARY

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Project Description M/s. Dell Laminate is proposing their unit manufacturing capacity of Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Urea Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin which falls under Category A 5(f) as stated in Environment Impact Assessment Notification Published on 14th September, 2006 & unit located at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat, India. M/s. Dell Laminate has obtained CTO from Gujarat Pollution Control Board (GPCB) for manufacturing of laminated sheets using readymade resins.

LIST OF PRODUCTS WITH CAPACITIES Raw Total- Name of the raw Name of the product As per CTO Material MT/Month material Quantity Urea 70 Urea Formaldehyde Formaldehyde 103.25 Resin - 175 (37%) Caustic Soda 0.875 Acetic Acid 0.875 Melamine 12 Melamine Formaldehyde - 30 17.85 Formaldehyde Resin (37%) Caustic Soda 0.25 Phenol 29 Cardanol Phenol Formaldehyde 42.125 Formaldehyde Resin - 75 (37%) Caustic Soda 0.375 Cardanol 7.25 Phenol 36.25 Phenol Formaldehyde Formaldehyde Resin - 75 42.15 (37%)

Caustic Soda 0.375 1,90,000 1,90,000 Kraft paper 50 Laminated Sheet Nos./Month Nos./Month Design Paper 15 Resource Requirement The resource requirements of the proposed project are as below:

Resource Type Requirement Source

The project is sited at Survey No.: 22, Plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Land 1084.03 m2 Bharudi - 360 311, Ta. Gondal in the state of Gujarat, India Building includes Production Area, Material Storage Building 330 m2 and Utilities.Local contractor and workers will be appointed for the construction work. List of raw material is Mostly all raw materials are available in local market, Raw- materials mentioned in chapter sowill be purchased from local market. 1of EIA report.

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Resource Type Requirement Source

Domestic-2.5 KLD Water Necessary water requirement will be fulfilled from Gardening –3.5KLD requirement personal bore well. Industrial –19 KLD Power 50 KVA Paschim Gujarat Vij Company Ltd. (PGVCL) requirement White Coal/ Fuel Briquettes/ Agro waste Local trader. requirement – 10 MT/day Pollution Potential and Mitigation measures The summarized statement for proposed pollution load is provided in the following table.

Wastewater Remarks/Mitigation Generation

Wastewater

Domestic:2 KLD The domestic wastewater at 2 KL/day disposed through septic tank/ soak pit. Industrial wastewater will be generated from Boiler, Cooling tower, Process Industrial: 5.8 KLD & washing. Chemically treated process and washing water will be mixed with cooling tower blow down & boiler blow down in holding tank. After that it

will be treated in ETP then send to two stage MEE plant. From that condensate water will be reuse. Air Emission

 Flue Gas Emission White Coal/ Briquettes/ Agro waste will be used as 10 MT/day and LDO Boiler (3 Tonne) 50L/hr. Multi Cyclone separator, Dust Collector & Hood Cover will be installed as Air Pollution Control Measures  Process Gas Emission Reactors There is no process gas emission from manufacturing process. Hazardous Waste

Used oil (cat. 5.1) – Collection, Storage and used within premises as a lubricant / sold to 10-15 LP/Annum registered recycler. DiscardedBarrels/ containers/ liners Collection, Storage & sold to authorized vendor used for hazardous waste(cat. 33.3)–3 MT/Annum ETP Sludge/ Collection, Storage, Disposal At Approved TSDF Site Edge Cutting Waste(Cat.23.1- 6 MT/Annum) : Collection, Storage & send to Evaporator common incinearion facility/ co prosessing Residue

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Wastewater Remarks/Mitigation Generation

(cat. 35.3)- 10 MT/Annum

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Noise

Noise is generated due to the operation of D.G. set in the proposed project. However, D.G. set is kept as standby and no other source of noise and Inside the plant: <75 vibration is generated from the manufacturing activity except plant dB(A) machineries.Latest technology based low noise D.G. set with acoustic enclosures will be installed.Regular maintenance will be carried out.

Baseline Environmental Status Environmental Details Parameter

Rajkot district is situated in the central part of Saurashtra peninsula. The Physiography topography is mainly rugged and undulating because of the underlying sandstone formations. Temperature: ranging from 12°C in winter to 44°C in summer. Meteorology Rainfall: annual rainfall is around 590 mm Winds are generally high to moderate in summer and the monsoon season. Ambient air quality has been monitored at 10 locations in 10 km radial

periphery for PM10, PM2.5, SO2, NO2& VOC Range of values recorded in the study area during March 2019 to May 2019 3 PM10 = 51.49-94.1 μg/m , 3 PM2.5 = 22.16 – 40.5 μg/m , 3 SO2 = 5.79 – 10.4 μg/m , 3 NO2 = 10 – 19.8 μg/m , Ambient AirQuality VOC = B.D.L 1th March to 20th March 2020; 3 PM10 = 52.80 – 95.8μg/m , 3 PM2.5 = 20.1-38.9μg/m , 3 SO2 = 5.9-12.4 μg/m , 3 NO2 =10.4 – 19.90μg/m , VOC = B.D.L

Range of recorded value during study period March 2019 to May 2019; Day time: Leq range – 46.1 – 64.3 dB(A) Noise Level Night time: Leq range – 37.9- 57.4 dB(A) 1th March to 20th March 2020; Day time: Leq range – 45.9 – 62.8 dB(A) Night time: Leq range – 33.4- 58.3 dB(A)

08 groundwater samples have been drawn within the 10 km study area and 5 WaterResources surface water samples have been drawn within 10 km study area. &Quality Ground water qualities and Surface water qualities in terms of various essential and desirable characteristics are found within the limits specified by IS 10500:2012. Land use/ The land use in the immediate vicinity consists of presence of several LandCover pattern. industries, Waste land followed by Crop land and water bodies.

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Environmental Details Parameter

The satellite imagery indicates major portion of the land-use in the 10 km radial periphery covered by Agricultural land 74.98%, followed by Open scrub land 10.35%. The Settlement is observed in 1.49%. No significant wild life habitat is reported. There is no National Park in the EcologicalLayout study area. No endangered species of flora & fauna are observed or recorded in the study area.

Conclusion This proposed plant is for manufacturing of synthetic resin adhesives within plant premises. The wastewater generated from manufacturing process will be 5.8 KLD.The wastewater will be generated from operation of boiler and cooling tower with low pollution potential. The utility will be operated with proper Air Pollution Control Measure. There will be no process gas emission. The Hazardous waste will be stored separately and disposed in proper manner. From the overall study and evaluation of impacts, it can be concluded that the overall negative impact from various activities on different environmental parameters is negligible with proper EMP in place. Even the negative impacts can be converted into positive beneficial impact with proper and timely implementation of EMP. Hence project can be considered environmentally safe & fit.

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Chapter 1 Introduction and Background

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1.1 Purpose of the Report The proposed products falls under Category A 5(f) as stated in Environment Impact Assessment Notification Published on 14th September, 2006. Hence, project proponent has to obtain Environment Clearance from the Ministry of Environment, Forest & Climate Change (MoEF&CC), New Delhi.

The EIA study includes determination of baseline conditions, assessment of the Impacts on the environment due to the construction and operation of the project and making recommendations on the preventive measures to be taken, to minimize the impact on the environment to acceptable levels. A suitable post-study monitoring program will be outlined.

As per the requirements of the notification, EIA report has been prepared to comply with the TOR points issued by EAC, MoEF& CC and New Delhi vide their Letter No. No. IA-J-11011/26/2019-IA- II (I) for Manufacturing of Synthetic Organic Chemicals.

The purpose of the Environmental Impact Assessment study and report is to comply with the ToRs issued by the Ministry of Environment, Forest & Climate Change as a part to obtain Environmental Clearance. Most importantly the purpose of this EIA study is to identify and to suggest mitigative /preventive measures for adverse environmental impacts in a timely manner.

1.2 Identification of Project & Project Proponent 1.2.1 Identification of Project Proposed Project M/s. Dell Laminate is proposing their unit manufacturing capacity of Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Urea Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin and Laminated Sheets at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B),at Bharudi -360 311,Ta. Gondal, Dist. Rajkot, Gujarat, India

1.2.2 Identification of Project Proponent The details of the Proponents and their Background are given as below:

Table 1: Details of Project Proponent

Sr. No. Name of the Partner Background 1. Chirag kumar Chandubhai Makadia Sales & Marketing 2. Bhavin kumar Manvar Finance 3. Vimal kumar Mansukhbhai Manvar Plant Control/ Technical 4. Mahendrabhai Mansukhbhai Manvar Management

1.3 Brief description of nature, size, location of the project and its importance to the country, region 1.3.1 Brief description of nature & size of Project M/s. Dell Laminate is proposing their unit manufacturing capacity of Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Urea Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin and Laminated Sheets. Total Production capacity of unit is 1,90,000 Nos./Month. Total available land area of premises is 1084.03 m2

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1.3.2 Location of Project Site Proposed unit is located at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311,Ta. Gondal, Dist. Rajkot, Gujarat, India. Latitude: 22° 4'1.80"N Longitude: 70°46'26.40"E. Nearest major town Gondal which is 12.44 km far from the project site in South direction.

1.3.3 Importance of Project to the Country & Region Resins are used predominately in the wood based product manufacturing industry as adhesives. Growth of the resin market is strongly correlated to construction/modelling activity (which accounts for over 50% of consumption), and to a lesser degree, to the automotive industry. The products like these Resins (Urea Formaldehyde Resin, Melamine Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin and Phenol Formaldehyde Resin) are mainly used to manufacture Laminated Sheets. These sheets have good market demand to develop the home and office for furniture to meet the current and future market demand.

India has now more than 200 laminates producing establishment that includes every kind of laminates. The top brands with strong market foundation have expanded their capacities during last 3 to 4 years, sighting rise in domestic and international demand. The massive surge in Laminates manufacturing capacity has also happened in the country and 18 percent tax slab has boosted the morale of industry as well as stockiest across the country and regions.

1.4 Scope and Methodology of the study The EIA study includes determination of baseline conditions, assessment of the Impacts on the environment due to the construction and operation of the project and making recommendations on the preventive measures to be taken, to minimize the impact on the environment to acceptable levels. A suitable post-study monitoring program will be outlined. Environment Management Plan will be given based on the emissions and feasibility report. As per the guidelines, the generic structure of EIA is considered as mentioned in EIA notification dated 14th September, 2006. The scope of study based on MoEF & CC/CPCB guidelines is tabulated below:

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Figure 1: Methodology of EIA Study

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Table 2: Scope of Study Environmental No. of Observations Aspects Locations One season site specific meteorological status of the study was carried out for prediction of ground level Meteorology - concentration in All the direction (Up Wind, Down Wind & Cross Wind). The prevailing ambient air quality status was established through a network of stations monitored during the period of March - 2019 to May - 2019. The ambient air Ambient Air quality monitoring as per the parameters prescribed in 08 Quality TOR was carried out within the study area of 10 km. Prediction of impacts on air quality due to proposed operations were carried out through application of air quality models. The water quality data with respect to physicochemical, biological parameters and heavy metals were analyzed to established baseline water quality of study area of 10 Surface Water:05 Water km. The wastewater generation, its characterization and Ground Water:08 management were carried out which was used in assessing the impact of the project on water environment. Noise level measurements were carried out around the project site, data were also analyzed for establishing Noise 08 baseline status of noise and it was used in assessing the impact of the project on noise & vibration environment. Soil samples were collected and have been analyzed to Soil 08 understand nutrient status as well as assessing the impact of the project on soil environment. Flora and fauna species was listed based on the available secondary information. Study of flora and fauna was Ecology -- carried out within 10 km radius around the proposed project. Geological and Geo-hydrological investigation work has Geology & -- been carried out in and around the study area to know Geohydrology the status of the study area. Risk Assessment study has been carried out to evaluate Risk and Hazard risk, assess its impact associated to the proposed project -- Analysis activity --and plan the appropriate action to control risk by the most economical means. Existing baseline status of the socio-economic profile of the study area with reference to demographic structure, Socio-economic provision of basic amenities, health status incorporating -- data economic pattern in the nearby rural areas (10 km radius) were undertaken, it was used in assessing the impact of the project on socio-economic environment.

1.5 Regulatory Framework The proposed project will abide and function under the purview of the following Rules, Acts & Regulations which are formulated by the government to protect environment and maintain good environmental conditions.

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Table 3: Regulatory Framework Legal Instrument (Type, Ref., Concern Authority or Sr. No. Applicability Year) Bodies 1 Air (Prevention and Control of CPCB and SPCB Air emission from Pollution) Act, 1981 and its stack attached to subsequent amendments Boiler, TFH & D.G. set Process Gas Emission from Laminated Sheet Dryer 2 Water (Prevention and Control of CPCB and SPCB Wastewater generation Pollution) Act, 1974 and its from industrial subsequent amendments activities as well as from domestic activities. 3 Water (Prevention and Control of CPCB and SPCB Wastewater generation Pollution) Rules, 1975 and its from industrial subsequent amendments activities as well as from domestic activities. 4 The Environment (Protection) Ministry of Environment Production of Act, 1986 & Environmental and Forests, & Climate Synthetic Organic (Protection) Rules, 1986 and their Change (MoEF&CC), Chemicals (Resins) subsequent amendments CPCB and SPCB 5 Hazardous and Other Wastes MoEF&CC, CPCB, Generation of Solid & (Management and Trans SPCB, DGFT, Port Hazardous Wastes boundary Movement) Rules, Authority and Customs from industrial 2016 Authority activities. 6 Manufacture Storage and Import MoEF&CC, Chief Storage of hazardous of Hazardous Chemicals Rules, Controller of Imports and chemicals within the 1989 amended 2000 Exports, CPCB, SPCB, plant premises. Chief Inspector of Factories, AERB, Chief Controller of Explosives, District Collector or District Emergency Authority, CEES under DRDO 7 Chemical Accidents (Emergency Ministry of Environment, Storage of hazardous Planning, Preparedness and Forests & Climate chemicals within the Response) Rules, 1996 Change, Chief Controller plant premises. of Imports and Exports, CPCB, SPCB, Chief Inspector of Factories, AERB, Chief Controller of Explosives, District Collector or District

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Legal Instrument (Type, Ref., Concern Authority or Sr. No. Applicability Year) Bodies Emergency Authority, CEES under DRDO. 8 EIA Notification, 2006 and its MoEF&CC, SPCB Production of subsequent amendments Synthetic Organic Chemicals 9 Public Liability Insurance Act, MoEF&CC, District Industrial units 1991 amended 1992 & Public Collector manufacturing Liability Insurance Rules, 1991 chemical products. and its subsequent amendments 10 The Factories Act, 1948 Ministry of Labour, Industrial units DGFASLI and manufacturing Directorate of Industrial chemical products . Safety and Health/Factories Inspectorate 11 The Explosive Act ,1884 Ministry of Commerce Storage of Methanol and Industry (Department (to be used for of Explosives) viscosity adjustment of resins) 12 Noise Pollution (Regulation and CPCB and SPCB Noise may be Control) Rules, 2000 and its generated due to amendments industrial activities.

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Chapter 2 Project Description

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2.1 Type of Project M/S. Dell Laminate is proposing the manufacturing of Melamine Formaldehyde Resin, Phenol Formaldehyde Resin, Urea Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin.Manufacturing of Cardanol Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Phenol Formaldehyde Resin & Urea Formaldehyde Resins are covered under Category 5(f) ‘A’ as per the EIA Notification, 2006 and its subsequent amendments. 2.2 Need for the Project The products like these Resins (Urea Formaldehyde Resin, Melamine Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin and Phenol Formaldehyde Resin) are mainly used to manufacture Laminated Sheets. These sheets have good market demand to develop the home and office for furniture to meet the current and future market demand.

The Indian plywood and laminates industry manufactures various engineered woods like Plywood, Laminates, MDF and Veneers. Plywood is the most demanded product of the industry followed by laminates.

The market for plywood and laminates is mainly driven by increasing demand from housing market. The demand has increased due to growing significance of new construction industry. Plywood and laminates have become an indispensable part of big and evolving markets like real estate market, furniture market, modular kitchen market as well as the flooring market. The increased demand in these markets triggers the demand in the plywood and laminates markets. Apart from this, increasing urban population, rising per capita income and a gradual shift towards non-food industry are other key factors driving the growth of plywood and laminates industry in India. Further, the implementation of Goods and service Tax (GST) has provided an impetus to plywood and laminate industry.

2.3 Location (maps showing general location, specific location, project boundary & project site layout) Project Location The proposed project site is located at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat, India.

2.3.1 Coordinates of the proposed project site are: Latitude: 22° 4'1.80"N Longitude: 70°46'26.40"E The index map is given in Figure. Google map showing surrounding area in 2, 5 &10 km radius from the project site are given as Figure.

Point Latitude Longitude Project Site 22° 4'1.80"N 70°46'26.40"E A. 22° 4'2.90"N 70°46'25.33"E B. 22° 4'2.84"N 70°46'26.77"E C. 22° 4'1.02"N 70°46'27.33"E D. 22° 4'0.87"N 70°46'26.25"E

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Figure 2: Index Map

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Figure 3: Google Map of project site

Figure 4: Google Map showing 2, 5, 10 km radius from the Project Site

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Figure 5: Google Map showing 10 km radius from the Project Site

Figure 6: Plant Layout

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2.4 Justification of Site Selection The unit is located at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat, India and site selection was guided by many factors like availability of land, water sources, fuel, transportation availability etc. 2.5 Specific site selection criteria for the proposed project are given below: The project site is highly developed with all basicfacilities such as proximity to man power, electricity, water supply, transportation, telecommunication systems etc. Proposed project site is approximately 1 km away from National Highway no. 8B which is well connected to other state highways as well as national highway. Transport facilities for all over India are sound at project site. The project site is intended for the industrial purpose and thus no displacement of population will take place. There is no protected area notified under the Wild Life (Protection) Act (1972) &Eco sensitive area notified under the Environment (Protection) Act- 1986 exists within 10 km radius areas from the project site. The requisite skilled, semi-skilled and unskilled labour from local area would be easily available. Salient features in the surroundings area of the proposed site as well as infrastructure availability with approximate aerial distance and direction are as given below: Table 4: Environmental Aspects

Sr. No Important Features Description Survey no. 22, plot no. 1, B/h. Pentagon Forgings, 1 Locations National Highway-27 (8B),at Bharudi 360311,Taluka:Gondal,Dist.Rajkot,Gujarat, India 2 GPS Coordinates Latitude:22°4'.1.80"N Longitude:70°46'26.40"E 3 Temperature Range 24°C & 42°C 4 Mean Sea Level 132 m (420 ft.) 5 Annual Rainfall 674 mm 6 Nearest Railway Station 6.55 Km NNW.Ribda Railway Station 7 Nearest Police Station 14 Km S, Gondal Police Station 8 Nearest fire station 13 Km S, Fire Station Gondal 9 Nearest Bus Stand 13.8 Km S, ST Bus Station Gondal 1 Nearest water body 7.64 Km SE, Veri 0 1 Nearest Airport 26.74km- Rajkot 1 1 Nearest Town 11.94km SSE Gondal 2 1 Nearest Village 1.40km NNW, Bharudi 3 1 Nearest National Highway 0.87km East, NH 8B 4 1 National Parks/Sanctuary None within 10 km 5 1 Nearest Forest area Not within 10 Km 6 1 Archaeological Sites Not within 10 Km 7

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1 Defense Installations Not within 10 Km 8

2.6 Details of Project Land M/s. Dell Laminate has obtained Consent to Operate (CTO) from GPCB for manufacturing of laminated sheets using ready made resins at Survey No. 22, plot no. 1, B/h. Pentagon Forgings, National Highway- 27 (8B), at Bharudi -360311,Ta. Gondal, Dist. Rajkot, Gujarat, India. The project proponent has now planned to manufacture resin on its own rather than procuring the same from open market to make the project of laminated sheet manufacturing economically viable. Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Urea Formaldehyde Resin, Cardanol Phenol Formaldehyde Resin will be manufactured at the same location where laminated sheets manufacturing activity is to be carried out. Land possession document and non-agricultural (NA) land certificateis enclosed as Annexure-2. Total available land area of premises is 1084.03 m2, out of which 358 m2 (33 %) area will be developed for greenbelt. It may be noted that no additional land will be required for proposed project. Detailed breakup of land area is given in Table and Plant Lay-out is shown in Figure.

Table 5: Area Break Up Sr. No. Details of Land Total Area (Sq. m.) Percentage (%) 1. GreenBelt Area 358 33.02 2. Godown 217.99 20.10 3. Office 10.99 1.01 4. Electric Room 6.61 0.60 5. Labour Room-1 14.74 1.35 6. Labour Room-2 9.86 0.90 7. WC & Bath Area 3.16 0.29 8. ETP Area 12.12 1.11 9. Parking Area 121.52 11.21 Open Area (Including unused 10. 296.03 + 33.01 30.35 land) Total 1084.03 100

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Table 6: List of Industries Sr. No. Name of Industry Distance Direction 1 Veer Polyplast 1.35 km NNW 2 Veer Polytech 1.29 km NNW 3 Tulsi Agro Food Industries 1.28 km N 4 Nikoo Precision Cast Pvt.Ltd 1.10 km NNE 5 Fortune Industries 0.33 km NE

Figure 7 Google map showing the industries within 10 km of M/s. Dell Laminate.

2.7 Capital Cost of the Proposed Project and Plant Layout The breakup of the Total Capital Cost is given Table 7: Capital Cost of Proposed Project Sr. Cost(Rs. in Lakhs) Particulars No. Proposed 1. Land On Rent 2. Plant & Machineries 90 Site Development & Other 3. 5.47 Assessories Total 95.47 It is expected that the project will start within 1 month from the date of grant of EC.

2.7 Size or magnitude of operation (incl. Associated activities required by or for the project) 2.7.1 Details of Products & Raw Material Consumption

Table 8: Details of Products & Raw Material Consumption Raw CAS Name of the As per Total- Name of the raw Material Number product CTO MT/Month material Quantity - 175 Urea 70 57-13-6.

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Formaldehyde 50-00-0 Urea 103.25 (37%) Formaldehyde 1310-73-2 Resin Caustic Soda 0.875

Acetic Acid 0.875 64-19-7 Melamine 12 108-78-1 Melamine Formaldehyde 50-00-0 17.85 Formaldehyde - 30 (37%) Resin 1310-73-2 Caustic Soda 0.25

Phenol 29 108-95-2 Cardanol Phenol Formaldehyde 50-00-0 42.125 Formaldehyde (37%) - 75 Resin 1310-73-2 Caustic Soda 0.375

Cardanol 7.25 501-26-8 Phenol 36.25 108-95-2 Phenol Formaldehyde 50-00-0 Formaldehyde 42.15 - 75 (37%) Resin 1310-73-2 Caustic Soda 0.375

Laminated Sheet Kraft paper 50 - 1,90,000 1,90,000 (Non EC existing Nos./Month Nos./Month Design Paper 15 - Products) *Cardanol Phenol Formaldehyde & Phenol Formaldehyde contains water from the process. *Raw Material & Product will be transported by road.

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Table 9 Details of Total Raw Material Consumption per month Sr. No. Raw Material Total Consumption (MTM) 1. Urea 70 2. Formaldehyde (conc. 37%) 205.375 3. Acetic acid 0.875 4. Melamine 12 5. Phenol 65.25 6. Caustic Soda 1.875 7. Cardanol 7.25 8. Kraft Paper 50 9. Design Paper 15

2.8 Proposed schedule for approval and implementation M/s.Dell Laminate has obtained Consent to Operate (CTO) from Gujarat Pollution Control Board (GPCB) for manufacturing of laminated sheets using ready made resins at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311,Ta. Gondal, Dist. Rajkot, Gujarat, India.The project proponent has now planned to manufacture resin on its own rather than procuring the same from open market to make the project of laminated sheet manufacturing economically viable.

The products like Melamine Formaldehyde Resin, Phenol Formaldehyde Resin, Urea Formaldehyde Resins &Cardanol Phenol Formaldehyde Resins fall under CategoryA 5(f) as stated in Environment Impact Assessment Notification Published on 14th September, 2006. Further, the location of the proposed project is outside notified industrial estate and it does not fall in Small Scale Industrial Unit criteria as per the Notification under 25th June 2014. Hence, project proponent has to obtain Environment Clearance from the Ministry of Environment, Forest & Climate Change (MoEF&CC), New Delhi.

As per the requirements of the notification, an application was submitted to Ministry of Environment and Forest on dated 28.01.2019 along with Form-1, Pre-Feasibility Report and Draft terms of Reference (ToR). After this ToR Letter was issued by MoEF&CC, ToR Vide letter No. IA-J-11011/26/2019-IA- II (I) 2.9 Process description 2.9.1 Manufacturing Process of Urea Formaldehyde Resin • All the raw materials like Formaldehyde, Caustic Soda, Acetic Acid and Urea will be mixed in a closed Reaction vessel. • The mixture will be stirred and heated up to60˚C. • When the temperature reaches 60˚C, stop heating. • Reflux will be carried out up to 98˚C for 30 minutes. • Vacuum Distillation will be carried out to remove moisture. • The mass is cooled. • Phenol Urea Formaldehyde Resin is ready.

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Chemical Reaction

Flow Chart:

Acetic`Acetic acid (0.025 acid (0.01 T/Batch) MT/Batch) Formaldehyde (2.950 MT/Batch)Formaldehyde (1.180MT/ Addition and heating Caustic Soda (0.025 MT/Batch) Batch) Urea (2.000 MT/Batch) Caustic Soda (010MT/Batch) Heating 60oC and Urea (0.800MT/Batch Reflux for 30 Minutes

Vaccum Distillation

Cooling

Urea Formaldehyde Input: 5.00MT/Batch Resin (5MT/Batch) Output: 5.00MT/Batch

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Mass Balance: Batch Size 5MT Working days 25 per month No. of batch 35 Batch Time 5hrs

Table 10: Details of Raw Materials for Urea Formaldehyde Resin Material MT/MT of Product MT/Batch MT/Month Input Urea 0.400 2.00 70 Formaldehyde (37%) 0.590 2.95 103.25 Caustic Soda 0.005 0.025 0.875 Acetic Acid 0.005 0.025 0.875 Total 1.00 5.00 175 Output Urea formaldehyde resin 1.0 5.00 175 Total 1.0 5.00 175

2.9.2 Manufacturing Process of Melamine Formaldehyde Resin • All the raw materials like Melamine, Formaldehyde and Caustic Soda will be added in the Limped Reaction vessel. • The mixture will be stirred and heated up to95°C. • Reflux will be carried out 95°C for 30 minutes. • The mixture will then be cooled. • Melamine Formaldehyde Resin will be ready. Chemical Reaction

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Flowchart

Melamine (0.800MT/Batch) Addition and Heating Formaldehyde (1.180MT/ Batch) Caustic Soda (0.010MT/Batch)

Heating and reflux

Cooling

Melamine Input: 2.00 MT/Batch Formaldehyde Resin Output: 2.00 MT/Batch (2MT/Batch)

Mass Balance:

Table 11 Details of Raw Materials for Melamine Formaldehyde Resin MT/MT of Material MT/Batch MT/Month Product Input Melamine 0.400 0.200 12 Formaldehyde (37%) 0.599 0.297 17.97 Caustic Soda 0.005 0.0045 0.15 Total 1.00 0.5 30.12 Output Melamine formaldehyde resin 1.00 0.5 30 Total 1.00 0.5 30

Batch Size 2MT Working days 25 per month No. of batch 15 Batch Time 2hrs

2.9.3 Manufacturing Process of Cardanol Phenol Formaldehyde Resin • All the raw materials like Formaldehyde, Phenol, Cardanol& Caustic Soda will be added in Limped Reaction vessel • The mixture will be stirred and heated up to 60°C. • When the temperature reaches 60°C, stop heating. • Reflux will be carried out 98°C for 30 minutes • Vacuum Distillation is carried out to remove moisture.

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• The mixture will then be cooled. • Cardanol Phenol Formaldehyde Resin is ready.

Phenol (0.966 MT/Batch) Caustic Soda (0.0125 Addition & Heating MT/Batch) Cardanol (0.2425 MT/Batch) Formaldehyde (1.404 MT/Batch)

Heating & Reflux

Effluent: 0.125

Cooling

Phenol Input: 2.625 Formaldehyde Output: 2.625 Resin (2.5 MT/Batch)

Batch Size 2.5 MT Working days 25 per month No. of batch 30 Batch Time 5 hrs Mass Balance:

Table 12 Details of Raw Materials for Cardanol Phenol Formaldehyde Resin Material MT/Batch MT/MT of Product MT/Month Input Phenol 0.966 0.3864 29 Cardanol 0.2425 0.097 7.25 Formaldehyde (37%) 1.404 0.562 42.125 Caustic Soda 0.0125 0.005 0.375 Total 2.625 1.0504 78.75 Output Cardanol Phenol Formaldehyde 2.5 1 75 Wastewater 0.125 0.0504 3.75 Total 2.625 1.0504 78.75

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2.9.4 Manufacturing Process of Phenol FormaldehydeResin • All the raw materials like Phenol, Formaldehyde & Caustic Soda will be mixed in the Reaction vessel. • The mixture will be stirred and heated up to 60°C. • When the temperature reaches 60°C, stop heating. • Reflux will be carried out 98°C for 30 minutes. • Vacuum Distillation is carried out to remove moisture. • The mixtures will then becooled. • Phenol Formaldehyde Resin is ready.

Flowchart:

Phenol (2.417MT/Batch) FormaldehydePhenol (2.808MT/Batch) (2.417MT/Batch) Addition and heating Caustic Soda (0.025MT/ Batch) )

Heating 60oC and Reflux for 30 Minutes

Vaccum Distillation Wastewater: 0.25 MT

Cooling

Phenol Formaldehyde Resin (5MT/Batch) Input: 5.250MT/Batch Input: 5.250MT/Batch

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Mass Balance

Table 13 Details of Raw Materials for Phenol Formaldehyde Resin Material MT/Batch MT/MT of Product MT/Month Input Phenol 2.417 0.4834 36.25 Formaldehyde (37%) 2.808 0.5616 42.125 Caustic Soda 0.025 0.005 0.375 Total 5.25 0.525 78.75 Output Phenol formaldehyde resin 5 1 75 Wastewater 0.25 0.05 3.75 Total 5.25 1.05 78.75 2.9.5 Manufacturing Process of Laminated Sheets Batch Size 5 MT Working days 25 per month No. of batch 15 Batch Time 5 hrs Kraft paper will be impregnated with Phenol or Urea Formaldehyde Resin and will be passed through the drier machine and storedseparately.

Base paper and overlay tissue will be impregnated with Melamine Formaldehyde Resin and will be passed through the drier machine and stored in A/C room under controlled condition.

Overlay Tissue, base paper and Kraft will be taken in assembly section for making laminateassembly.

These assemblies will be then kept into individual daylights of multi daylight Hydraulic Press with the help of loading and unloading machines.

The laminated sheet will be trimmed by means of circular saw. Its backside will be roughene by putting it in sanding machine. This sheet will be then taken for inspection and gradation. It will be then segregated, wrapped and packed for dispatch.

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Process Flow Diagram:

Kraft paper Phenol/Urea Kraft paper impregnated by Kraft Coating Phenol/Urea Formaldehyde Resin Formaldehyde resin

Design Paper impregnated by Design Coating Melamine Formaldehyde Resin Design Paper,

Methanol CondensorMelamine Formaldehyde Resin Methanol (When Phenol Drying Formaldehyde is used)

Methanol (When Pheonol Methanol condensor

Formaldehyde is used) Pressing

Cutting Edge cutting waste

Sanding, Gradation &Packing

Finished product: Laminated sheets

Mass Balance Table 14 Details of Raw Materials for Laminated Sheets Material MT/MT of Product MT/Batch MT/Month Input Kraft paper 0.342 10.4 260 Design Paper 0.044 1.35 33.75 Resin 0.617 18.75 468.75 Methanol 0.115 3.5 87.5 Total 1.118 34 850 Output Laminate sheet 1.00 30.5 760 Edge cutting waste 0.001 0.034 0.85 Methanol vapour 0.096 2.854 72.85 Drying loss 0.021 0.612 16.3 Total 1.118 34 850

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2.10 Raw Materials Requirement with Storageand Transportation Details Mostly all raw materials are available in local market, thus thosewill be purchased from local market. The convenient transportation medium will be used for the transportation of raw materials. Storage detail of raw materials and products are given below;

Table 15: Details of Raw Material Storage

Sr. Max.Storage Capacity Physical Raw material Type of storage No. at a time state 1. Melamine 3 MT Solid HDPE Bags 2. Urea 17.5 MT Solid HDPE Bags 3. Phenol 10 MT Liquid MS Tank 4. Formaldehyde (37%) 10 MT Liquid MS/HDPE Tank 5. Methanol 10 MT Liquid MS Tank 6. Caustic Soda 0.5 MT Solid HDPE Bags 7. Cardanol 2 MT Liquid HDPE Barrels 8. Acetic Acid 0.2 MT Liquid HDPE tank 9. KraftPaper 13 MT Solid - 10. Design Paper 4 MT Solid - 2.11 Solvent Requirement & Recovery System In the manufacturing of laminated sheets, Methanol is used as a solvent which helps to let down the viscosity of resins so, that resins can be applied uniformly on the surface of the sheet. During the drying process of laminated sheets this Methanol is likely to liberate as a vapor, this methanol vapor is collected by hood attached with dryer. Hence, the exhaust of the dryer is connected to the condenser, where cool water is circulated continuously to condense the Methanol vapor, thus Methanol will be 90% recovered. The recovered Methanol will be reused in the process/sold in domestic market.

Water Outlet CondensorCondensor

Methanol Water Inlet

Duct Line Receiver

Dryer Dryer

Methanol Holding Tank

Figure 8 Solvent Recovery System

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2.12 Requirement of Resources: There are requirement of resources like water, power, fuel, manpower, plant & machineries, utilities etc. 2.12.1 Electricity/Power The source of Electricity is Paschim Gujarat Vij Company Ltd. (PGVCL).The power demand for th emanufacturing activity 50 KVA. Table 16: Details of Power Consumption

Sr. No. Source Total 1. PGVCL 50 KVA 2. D.G Set (Stand By) 1 No. x 62.5 KVA 2.12.2 Water For the proposed project, water is required/used for domestic activities, greenbelt development and industrial operations. Total water requirement will be 20 KLD which will be fulfilled from Bore well.

Table 17: Details of Water Consumption & Wastewater Generation

Water Requirement, Waste water Treatment Sr. No. Type of Activity KLD Generation, KLD 1. Domestic 2.5 2.0 Soak Pit 2. Gardening 3.5 - - 3. Industrial 14 3.1 Process 0.0 0.3 3.2 Washing 0.5 0.5 ETP 3.3 RO 13.5 13 (*3 Permeate water from 3.3.1 Permeate ETP in addition) 3.3.1.1 Cooling (From RO permeate) 8 5 3.3.1.2 Boiler (From RO permeate) 5 ETP Total Fresh Water Requirement 20 KLD (1+2+3.1+3.2+3.3) Total water Requirement Industrial 25 KLD (20 Fresh water 5.80 (1+2+3) +5 Permeate from ETP)

Water Balance Domestic Wastewater: Total 2 KLD domestic will be generated which will be disposed in soak pit/septic tank. Industrial Wastewater: Total 5.8 KLD will be generated from industrial wastewater.

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2.12.3 Fuel Fuel is required for Boiler and D. G. Set (Stand-by). White Coal/ Briquettes/ Agro waste will be used in Boiler & High Speed Diesel (HSD), Light Diesel Oil (LDO) will be utilized for D. G. Set. Fuel is purchased from local trader. Details of fuel requirement are given below; Table 18: Fuel Consumption Details Sr.No. Description Fuel type Total White coal 10MT/Day 1. Boiler(3 tonnes) Briqquetes

Agro waste LDO 50 L/hr 2. D.G Set(Stand By) HSD 2.12.4 Manpower Total manpower requirement will be 9 persons, skilled & unskilled, for the operation and maintenance of the project in efficient way. Preference is given to the local people from nearby villages based on their skills as well as our requirements. However, the same will be utilized according to the requirements and type of their work activities. Details of manpower are given in Table below. Some manpower would be requires during construction phase on contract base (approx. 4) and other manpower will be required on permanent base (approx.5) for handling the manufacturing process of Synthetic Resins Adhesives

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Table 19: Details of Manpower

No. of Existing Proposed Employees Total 4 5 9 2.12.5 Plant Machineries & Utilities List of plant machineries required for the proposed project is given in Table below. The actual requirements of utilities and machineries & equipment are not limited to the list given below as some additional minor requirements can also be cited depending up on necessity noticed during installation & operations. Table 20: Details of Plant Machineries

Sr. No. Description Capacity/Size Quantity 1. Reaction Vessels 10 Tonne 3 2. Storage Tanks 3 Tonne 4 3. Hydraulic Press 1 Tonne 1 4. Dryer - 3 5. Boiler 3 Tonne 1 5 Tonnes 6. Reactors 3 Tonnes 3 1 Tonnes

For the production of Synthetic Adhesive Resins, Total 3 Reactors will be required (5MT, 3MT, 1MT). Total Production is of 355 MTM including Urea Formaldehyde Resins, Phenol Formaldehyde Resins, Cardanol Phenol Formaldehyde Resins, and Melamine Formaldhyde Resins. Per day production will be approx. 40 MT which will be fulfilled by 3 reactors as mentioned above. 2.13 Potential and Proposed Control Measures There are possibilities of pollution from the proposed project due to domestic & industrial wastewater generation & disposal, gaseous emission from process, flue gas emission from utilities, fugitive emission, noise and hazardous waste generation &disposal. The said probable pollutions are described below under respective heading with necessary details and mitigation measures. 2.13.1 Wastewater Treatment Total domestic waste water i.e. 2KLD will be disposed to soak pit.

Details of Effluent Treatment Plant  Wastewater will be generated from process, Boiler & Cooling tower blow-down, Washing & R.O. Reject.  Washing water & Process effluent will be collected in collection cum neutralization tank.  Then, wastewater will be given primary treatment in primary settling tank.  After completion of primary treatment, wastewater will be taken to filter press for chemical sludge separation.  Dried sludge will be stored in bags and ultimately disposed of at TSDF Site.  Chemically treated process and washing water will be mixed with cooling tower blow down, boiler blow down& RO Reject in holding tank.  Then, it will be send to two stage MEE plant. From that condensate water will be reuse.

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 Bottom sludge from evaporator will be handled with ETP sludge.  Thus, unit will maintain Zero Effluent Discharge.

Table 21: Details of ETP Units

Name of Units Volume (m3) No. of Unit Collection cum Neutralization tank 1.0 1 Primary Settling Tank 1.0 1 Filter press 0.1 m3/hr. 1 Holding Tank 15 m3/hr. 1 R.O. 2 Plant 1.5 m3/hr. 1 MEE(Multiple Effect Evaporator) Followed 1.0 m3/hr. 1 by condenser

Table 22: Technical details of MEE(Multiple Effect Evaporator) :

Particulars. Volume (liters) Capacity 1000 Liters/hr. (2 m3/hr.) Quantity of Effluent to beevaporated 6160 Liters/Day Working Hours 6-8 hrs Energy Requirement 475335.13 Kcal./Hr.

Figure 11 Schematic Flow Diagram of Effluent Treatment Plant

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Table 23: Characteristics of Effluent

Effluent from Effluent from Source RO Reject process & washing utilities Quantity 0.8 1.5 3.5 pH 6-7 pH 6.5-7.5 pH 6-7 TSS 50-55 mg/L TSS 70-80 mg/L TSS 35-40 mg/L Characteristics TDS 2500-3000 mg/L TDS 2000-2500 mg/L TDS 4000-5000 mg/L COD 220-240 mg/L COD 40-50 mg/L COD 30-35 mg/L

2.13.2 Air Pollution: In this proposed project, flue gas emission will be the main source of air pollution. There will be chances of fugitive emission due to raw material handling and transportation and manufacturing activity. Process Emission: There is no process emission. Flue Gas Emission: Gaseous emissions & DG Set is anticipated. White Coal/Briquettes/ Agro wasteshall be used as fuel. The other gaseous emission from the proposed project is the flue gas emission from the stack attached to D. G. Set. HSD will be used as fuel for D. G. Set. However, the D. G. Set shall be used during emergency purposes only.

Table 24: Details of Flue Gas Stacks Stack Sr. Stacks attached Fuel & its Stack Dia. Capacity Height APCD No. to requirement (m) (m) White Coal/ Briquettes/ Agro Multi 1. Boiler 3 tonne waste 30 0.5 Cyclone [10 MT/day] separator

Adequate D.G Set 2. 62.5 KVA HSD 50 L/hr 6 0.2 Stack (StandBy) Height 2.13.3 Details regarding Hazardous Chemicals used during Production

Table 25: Details of Hazardous Chemicals used during Production

Sr. No according Maximum Threshold limit Type of to Hazardous Hazardouus Storage at a (MT) as per Storage Chemicals rules Chemicals time (MT) Hazardous Chemicals rules 285. Formaldehyde (Conc. < 10 50 MS/HDPE 90%) Tank 2. Acetic acid 0.21875 - HDPE Tank 481. Phenol 10 - MS Tank Solid/Hazardous Waste: The details of hazardous waste generation and handling / management are given in Table below. Unit has provided storage area for hazardous wastes having roof, pucca flooring

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Table 26: Hazardous Waste Details Total Sr. No. Particulars Category Management Qty. Collection, Storage, 1. ETP Sludge 35.3 10 MT/Annum Disposal at Approved TSDF Site / co - prosessing Collection, Storage and used within premises as a 2. Used Oil 5.1 10-15 L/Annum lubricant / sold to registered recycler/ co prosessing Discarded containers Collection, Storage & sold to 3. 33.3 3 MT/Annum /Barrels authorized vendor Collection, storage send to 4 Edge cutting waste 23.1 12 MT/Annum common in incineration facility/co processing

2.13.4 Noise & Vibrations Noise is generated due to the operation of D.G. set in the proposed project. However, D.G. set is kept as standby and no other source of noise. However, unit has taken following adequate precautionary measure for noise and vibration control.  Latest technology based low noise D.G. set with acoustic enclosures is installed.  All the vibrating parts are checked periodically and serviced to reduce the noise generation. The equipment, which generates excessive noise, is provided with enclosures.  Proper and timely oiling, lubrication and preventive maintenance is carried out for the machineries and equipment’s to reduce noise generation.  Ear muffs/ earplugs are also provided to the workers working under high noise area to minimize the adverse effect on their health.  To reduce the noise generation during the transportation activities the transport contractor is instructed to keep vehicle periodically serviced and maintain as per the requirement of latest trend in automobile industry. Only those vehicles with valid PUC’s will be allowed for the transportation purpose.  The transport contractor is also informed to avoid unnecessary speeding of vehicles inside the premises.  Noise monitoring is done regularly at prominent places in the plant.  The proposed greenbelt area helps to prevent the noise pollution outside the premises.

2.14 Assessment of New and Untested Technology The unit will adopt latest and best technology available so far in the market for the manufacturing of proposed products to achieve maximum yield with minimum pollution generation and fugitive emission. The unit is very concerned and conscious about the product quality and equally about the environmental protection & resource conservation. Hence, unit will put continuous efforts for replacing / upgrading plant and machineries from time to time with the best available technology.

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Chapter 3 Description of environment

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3.1 Introduction The baseline environmental qualities of various environmental components like air, noise, water, land, flora and fauna and socio-economic form an important and integral part of an EIA study. The baseline data forms the basis for predicting/assessing the environmental impacts of the proposed project. The baseline environmental quality is assessed through field surveys within the impact zone as well as the secondary data for various components of the environment, viz., air, noise, water, and land and socio- economic.

The proposed project is at the intersection of 22.3039˚N and 70.8022˚E.The report presents the data collected during the sampling period of three months during pre-monsoon season from March’19 to May’19. The one month monitoring data was done from 1th March to 20th March 2020 and suspended due to lockdown.Various environmental components were monitored and samples were analysed.

The baseline quality of various components of the environment viz., air, noise, water, land, biology, meteorological and socio- economic was assessed within the impact zone of about 10 km around the proposed site. Secondary data has also been incorporated from authentic sources viz., Government/Non- Governmental Agencies, Universities, Indian Meteorological Department (IMD), Ground Water Board etc. Various environmental components were monitored and samples were analyzed. Methodology

The methodology for conducting the baseline environmental survey has been obtained from the guidelines provided in the “EIA Guidance Manual for Synthetic Organic Chemicals Industry” issued by the Ministry of Environment Forest and Climate Change (MoEF&CC). Environmental attributes and frequency of monitoring is given below in table: Table 27 Location Details, Period and Methodology of Baseline Data Generation No. of Frequency of Sr. Attribute Parameters Sampling Monitoring / Data No. Locations Collection 1 Meteorology Wind speed & direction, Project Site Data collected from temperature, relative humidity, IMD rainfall. 2 Ambient air PM10,PM2.5, SO2, NO2, CO, 8 24 hourly samples twice quality NH3, HC, Pb, Ozone, Benzene, a week. CO and O3, 8 Benzopyrene, Arsenic, Nickel. hourly samples twice a week. 3 Noise levels Noise levels in dB(A) Leq 8 At least one day in a season for day time and night time on a working & nonworking day. 4 Surface water Physical, chemical and 5 Once in a Monitoring quality bacteriological parameters Period. including pH, temperature, turbidity, magnesium hardness, total alkalinity, chloride, sulphates, fluoride, salinity, DO, BOD, COD, Heavy metals, Total coliforms, fecal coliforms,

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No. of Frequency of Sr. Attribute Parameters Sampling Monitoring / Data No. Locations Collection 5 Groundwater Physical, chemical and 8 Once in a Monitoring quality bacteriological parameters Period. including pH, temperature, turbidity, magnesium hardness, total alkalinity, chloride, sulphates, fluoride, salinity, DO, Heavy metals, Total coliforms, Fecal coliforms, 6 Biological Existing flora and fauna. Study Area Through field visits and environment substantiated through secondary data sources. 7 Soil Physical, chemical and 8 Once in a Monitoring characteristics biological parameters to assess Period. agricultural and afforestation potential including pH, Permeability, Electrical conductivity, Nitrites, Phosphates, TPH, Fluorides, Heavy metals, SAR, Total hydrocarbons and cat-ion exchange capacity. 8 Land use / Land use for different land use Study Area Land use / Land Cover Land Cover Classifications. Analysis using satellite imaging and GIS Technique 9 Socio- Socio-economic Study Area Based on field survey economic characteristics, labourforce and data collected from Environment characteristics, population Census of India statistics existing amenities in the study area and quality of life.

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(Source: Google Earth Image) Figure 12: Location Map of Study area 3.2 Geology Rajkot is one of the most important districts of the Saurashtra. Rajkot district lies between 22.3039° N, 70.8022° E. Rajkot district comprises of 14 talukas, i.e., Rajkot, Kotada Sangani, Gondal, Jetpur, Dhoraji, Upleta, Jamkandorna, Lodhika, Paddhari, Morvi, Maliya, Wankaner, Jasdan and Tankara. Rajkot district has a geographical area of about 11203 sq. km having 23 towns and 835 villages. The population of the district as per Census 2011 is 37, 99,770. The Major rivers flowing through Rajkot district are Bhadar, Aji, Machhu, Demai and their tributaries. Some other small streams are Phulki, Jhinjhora and Ghodadroi. All the rivers, except the Bhadar, have very small catchments and are ephemeral in nature. 3.3 Geomorphology Rajkot district is situated in the central part of Saurashtra peninsula. The northern part of the district bordering the Rann of Kachchh and comprising mainly the Malia taluka, is monotonous alluvial plain country. Towards south, i.e., in Rajkot and Wankaner talukas, the topography is mainly rugged and undulating because of the underlying sandstone formations. The topography in these parts in intersected by ridges form by sandstone and intrusive dykes. Further south, the main underlying rock type is Deccan Trap basalt giving rise to rugged and rolling topography intersected by ridges formed by the dykes. Some of these ridges are as high as 300m AMSL.

The most prominent ridge is situated along the northern boundary of the Bhadar River and runs along the basaltic dyke locally known as Sardhar Dyke. The elevations range from almost sea level to more than 300 m AMSL. The highest point is 304 m located near Bhadala in the east-central part of the district.

The soils found in the district are mostly of Inceptisol and Entisol order and of Othids, Ochrepts, Orthents, Fluvents, Psamments and Aquepts suborder. In the northern most part of the district comprising Malia taluka, the soils are sandy, loamy sand, clayey and silty type. They are moderately deep (25 to 75 cm). The colour of the soils is dark yellowish brown to very dark greyish brown. In the central part of the

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M/s.Dell Laminate, Area 1084.03 sq.m., Survey no. 22, Plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat Proposed to Manufacture Synthetic Resin Adhesive Chemicals - 355 MT/Month district comprising Wankaner, Morvi, Paddhari, Lodhika, Jasdan, Rajkot, Jam Kandorna and Kotada Sanghani talukas, the soils are of clayey loam to clay type. They are moderately deep to deep and vary in colour from very dark brown to very dark greyish brown and reddish brown.

The soils in the southern part of the district comprising Jetpur, Dhoraji, Upleta and Gondal talukas are similar to the soils of the central part. They are clayey loam to clayey type, very dark grey to dark greyish and dark brown in colour and moderately deep (25 to 75 cm).

3.3.1 Land use

Figure 13: Land use/Land cover map

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204.96 393.80 88.19 Lake/Pond 2938.14 56.90 75.64 Urban Built Up 906.92 Fallow Land Industry 3948.83 25.29 Open Scrub Land

22293.11 480.89 Built Up Land Settlement/Gamtal Agriculture Land Quarry River Barren/Rocky Waste Land

Figure 14 Land Use Land Cover of Rajkot District

Table 28 – Land Use Land cover

LULC Class Area In Ha. % of Area Lake/Pond 393.80 1.25% Urban Built Up 88.19 0.28% Fallow Land 2938.14 9.35% Industry 906.92 2.89% Open Scrub Land 3948.83 12.57% Built Up Land 25.29 0.08% Settlement/Gamtal 480.89 1.53% Agriculture Land 22293.11 70.97% Quarry 56.90 0.18% River 75.64 0.24% Barren/Rocky Waste Land 204.96 0.65%

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3.4 Hydrogeology Gondal town located in Rajkot district, in Gujarat state. Gondal is situated at a distance about 30 km from Rajkot city. Ground water has been the main source of water supply. The demand for water increased with increasing population, agricultural activities, steeping up of industrialition and observations formed the basis of striking ground water in past.

Table 29 Major Water Bearing Formations: Weathered & Fractured Basalts & Sandstone aquifer

3.4.1 Ground Water Scenario

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Figure 15 Depth to water level map for the pre-monsoon period 2012

Figure 16 Depth to water level map for the post-monsoon period 2012

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Figure 17: Water level fluctuation map 3.4.2 Geo-Hydrological Features Introduction Area around Gondal Taluka for feasibility of source along Gondali & Chaparvadi river course. The detail is as under; • Geological sequence :- Upper cretaceous of Eocene Deccan Volcanic • Rock type :- Basalt Flows at gramtal (4)- amygdaloidal – 182-157 m MSL • Geomorphic Units & Land forms • PWS – 4 Plateau weathered Shallow 182 to 157 m MSL • Depth of water level :- for Dugwell - 19 mts., Borewell – 20 to 33 mts • Recharge condition :- Limited • Aquifer material weathered rock (WR) Fracture rock (FR) • Type of suitable Well :- D.W.-Dugwell, B.W. Borewell • B.W. depth 130 to 180 mts. – yields 50 to 100 LPM • Homogeneity in the unit :- Moderate • Quality of water :- Portable • Ground water irrigated area :- 20 to 25 % • Recharge structure suitable :- RW (Recharge Well) , RP (Recharge Pit), CD (Checked Dam) • Problems/limitations of the area 3.4.3 Drainage Pattern The area has a drainage pattern which is of the parallel and trellis type and which is controlled by the topography and structure and tectonics of the region. All the small streams flow from the higher grounds

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and meet ultimately Chaparvadi River which flow from North East to South West direction near project area. The area Drainage ultimately meets with Gondali River. Area has diverse landscape made up of small hills, valley, drainage flow, Platue and alluvium plain. Due to terrain constraint it is necessary to adopt proper soil conservation and sand water development and management practice for w/s in sustained basis. Because of short span of monsoon season and limited storage capacity and rapid cut flow for hard rock aquifers, that is need to provide ground water recharge facilities to supplement its which drawl at a time of summer.

Figure 18 Drainage Pattern of the Project Site As various components of the hydrologic system-Catchment runoff, base flow and ground water an integrated at the level of river basins, river basin should be the unit of governance and management of water resource such a system of governance will ensure integration of physical sustainability consideration and the social economical and environmental consideration in water resources management. 3.5 Seismicity of the Study Area

Study area falls in Zone III in seismic zoning map of India, which is classified as moderate damage risk zone (Institute of Seismological Research (ISR), Govt. of Gujarat.

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Figure 19: Seismic Zone of Gujarat State 3.6 Groundwater Resources The Groundwater potential as on March 2018 of Rajkot districtand stages of development is shown in below given table; Table 30 Groundwater Resources Potential

Source: http://cgwb.gov.in/District_Profile/Gujarat/Rajkot.pdf

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3.7 Meteorology Micro meteorological data within the study area, during air quality survey period. Meteorological data recorded during the monitoring period is very useful for proper interpretation of the baseline information as well as for the input to the predictive air pollutants dispersion models. Historical data on meteorological parameters will also pay an important role in identifying the general meteorological status of the region. Site specific data can be compared with the historical data in order to identify changes, which may have taken place due to the rapid industrialization in the area.

The micro-meteorological parameters regulate the transport and diffusion of pollutants released into the atmosphere. The principle variables which affect the micrometeorology are horizontal connective transport (average wind speed and direction), vertical connective transport (atmospheric stability and inversion conditions) and topography of the area. The year may broadly be divided into four seasons.

Winter season : December to February Pre-monsoon season : March to May Monsoon season : June to September Post Monsoon season : October to November Table 31 Meteorological Data (2018)

Maximum Minimum Humidity Wind Speed Rainfall Month temperature temperature (%) Kmph (mm) (˚C) (˚C) January 29 19 30 10.9 0 February 32 22 29 11.5 0 March 35 25 29 14.9 0 April 39 27 33 17.6 0.1 May 41 29 38 23 0 June 38 29 55 25.3 4.2 July 31 27 72 24.5 132.71 August 30 26 74 22.3 35.76 September 32 25 62 16.9 4.21 October 37 28 31 11 1.4 November 34 26 27 11.1 0 December 29 20 27 14.1 0

(Source: https://www.worldweatheronline.com/)

Observation on Meteorology: The meteorological parameters play a vital role in transport and dispersion of pollutants in the atmosphere. 3.7.1 Met Data Generated at Site Site specific climatic condition refers to average weather comprising of temperature, relative humidity, wind speed, rainfall, cloud cover etc. This determines the baseline conditions and probable impacts on

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M/s.Dell Laminate, Area 1084.03 sq.m., Survey no. 22, Plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat Proposed to Manufacture Synthetic Resin Adhesive Chemicals - 355 MT/Month environmental parameters with respect to the Project. The site specific climatic conditions are given below Table: Ambient Temperature :

Monthly variations of monthly highest and monthly lowest temperature recorded are as followed:

Temperature (oC) - March 2019 April 2019 May 2019 Maximum 34 39 40 Minimum 24 27 28 Average 29 34 34

Precipitation:

Precipitation (mm) Month Maximum Minimum Average March 2019 0.0 0.0 0.0 April 2019 0.0 0.0 0.0 May 2019 0.0 0.0 0.0

Humidity:

Humidity (%) Month Maximum Minimum Average March 2019 68 30 30 April 2019 70 38 31 May 2019 74 42 41

Wind Speed:

Wind Speed (km/hr) Month Maximum Minimum Average March 2019 22 Calm 16.5 April 2019 27 Calm 19.8 May 2019 29.8 Calm 23

Meterological Data (1st March 2020 – 20th March 2020)

Month Maximum Minimum Wind Speed Rainfall January temperature34 temperature12 30 Kmph13.9 (mm)0 February 35 12 Humidity34 15.7 0 March (˚ C)41 (˚ 28C) (%)30 16.5 0 April 44 32 31 19.8 2.3 May 43 33 41 23 0 June 44 32 55 24.1 121.7

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July 38 30 66 25.6 175.7 August 34 28 78 21.9 1344 September 35 28 81 15.8 698.8 October 36 22 54 14.5 40.5 November 35 16 46 11.6 8.5 December 31 11 37 16.2 0

Temperature

Temperature (oC) - January 2020 February 2020 March2020 Maximum 27 32 34 Minimum 15 18 20 Average 22 26 28

Precipitation:

Precipitation (mm) Month Maximum Minimum Average January 2020 0.0 0.0 0.0 February 2020 0.0 0.0 0.0 March 2020 0.0 0.0 0.0

Humidity:

Humidity (%) Month Maximum Minimum Average January 2020 60 36 42 February 2020 52 32 29 March 2020 64 38 40

Wind Speed:

Wind Speed (km/hr) Month Maximum Minimum Average January 2020 20.1 Calm 14.1 February 2020 19.8 Calm 14.5 March 2020 23.6 Calm 15.8

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3.7.2 Wind Rose Wind blowing from W to E direction (during 01st March 2019 to 31st May 2019)

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Figure 20: Wind Rose (01st March’2020 to 31stMarch’2020) [From SW to NE]

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3.8 Ambient Air Quality

Reconnaissance: The quality of ambient air depends upon the background concentrations of specific contaminants, the emission sources and meteorological conditions. The study of baseline ambient air quality status in the project area is an essential and primary requirement for assessing the impacts on air environment due to any proposed developmental activity. The baseline studies of air environment include identification of specific air pollution parameters expected to have significant impacts and assessing their existing levels in the ambient air within the impact zone. To assess the baseline status of ambient air quality in the study area, monitoring is undertaken to ascertain the baseline pollutant concentrations in ambient air.

Methodology for air monitoring: AAQM was carried out and AAQM locations were monitored on 24 hourly average basis twice as per guidelines of CPCB and NAAQS. The conventional and project specific parameters such as Particulate Matter PM10 (size less than 10 μm), Particulate Matter PM2.5 (size less than 2.5 μm), Sulphur Dioxide (SO2) & Nitrogen Dioxide (NO2) were monitored.

Selection of Stations for Sampling: For EIA/ EMP, the purpose is to ascertain the baseline pollutant concentrations in ambient air. Accordingly, the criterion can be selected to ascertain quality of air on human settlements or environmentally sensitive areas if any located in the 10 km radius study area.

The locations for AAQM study were selected within the 10 km radius of the proposed plant installation. Ambient air quality was monitored on 8 locations to generate representative ambient air quality data. The sampling locations are shown in Figure and listed in Table.

(Source: Google Earth Pro) Figure 21: Google Image showing Ambient Air Monitoring Locations

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Table 32 Ambient Air Quality Monitoring Locations

Location Name of Distance & Justification Coordinates AAQCode-1 ProjectLocation Site Direction- from Project Site 22° 4'2.59"N 70°46'26.64"E site AAQ-2 Ardoi 4.71 km, ENE Down Wind 22° 2'42.60"N 70°43'30.71"E AAQ-3 Gundasara 7.04 km, NE Down Wind 22° 6'57.77"N70°49'0.29"E AAQ-4 Sindhavadar 6.12 km, WSW Up Wind 22° 2'56.76"N 70°43'27.20"E AAQ-5 Hadamtala 3.30 km, SE Down Wind 22° 3'37.41"N 70°48'22.36"E AAQ-6 Bhojpara 6.57 km, SSE Lateral Side 22° 0'32.64"N 70°46'14.89"E AAQ-7 Vaddhari 6.48 km, W Up Wind 22° 5'16.08"N 70°43'51.55"E AAQ-8 Pipaliya 3.01 km, N Lateral Side 22° 5'43.92"N 70°46'27.60"E

Figure 22: Photographs showing Ambient Air Monitoring

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Table 30 Ambient Air Quality Monitoring Results (24-hour average) March 2019 to May 2019

Benzo HCL, HF, Pb O3 As PM2.5 NO2 CO Ni SO2 NH3 PM10 TVOC C6H6(µ (a) Hbr, Locations (µg/m (µg/ (mg/m 3 (ng/ 3 (µg/m (µg/m (ng/ (µg/m ) 3 (PPb) 3 g/m3) Pyrene Chlorine, 3 (µg/m ) 3 3 (µg/m ) 3 ) m ) ) 3 3 m ) ) ) m ) (ng/m3) H2S,HF(mg /Nm3) AAQ1 Maximum 82.6 37.4 8.9 17.1 0.581 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL [CPCB Minimum 60.1 24.9 7.0 10.0 0.398 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Project Norm NS] Average 72.4 31.2 8.1 13.6 0.312 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Site 98percentile 81.0 36.3 8.8 16.9 0.577 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Maximum 87.00 37.41 9.57 18.2 0.496 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL AAQ2 Minimum 58.60 25.20 6.45 12.37 0.334 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Ardoi Average 72.89 31.34 8.02 15.31 0.415 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL 98percentile 85.62 36.82 9.42 17.91 0.488 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL 8 AAQ3 Maximum 89.8 38.6 9.9 18.9 0.584 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Minimum 60.5 26.0 6.7 12.7 0.393 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Gundasa Average 75.3 32.4 8.3 15.8 0.489 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL ra 98percentile 88.4 38.0 9.7 18.6 0.574 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Maximum 76.32 32.81 8.41 16 0.566 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Minimum 51.49 22.16 5.79 10.8 0.381 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL 5

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AAQ4 Average 63.92 27.58 7 13.4 0.474 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Sindhav 98percentile 76.24 32.52 8.34 15.75 0.557 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL adar 6 AAQ5 Maximum 94.1 40.5 10.4 19.8 0.612 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Minimum 63.4 27.3 7.0 13.3 0.412 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Hadamta Average 78.9 33.9 8.7 16.6 0.513 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL la 98percentile 92.6 39.8 10.2 19.4 0.602 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Maximum 76.2 32.6 9.3 14.8 0.626 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL AAQ6 Minimum 56.4 23.6 6.8 10.8 0.421 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Bhojpara Average 66.4 28.60 8.0 12.7 0.524 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL 98percentile 75.7 32.2 9.2 14.7 0.616 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL AAQ7 Maximum 81.3 35.0 8.9 17.1 0.528 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Minimum 54.7 23.5 6.0 11.5 0.356 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Vaddhar Average 68.1 29.3 7.5 14.3 0.443 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL i 98percentile 80.0 34.4 8.8 16.8 0.520 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Maximum 79.90 34.36 8.79 16.7 0.519 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL AAQ8 Minimum 53.80 23.13 5.92 11.38 0.350 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Pipaliya Average 66.92 28.77 7.36 14.00 0.435 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL 98percentile 78.61 33.80 8.65 16.55 0.511 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

3 3 BDL Values: CL2, HF, H2S < 1 mg/Nm , BDL Values: HCL,1 HBr < 5 mg/Nm

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Table 33: National Ambient Air Quality Standards and Methods of Measurement

National Ambient Air Quality Standards (NAAQS) Time Sr. No. Pollutants Weighted Industrial, Average Residential, Ecologically Methods of Rural and Sensitive Area measurement other area Improved West 1 SO (µg/m3) 24 hours 80 80 2 and Gaeke method. Modified Jacob 3 2 NO2 (µg/m ) 24 hours 80 80 &Hochheiser (Sodium Arsenite). Gravimetric 3 PM (µg/m3) 24 hours 100 100 10 Method Gravimetric 4 PM (µg/m3) 24 hours 60 60 2.5 Method Non Dispersive 5 CO (mg/m3) 8 hours 2 2 Infra Red Spectroscopy Ammonia Indophenol Blue 6 24 hours 400 400 µg/m3) Method UV Photometric 7 Ozone (µg/m3) 8 hours 100 100 Chemical Method 8 Lead (µg/m3) 24 hours 1.0 1.0 AAS 9 Arsenic (ng/m3) Annual 6.0 6.0 AAS 10 Nickel (ng/m3) Annual 20.0 20.0 AAS Benzene Gas 11 Annual 5.0 5.0 (µg/m3) Chromatography Benzopyrene Gas 12 Annual 1.0 1.0 (ng/m3) Chromatography (Source: http://cpcb.nic.in/National_Ambient_Air_Quality_Standards.php)

3.8.2 Observations on Ambient Air Quality:

3.8.2.1 Particulate Matter (PM10): 3) The Concentration of PM10 is maximum (94.1 µg/m at AA5 i.e Hadamtala (NW), that is located at down wind direction due to which the concentration here is maximum. The concentration of PM10 is minimum (51.4 µg/m3) at AA4 i.e. Sindhavadar (SW), that is located at Up wind direction due to which the concentration here is minimum.

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PM10

100 80 Maximum 60 Minimum 40 Average 20 98%tile

Concentrationµg/m3 in 0 CPCB Limit AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08

Sampling Locations

(Source: Analysis GCI)

Figure 23: Graphical representation of PM10 concentration at different locations

3.8.2.2 Particulate Matter (PM2.5): 3) The Concentration of PM2.5 is maximum (40.5µg/m at AA5 i.e Hadamtala (NW), that is located at down wind direction due to which the concentration here is maximum. The concentration of PM2.5 is minimum (22.1 µg/m3) at AA4 i.e. Sindhavadar (SW), that is located at Up wind direction due to which the concentration here is minimum.

PM2.5 70 60 50 Maximum 40 Minimum 30 Average 20 10 98%tile

Concentrationin µg/m3 0 CPCB Limit AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08

Sampling Locations

(Source: Analysis GCI)

Figure 24: Graphical representation of PM2.5 concentration at different locations

3.8.2.3 Sulphur Dioxide (SO2): 3) The Concentration of SO2is maximum (10.4 µg/m at AA5 i.e Hadamtala (NW), that is located at down wind direction due to which the concentration here is maximum. The concentration of SO2 is minimum (5.7 µg/m3) at AA4 i.e. Sindhavadar (SW), that is located at Up wind direction due to which the concentration here is minimum.

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SO2 90 80 70 60 Maximum

µg/m3 50 Minimum 40 30 Average 20 98%tile 10 CPCB Limit 0 Concentrationin AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08

Sampling Locations

(Source: Analysis GCI)

Figure 25: Graphical representation of SO2 concentration at different locations

3.8.2.4 Oxides of Nitrogen (NO2): 3) The Concentration of NO2is maximum (19.8 µg/m at AA5 i.e Hadamtala (NW), that is located at down wind direction due to which the concentration here is maximum. The concentration of NO2 is minimum (10.0 µg/m3) at AA1 i.e. Project Site.

NOx 90 80

70 µg/m3 60 Maximum 50 Minimum 40 30 Average 20 98%tile

Concentrationin 10 CPCB Limit 0 AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08 Sampling Locations

(Source: Analysis GCI)

Figure 26: Graphical representation of NO2 concentration at different locations

Ambient Air Quality Data (1st March’20 – 20 March ’20)

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Location Name of Distance & Justification Coordinates AAQCode-1 ProjeLocationct Site Direction- from Project Site 22° 4'2.59"N 70°46'26.64"E site AAQ-2 Ardoi 4.71 km, ENE Down Wind 22° 2'42.60"N 70°43'30.71"E AAQ-3 Gundasara 7.04 km, NE Down Wind 22° 6'57.77"N70°49'0.29"E AAQ-4 Sindhavadar 6.12 km, WSW Up Wind 22° 2'56.76"N 70°43'27.20"E AAQ-5 Hadamtala 3.30 km, SE Down Wind 22° 3'37.41"N 70°48'22.36"E AAQ-6 Bhojpara 6.57 km, SSE Lateral Side 22° 0'32.64"N 70°46'14.89"E AAQ-7 Vaddhari 6.48 km, W Up Wind 22° 5'16.08"N 70°43'51.55"E AAQ-8 Pipaliya 3.01 km, N Lateral Side 22° 5'43.92"N 70°46'27.60"E

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Table 32-Ambient Air Quality Monitoring Results (24-hour average) (1st March’20 – 20 March ’20)

HCL, HF, Hbr, Benzo Chlorine, PM10 PM2.5 SO2 NO2 CO TVOC NH3 Pb O3 C6H6 As Ni (a) Locations H2S,HF(m (µg/m3) (µg/m3) (µg/m3) (µg/m3) (mg/m3) (PPb) (µg/m3) (µg/m3) (µg/m3) (µg/m3) (ng/m3) (ng/m3) Pyrene g/Nm3) (ng/m3) [CPCB Norm NS] Maximum 78.2 36.5 11.3 18 0.52 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

AAQ1 Minimum 68.3 25.4 7.1 11.3 0.30 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Project Average 71.1 30.0 8.6 13.8 0.41 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Site 98percentile 77.2 35.4 11.1 17.8 0.50 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Maximum 86.3 34.5 8.7 15.8 0.46 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

AAQ2 Minimum 60.5 21.7 5.9 10.8 0.34 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Ardoi Average 74.9 27.5 7.0 14.4 0.41 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

98percentile 85.8 33.9 8.4 15.4 0.45 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Maximum 83.2 38.6 9.1 18.7 0.54 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL AAQ3 Minimum 54.7 26.0 6.9 12.6 0.39 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Gundasar Average 72.4 32.4 8.1 15.4 0.49 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL a 98percentile 82.7 38.0 9.0 18.5 0.53 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

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Table 32-Ambient Air Quality Monitoring Results (24-hour average) (1st March’20 – 20 March ’20)

HCL, HF, Hbr, Benzo Chlorine, PM10 PM2.5 SO2 NO2 CO TVOC NH3 Pb O3 C6H6 As Ni (a) Locations H2S,HF(m (µg/m3) (µg/m3) (µg/m3) (µg/m3) (mg/m3) (PPb) (µg/m3) (µg/m3) (µg/m3) (µg/m3) (ng/m3) (ng/m3) Pyrene g/Nm3) (ng/m3) [CPCB Norm NS] Maximum 71.5 28.6 7.7 13.7 0.56 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

AAQ4 Minimum 57.90 20.2 6.4 12.3 0.38 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Sindhavad Average 65.9 26.3 7.0 11.3 0.47 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL ar 98percentile 71.2 28.2 7.4 13.4 0.55 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Maximum 95.8 38.9 12.4 19.9 0.62 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL AAQ5 Minimum 68.4 24.3 7.0 13.3 0.41 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL Hadamtal Average 79.9 32.4 8.7 16.7 0.53 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL a 98percentile 94.7 38.2 12.1 19.5 0.61 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Maximum 69.4 27.7 8.6 18.8 0.66 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

AAQ6 Minimum 54.5 20.2 7.1 13.3 0.41 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Bhojpara Average 64.7 24.7 7.8 16.4 0.52 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

98percentile 68.9 27.1 8.4 18.2 0.65 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

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Table 32-Ambient Air Quality Monitoring Results (24-hour average) (1st March’20 – 20 March ’20)

HCL, HF, Hbr, Benzo Chlorine, PM10 PM2.5 SO2 NO2 CO TVOC NH3 Pb O3 C6H6 As Ni (a) Locations H2S,HF(m (µg/m3) (µg/m3) (µg/m3) (µg/m3) (mg/m3) (PPb) (µg/m3) (µg/m3) (µg/m3) (µg/m3) (ng/m3) (ng/m3) Pyrene g/Nm3) (ng/m3) [CPCB Norm NS] Maximum 71.3 28.5 7.9 17.6 0.58 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

AAQ7 Minimum 53.8 23.5 6.0 11.5 0.36 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Vaddhari Average 64.7 26.3 7.0 14.8 0.44 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

98percentile 70.9 28.2 7.6 16.9 0.57 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Maximum 67.9 27.3 8.2 12.7 0.51 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

AAQ8 Minimum 52.8 20.1 5.9 10.4 0.35 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

Pipaliya Average 61.9 26.7 7.3 11.4 0.43 - <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

98percentile 67.6 27.1 8.6 12.3 0.50 BDL <20 <0.01 <20 <3.0 <5 <1.0 <0.01 BDL

BDL Values: CL2, HF, H2S < 1 mg/Nm3, BDL Values: HCL, HBr < 5 mg/Nm3, TVOCs < 1PPb

(Source: Primary Data Collection and analysis during study period by Laboratory)

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3.8.3 Observations on Ambient Air Quality:

3.8.3.1 Particulate Matter (PM10): 3) The Concentration of PM10 is maximum (95.8 µg/m at AA5 i.e Hadamtala, that is located at down wind direction due to which the concentration here is maximum. The concentration of PM10 is minimum (52.8 µg/m3) at AA8 i.e. Pipaliya due to that is located at Up wind direction due to which the concentration here is minimum.

PM10

100 80 Maximum 60 Minimum 40 Average 20 98%tile 0 CPCB Limit

AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08 Concentration in µg/m3in Concentration

Sampling Locations

(Source: Analysis GCI)

Figure 27: Graphical representation of PM10 concentration at different locations 3.8.3.2 Particulate Matter (PM2.5): 3) The Concentration of PM2.5 is maximum (38.9 µg/m at AA5 i.e Hadamtala, that is located at down wind direction due to which the concentration here is maximum. The concentration of PM2.5 is minimum (20.1 µg/m3)at AA7 i.e. Vaddhari , that is located at Up wind direction due to which the concentration here is minimum. PM2.5 70 60 50 Maximum 40 Minimum 30 Average 20 98%tile 10 CPCB Limit

Concentration in µg/m3in Concentration 0 AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08

Sampling Locations

(Source: Analysis GCI)

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Figure 28: Graphical representation of PM2.5 concentration at different locations

3.8.3.3 Sulphur Dioxide (SO2): 3) The Concentration of SO2 is maximum (12.4 µg/m at AA5 i.e Hadamtala, that is located at down wind direction due to which the concentration here is maximum. The concentration of SO2 is minimum (5.9 µg/m3)at AA8 i.e. Pipaliya ,that is located at Up wind direction due to which the concentration here is minimum. SO2 90 80 70 60 Maximum µg/m3 50 Minimum 40 Average 30 20 98%tile 10 CPCB Limit

0 Concentration in Concentration AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08 Sampling Locations

(Source: Analysis GCI)

Figure 29: Graphical representation of SO2 concentration at different locations

3.8.3.4 Oxides of Nitrogen (NO2): 3) The Concentration of NO2is maximum (19.9 µg/m at AA6 i.e e Hadamtala, that is located at down wind direction due to which the concentration here is maximum. The concentration of NO2 is minimum (10.4 µg/m3)at AA8 i.e. Pipaliya ,that is located at Up wind direction due to which the concentration here is minimum.

NOx 100

80 Maximum µg/m3 60 Minimum 40 Average 20 98%tile 0 CPCB Limit AA01 AA02 AA03 AA04 AA05 AA06 AA07 AA08

Concentration in Concentration Sampling Locations

(Source: Analysis GCI)

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Figure 30: Graphical representation of NO2 concentration at different locations 3.9 Noise Environment Noise can be defined as an unwanted sound. The definition of noise as unwanted sound implies that it has an adverse effect on human beings and their environment. Noise can also disturb natural wildlife and ecological system. The objective of the noise pollution survey in the study area was to identify existing noise sources and to measure background noise levels. The collection of baseline noise environment data included following steps: Reconnaissance Survey: In order to measure the existing noise sources and to identify the background noise levels, the noise pollution survey around the proposed site was carried out. The collection of baseline noise environment data included identification of noise sources and to measure background noise levels due to transportation and other local activity. Methodology for Noise Monitoring Noise standards have been designated as per the Noise pollution (Regulation & Control) Rules, 2000 Notified by Ministry of Environment and Forests, New Delhi, February 14, 2000. The ambient noise standards are presented in Equivalent noise levels (Leq.) have been measured twice a week during study period.The measurements were carried out at each monitoring location during day time and night time. Noise Monitoring Locations A total of 8 locations were identified for ambient noise monitoring in the study area. The noise monitoring locations are given in Table.

(Source: Google Image) Figure 31: Google Image showing Ambient Noise Monitoring Locations

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Ardoi Industrial Area 22°04'52.32"N 70°49'06.91"E 22°05'20.88"N 70°46'30.77"E Dt: 12/04/19 Dt: 12/04/19

Lunivav Pri. School Near Khareda 22°01'23.12"N 70°50'43.62"E 22°01'55.94"N 70°42'01.16"E Dt: 13/04/19 Dt: 13/04/19

Figure 32: Photographs showing Ambient Noise Monitoring

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Table 34: Ambient Noise Quality Monitoring Locations (March 2019 to May 2019) Day Time Night Time Sr. Location No Zone Units CPCB CPCB name . Result Permissible Result Permissi Limit ble Limit 1. Project Site Industrial dB(A) Leq 64.3 75 57.4 70 Near Sapar GIDC Industrial dB(A) Leq 63.8 75 64.2 70 2. Industrial Zone Lunivav Pri. Silence Zone dB(A) Leq 48.1 50 38.4 40 3. School 4. Ardoi Residential dB(A) Leq 52.9 55 42.5 45 Krishnam Silence Zone dB(A) Leq 46.1 50 37.9 40 5. Hospital 6. Vaddhari Residential dB(A) Leq 53.6 55 43.0 45 7. Near Ribda Commercial dB(A) Leq 58.4 65 53.6 55 Near Commercial dB(A) Leq 60.7 65 54.0 55 8. Khareda

3.9.1 Observation and Discussion; 3.9.1.1 Day Time: The noise levels varied in the study area during day time from 46.1 dB (A) Leq at Krishnam Hospital (Silence Zone) to 64.3 Leq dB (A) at project site.

Day time Noise level in Study area 80 70 60 50 Result 40 30 CPCB Permissible dB(A) Leq dB(A) 20 Limit 10 0 1 2 3 4 5 6 7 8 Sampling Locations

(Source: Analysis GCI) Figure 33: Graphical Representation of Day time Noise Level in the study area 3.9.1.2 Night Time:

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The night time noise level in the study area is in the range of 37.9 dB (A) Leq at Krishnam Hospital (Silence Zone) to 64.2Leq dB (A) at Industrial Area. The night time noise was also within stipulated standards of CPCB.

Night time Noise level in Study area 80 70 60 Result 50 40 CPCB Permissible 30 Limit

20 dB(A) Leq dB(A) 10 0 1 2 3 4 5 6 7 8 Sampling Location

(Source: Analysis GCI) Figure 34: Graphical Representation of Night time Noise Level in the study area

Table 35: Applicable Noise Standards Limit in dB (A) Leq Area Code Category of Area Day Time Night Time A Industrial area 75 70 B Commercial area 65 55 C Residential area 55 45 D Silence zone 50 40 (Source: Noise Pollution Rules, 2000)

Note:

Day Time Night Time

S. No. Location name Zone Units CPCB CPCB Result Permissible Result Permissi Limit ble Project Site Industrial dB(A) Leq Limit70 1. 1 62.8 75 58.3

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Near Sapar GIDC Industrial dB(A) Leq 70 2. Industrial Zone 61.7 75 57.2 Lunivav Pri. Silence Zone dB(A) Leq 40 3. 46.4 50 35.7 School Ardoi Residential dB(A) Leq 45 4. 51.8 55 41.5 Krishnam Hospital Silence Zone dB(A) Leq 40 5. 45.9 50 33.4 Vaddhari Residential dB(A) Leq 45 6. 52.9 55 42.0 Near Ribda Commercial dB(A) Leq 55 7. 57.4 65 52.6 Near Khareda Commercial dB(A) Leq 55 8. 60.2 65 53.4 (Source: Monitoring during Study period by GCI)

3.9.2 Observation and Discussion;

3.9.2.1 Day Time: The noise levels varied in the study area during day time from 45.9 dB (A) Leq at Krishnam Hospital (Silence Zone) to 62.8 Leq dB (A) at project site.

Day time Noise level in Study area 80 70 60 50 Result 40 30 CPCB Permissible dB(A) Leq dB(A) 20 Limit 10 0 1 2 3 4 5 6 7 8 Sampling Locations

(Source: Analysis GCI) Figure 35: Graphical Representation of Day time Noise Level in the study area

3.9.2.2 Night Time: The night time noise level in the study area is in the range of 33.4 dB (A) Leq at Krishnam Hospital (Silence Zone) to 58.3 Leq dB (A) at project site. The night time noise was also within stipulated standards of CPCB.

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Night time Noise level in Study area 80 70 60 Result 50 40 CPCB Permissible 30 Limit

20 dB(A) Leq dB(A) 10 0 1 2 3 4 5 6 7 8 Sampling Location (Source: Analysis GCI) Figure 36: Graphical Representation of Night time Noise Level in the study area Table 37 Applicable Noise Standards Limit in dB (A) Leq Area Code Category of Area Day Time Night Time A Industrial area 75 70 B Commercial area 65 55 C Residential area 55 45 D Silence zone 50 40 (Source: Noise Pollution Rules, 2000)

Note:

• Day time is reckoned in between 6 am and 10 pm. • Night time reckoned in between 10 pm and 6 am. • Silence zone is defined as areas up to 100 meters around such premises as hospitals, education, institutions and courts. The silence zones are to be declared by the Component Authority. Mixed categories of areas should be declared as one of the four above-mentioned categories by the Component Authority and the corresponding standard shall apply. 3.10 Water Quality Reconnaissance Survey Reconnaissance survey has been done for water quality monitoring in the study area. The baseline water quality of ground water/surface water in the region is obtained by collecting sample from villages in the area considering the 10 km radius for the baseline study. Methodology of Monitoring In order to establish the baseline water quality, ground water and surface water sampling locations were selected based on availability, following standard norms and requirement. Ground water samples were collected from the identified hand pumps and bore wells for the characterization of water quality. Selection of surface water sampling locations has been considered as per the utilization pattern of the villagers for domestic/ drinking purposes. The samples collected were preserved, stored and analyzed as per standards methods of Analysis of Water and Waste Water (APHA, 2017). 3.10.2 Ground Water Quality:

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Ground water samples were collected from 8 locations during the study period and analyzed for a number of physico-chemical parameters.

(Source: Google Earth Pro) Figure 37: Google Image showing Ground Water Monitoring Locations

Table 38 Ground Water Sampling Locations Location Name of Distance & Direction Coordinates Code Location from site GW -1 Project Site - 22° 4'0.72"N 70°46'26.56"E GW -2 Ardoi 4.71 km, ENE 22° 5'2.36"N, 70°49'0.10"E GW -3 Gundasara 7.04 km, NE 22° 6'57.77"N, 70°49'0.29"E GW -4 Sindhavadar 6.12 km, WSW 22° 2'14.35"N, 70°44'22.75"E GW -5 Hadamtala 3.30 km, SE 22° 3'37.41"N, 70°48'22.36"E GW -6 Bhojpara 6.57 km, SSE 22° 0'38.71"N, 70°47'33.98"E GW -7 Vaddhari 6.48 km, W 22° 5'16.08"N, 70°43'51.55"E GW -8 Pipaliya 3.01 km, N 22° 5'43.92"N, 70°46'27.60"E (Source: Analysis during study period, GCI)

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Figure 38: Photographs showing Ground WaterSampling

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Table 39: Ground Water Quality in the Study Area (March 2019 to May 2019)

Sr.No Parameter Units Result Permissible Limit as Per Reference Method Sample Identification GW1 GW2 GW3 GW4 GW5 GW6 GW7 GW8 IS 10500:2012 1. pH --- 7.31 7.26 7.39 7.25 7.14 7.21 7.25 7.36 6.5-8.5 APHA 4500 H+ 2. Conductivity µs/cm 1712 2180 2200 2426 2164 2324 1984 2104 - APHA 2510 3. Turbidity NTU <2 <2 <2 <2 <2 <2 <2 <2 5 APHA 2130 4. Color Hazen <5 <5 <5 <5 <5 <5 <5 <5 15 APHA 2120 Agreeab Agreeab Agreeab Agreeab Agreeab Agreeab Agreeable Agreeabl Agreeable 5. Odor - APHA 2150 le le le le le le e Total 6. Dissolved mg/L 918 859 760 1009 860 980 1045 926 2000 APHA 2540 C Solid Total 7. Suspended mg/L <1 <1 <1 <1 <1 <1 <1 <1 - APHA 2540 B Solid 8. Sulphate mg/L 55.1 45.7 61.3 87.6 54.8 68.8 75.1 59.8 400 APHA 4500- SO42 9. Chloride mg/L 275 250 265 245 215 285 269 347 1000 APHA 4500 - Cl- 10. Total Hardness mg/L 157 421 227 365 446 213 356 289 600 APHA 2340 11. Calcium as Ca mg/L 40.06 120.24 60.04 88.18 74.31 65.06 70.21 103.65 200 APHA -3500 Ca 12. Magnesium Mg mg/L 34.02 29.16 41.31 42.25 26.73 34.02 21.8 42.3 100 APHA 3500-Mg 13. Alkalinity mg/L 231 259 243 257 214 382 263 287 600 APHA 2320 14. Copper mg/L <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 1.5 APHA 3500-Cu 15. Zinc mg/L <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 15 APHA 3500-Zn 16. Iron mg/L <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.3 APHA 3500-Fe 17. Lead mg/L <0.01 <0.01 <0.01 <001 <0.01 <0.01 <0.01 <0.01 0.01 APHA 3500-Pb 18. Nickel mg/L <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.02 APHA 3500-Ni 19. Cadmium mg/L <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 0.003 APHA 3500-Cd 20. Fluoride mg/L 0.45 0.42 0.13 0.46 0.37 0.31 0.25 0.47 1.5 APHA 4500-F-

Observation of ground water monitoring results: All the samples were meeting desirable norms for colour (<5 Hazen). All the samples meet the desirable standards (pH ranges from 7.10 to 7.54). TDS in samples ranges from 760 mg/L to 1045mg/L. All the samples meet the permissible limit of 2000 mg/L. Total Hardness in the water ranges from 157 mg/L to 446 mg/L. All the samples meet the permissible limit of 600 mg/L. Calcium content in the water ranges from 40.06 mg/L to 120.24 mg/L, all the samples meet

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the permissible limit of 200 mg/L. Magnesium content in the water ranges from 21.8 mg/L to 42.31 mg/L. All the samples meet the permissible limit of 100 mg/L.Total alkalinity in the water samples ranges from 157 mg/L to 382 mg/L. All the samples are within the permissible limit of drinking water (600 mg/L). Chlorides range from 215 mg/L to 347 mg/L, which are below permissible limits (1000 mg/L).

Hence, it can be observed that ground water qualities in terms of various essential and desirable characteristics are found within the limits specified by IS 10500:2012

Table 40: Ground Water Quality in the Study Area(1th March to 20th March 2020) Sr.N Parameter Units Result Permissible Reference Method o Limit as Per Sample Identification GW1 GW2 GW3 GW4 GW5 GW6 GW7 GW8 IS 10500:2012 1. pH --- 7.44 7.38 7.45 7.18 7.34 7.54 7.19 7.27 6.5-8.5 APHA 4500 H+ 2. Conductivity µs/cm 2245 2080 2100 2228 2154 2202 1189 2119 - APHA 2510 3. Turbidity NTU <2 <2 <2 <2 <2 <2 <2 <2 5 APHA 2130 4. Color Hazen <5 <5 <5 <5 <5 <5 <5 <5 15 APHA 2120 5. Odor - Agreea Agreea Agreea Agreeab Agreea Agreea Agreeable Agreeabl Agreeable APHA 2150 ble ble ble le ble ble e 6. Total mg/L 1472 1364 1380 1456 1434 1448 790 1377 2000 APHA 2540 C Dissolved 7. Total mg/L <2 <2 <2 <2 <2 <2 <2 <2 - APHA 2540 B Solid Suspended 8. Sulphate mg/L 91.1 43.5 60.1 81.6 53.9 64.8 71.8 56.5 400 APHA 4500- SO42 Solid 9. Chloride mg/L 249 269 275 232 241 279 252 317 1000 APHA 4500 - Cl- 10. Total mg/L 254 410 209 315 428 246 326 274 600 APHA 2340 Hardness 11. Calcium as Ca mg/L 48.4 100.2 54.1 81.8 71.7 62.8 71.9 101.5 200 APHA -3500 Ca

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Sr.N Parameter Units Result Permissible Reference Method o Limit as Per Sample Identification GW1 GW2 GW3 GW4 GW5 GW6 GW7 GW8 IS 10500:2012 12. Magnesium mg/L 22.3 27.6 40.1 41.8 23.6 32.1 19.8 40.7 100 APHA 3500-Mg Mg 13. Alkalinity mg/L 187 219 233 242 264 312 270 287 600 APHA 2320 14. Copper mg/L <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 1.5 APHA 3500-Cu 15. Zinc mg/L <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 15 APHA 3500-Zn 16. Iron mg/L <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.3 APHA 3500-Fe 17. Lead mg/L <0.01 <0.01 <0.01 <001 <0.01 <0.01 <0.01 <0.01 0.01 APHA 3500-Pb 18. Nickel mg/L <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 0.02 APHA 3500-Ni 19. Cadmium mg/L <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 <0.002 0.003 APHA 3500-Cd 20. Fluoride mg/L 0.47 0.26 0.18 0.42 0.27 0.43 0.29 0.40 1.5 APHA 4500-F-

(Source: Water Analysis during study period (GCI))

Observation of ground water monitoring results: All the samples were meeting desirable norms for colour (<5 Hazen). All the samples meet the desirable standards (pH ranges from 7.18 to 7.54). TDS in samples ranges from 790 mg/L to 1772 mg/L. All the samples meet the permissible limit of 2000 mg/L. Total Hardness in the water ranges from 210 mg/L to 428 mg/L. All the samples meet the permissible limit of 600 mg/L. Calcium content in the water ranges from 52.4 mg/L to 101.5 mg/L, all the samples meet the permissible limit of 200 mg/L. Magnesium content in the water ranges from 23.6 mg/L to 41.8 mg/L. All the samples meet the permissible limit of 100 mg/L.

Total alkalinity in the water samples ranges from 167 mg/L to 312 mg/L. All the samples are within the permissible limit of drinking water (600 mg/L). Chlorides range from 232 mg/L to 317 mg/L, which are below permissible limits (1000 mg/L).

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Hence, it can be observed that ground water qualities in terms of various essential and desirable characteristics are found within the limits specified by IS 10500:2012

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3.10.4 Surface Water Quality: Surface water samples were collected from 5 locations during the study period and analyzed for a number of physico-chemical parameters.

(Source: Google Earth Pro) Figure 39: Google Image showing Surface Water Monitoring Locations

Table 41 Surface Water Sampling Locations Distance & Location Name of Location Direction from Coordinates Code site 21°59'47.66"N, SW -1 Near Bhojpara 8.4 km, SSE 70°48'30.31"E Near Siddharth 21°58'53.85"N SW -2 9.6 km,SSE Nagar 70°48'13.87"E 22° 3'51.70"N, SW-3 Near Soliya 8.8 km, E 70°51'31.04"E 22° 2'28.91"N, SW-4 Near Lunivav 7.5 km, WSW 70°42'19.90"E 22° 7'15.70"N SW-5 Near Ribda 6.3km N 70°46'39.45"E (Source: Analysis during study period, GCI)

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Figure 40: Photographs showing Surface Water Monitoring

~ 107 ~

Table 42: Surface Water Quality in the Study Area(March 2019 to May 2019) Sr. Parameter Unit Result Reference No. s Method Sample Identification SW1 SW2 SW3 SW4 SW5 1. pH --- 7.59 7.25 7.19 7.81 7.95 APHA 4500 H+ 2. Conductivity µS/cm 1386 529 614 1542 1654 APHA 2510 3. Turbidity NTU <2 <2 <2 <2 <2 APHA 2130 4. Color Hazen <5 <5 <5 <5 <2 APHA 2120 5. Odor - Aggreable APHA 2150 6. Total mg/L 598 638 517 674 745 APHA 2540 C Dissolved 7. SulphateSolid mg/L 45.6 58.3 42.6 75.4 69.3 APHA 4500- SO42- 8. Chloride mg/L 180 234 197 155 203 APHA 4500 - Cl- 9. Total mg/L 175 216 200 185 215 APHA 2340 Hardness 10. Calcium as mg/L 42.68 46.98 49.2 48.09 51.36 APHA -3500 Ca Ca 11. Magnesium mg/L 15.8 14.9 13.5 14.58 15.56 APHA 3500- Mg Mg 12. Alkalinity mg/L 110 116 124 120 126 APHA 2320 13. Copper mg/L <0.02 <0.02 <0.02 <0.02 <0.02 APHA 3500- Cu 14. Zinc mg/L <0.05 <0.05 <0.05 <0.05 <0.05 APHA 3500- Zn 15. Iron mg/L <0.1 <0.1 <0.1 <0.1 <0.1 APHA 3500- Fe 16. Lead mg/L <0.01 <0.01 <0.01 <0.01 <0.01 APHA 3500- Pb 17. Nickel mg/L <0.01 <0.01 <0.01 <0.01 <0.01 APHA 3500- Ni 18. Cadmium mg/L <0.002 <0.002 <0.002 <0.002 <0.002 APHA 3500-C 19. Total MPN/100 84 63 145 170 185 APHA 9221 B Coliform ml 20. Faecal MPN/100 17 12.8 26.5 30 22.6 APHA 9221 E Coliform ml 21. E. Coli MPN/100 8 13 11 6 7 APHA 9221 F ml 22. Phenol mg/L <0.002 <0.002 <0.002 <0.002 <0.002 APHA 5530 23. Fluoride mg/L 0.17 0.25 0.31 0.18 0.26 APHA 4500- F- 24. Chemical mg/L 24 16 32 18 40 APHA 5220 Oxygen Demand 25. Biochemical mg/L 7 5 10 6 10 APHA 5210 Oxygen Demand ~ 108 ~

26. Dissolve mg/L 5 5 7 5 6 4500-O Oxygen

(Source: Water Analysis by GCI Laboratory The physico-chemical and microbiological characteristics of surface water is summarized As below;  pH values were observed within permissible limits.  DO values were observed within class B class of water.  BOD is slightely higher than permissible limit

Table 43: Surface Water Quality in the Study Area(1th March to 20th March 2020)

Sr. Unit Parameter Result Reference No. s Method Sample Identification SW1 SW2 SW3 SW4 SW5 APHA 4500 1. pH --- 7.59 7.44 7.39 7.71 7.80 H+ 2. Conductivity µS/cm 1148 559 627 1538 1660 APHA 2510 3. Turbidity NTU <2 <2 <2 <2 <2 APHA 2130 4. Color Hazen <5 <5 <5 <5 <2 APHA 2120 5. Odor - Aggreable Total 6. Dissolved mg/L 760 366 410 999 1087 APHA 2540 C Solid APHA 4500- 7. Sulphate mg/L 39.6 53.3 40.9 71.4 65.7 SO42- APHA 4500 - 8. Chloride mg/L 157 229 188 159 200 Cl- Total 9. mg/L 197 226 206 198 205 APHA 2340 Hardness Calcium as APHA -3500 10. mg/L 44.3 49.9 45.2 44.7 54.6 Ca Ca Magnesium APHA 3500- 11. mg/L 10.4 12.4 15.5 11.8 17.6 Mg Mg 12. Alkalinity mg/L 145 127 139 116 109 APHA 2320 APHA 3500- 13. Copper mg/L <0.02 <0.02 <0.02 <0.02 <0.02 Cu APHA 3500- 14. Zinc mg/L <0.05 <0.05 <0.05 <0.05 <0.05 Zn APHA 3500- 15. Iron mg/L <0.1 <0.1 <0.1 <0.1 <0.1 Fe APHA 3500- 16. Lead mg/L <0.01 <0.01 <0.01 <0.01 <0.01 Pb APHA 3500- 17. Nickel mg/L <0.01 <0.01 <0.01 <0.01 <0.01 Ni 18. Cadmium mg/L <0.002 <0.002 <0.002 <0.002 <0.002 APHA 3500-C Total MPN/100 19. APHA 9221 B Coliform ml 110 72 110 190 210 Faecal MPN/100 20. APHA 9221 E Coliform ml 18 11 24 39 26

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MPN/100 21. E. Coli 6 13 11 6 7 APHA 9221 F ml 22. Phenol mg/L <0.002 <0.002 <0.002 <0.002 <0.002 APHA 5530 APHA 4500- 23. Fluoride mg/L 0.43 0.33 0.46 0.22 0.38 F- Chemical mg/L 24. Oxygen 24 14 22 18 30 APHA 5220 Demand Biochemical mg/L 25. Oxygen 6 3.0 4.0 4.5 7.0 APHA 5210 Demand Dissolve mg/L 26. 4500-O Oxygen 6 6 8 6 7 (Source: Water Analysis by GCI Laboratory) The physico-chemical and microbiological characteristics of surface water is summarizedAs below;  pH values were observed within permissible limits.  DO values were observed within class A class of water.  BOD is slightely higher than permissible limits.

Table 44 Standard Water Quality Criteria Class of Designated best Criteria Water use Total Coliforms Organism MPN/100ml shall be 50 or Drinking Water Source lesspH between 6.5 and 8.5 without conventional A Dissolved Oxygen 6mg/L or more treatment but after Biochemical Oxygen Demand 5 days 20°C disinfection 2mg/L or less Total Coliforms Organism MPN/100ml shall be 500 or less pH between 6.5 and 8.5 Outdoor bathing B Dissolved Oxygen 5mg/L or more (Organized) Biochemical Oxygen Demand 5 days 20°C 3mg/L or less Total Coliforms Organism MPN/100ml shall be Drinking water source 5000 or less pH between 6 to 9 C after conventional Dissolved Oxygen 4mg/L or more treatment and disinfection Biochemical Oxygen Demand 5 days 20°C 3mg/L or less pH between 6.5 to 8.5 Propagation of Wild life D Dissolved Oxygen 4mg/L or more and Fisheries Free Ammonia (as N) 1.2 mg/L or less pH between 6.0 to 8.5 Irrigation, Industrial Electrical Conductivity at 25°C micro mhos/cm E Cooling, Controlled Max.2250 Waste disposal Sodium absorption Ratio Max. 26 Boron Max. 2 mg/L (Source: http://cpcb.nic.in/Water_Quality_Criteria.php)

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3.11 Soil Environment Soil is our most important natural resource and a natural resource is anything that comes from the earth and is used by us. We depend on the soil for food, clothing, shelter, minerals, clay & water. Soil is the seat of many macro and micro flora like algae, fungi, earthworms, bacteria etc. These are very beneficial in promoting soil reactions and decomposing the organic matter by which essential nutrients for plants are liberated. Most of the soil is made-up of two main parts: Tiny bits of mineral particles which come from larger rocks, and humus, which is dark brown in color and consists of decaying remains of plants and animals. Soil also contains water, air and living organisms, such as fungi, bacteria, earthworms, roundworms, insects, etc. Actually more living organisms live in the soil than above it. 3.11.1 Methodology of sampling The soil samples were collected from 8 selected locations during pre monsoon season. The samples collected were homogeneous representative of each sampling location. At random sub locations were identified at each location and soil samples were collected from 5 to 15 cm below the surface. It was uniformly mixed before homogenizing the soil samples. The samples about 500 gm were packed in polythene bags labelled in the field with location number and sent to the laboratory for the analysis of physicochemical parameters. 3.11.2 Soil Sampling Locations Soil sampling was conducted once during the study period of Pre-monsoon season. 8 soil samples were collected from selected locations in the vicinity of the proposed project. For studying soil quality environment in the study area, sampling locations were selected to assess the existing soil conditions in and around the proposed plant area representing various land use conditions. The homogenized samples were analyzed for physicochemical characteristics.

(Source: Google Earth Pro) Figure 41: Google Image showing Soil Sampling Location

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Table 45 Soil Sampling Locations

Sampling Location Code Distance, km Direction Locations S-1 Project Site - 22° 4'1.80"N, 70°46'26.40"E S-2 Ardoi 4.71 km, ENE 22° 5'2.36"N, 70°49'0.10"E S-3 Gundasara 7.04 km, NE 22° 6'57.77"N, 70°49'0.29"E 22°2'14.35"N, S-4 Sindhavadar 6.12 km, WSW 70°44'22.75"E 22°3'37.41"N, S-5 Hadamtala 3.30 km, SE 70°48'22.36"E 22°0'38.71"N, S-6 Bhojpara 6.57 km, SSE 70°47'33.98"E 22°5'16.08"N, S-7 Vaddhari 6.48 km, W 70°43'51.55"E 22°5'43.92"N, S-8 Pipaliya 3.01 km, N 70°46'27.60"E (Source: Analysis during study period, GCI)

Sindhavadar Pipaliya 22°02'10.98"N 70°44'28.56"E 22°05'46.20"N 70°46'30.13"E Dt: 13/04/19 Dt: 13/04/19

Figure 42: Photographs showing Soil Sampling

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3.11.3 Analysis of Soil Samples The soil samples were examined for various physicochemical parameters, to determine the existing soil characteristics of the study area. Physicochemical characteristics of soil are presented as follows:

Table 46: Physiochemical Characteristics of Soil(March 2019 to May 2019)

Sr. Results Parameters Unit Reference Method No S1 S2 S3 S4 S5 S6 S7 S8 IS 2720 : Part 26 : pH - 7.61 7.57 7.54 7.36 7.8 7.6 7.62 7.54 1 1987 Electrical 0.52 0.68 0.48 2 Conductivity mS/cm 0.720 0.630 0.562 0.847 2 1 0.652 7 IS 14767: 2000 Soil Moisture 3 Content % 10.4 10.7 11.5 7.89 10.2 10.8 9.8 12.7 IS2720 – Part – 2 Organic Carbon % 1.24 2.98 1.44 1.63 2.52 3.48 2.25 3.12 IS 2720 : Part 22 : 4 1972 Organic Matter % 0.97 1.35 0.76 1.12 0.90 1.23 2.10 1.74 IS 2720 : Part 22 : 5 1972 6 Phosphorus mg/kg 2.9 2.5 6.8 3.9 4.5 5.6 3.8 4.5 APHA 4500 – P APHA 3500 – K - Potassium as K mg/kg 64.5 63.7 58.9 53.2 62.3 67.1 48.2 53.6 7 B Nitrogen N mg/kg 115 130 112 105 124 128 122 127 APHA 4500-NORG 8 Calcium mg/kg 12.1 20.8 28.7 25.6 19.8 24.1 20.9 22.5 AHA 3500 –Ca– B 9 Magnesium mg/kg 1.5 6.7 2.3 3.6 2.1 5.4 3.6 4.2 APHA 3500 –Mg 10 Chloride mg/g 89 91 66 51 74 63 75 86 IS 6925: 1973 11 Zinc as Zn mg/kg 0.08 0.12 0.05 0.30 0.25 0.14 0.10 016 APHA 3111 B 12 Iron as Fe mg/kg 3.0 2.9 2.4 4.8 6.1 2.0 2.1 2.7 APHA 3111 B

13 Nickel as Ni mg/kg 0.08 0.14 0.19 0.21 0.16 0.30 0.17 0.12 APHA 3500-Ni

(Source: Analysis by GCI Laboratory)

Interpretation of the physico-chemical characteristics of soil are summarized as below:  The pH values were observed in the range of 7.36 ~7.6.  EC values of all soil samples are normal& moderate.  Organic Carbon values were observed in the range of 1.24~3.48%.

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Table 47: Physiochemical Characteristics of Soil(1th March to 20th March 2020)

Results Sr. Parameters Unit Reference Method No S1 S2 S3 S4 S5 S6 S7 S8 IS 2720 : Part 26 : pH - 7.67 7.67 7.84 7.49 7.78 7.57 7.69 7.34 1 1987 Electrical 2 Conductivity mS/cm 0.49 0.60 0.52 0.84 0.50 0.66 0.60 0.43 IS 14767: 2000 Soil Moisture 3 Content % 7.6 10.4 10.9 7.1 9.0 9.9 9.6 11.7 IS2720 – Part – 2 Organic Carbon % 1.30 2.80 1.41 1.60 2.2 3.4 2.2 3.1 IS 2720 : Part 22 : 4 1972 Organic Matter % 2.24 4.8 2.43 2.75 3.78 1.23 5.85 5.33 IS 2720 : Part 22 : 5 1972 6 Phosphorus mg/kg 3.3 2.1 6.3 3.1 4.9 6.9 5.7 6.7 APHA 4500 – P APHA 3500 – K - Potassium as K mg/kg 70.2 61.8 54.3 51.1 64.8 69.8 51.2 59.6 7 B Nitrogen N Mg/kg 109 105 98 134 128 100 123 129 APHA 4500-NORG 8 Calcium mg/kg 16.8 22.9 24.5 23.6 17.5 22.6 24.7 24.9 AHA 3500 –Ca– B 9 Magnesium mg/kg 3.4 6.4 2.1 3.2 2.0 5.2 3.3 4.0 APHA 3500 –Mg 10 Chloride mg/g 64 87 60 41 72 68 75 89 IS 6925: 1973 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 11 Zinc as Zn mg/kg <0.1 APHA 3111 B

12 Iron as Fe mg/kg 3.8 2.3 2.0 4.1 6.0 2.2 2.7 2.5 APHA 3111 B <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 13 Nickel as Ni mg/kg APHA 3500-Ni

(Source: Analysis by GCI Laboratory) Interpretation of the physico-chemical characteristics of soil are summarized as below:  The pH values were observed in the range of 7.34 ~7.84.  EC values of all soil samples are normal& moderate.  Organic Carbon values were observed in the range of 1.3~3.4%.

3.12 Biological Environment Biological resources of the area are an indicator of quality/health of the environment of the area. Therefore, the study of the same is an important aspect to minimize the distribution due to the intervention of the proposed project to accept in a sustainable approach. To achieve the goal, EIA study was conducted during the month of March to May, 2019 to cover all the biological parameters. Nature supports a great variety of living beings under a structural and functional unit called ecosystem. In any natural ecosystem, there are several components which exist in harmony and survive only by interdependence. These components may be either biotic or abiotic. Developmental activities often have great impacts on the biodiversity both ecosystems as well as species level. Present study has been carried out to inventories the biodiversity exist in the study area of present project, to evaluate the possible impacts on biodiversity due to project activities and suggest effective mitigation measures against the negative impacts. The ecological study was undertaken to understand the present status of ecosystem of the area, to predict changes as a result of proposed activities and to suggest measures for maintaining the conditions. This carried through primary survey and secondary data collected from various Government agencies like Forest Department, Agriculture Department, Scientific literatures etc. The animal and plant communities co-exist in a well-organized manner. Their natural settings can get disturbed by any externally induced anthropological activities or by naturally occurring calamities or disaster. So, once this setting is disturbed, it sometimes is either practically impossible or may take a

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M/s.Dell Laminate, Area 1084.03 sq.m., Survey no. 22, Plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat Proposed to Manufacture Synthetic Resin Adhesive Chemicals - 355 MT/Month longer time to come back to its original state. Hence changes in the status of flora and fauna are an elementary requirement of Environmental Impact Assessment studies, in view of the need for conservation of environmental quality and biodiversity. Information on flora and fauna was collected within the study area. 3.12.1 Floral Compositions The study includes both aquatic and terrestrial ecosystems. Diverse systems such as scrub forest, cultivated lands and kitchen gardens of villages were visited and floral species identified. A total of 54 species of plants (including wild, ornamental and cultivated plants). The identified plant species with scientific name, family, habit, habitat and type are given in Table 38. Table 48 List of Flora in the Study Area

Sr. No Species Name Family Habit 1 Abelmoschus moschatus Medic. Malvaceae Herb 2 Abrus precatorius L. Fabaceae Climber 3 Abutilon indicum (L.)Sweet Sterculiaceae Herb 4 Acacia catechu (L. f.) Willd. Mimosaceae Tree 5 Acacia ferruginea DC. Mimosaceae Tree 6 Acacia leucophloea (Roxb.) Willd. Mimosaceae Tree 7 Acacia nilotica (L.) Delile Mimosaceae Tree 8 Acacia planifrons Wight & Arn Mimosaceae Tree 9 Acacia senegal (L.) Willd. Mimosaceae Tree 10 Achyranthes aspera L. Amaranthaceae Herb 11 Aegle marmelos (L.) Correa ex Roxb. Rutaceae Tree 12 Aerva lanata (L.) Juss.ex Schultes Amaranthaceae Herb 13 Aerva sanguinolenta (L.) Bl. Amaranthaceae Herb 14 Ageratum conyzoides L. Asteraceae Herb 15 Ailanthus excelsa Roxb. Simaroubaceae Tree 16 Alangium salvifolium (L.f.) Wang. Alangiaceae Shrub 17 Albizia lebbek (L.) Benth. Mimosaceae Tree 18 Albizia odoratissima (L.f.) Benth. Mimosaceae Tree 19 Albizia procera (Roxb.) Benth. Mimosaceae Tree 20 Allium cepa L. Alliaceae Herb 21 Alternanthera paronychioides St. Amaranthaceae Herb 22 Alternanthera pungens Kunth Amaranthaceae Herb 23 Alternanthera sessilis (L.) R.Br.ex DC. Amaranthaceae Herb 24 Amaranthus caudatus L. Amaranthaceae Herb 25 Amaranthus spinosus L. Amaranthaceae Herb 26 Amaranthus viridis L. Amaranthaceae Herb 27 Annona squamosa L. Annonaceae Shrub 28 Anogeissus latifolia (Roxb.ex DC.) Wall.ex Guill. & Perr. Combretaceae Tree 29 Argemone mexicana L. Papaveraceae Herb 30 Aristolochia indica L. Aristolochiaceae Climber

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Sr. No Species Name Family Habit 31 Azadirachta indica A. Juss.(Melia azadirachta L.) Meliaceae Tree 32 Balanites aegyptiaca Del. Balanitaceae Tree 33 Bauhinia racemosa Lam. Caesalpiniaceae Tree 34 Boerhavia diffusa L. Nyctaginaceae Herb 35 Bolboschoenus maritimus (L.) Palla Cyperaceae Herb 36 Bombax ceiba L.(B. malabaricum DC.) Bombacaceae Tree 37 Borassus flabellifer L. Arecaceae Tree 38 Boswellia serrata Roxb. ex Colebr.(B.glabra Roxb.) Burseraceae Tree 39 Bougainvillea spetabilis Willd. Nyctaginaceae Shrub 40 Brassica juncea (L.) Czern. Brassicaceae Herb 41 Bridelia retusa (L.) Spreng. Euphorbiaceae Tree 42 Bulbostylis barbata (Rottb.) C.B.Cl. Cyperaceae Herb 43 Butea monosperma (Lam.) Taub. Papilionaceae Tree 44 Calotropis gigantea R.Br. Ascelpiadaceae Shrub 45 Calotrpis procera (Ait.) R.Br. Ascelpiadaceae Shrub 46 Carthamus tinctorius L. Asteraceae Herb 47 Cassia auriculata L. Caesalpiniaceae Shrub 48 Cassia fistula L. Caesalpiniaceae Tree 49 Cassia occidentalis L. Caesalpiniaceae Herb 50 Cassia senna L. Caesalpiniaceae Herb 51 Cassia siamea Lam. Caesalpiniaceae Tree 52 Cassia tora L. Caesalpiniaceae Herb 53 Casuarina equisetifolia L. Casurinaceae Tree 54 Celosia argentea L. var. argentea Amaranthaceae Herb

3.12.2 Fauna A total of 50 species of birds were observed during the present survey. The habitat types of the area include agricultural land, scrub jungle, plantation, seasonal ponds, marshlands and fallow grasslands. The common terrestrial species of the area include Indian Robin (Saxicoloides fulicata), Green Bee-eater (Merops orientalis), Indian Roller (Coracias benghalensis) and Red vented Bulbul (Pycnonotus cafer). The various animal species in the study area are reported in Table. The richness of plant species of the region is the prime cause for animal richness Table 49 List of Fauna

Sr. No Common Name ScientificName Family 1 Alexandrine Parakeet Psittacula eupatria Psittacidae

2 AshyDrongo Dicrurusleucophaeus Dicruridae 3 Asian Koel Eudynamysscolopacea Cuculidae 4 Asian Openbill-Stork Anastomusoscitans Ciconiidae 5 Asian Pied Starling Gracupicacontra Sturnidae

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Sr. No Common Name ScientificName Family 6 BankMyna Acridotheresginginianus Sturnidae 7 BayaWeaver Ploceus philippinus Ploceinae 8 BlackDrongo Dicrurusmacrocercus Dicruridae 9 BlackKite Milvus migrans Accipitridae 10 Black-napedOriole Oriolus chinensis Oriolidae 11 Black-shouldered Kite Elanus caeruleus Accipitridae 12 Black-wingedStilt Himantopus himantopus Recurvirostridae 13 Blue Rock Pigeon Columbalivia Columbidae 14 Blue-tailedBee- eater Meropsphilippinus Meropidae 15 Cattle Egret Bubulcus ibis Ardeidae 16 CommonHoopoe Upupa epops Upupidae 17 Common Myna Acridotherestristis Sturnidae 18 CommonSwallow Hirundo rustica Hirundinidae 19 CommonTailorbird Orthotomussutorius Cisticolidae 20 CoppersmithBarbet Megalaima Megalaimidae 21 Crested Serpent Eagle Spilornischeelahaemacephala Accipitridae 22 Demoiselle Crane Anthropoidesvirgo Gruidae 23 Eurasian Collared Dove Streptopelia decaocto Columbidae 24 Eurasian Coot Fulica atra Rallidae 25 GlossyIbis Plegadis falcinellus Threskiornithidae 26 Golden Fronted Leafbird Chloropsisaurifrons Chloropseidae 27 GreatCormorant Phalacrocoraxcarbo Phalacrocoracidae 28 Greater Coucal Centropussinensis Cuculidae 29 GreenBee-eater Meropsorientalis Meropidae 30 GreyFrancolin Francolinus Phasianidae 31 Grey Heron pondicerianusArdea cinerea Ardeidae 32 House Crow Corvussplendens Corvidae 33 House Sparrow Passerdomesticus Passeridae 34 House Swift Apusnipalensis Apodidae 35 Indian Cuckoo Cuculus micropterus Cuculidae 36 Indian Peafowl Pavo cristatus Phasianidae 37 Indian Pond-Heron Ardeola grayii Ardeidae 38 Indian Robin Saxicoloides fulicata Muscicapidae 39 Indian Roller Coracias benghalensis Coraciidae 40 IntermediateEgret Mesophoyx intermedia Ardeidae 41 Jungle Babbler Turdoidesstriata Leiothrichidae 42 Jungle Crow Corvusmacrorhynchos Corvidae 43 Jungle Myna Acridotheresfuscus Sturnidae 44 Large PiedWagtail Motacilla Motacillidae 45 LesserCoucal Centropusbengalensismaderaspatensis Cuculidae 46 LittleCormorant Phalacrocoraxniger Phalacrocoracidae

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Sr. No Common Name ScientificName Family 47 Little Egret EgrettaGarzetta Ardeidae 48 Little RingedPlover Charadrius dubius Charadriidae 49 Oriental Magpie- Robin Copsychussaularis Muscicapidae 50 OrientalWhiteIbis Threskiornis Threskiornithidae melanocephalus

Amphibians Based on field observations and the available secondary information, a total of 5 species of amphibians were recorded from the study area as given in the following Table.

Table 50 List of amphibians recorded in the study area

Sr. No Common Name ScientificName Family 1 Asian Common Toad Bufo melanostictus Bufonidae 2 Common Tree Frog Polypedates maculatus Rhacophoridae 3 Indian Skipper Frog Euphlyctis cyanophlyctis Ranidae 4 Indus Valley Toad Duttaphrynus stomaticus Bufonidae 5 Paddyfield Frog Fejervarya limnocharis Dicroglossidae

Reptiles Based on field observations and the available secondary information, a total of 16 species of reptiles were recorded from the study area as given in the following Table. Table 51 List of reptiles recorded in the study area

Sr.No Common Name ScientificName Family 1 Asian House Gecko Hemidactylusfrenatus Gekkonidae 2 Banded Racer Argyrogenafasciolata Colubridae 3 Brahminywormsnake Ramphotyphlopsbraminus Typhlopidae 4 Checkered Keelback Xenochrophispiscator Colubridae 5 CommonHouseGecko Hemidactylusflaviviridis Gekkonidae 6 CommonKrait BungarusCoeruleus Elapidae 7 CommonKukri Snake Oligodonarnensis Colubridae 8 CommonSkink Mabuya macularia Scincidae 9 CommonTrinket Snake CoelognathusHelenahelena Colubridae 10 GreenVine Snake Ahaetulla nasuta Colubridae 11 Indian Chameleon Chamaleonzeylanicus Chamaeleonidae 12 Indian Cobra Naja naja Elapidae 13 Indianfan-throated lizard Sitana ponticeriana Agamidae 14 Indian Rat Snake Ptyasmucosa Colubridae 15 Little Skink Lygosomapunctata Scincidae 16 OrientalGarden Lizard Calotesversicolor Agamidae Mammals There are no major wild animals in the study area and 5 mammals were recorded in study area. Blue Bull (Nilgai) is found all over the study area. Nearly 200-300 Nilgai are found in the airport site. Table 52 Mammals recorded in the study area

Sr.No Common Name ScientificName Family

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1. Black-nappedHare Leporidae 2. CommonHouse Mouse Mus musculus Muridae 3. CommonMongoose Herpestesedwardsi Herpestidae 4. Blue Bull Boselaphus tragocamelus Bovidae 5. Three-striped Palm squirrel Funambulus palmarum Sciuridae

Based on the Biological Survey, it can be concluded that there is No any Schedule 1 Fauna within 10km of the project site and thusthere is no requirement for wild life conservation Plan. 3.13 Socioeconomic Environment Reconnaissance has been done to assess socio-economic status in the study area. The study area is rural however basic amenities were observed to be available. 3.13.1 Methodology Detailed socio-economic data were collected within 10 km radius of the proposed Project site. Preliminary information was collected during field investigation followed by secondary data from the census of India 2011. 3.13.2 Socioeconomic Assessment Socio economic status of the population is the indicator of the change in the life style due to the developmental activities taking place in the region. The villages which appears within the 10 km radius from the centre of the proposed Project site are considered for socioeconomic study.

3.13.3 Demography

(Source: Google Image) Figure 43: Villages within 10 km radius The study there is 33 villages in the study area. The demographic pattern of all the settlements as per 2011 census is given in below table.

Table 53 List of villages present in the study area

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Sr. Distance from the Direction from the Name of Village No. Project Site Project Site 1 Ardoi 4.71 km ENE 2 Analgadh 7.14 km SW 3 Gundasara 7.4 km NE 4 Pipaliya 3.01 km N 5 Ribda 6.71 km N 6 Kotda Sangani 9.95 km ESE 8 Panchiyavadar 7.33 km SE 9 Hadamtala 3.33 km ESE 10 Rib 6.37 km NWN 11 Mungavavadi 6.36 km NW 12 Vaddhari 4.97 km WNW 13 Daliya 6.18 km WNW 14 Sindhavadar 6.12 km WSW 15 Mahika Mota 3.38 km WSW 16 Bhunava 1.58 km SSW 17 Mahika Nana 5.21 km SW 18 Nagadka 6.55 km SSW 19 Umvada Mota 8.16 km SSW 20 Lunivav 8.80 km WSW 21 Juni Mengani 9.87 km WNW 22 Nagadka 6.54 km ENE 23 Bhojpara 6.57 km SSE 24 Bharudi 1.45 km NW 25 Hadamtala 3.30 km ESE 26 Siddarth Nagar 9.18 km SSE 27 Pipaliya Pal 8.22 km NNW 28 Shemla 4.85 km SE 31 Valadhari 6.48 km W 32 Nana Umavada 9.75 km SW 33 Biliyala 4.07 km S 3.14 Sex Ratio Sex ratio is number of females per 1000 males. In the study area the sex ratio is 922. As per the Census 2011 the male population is 51% while female population is 49% of the total population. Table 54 Village-wise details of Population No of Total Sex Ratio Sr. No Village Househol Populati Male Female (females/males)*10 ds on 00 1. Ardoi 645 3162 1623 1539 948.24 70 2. Gundasara 290 1410 703 994.34 7 78 3. Ribda 311 1545 760 968.15 5 31 4. Kotda Sangani 12230 62059 73 30327 955.72 2 5. Panchiyavadar 109 654 341 313 917.89 6. Hadamatala 184 1122 583 539 924.53 7. Rib 280 1392 698 694 994.27 8. Mungavavdi 186 960 493 467 947.26

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No of Total Sex Ratio Sr. No Village Househol Populati Male Female (females/males)*10 ds on 00 9. Vaddhari 217 1014 504 510 1011.90 10. Mahika Mota 240 1117 568 549 966.55 11. Bhunava 201 992 507 485 956.61 12. Mahika Nana 173 828 423 405 957.45 13. Nagadka 137 724 384 340 885.42 14. Juni Mengani 317 1531 776 755 972.94 15. Bhojpara 239 1231 644 587 911.49 16. Bharudi 253 1284 661 623 942.51 17. Analgadh 149 874 440 434 986.36 18. Nagadka 137 724 384 340 885.42 19. Pipaliya Pal 368 1873 962 911 946.99 Siddarth 20. 103 569 305 264 865.57 Nagar

Population of the Study Area

Total Population Male 49% 51% Total Population Female

Figure 44: Population of the study area 3.15 Social Structure: Out of total population, 12 % is SC population and 0. 35% is ST Population. Table 55 Social Distribution

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Total Schedul Schedul Schedul Popu Schedule ed Scheduled Scheduled ed ed Sr. latio d Castes Castes Tribes Tribes Tribes Name Castes No. n populatio populat population population populati populati Pers n Person ion Person Male on on Male on Female Female

Ardoi 3162 560 287 273 3 2 1 1. Gundasar 1410 124 66 58 0 0 0 2. a

Pipaliya 46 204 102 102 0 0 0 3. Ribda 1545 205 103 102 14 10 4 4. Kotda 6205 7433 3801 3632 361 194 167 5. Sangani 9

Panchiya 654 108 53 55 0 0 0 6. vadar

Hadamata 1122 148 75 73 0 0 0 7. la

Rib 1392 18 10 8 0 0 0 8. Mungava 960 243 116 127 0 0 0 9. vdi

Vaddhari 1014 132 63 69 0 0 0 10. Daliya 2007 190 101 89 0 0 0 11. Sindhava 569 22 14 8 28 15 13 12. dar

Mahika 1117 24 14 10 20 11 9 13. Mota

Bhunava 992 190 97 93 13 4 9 14. Mahika 828 15 9 6 13 4 9 15. Nana

Nagadka 724 115 63 52 36 21 15 16. Juni 1531 159 72 87 0 0 0 17. Mengani

Bhojpara 1231 210 107 103 4 2 2 18.

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Bharudi 1284 205 101 104 0 0 0 19.

Social Profile of the Study Area

12%

Total Population Person SC Population

ST Population

88%

Figure 45: Social profile of the study area 3.16 Literacy The overall percentage of literate in the area is 69 %. Total literate population is 6963. The literacy rate of male is 38 % while literacy rate in female is 31 %. Table 56 Literacy Rate Literate Literate Literate Illitera Total s s s Illiterat te Illiterat Sr. No. Name Populatio Populat Populat Populat e Person e Male n Person ion ion ion Female s Person Male Female 1. Ardoi 3162 2298 1242 1056 864 381 483 2. Gundasara 1410 1151 593 558 259 114 145 3. Ribda 1545 1126 616 510 419 169 250 Kotda 4. 62059 42773 23673 19100 19286 8059 11227 Sangani Panchiyav 5. 654 501 274 227 153 67 86 adar Hadamatal 6. 1122 670 381 289 452 202 250 a

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Literate Literate Literate Illitera Total s s s Illiterat te Illiterat Sr. No. Name Populatio Populat Populat Populat e Person e Male n Person ion ion ion Female s Person Male Female 7. Rib 1392 1039 575 464 353 123 230 Mungavav 8. 960 723 406 317 237 87 150 di 9. Vaddhari 1014 673 377 296 341 127 214 10. Daliya 2007 1407 768 639 600 245 355 Sindhavad 11. 569 414 240 174 155 65 90 ar Mahika 12. 1117 747 430 317 370 138 232 Mota 13. Bhunava 992 727 406 321 265 101 164 Mahika 14. 828 650 355 295 178 68 110 Nana 15. Nagadka 724 518 303 215 206 81 125 Juni 16. 1531 1108 594 514 423 182 241 Mengani 17. Bhojpara 1231 713 407 306 518 237 281 18. Bharudi 1284 943 518 425 341 143 198

Population Literacy in the Study Area

31% 38% Literates Population Male Literate Population Female Illiterate Persons

31%

Figure 46: Population Literacy of the study area 3.18 Occupational Pattern The overall percentage of main workers in the area is 33%.

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Table 57 Occupational Pattern Main Main Main Total Total Total Main Main Marginal Non Non Total Agricultural Household Other Non Working Worker Worker Worker Working Cultivator Worker Working Working Sr. No. Name Population Labourers Industries Workers Population Population Population Population Population Population Population Population Population Person Population Population Population Female Person Male Female Person Person Person Person Male Person Person Person 1. Ardoi 3162 1232 1001 231 1140 767 230 1 142 92 1930 622 1308 2. Gundasara 1410 551 432 119 549 343 105 10 91 2 859 275 584 3. Pipaliya 1246 487 374 113 482 259 163 0 60 5 759 258 501 4. Ribda 1545 475 447 28 433 189 14 5 225 42 1070 338 732 5. Kotda Sangani 62059 28641 19475 9166 25148 13500 6367 223 5058 3493 33418 12257 21161 6. Panchiyavadar 654 192 159 33 191 107 81 0 3 1 462 182 280 7. Hadamatala 1122 458 393 65 440 265 163 1 11 18 664 190 474 8. Rib 1392 646 430 216 613 285 170 0 158 33 746 268 478 9. Mungavavdi 960 405 302 103 403 280 93 1 29 2 555 191 364 10. Vaddhari 1014 342 316 26 327 126 70 3 128 15 672 188 484 11. Daliya 2007 984 609 375 675 420 140 0 115 309 1023 404 619 12. Mahika Mota 1117 407 344 63 349 125 102 15 107 58 710 224 486 13. Bhunava 992 636 318 318 360 152 102 0 106 276 356 189 167 14. Mahika Nana 828 407 263 144 404 259 106 9 30 3 421 160 261 15. Nagadka 724 240 223 17 184 97 43 2 42 56 484 161 323 16. Lunivav 1485 837 450 387 448 238 130 1 79 389 648 342 306 17. Juni Mengani 1531 778 496 282 774 513 227 12 22 4 753 280 473 18. Bhojpara 1231 499 383 116 485 153 215 13 104 14 732 261 471 19. Bharudi 1284 505 383 122 456 267 34 1 154 49 779 278 501

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Occupational Pattern of the Study Area

33% Main Workers Marginal Workers 62% Non Workers

Figure 47 Occupational Pattern of the study area 3.18 Traffic Study Reconnaissance The traffic survey, to ascertain the traffic density in the study area was conducted on the roadnear the project site. The composition of Traffic includes Two Wheelers, Three Wheelers(Goods & Passenger Autos, Four Wheeler (Passenger Cars) and Four Wheeler HeavyVehicles like Trucks, Lorries Busses etc. Traffic survey of the Study Area Data was collected by physically counting the number of vehicles plying in both directions ofNH 8B and one approach road. The hourly counts werecarried out for the different type/category of vehicles. The variation in the traffic flow at thegiven road along with the number of vehicles during peak hour & lean hour is presented in the Table . Table 58 Traffic Survey Trucks ,Buses and Two Wheeler Three Wheeler Passenger cars Total vehicles lorry Hours PCU/hr PCU/hr PCU/hr PCU/hr Total v/hr v/hr v/hr v/hr Total (0.75) (1.2) (1) (3.7) PCU/Hr 06-07 am 30 23 23 28 51 51 44 163 148 264 07-08 am 77 58 25 30 45 45 61 226 208 358 08-09 am 91 68 35 42 94 94 70 259 290 463 09-10 am 87 65 38 46 100 100 112 414 337 625 10-11 am 105 79 50 60 111 111 155 574 421 823 11-12 pm 133 100 55 66 128 128 122 451 438 745 12-01 pm 15 11 43 52 122 122 137 507 317 692 01-02 pm 128 96 45 54 71 71 120 444 364 665 02-03 pm 115 86 55 66 88 88 132 488 390 729 03-04 pm 119 89 40 48 95 95 137 507 391 739 04-05 pm 138 104 42 50 110 110 114 422 404 686 05-06 pm 135 101 45 54 131 131 115 426 426 712 06-07 pm 145 109 41 49 102 102 127 470 415 730 07-08 pm 126 95 45 54 91 91 129 477 391 717 08-09pm 116 87 30 36 70 70 110 407 326 600 09-10pm 91 68 29 35 56 56 121 448 297 607 10-11pm 95 71 22 26 44 44 74 274 235 415 11-12am 70 53 20 24 50 50 45 167 185 293 12-01am 51 38 17 20 39 39 36 133 143 231 01-02am 40 30 9 11 33 33 30 111 112 185 02-03am 37 28 8 10 25 25 21 78 91 140 03-04am 32 24 11 13 19 19 20 74 82 130 04-05am 35 26 15 18 29 29 22 81 101 155 05-06am 43 32 18 22 40 40 25 93 126 186

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Trucks ,Buses and Two Wheeler Three Wheeler Passenger cars Total vehicles lorry Hours PCU/hr PCU/hr PCU/hr PCU/hr Total v/hr v/hr v/hr v/hr Total (0.75) (1.2) (1) (3.7) PCU/Hr The highest peak observed is 823 PCU/hr during 10 am to 11 am Table 59 Level of Service Sr. No. Existing Volume/Capacity Ratio Level of Services 1. 0.0 to 0.2 “A” (Excellent) 2. 0.2 to 0.4 “B” (Very Good) 3. 0.4 to 0.6 “C” (Good) 4. 0.6 to 0.8 “D” (Fair) 5. 0.8 to 1.0 “E” (Poor) Existing Traffic Scenario & Level of Services Capacity of road as per IRC = 3600 PCU’s/hr Total Volume during Peak Hours = 2886 Existing Volume/Capacity ratio = 823/3600= 0.23 The level of service is “B” that is “B” (Very Good). Traffic Scenario & Level of Services: During Construction During construction phase, local labors of around 20 will be employed. Additional traffic from proposed project will be estimated 4 trucks/tanker per hour or 15 PCU/hr. Total volume during peak hours during construction of the project (V) = 823+ 15 = 838 Capacity of Road as per IRC (C) = 3600 PCU’s/hr Modified Existing Volume/Capacity ratio will be (V/C) = 838/3600 = 0.23 The level of service of the road will be “B” during construction that is “(Very Good)”. Traffic Scenario & Level of Services: During Operation After completion of the project the expected PCUs will be 25 PCU per day. Total volume during peak hours during construction of the project (V) = 823 + 25 = 848 Capacity of Road as per IRC (C) = 3600 PCU’s/hr Modified Existing Volume/Capacity ratio will be (V/C) = 848/3600 = 0.23 The level of service of the road will be “B” during construction that is “(Very Good)”.

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Chapter 4 Anticipated Environmental Impacts and Mitigation Measures

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4.1 Prelude This chapter identifies and predicts the potential impacts on different environmental components due to the construction and operation of the proposed project. It details all the potential impacts on biophysical and socio-economic components of the local environment due to the proposed activities and sub- activities. This chapter presents identification and appraisal of the likely impacts due to the proposed of M/s.Dell Laminate. Prediction of impacts is the most important component in the Environmental Impact Assessment studies. Several qualitative and quantitative techniques and methodologies are used to conduct analysis of the potential impacts likely to build up as a result of the proposed development activities on physico-chemical, ecological and socio-economic environments. Such predictions are superimposed over the baseline (pre-project) status of the environmental quality to derive at the ultimate (post-project) scenario of environmental conditions. The prediction and identification of impacts helps to minimize the adverse impacts and maximize the beneficial impacts on environmental quality during pre and post project execution. 4.2 Valued Environmental Components and Potential Impacts The project activities will interact with various valued Environmental Components viz., air, water, soil, land, flora & fauna, etc. The components that may be affected due to the proposed manufacturing of synthetic resin adhesive and require focused evaluation are summarized in the following sub-sections, considering both construction phase as well as operation phase of the project. 4.2.1 Environmental Impact Matrix The below given table shows the Environmental Impact Matrix that shows the Short Term (+,-), Long Term (+,-) and No Impact of proposed project on Air, Land, Water, Flora, Fauna, Socio-Economic Environment during construction and operation phase. Table 60 Environmental Impact Matrix

Ambient Water Solid Socio- Activities Air Land Flora Fauna Economic Noise Quality Waste Environment Construction Phase Sewage NI NI NI NI NI NI NI NI Vehicular Emissions ST- NI ST- NI NI ST- ST- NI Waste Water Generation NI ST- NI NI NI ST- ST- NI Material handling ST- NI ST- NI ST- NI NI NI O & M of construction NI LT- ST- NI NI NI NI NI machinery Disposal of domestic waste NI LT- NI ST- NI ST- NI NI and effluent Income generation NI NI NI NI NI NI NI ST+ Employment generation NI NI NI NI NI NI NI ST+ Operation Phase Sewage NI NI NI NI NI NI NI NI Effluent generation and NI NI NI NI NI NI NI NI discharge Solid waste generation & NI NI NI NI NI NI NI NI discharge Increase in vehicular LT- NI LT- NI NI NI NI NI movement Transportation of raw ST- NI ST- NI NI ST- ST- ST+ material and final product Storage of hazardous NI NI NI NI NI NI NI NI chemicals Green belt development LT+ LT+ LT+ LT+ NI LT+ LT+ LT+

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Employment generation NI NI NI NI NI NI NI LT+

Notations: ST+ Short Term Positive Impact ST- Short Term Negative Impact LT+ Long Term Positive Impact LT- Long Term Negative Impact NI No Impact During minor construction phase of the project, activities like grading, transportation & storage of construction material, civil construction, mechanicalfabrication & erection will be carried out at the minimum level because there are nomajor changes to occur for the proposed plant except installation of few newtypes of machinery. During construction phase, major impacts anticipated will beincrease in dust contamination and noise. However, these impacts will be limited up toconstruction period only. Impacts during construction phase and its mitigation measuresare given in Table. Table 61 Construction Phase impacts & its Mitigation Measures Attributes Activities and Impact Mitigation Measures Activity :Removal of top soil There will be very less impact on landdue to and excavated earth Land construction activities because unitrequires Impact: Short term negative minor impacts very less civil work for the proposed due to grading, excavation, etc. Barrier sheet will be provided to Activity: Mechanical fabrication Impact: avoiddispersion of dust in surrounding Air Short term negative impact due to dusting area.Mask, helmet, goggles etc. will be during erection &transportation activities. provided to workers Maintenance of vehicles, equipment withproper civil planning will reduce Activity: Erection activitiesmay generate increasein noise levels. Mechanical noise fromequipment and fromtransport fabrication, erection and related Noise vehicles. transportationactivities will be carried out Impact:Short term negative impacts due to during daytimes only. Personal variousfabrication & erectionactivities protectiveequipment’s like ear plug and ear muff will be provided. Water requirement will be fulfilled by Activity: Sewage generationmay affect the Borewell. Sewage will betreated into soak soil andsurface water if dischargedwithout pit or sewage treatment plant. management. Water Good construction practices will beadopted Impact :Short term negative to minimize water wasting andpollution. All impacts due to water consumption and the measures will be takento prevent any sewage generation type of watercontaminations. Activity: Mechanical fabrication & erection activities for proposed will generate employment for the local 9 people Temporary employment will be generated Socio- (directimpact). Also, some vendors (indirect due to transportation, fabrication etc. which economy impact) may comeup in the area to serve will help inimproving socio-economic level theworkers. of engaged people. Impact : Short time positiveimpact due to temporary Employment generation

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Attributes Activities and Impact Mitigation Measures Greenbelt development will be done on 358 Activity: The local flora and fauna will be m2 of area. This will have positive impacts affected due to construction activities. Ecology on local flora-fauna and also will act as Impact:Long term positiveimpact due to absorbent of air pollution and noise. Will greenbeltdevelopment help in reducing soil erosion. Potential Impacts and Mitigation Measures during Operation phase Long term impacts on the air quality are anticipated due to operational activities. The baselineambient air quality status in the study area during post monsoon season indicates that all the criteria pollutants

(gaseous as well as particulates), viz., PM10, PM2.5, SO2, NO2, CO, etc. are well within the prescribed National Ambient Air Quality Standards (NAAQS set by CPCB). Stack monitoring will be carried out while following proper guidelines. Air pollution control measures like Multi-cyclone separator will be equipped in the stack. Maintenance will be done for good performance of APCDs. 4.3 Air Quality Modelling AERMOD View – Lake Environmental Software, which is a Gaussian-Plume atmospheric dispersion algorithm for estimating concentration of pollutant, has been used to predict the Ground Level

Concentrations (GLC’s) of PM10, SO2 and NO2 due to plant activity. The GLC’s were predicted on 24 hourly average basis keeping in view the prescribed national ambient air quality standards (NAAQS). 4.3.1 Data used for Modeling The hourly meteorological data along with emission rate for individual pollutants used for prediction of air quality impacts as given in chapter 2 has been taken into consideration.

4.3.1.1 Particulate matter (PM10)

The predicted concentrations of PM10 for Pre Monsoon season are shown in the form of isopleths in Figure and Table.

3 Table 62 Ground level Concentration of PM10in μg/m Distance & Baseline Incremental Predicted Sr. Location Name of Direction result result after GLC No. Code Location fromProject (Avg.) development μg/m3 Site μg/m3 of Project 1 AAQ-1 Project Site - 0.000 71.10 71.10 2 AAQ-2 Ardoi 4.71 km, ENE 0.0403 74.90 74.9403 3 AAQ-3 Gundasara 7.04 km, NE 0.0004 72.40 72.4004 4 AAQ-4 Sindhavadar 6.12 km, WSW 0.0137 65.90 65.9137 5 AAQ-5 Hadamtala 3.30 km, SE 0.1158 79.90 80.0158 6 AAQ-6 Bhojpara 6.57 km, SSE 0.0222 64.70 64.7222 7 AAQ-7 Vaddhari 6.48 km, W 0.0004 64.70 64.7004 8 AAQ-8 Pipaliya 3.01 km, N 0.0007 61.90 61.9007 *Worst case scenario has been considered in which the incremantal GLC (Max. concentration for the pollutant during the baseline period at a location + Predicted GLC ) is mentioned in the above given table.

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The maximum Ground Level Concentration for PM 10 GLC was found to be 1.0418 μg/m3

4.3.1.2 Sulphur dioxide (SO2)

The predicted concentrations of SO2 for study period are shown in the form of isopleths in Figure and Table. 3 Table 63 Ground level Concentration of SO2 in μg/m Baseline Incremental Distance & Predicted Sr. Location Name of result result after Direction from GLC No. code location (Avg.) development Project site μg/m3 μg/m3 of Project 1 AAQ-1 Project Site - 0.000 8.60 8.60 2 AAQ-2 Ardoi 4.71 km, ENE 0.0181 7.00 7.0181 3 AAQ-3 Gundasara 7.04 km, NE 0.0001 8.10 8.1001 4 6.12 km, AAQ-4 Sindhavadar 0.0061 7.00 7.0061 WSW 5 AAQ-5 Hadamtala 3.30 km, SE 0.052 8.70 8.752 6 AAQ-6 Bhojpara 6.57 km, SSE 0.0099 7.80 7.8099 7 AAQ-7 Vaddhari 6.48 km, W 0.0001 7.00 7.0001 8 AAQ-8 Pipaliya 3.01 km, N 0.0002 7.30 7.3002 *Worst case scenario has been considered in which the incremantal GLC (Max. concentration for the pollutant during the baseline period at a location + Predicted GLC ) is mentioned in the above given table.

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Figure 49: Ground Level Concentration of SO2 3 The maximum Ground Level concentration for SO2 GLC was found to be 0.2554 μg/m

4.3.1.3 Oxides of Nitrogen (NO2)

The predicted concentrations of NO2 for study period are shown in the form of isopleths in Figure and Table.

3 Table 64 Ground level Concentration of NO2in μg/m

Distance & Baseline Incremental Predicted Sr. Location Name of Direction result result after GLC No. code location from Project (Avg.) development μg/m3 site μg/m3 of Project 1 AAQ-1 Project Site - 0.000 13.80 13.80 2 4.71 km, AAQ-2 Ardoi 0.0101 14.40 14.4101 ENE 3 AAQ-3 Gundasara 7.04 km, NE 0.0001 15.40 15.4001 4 6.12 km, AAQ-4 Sindhavadar 0.0301 11.30 11.3301 WSW 5 AAQ-5 Hadamtala 3.30 km, SE 0.0866 16.70 16.7866 6 AAQ-6 Bhojpara 6.57 km, SSE 0.0165 16.40 16.4165

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7 AAQ-7 Vaddhari 6.48 km, W 0.0002 14.80 14.8002 8 AAQ-8 Pipaliya 3.01 km, N 0.0003 11.40 11.4003 *Worst case scenario has been considered in which the incremantal GLC (Max. concentration for the pollutant during the baseline period at a location + Predicted GLC ) is mentioned in the above given table.

Figure 50: Ground Level Concentration of NOX

The maximum Ground Level concentration for NO2 GLC was found to be 0.4257 μg/m

The prediction results corresponding to PM10, SO2 and NOxas shown above indicate that theair quality impacts with respect to pollutants exclusively from the proposedprojects would be insignificant and the post-project status shall remain under prescribed NAAQS for Industrial, Residential and other areas. Also, during the operation phase of the project, the impacts on air quality due to vehicular emissions will be very less.It is for these reasons that the ambient air quality predictions using models have not been carried out for fugitive emissions from vehicles.

4.4 Noise Level There will be chances of increase in noise level due to the operation of plant andmachineries for manufacturing activities, utility operations and transportation ofproducts, raw materials and fuel.

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Exposure to continuous and extensive noise at a level higher than 85 dBA may lead tohearing loss. Continuous hearing loss differs from person to person with the level, frequency and duration of the noise exposed. Negative impact of noise on human is generally of a physiological and psychological nature. Hearing losses are the mostcommon effects among the physiological ones. Blood pressure increases, heart beataccelerations, appearance of muscle reflexes, sleeping disorders may be consideredamong the other physiological effects. The psychological effects of noise are morecommon compared to the psychological ones and they can be seen in the forms ofannoyance, stress, anger and concentration disorders as well as difficulties in resting andperception. Main source of noise in proposed plant is D. G. Set. However, the same will be stand byand operated only in case of main power failure. Proper and timely lubrication, oilingand maintenance is carried out for all plant and machineries. Thus, there will not be anymajor source of higher noise generation which can be propagated in vicinity.Ear plugs and ear muffs are provided to the workers working in high noise area.Greenbelt will act as a barrier to the spread of noise in the vicinity. Regular noisemonitoring will be carried out at the prominent place in the premises. As far as the noise that generated due to the transportation is concerned, the same will be minimizedthrough by maintaining transport vehiclesproperly. 4.5 Water Environment Domestic wastewater generated will be treated in Soak Pit or STP.The final treated industrial effluent from ETP willbe evaporated in an evaporator and condensate water will be reused in industrialactivities after proposed. Pucca flooring will be done at ETP area to avoid any type of leakage that can percolateinto soil and contaminat the ground water. Thus, there will not be any adverse impact on Ground water as well as Surface water during operation phase. 4.6 Land Environment During operation, Project activities such as improper Solid waste management, Direct discharging of Sewage on land can cause direct and indirect effect on soil. For this, all the necessary air pollution control system has been provided in existing and keep continue after the proposed. Sothat there will not be any adverse impact on soil. But, there will be no adverse effect of wastewater on soil since the treated effluent generated from the ETP is evaporated in an evaporator. All necessary control steps/measures has been provided in proposed plant for handling, Storage and disposal of solid/ hazardous waste generated. Industry has also developed greenbelt within the premises which prevent soil erosion which may change the landuse. 4.7 Soil Quality Impact: There are no major sources of land contamination from waste spillage. The used oil shall be collected in drums and shall be sold to the authorized recyclers identified by the GPCB/ CPCB. 4.8 Socio-Economic Environment Proposed project will have long term positive impact on socio-economicenvironment due to generation of direct employment for about 9 People. Preference will be given to the local people from thenearby villages as per the requirement. In addition, secondary job will beincreasedbecause of the day-to-day needs with the upcoming project. This willincrease the employment opportunity in the area as well as improve the living standardof the people in the area which also will help in improving educational, medical, healthand sanitation awareness in the people. Resident as well as local employees will getbenefited by facilities like drinking water, sanitation, first aid etc. provided by the proposed project M/s. Dell Laminate.

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Moreover, unit carries out CSR activities in the nearby area in the field of health,sanitation, medical aids, educational aids and contribution in infrastructuraldevelopment which has beneficial impacts on socio-economic environment. 4.9 Ecology and Biodiversity There is no sanctuary and national park within the 10 km area from the proposed projectsite. Also no rare and endangered flora and fauna have been reported during study in 10km area surrounding to the project site. Proposed project will be carried out inthe land of the proposed industrial premises and no vegetation will be required to becleared. Chances of adverse impacton ecology due to the propose project may occurr due to air pollution caused by flue gases emission.Regular monitoring of various parameterswill be carried out. Thus, this will definitely reduce the impact of air pollution on surroundingecology due to the proposed project. Greenbelt development will havepositive impact on flora and fauna 4.10 Occupational Health Several health related issues can be occurred with the workers of Synthetic organic chemicals industry dueto long term exposure in dusting, noise, handling of some hazardous chemicals,gaseous emissions etc. proper Sign boards will be provided for workers to make them aware from possible occupational hazards.

Figure 51 Safety Board (For Symboltic Only)

In the proposed unit, drinking water and sanitation facilities will be provided to workers. All the necessary personal protective equipment’s will be provided for the respective works. The unit will provide such arrangements to minimize manualhandling of chemicals and hazardous wastes. Regular health check-ups will be carried out ofall the workers and record is maintained for the same. Medical, fire and safety trainings will be given time-to-time. Moreover, unit will provide proper environmental management system and will operate with good efficiently. Thus, there will not be any possibility ofadverse impact on workers’ health & the same shall be continued further with the upcoming project.Thus, no adverse impact is expected on sanitation and community health. 4.11 Geo- Hydrology There should be proper collection and handling of effluent to avoid any leakages and spillages. It is recommended to provide pucca flooring in the process area as well as in chemical storage area. Chemical storage area is to be provided with dyke wall to controlor stop the effluent discharge on land which may contaminate soil. Industry shouldexplore the possibility of reuse/recycle and other cleaner production options forreduction of waste and to conserve fresh water.

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Specific mitigation as the creation of sediment retention basins or planting of rapidlygrowing vegetation to improve the moist condition of soil and control soil erosion. To perform rain water harvesting system for ground water recharge purpose as it is simple, economical and eco friendly. It reduce run off ground water pollution and soil erosion.

4.12 Odour Management Plan Odour Problem and Sources of emission Causes of odour can be bad sanitation, bacterial growth in the inter connecting pipes & unattended drains etc. Remedial Measures • Use of sanitation biocides to minimize the growth of aerobic/ anaerobic microorganisms • Steaming of major pipelines • Proper cleaning of drains • Regular use of bleaching powder in the drains to avoid growth of Sulphur decomposing

microorganisms to control H2S generation.

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Chapter 5 ANALYSIS OF ALTERNATIVES

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5.1 Introduction Alternative analysis is the process of analyzing the project’s location for suitability of basic necessities to operate the plant safely this analysis also covers the environmental aspect of pollution prevention and improvement in quality of life near to the project vicinity.

There is no alternative to setting up the project considering the increasing market demand of the product. Products proposed to be manufactured by the project proponent are widely used all over the world including India. At present, there are only few industries in India manufacturing these particular products, which have good market potential and will help companies to avoid imported chemicals. The products not only to increase the market availability but also to reduce import burdens of the country. 5.2 Site Alternative The project site is in proximity of Rajkot District of Gujarat State and the proposed project is to be operated within the proposed project area. Projectproponent is very well familiar with the surrounding environment; therefore, it becomes easy for the unit to set up, operate & maintain the project on choosenlocation i.e. Survey no. 22, Plot no. 1, B/h. Pentagon forgings, NH 27 (8B), Tal. Gondal, Dist. Rajkot. The other supporting features are briefly summarized hereunder:

Availability of adequate land; Availability of all basic facilities like infrastructure, communication, transportation, medical facilities, fuel, water, power, unskilled &skilled manpower, raw materials, road network etc.

 Proximity of market; Nearest City Rajkot is 26 km away from the project sitewhich is very well connected with other parts of the country by road & rail.  No R & R will be required; Easy availability of manpower  No national park or wildlife habitats fall within 10 km radial distance from theproject site.  The location of project is best suited to expand the manufacturing activities. So noalternative for site is analysed. 5.3 Alternative for Technologies The current process technology is at low pressure & temperature, there are no runaway or hazardous reactions, and advance technology is avaiable from USA however it’s economically not feasible.

Sr. Particular Proposed technologies Alternatives No. The unit is very concerned and conscious about the product The current process technology quality and equally about the is at low pressure & environmental protection & temperature, there are no Manufacturing resource conservation. Hence, 1. runaway or hazardous reactions, Process unit will put continuous efforts for and advance technology is replacing / upgrading plant and avaiable from USA however it’s machineries from time to time economically not feasible with the best available technology. Wastewater (washing and No alternatives are required since, 1. Water process) will be collected in proposed technology is adequate collection cum neutralization for treatment. 139

tank. After completion of primary treatment, wastewater will be taken towards sludge separation and sludge to sludge drying bed. ETP sludge along with evaporation residue from evaporator will be disposed off at TSDF site. Domestic wastewater will be treated in Soak Pit & Septic tank. There will be flue gas generation from proposed Proposed technology is suitable to steam boilers Individual. control emission of process gases Mechanical Dust Collector and & adequately designed, 2. Air Multicyclone separator Bag considering the pollution load, to filter will be installed r. Stack maintain prescribed norms of of adequate height will be GPCB. provided to proposed DG set . On-site temporary storage of different type of hazardous waste separated with proper labeling and demarcation will be provided.

Unit will obtain membership for disposal of hazardous As disposal facilities are safe and Solid/ waste from GPCB approved also guided by authority. No new 3. Hazardous TSDF/CHWIF sites for changes are required for switching waste additional quantity of on to other alternative hazardous waste.

Certain wastes will be managed by reusing within premises / selling to authorized regenerators /selling to scrap vendor / selling to MoEF&CC approved Recycler.

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Chapter 6 ENVIRONMENT MONITORING PROGRAM

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6.1 Environmental Monitoring Program Introduction: Environmental monitoring describes the processes and activities that need to take place to characterize and monitor the quality of the environment. Environmental monitoring is used in the preparation of environmental impact assessments, as well as in many circumstances in which human activities carry a risk of harmful effects on the natural environment. All monitoring strategies and programs have reasons and justifications which are often designed to establish the current status of an environment or to establish trends in environmental parameters. 6.2 Objectives of Monitoring • To comply with the statutory requirements of monitoring for compliance with conditionsof Terms of References given by MoEF & CC. • To comply with the provision of Factory Act 1948. • To verify the result of the impact assessment study in particular with regards to newdevelopment. • Identification of any significant adverse transformation in environmental condition toplan additional mitigation measures; if & as required. • To check or assess the efficiency of the controlling measures. • To ensure that new parameters, other than those identified in the impact assessmentstudy, do not become critical through the commissioning of new project. • To establish a data base for future impact assessment studies for new project. 6.3 Environmental Monitoring Program Environmental Monitoring should be carried out during operation phase of the project.

Monitoring and Reporting Procedure Regular monitoring of important and crucial environmental parameters is of immense importance toassess the status of the environment during operational phase. With the knowledge of baseline condition, the monitoring program can serve as an indicator for any deterioration in environmental conditions due to operational phase and suitable mitigation steps could be taken in time to safeguard the environment. Monitoring is as important as that of control of pollution since theefficiency of control measures can only be determined by monitoring. The proposed monitoring program gives below: 6.3.1 Ambient Air Quality Monitoring

Both ambient air quality and stack emission will be monitored. The ambient air quality with respect to NO2,

SO2, PM10 and PM2.5 will be monitored in at least 3-4 locations in and around the project site through a reputed environmental laboratory recognized byMoEF/NABL. Monitoring will be carried out for a period of 24 hours, every month during construction phase and quarterly in operation phase. Similarly, all the stacks in the proposed unit will be monitored once in three months with respect to NO2, SO2, particulate matter

(PM10) and Carbon Monoxide (CO) level.

6.3.2 Water monitoring Ground water monitoring locations will be identified and periodically check the Physical, chemical as well as biological parameter as per drinking water standard IS 10500: 2012.

6.3.3 Noise level monitoring Monitoring of the noise level is essential to assess the effectiveness of Environmental Management Plan implemented to reduce noise levels. A good quality sound level meter and noise exposure meter may be procured for the same. Audiometric tests shall be conducted periodically for the employees working close to the high noise sources. The noise levels due to machines and equipments will be monitored regularly.

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6.4 Monitoring Equipment and Consumables A well-equipped laboratory with consumable items will be provided for monitoring of important environmental parameters. Alternatively, monitoring can be outsourced from MoEF/NABL recognized laboratory.

Table 65 Environmental Monitoring Plan (During Operational Phase) Component Parameters Location Frequency Duration Minimum 3-4 locations with oneon upwind Ambient Air PM , PM , SO ,NO , side,one on downwind Quarterly 24 hrs Quality 10 2.5 2 2 & one on lateral side and one at project site. Stack As per the CPCB PM , SO ,NO , Each stack – for flue gas Quarterly emission 10 2 2 guidelines 24 hour reading Leq day, Leq In and around the with afrequency of Noise level Quarterly Night dB(A) work zone 10 minutes every hour Physico-chemical At relevant Sample every Soil Quality Quarterly characteristics locations season At locations of Survival rate of For 3 years after Ecology compensatory plantation Annually plantation operation starts and landscaping All relevant Regular Health Every 15 days As per requirement parameters check ups Depending on type of Solid waste Once during Solid waste One time sample wastes disposal location each season Ground & At least at three Drinking As per IS 10500:2012 Adjoining village Quarterly Locations. water

6.5 Environmental Budget Capital Investment towards environment protection, control and mitigations measures will be about Rs. 6.5 lakhs after proposed project. For environment protection and management and pollution control and treatment and monitoring systems, appropriate budgetary provision would be made and provision for recurring expenditure for environment management of the project would be made. The unit keeps provision for adequate funds aside to meet with regular expenses for the environmental control measures. Recurring cost for environmental management for the proposed project is given below;

Table 66 Budget Allocation for Environmental Management Capital cost (Rs. In Recurring cost (Rs. In Activities Lakhs) Lakhs) Air Pollution Control 1.8 1 Water pollution control 3.5 3 hazardous waste control 0.2 0.2 Noise Pollution control 0.2 0.1 Occupational Health 0.3 0.2 Green Belt Development & Maintenance 0.3 0.2

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Statutory Compliance & Chartered Services 0.2 0.1 Total 6.5 4.8

6.7 Corporate Environment Responsibility

Industry will provide 2.5% of the proposed project cost (i.e. ₹ 95.47Lakh) towards the Corporate Environment Responsibility. Socio-economic development activities will be planned based on the suggestions given by public as well as general necessities in villages.

Table 67 Budget Allocation for Corporate Environmental Responsibility Yearly amount to be spent in CER activities Total amount Type of Activities (Rs.) to be spent 1st Year 2nd Year 3rd Year 4th Year 5th Year (Rs.) Drinking & sanitation facilities in 20,730 20,729 12,729 12,729 12,729 79646 school of Bhunava village Organization of medical camps and health awareness 15,380 16,970 19,870 13,304 19,729 85253 programs in Bharudi and Pipaliya Village Donation in schools and for education aids in Daliya and 16,770 12,729 12,729 16,759 14,789 73776 Bhojpara Village Total 52,880 50,428 45,328 42,792 47,247 2,38,675

(Source: Office Memorandum F. N0. 22-65/2017-IA,III dated 01.05.2018)

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Chapter 7 ADDITIONAL STUDIES

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7.1 Public Consultation

“Public Hearing” refers to the process by which the concerns of local affected persons andothers who have plausible stake in the environmental impacts of the project or activityare ascertained with a view to taking into account all the material concerns inthe project or activity design as appropriate.

Notice for Public Hearing

As per the provisions of Notification No. S.O. 1533 dated 14/09/2006 and its amendment S.O. 3067(E) dated 01/12/2009, Ministry of Environment, Forest & Climate Change, Government of India, New Delhi, Public Hearing is conducted for M/s. Dell Laminates, for proposed manufacturing of (I) Phenol Formaldehyde Resines-78.75MT/Month (2) Urea Formaldehyde Resin-175 MT/Month (3) Melamine Formaldehyde Resin- 30 MT/Month (4) Cardanol Phenol Formaldehyde Resin-78.75 MT/Month, at Survey no. 22, plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat, India., which is covered under Category-“A as mentioned in their request application.

A copy of the draft Environment Impact Assessment Report and the Executive Summary of Environmental Impact Assessment Report was sent to the following authorities or office to make available the draft EIA report for inspection to the public during normal office hours, till the public Hearing is over.

1. The District Collector office, Rajkot 2. District Development Office, Rajkot 3. District Industry Centre, Rajkot 4. Taluka Development Office, Tal: KotadaSangani, Dist: Rajkot. 5. Additional principal Chief Conservator of Forest (C), Ministry of Environment, Forest & Climate Chage, GOI, Regional Office (West Zone), Kendriya Paryavaran Bhavan, B-5, Area Colony, Link Road-3, Ravisankar Colony, Bhopal-462016. 6. Regional Office, Gujarat Pollution Control Board, Rajkot, Race course, Ring road, Nr. Union Bank of India, Rajkot-360001.

Other concerned persons having plausible stake in the environmental aspects were requested to send their response in writing to the concerned regulatory authorities.

The Public Hearing was held on 15/10/2019 at 12:00 hours at Hadamtala Industrial Association Hall, Hadamtala Industrial Association, Survey No-177, P/18, Plot No: 01 Rajkot-Gondal N.H. 8-B, Bharudi Chowkdi, Neat Toll Plaza, Opp: 66 KV Power Station, Tal: Gondal, Dist: Rajkot-360311.

An advertisement in English was published in the daily “The Time of India” dated 12/09/2019 and in Gujarati daily “DivyaBhaskar” dated 12/09/2019.

Parimal Pandya, (GAS) Resident Additional Collector & Additional District Magistrate, Rajkot supervised and presided over the entire Public Hearing process.

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Publicity of Public Hearing To ensure maximum participation from the affected people wide publicity of the public hearing was done. Executive summary of the project in local language and in English was made available to the local self-government

All the issues raised by the villagers are being mentioned below;.

Sr. Name and address Issue raised Reply from Timeline Budgetary Allocation no. Project Proponent / Other 1 ShriVekariyaankitbhai What is the waste About 7.8 KLPD It will be 3.5 Lakhs has been Village: Bharudi water waste water will implemented allotted separately for generation be generated and during waste water treatment management it is first treated in construction and in EMP. Also, the plan? ETP and then will practicing the recurring cost of same same throughout is 3 Lakhs/Annum. taken further to Operation phase. evaporator for evaporation. 2 Shri Laxmanbhai What will be the 2.5% of total After the unit Drinking & vavecha contribution of project cost will comes in sanitation facilities in Village:Bhojpara unit in education be utilized for operation, schools of nearby and scholarship? CER activity. Unit contributions villages and 147

will provide under CER Organization of What will be the education aid and activities will be medical camps contribution of books to given. and health awareness unit in students of programs will be developrnent of villages located in organized and nearby villages. l0 km radius. separate budget of Rs. 1,64,899. How the staff number of 8 to 10 Needy children is ascertained? residing within l0 km radius of the unit will be given education aid and employment will be given to nearby located people.

The staff member number is ascertained on basis of requirement in manufacturing activity 3 Parirnal Pandya Books and Yes, these After the unit (GAS) scholarships are activities will be comes in Resident Additional provided by the covered under operation, Donations will be Collector & govemment , so CER activities. contributions made in school for Additional CER funds will be under CER educational aids District Magistrate, utilized for activities will be under CER activity, Rajkot school shed, given. Budget will be of Rs midday 73776. meal,cornputer etc.

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7.2 Risk assessment

This chapter deals with the study of prevention and mitigation of incidents / accidents which can lead to personal injuries, damage or loss of property, material, plant, equipment, and the environment.

The study is mainly concerned with conducting a risk assessment to identify the hazards and risks associated with the various activities and to identify and evaluate the control measures to eliminate / prevent accidents and loses, and / or mitigate the risk to minimum acceptable level.

The other aspect considered for the study includes the disaster management plan. Even after providing all necessary control measures, things may go wrong. The study includes the conditions, activities, material, manmade or natural, will be considered, which can lead to an emergency situation. A, well defined, disaster management plan will provide awareness and prompt action by employees to control emergency situation promptly and effectively and will minimize the losses.

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7.3 Objective of the study Quantitative Risk Assessment (QRA) study for M/s Dell Laminate has been carried out based on data provided by M/s Dell Laminate.The main objective of risk assessment -Quantitative Risk Assessment (QRA)is to identify and determine the potentialdamage or loss of life, property and environment and to provide a scientific argument for decision makers to provide and maintain the safety levels of the facilities to prevent or mitigate harm and loses. This is achieved by the following: • Identification of hazards that could be realized from manufacturing processes, plant equipment and machinery, raw materials and products. • Identify the potential failure scenarios that could occur within the facility. • To access, the potential risks associated with identified hazards to which the plant and its personal and community outside may be subjected. Consequences analysis of various hazards is carried out to determine the vulnerable zones for each probable accident scenario. • Evaluate the process hazards emanating from the identified potential accident scenarios. • Analyze the damage effects to the surroundings due to such accidents. • Conclusion and Recommendation to mitigate measures to reduce the hazard / risks. • To provide guidelines for the preparation of On-site response plan.

7.4 Scope of the study The Project will undertake Quantitative Risk Assessment (QRA) study for the storage tank area. Following listed material below are stored, used and handled in the premises Table 68 Chemical Storage Name of Raw Storage Facility / Max. Storage at a Storage condition Material Packing time (MT) Methanol MS Tank 10 Ambient Formaldehyde MS/HDPE tank 10 Ambient Acetic acid HHDPE Tank 0.21875 Ambient Phenol MS Tank 10.5 Ambient *NTP: Normal Temperature Pressure

QRA study will include the following task: • Hazard Identification • Failure Scenario • Consequence Analysis • Dispersion Modelling • Risk Assessment • Evaluation of risk reduction options and risk management plan 7.3 Methodology adopted for quantitative risk assessment (QRA) • Failure or ineffectiveness of the controls can lead to hazardous situation in any industry handling potentially hazardous materials. Following factors govern the severity of consequence of the loss of containment. • Intrinsic properties; flammability, instability and toxicity. • Dispersive energy; pressure, temperature and state of matter. • Environmental factors; topography and weather. • Handling and storage facilities and procedures. • Awareness, Training and Communication The study has been carried out in accordance with the National and International codes of practices using Process Hazard Analysis Software Tool (PHAST) software. The latest version of the renowned PHAST software package of DNV is used for carrying out the risk analysis.

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The full terms of potential hazardous scenarios and consequence events associated with the installation and operation was considered in the analysis.

Based on the operations to be carried at the plant, the Risk Analysis conducted to identify the affected distances and the damage of property and population from the identified scenarios considering the Maximum Credible Loss Scenario (MCLS) & Worst case scenario.

Maximum credible loss scenarios have been worked based on the inbuilt safety systems and protection measures to be provided for the operation of the facility & the Worst case scenario i.e. 100% catastrophic rupture have been worked out based on failure of the inbuilt safety system.

The Worst case Scenario assumed as catastrophic rupture, as per the guidelines suggested byDNV – UK, and maximum inventory at the time of failure.

Consequence analysis and calculations are effectively performed by computer software using models validated over a number of applications. Consequence modeling is carried out by PHAST (version 6.53) of DNV Software, UK.

PHAST uses the Unified Dispersion Model (UDM) capable of describing a wide range of types of accidental releases. The Model uses a particularly flexible form, allowing for sharp-edged profiles, which become more diffuse downwind.

PHAST contains data for a large number of chemicals and allows definition of mixtures of any of these chemicals in the required proportion. The calculations by PHAST involve following steps for each modeled failure case:  Run discharge calculations based on physical conditions and leak size.  Model first stage of release (for each weather category).  Determine vapour release rate by flashing of liquid and pool evaporation rate.  Dispersion modelling taking into account weather conditions.

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7.3.1 Software used

PHAST has been used for consequence analysis include discharge and dispersion calculations.

Other factors considered for risk assessment; Metrological condition: The consequences of released toxic or flammable material are largely dependent on the prevailing weather conditions. For the assessment of major scenarios involving release of toxic or flammable materials, the most important meteorological parameters which affect the atmospheric dispersion of the escaping material include crucial variables such as wind direction, wind speed, atmospheric stability and temperature. Rainfall does not have any direct bearing on the results of the risk analysis; however, it can have beneficial effects by absorption / washout of released materials. Actual behavior of any release would largely depend on prevailing weather condition at the time of release. For the present study the metrological data of Rajkot have been used.

Atmospheric parameters The wind speed and wind direction data which have been used for the study is summarized below: Wind Speed: 1.5&5 m/s Atmospheric Stability: D and F

Weather category

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One of the most important characteristics of atmosphere is its stability. Stability of atmosphere is its tendency to resist vertical motion or to suppress existing turbulence. This tendency directly influences the ability of atmosphere to disperse pollutants emitted into it from the facilities. In most dispersion scenarios, the relevant atmospheric layer is that nearest to the ground, varying in thickness from a few meters to a few thousand meters. Turbulence induced by buoyancy forces in the atmosphere is closely related to the vertical temperature gradient.

Temperature normally decreases with increasing height in the atmosphere. The rate at which the temperature of air decreases with height is called Environmental Lapse Rate (ELR). It will vary from time to time and from place to place. The atmosphere is said to be stable, neutral or unstable according to ELR is less than, equal to or greater than Dry Adiabatic Lapse Rate (DALR), which is a constant value of 0.98°C/100 meters.

Pasquill stability parameter, based on Pasquill – Gifford categorization, a meteorological parameter, describes the stability of atmosphere, i.e., the degree of convective turbulence.

Pasquill has defined six stability classes ranging from `A' (extremely unstable) to `F' (moderately stable). Wind speeds, intensity of solar radiation (daytime insulation) and nighttime sky cover have been identified as prime factors defining these stability categories.

When the atmosphere is unstable and wind speeds are moderate or high or gusty, rapid dispersion of pollutants will occur. Under these conditions, pollutant concentrations in air will be moderate or low and the material will be dispersed rapidly.

When the atmosphere is stable and wind speed is low, dispersion of material will be limited and pollutant concentration in air will be high. In general, worst dispersion conditions (i.e. contributing to greater hazard distances) occur during low wind speed and very stable weather conditions.

Hazards associated with Flammable chemicals The release of flammable gas or liquid can lead to different types of fire or explosion scenarios and will depend on the material released, mechanism of release, temperatureandpressure of the material and the point of ignition. Types of flammable effects are as follows.

Pool fire The released flammable material, a liquid stored below its normal boiling point, will collect in a pool. The geometry of the pool will be dictated by the surroundings. If the liquid is stored under pressure above its normal boiling point, then a fraction of the liquid will flash into vapor and the remaining portion will form a pool in the vicinity of the release point. Once sustained combustion is achieved, liquid fires quickly reach steady state burning. The heat release rate is a function of the liquid surface area exposed to air. An unconfined spill will tend to have thin fuel depth (typically less than 5 mm) which will result in slower burning rates. A confined spill is limited by the boundaries (e.g. a dyked area) and the depth of the resulting pool is greater than that for an unconfined spill.

Flash fire It occurs when a vapor cloud of flammable material burns. The cloud is typically ignited on the edge and burns towards the release point. The duration of flash fire is very short (seconds), but it may continue as jet fire if the release continues. The overpressures generated by the combustion are not considered significant in terms of damage potential to persons, equipment or structures. The major 153

hazard from flash fire is direct flame impingement. Typically, the burn zone is defined as the area the vapor cloud covers out to half of the LFL. This definition provides a conservative estimate, allowing for fluctuations in modelling. Even where the concentration may be above the UFL, turbulent induced combustion mixes the material with air and results in flash fire.

Jet Fire Jet flames are characterized as high-pressure release of gas from limited openings (e.g. Due to small leak in a vessel or broken drain valve). Boiling liquid expanding vapor explosion (bleve) or fireball: a fireball is an intense spherical fire resulting from a sudden release of pressurized liquid or gas that is immediately ignited. The best known cause of a fireball is a boiling liquid expanding vapor explosion (bleve). Fireball duration is typically 5 – 20 seconds.

Vapor cloud explosion When a large quantity of flammable vapor or gas is released, mixes with air to produce sufficient mass in the flammable range and is ignited, results a vapor cloud explosion (vce). Without sufficient air mixing, a diffusion-controlled fireballmay result without significant overpressures developing. The speed of flame propagation must accelerate as the vapor cloud burns. Without this acceleration, only a flash fire will result.

Consequence Analysis

Introduction

The consequence analysis is carried out to determine the extent of spread (dispersion) by accidental release which may lead to jet fire, pool fire, tank fire resulting into generating heat radiation, overpressures, explosions etc.

Selected Failure Cases

Earlier, it was the practice to select a particular item in a unit as failure scenario, e.g. rupture of reactor outlet pipe. Such selection is normally subjective on following parameters:

Properties of material namely Toxic or Flammable.

The likely severity of consequence in the event of accidental release based on inventory, operated pressure & operated temperature.

The probability of failure of various equipments such as valves, flanges, pipe, pressure vessels etc. used in the plant.

Effect of release

When hazardous material is released to atmosphere due to any reason, a vapor cloud is formed. Direct cloud formation occurs when a gaseous or flashing liquid escapes to the atmosphere.

Dispersion of hydrocarbon vapor with wind till it reaches its lower flammability limit (LFL) or finds a source of ignition before reaching LFL, which will result in a flash fire or explosion. 154

Spillage of liquid hydrocarbons will result in a pool of liquid, which will evaporate taking heat from the surface, forming a flammable atmosphere above it. Ignition of this pool will result in pool fire causing thermal radiation hazards.

A fireball or BLEVE (Boiling Liquid expanding Vapor Explosion) occurs when a vessel containing a highly volatile liquid (e.g. LPG, Propylene etc.) fails and the released large mass of vapor cloud gets ignited immediately. It has damage potential due to high intensity of radiation and generation of the overpressure waves, causing large scale damage to nearby equipment and structures.

Catastrophic failure of tanks/ pressurized vessels, rotary equipment and valves etc. can result in equipment fragments flying and hitting other equipment of the plant.

Release of toxic compounds results in the toxic vapour cloud traveling over long distances, affecting a large area, before it gets sufficiently diluted to harmless concentration in the atmosphere.

The material is in two phases inside the containment - liquid & vapor. Depending on the location of the leak liquid or vapor will be released from the containment. If vapor is released a vapor cloud will form by the mixing of the vapor and air. The size of the vapor cloud will depend on the rate of release, wind speed; wind direction & atmospheric stability will determine the dispersion and movement of the vapor cloud.

If liquid is released there will be some flashing as the boiling point of liquid is below the ambient temperature. The vapor formed by immediate flashing will behave as vapor release. The liquid will fall on the ground forming a pool. There will be vaporization from the pool due to the heat gained from the atmosphere & ground.

There will be dispersion and movement of vapor cloud formed by evaporation of liquid.

The behaviour of material released by loss of containment depends on the following factors:

• Physical properties of the material. • Conditions of material in containment (pressure and temperature). • Phase of material released (liquid or gas). • Inventory of material released. • Weather parameters (temperature, humidity, wind speed, atmospheric stability) • Material with boiling point below ambient condition. • Hazards Associated with Explosives chemicals Damage Criteria • Damage due to thermal radiations and overpressure have been arrived at by taking in to consideration the published literature on the subject. The consequences are then visualized by the superimposing the damage effects zones on the proposed plan site and identifying the elements within the project site as well as in the neighbouring environment, which might be adversely affected, should one or more hazards materialize. Thermal damage

The effect of thermal radiation on people is mainly a function of intensity of radiation and exposure time. The effect is expressed in terms of the probability of death and different degrees of burn. The following tables give the effect of various levels of heat flux.

Fatal Radiation Exposure Levels

Table 69- Fatal radiation Exposure level

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FATALITY

1% 50% 99%

RADIATION LEVEL kW/m2 EXPOSURE IN SECONDS

4.0 150 370 930

12.5 30 80 200

37.5 8 20 50

Overpressure Damage

Table 70- Overpressure Damage Criteria

OVER PRESSURE

(mbar) MECHANICAL DAMAGE TO EQUIPMENTS DAMAGE TO PEOPLE

1% death from lung damage

>50% eardrum damage

300 Heavy damage to plant & structure >50% serious wounds from flying objects

>1% eardrum damage

100 Repairable damage >1% serious wounds from flying objects

30 Major glass damage Slight injury from flying glass

10 10% glass damage ***

Hazards Associated with Toxic Materials

It is necessary to specify suitable concentration of the toxic substance under study to form the end- point for consequence calculations. American Industrial Hygiene Association (AIHA) has issued Emergency Response Planning Guidelines (ERPG) for many chemicals, describes the various scenarios:

ERPG-1 is the maximum airborne concentration below which it is believed that nearly all individuals could be exposed for up to 1 hour without experiencing other than mild transient adverse health effects or perceiving a clearly defined, objectionable odour.

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ERPG-2 is the maximum airborne concentration below which it is believed that nearly all individuals could be exposed for up to 1 hour without experiencing or developing irreversible or other serious health effects or symptoms, which could impair an individual's ability to take protective action.

ERPG-3 is the maximum airborne concentration below which it is believed that nearly all individuals could be exposed for up to 1 hour without experiencing or developing life-threatening health effects.

Toxic limit values as TLV (Threshold Limit Value), STEL (Short Term Exposure Limit), Immediately Dangerous to Life or Health (IDLH) concentrations are issued by US National Institute for Occupational Safety and Health (NIOSH).

TLV: Threshold Limit Value – is the permitted level of exposure for a given period on a weighted average basis (usually 8 hrs. for 5 days in a week).

STEL: A Short Term Exposure Limit (STEL) is defined by ACGIH as the concentration to which workers can be exposed continuously for a short period of time without suffering from:

Irritation

Chronic or irreversible tissue damage

Narcosis of sufficient degree to increase the likelihood of accidental injury, impair self rescue or materially reduce work efficiency.

The permitted Short Time Exposure Limit usually have maximum exposure for 15-minute.

IDLH: IDLH is an acronym for Immediately Dangerous to Life or Health. This refers to a concentration, formally specified by a regulatory value, and defined as the maximum exposure concentration of a given chemical in the workplace from which one could escape within 30 minutes without any escape-impairing symptoms or any irreversible health effects. This value is normally referred to in respirator selection.

Properties of the chemicals

Name of Storage Storage of Flash Point Flammability Storage Chemical Facility / Chemical Limit (Vol. %) condition SN Packing (MT/M) 0C

1. Methanol MS Tank 20 11 Lower: 7 % NTP

Upper: 36 %

2. Phenol MS Tank 20 79 Lower: 1.7 % NTP

Upper: 8.6 %

3. Formaldehyde MS/HDPE 50 50-78 Lower: 7 % NTP

Tank Upper: 73 %

4. Acetic Acid HDPE 1 39 Lower: 4 % NTP

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Tank Upper: 19.9 %

Consequence Analysis Introduction

In order to form an opinion on potentially serious hazardous situations and their consequences, consequence analysis of potential failure scenarios is conducted. It is qualitative analysis of hazards due to various failure scenarios. In consequence analysis, each failure case is considered in isolation and damage effects predicted, without taking into the account of the secondary events or failures it may cause, leading to a major disastrous situation. The results of consequence analysis are useful in developing disaster management plan and in developing a sense of awareness among operating and maintenance personnel. It also gives the operating personnel and population living in its vicinity, an understanding of the hazard they are posed to

Selected Failure Cases

Earlier, it was the practice to select a particular item in a unit as failure scenario, e.g. rupture of reactor outlet pipe. Such selection is normally subjective on following parameters:

Properties of material namely Toxic or Flammable.

The likely severity of consequence in the event of accidental release based on inventory, operated pressure & operated temperature.

The probability of failure of various equipments such as valves, flanges, pipe, pressure vessels etc. used in the plant.

Size of Release: For accidental releases identified for consequence analysis is 50mm leakage. The scenarios are considered to be confined to those equipment failures which involve the leakage of flammable or toxic products, of which the frequency of occurrence and the severity of the consequences have been taken into consideration and which may have a low probability of early detection.

Taking this factor into consideration, a list of selected failure cases was prepared based on process knowledge, inventory, engineering judgment, and experience, past incidents associated with such facilities and considering the general mechanisms for loss of containment. Cases have been identified for the consequence analysis.

Effect of Release

When hazardous material is released to atmosphere due to any reason, a vapor cloud is formed. Direct cloud formation occurs when a gaseous or flashing liquid escapes to the atmosphere.

Dispersion of hydrocarbon vapor with wind till it reaches its lower flammability limit (LFL) or finds a source of ignition before reaching LFL, which will result in a flash fire or explosion.

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Catastrophic failure of tanks/ pressurized vessels, rotary equipment and valves etc. can result in equipment fragments flying and hitting other equipment of the plant.

Release of toxic compounds results in the toxic vapour cloud traveling over long distances, affecting a large area, before it gets sufficiently diluted to harmless concentration in the atmosphere.

There will be dispersion and movement of vapor cloud formed by evaporation of liquid.

The behavior of material released by loss of containment depends on the following factors:

• Physical properties of the material • Conditions of material in containment (pressure and temperature) • Phase of material released (liquid or gas) • Inventory of material released Consequence Analysis

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Methanol

Scenario details 5 mm lea k 25 mm leak 100 mm leak Catastrophic Rupture Weather Category 1.5 F 1.5 D 5D 1.5 F 1.5 D 5D 1.5 F 1.5 D 5D 1.5 F 1.5 D 5D

Flash Fire Envelope (m) 3 3 2 8 8 6 11 11 11 11 12 26 7500 Conc. (ppm) 8 7 2 18 16 9 26 28 21 64 52 78 15000 Thermal Damage Distance by Pool Fire (m) 15 15 15 63 62 62 103 102 104 102 102 104 4 Radiation 9 9 10 41 40 44 67 67 73 66 66 73 Intensity 12.5 (KW/m2) N/A N/A N/A 26 26 25 43 43 43 41 41 42 37.5 Thermal Damage Distance by Jet Fire (m) 5 5 4 15 15 13 41 41 38 N/A N/A N/A 4 Radiation N/A N/A N/A N/A N/A 11 N/A N/A 31 N/A N/A N/A Intensity 12.5 ( KW/m2) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 37.5 Maximum Distance at Overpressure Level (m) N/A N/A N/A 24 23 N/A 106 89 105 231 232 243 0.02068 Overpressure N/A N/A N/A 5 5 N/A 21 17 20 45 45 14 0.1379 ( bar) N/A N/A N/A 3 3 N/A 15 13 15 34 33 10 0.2068

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NA‐ Not Applicale

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The results for 100mm leak and catastrophic case are superimposed on plot plan and presented in below figures. The results for only credible scenarios are presented.

Flash fire in case of 100mm leak of Methanol Storage Tank

Flash fire envelope in case of 100mm leak of Methanol Storage Tank

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Late pool fire Intensity radii in case of 100mm leak of Methanol Storage Tank

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Jet Fire Intensity radii in case of 100mm leak of Methanol Storage Tank

Jet Fire envelope Intensity radii in case of 100mm leak of Methanol Storage Ta

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Late Explosion worst case radii in case 100mm leak of Methanol Storage Tank

Maximum Concentration Footprint in case 100mm leak of Methanol Storage Tank

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Maximum Concentration Footprint envelope in case 100mm leak of Methanol Storage Tank

Flash Fire in case of catastrophic rupture of Methanol Storage Tank

Flash Fire envelope in case of catastrophic rupture of Methanol Storage Tank

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Late Pool Fire intensity radii in case catastrophic rupture of Methanol Storage Tank

Late Pool Fire envelope intensity radii in case catastrophic rupture of Methanol Storage

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Late Explosion worst case radii in case catastrophic rupture of Methanol Storage Tank

Maximum Concentration footprint in case of catastrophic rupture of methanol Storage Tank

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Maximum Concentration footprint in case of catastrophic rupture of methanol

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Phenol

Scenario details 5 mm leak 25 mm leak 100 mm leak Catastrophic Rupture

Weather Category 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D

Flash Fire Envelope (m)

7500 3 3 3 15 17 16 0 6 0 508 162 47

Conc. (ppm) 15000 0 9 1 12 11 13 2 3 0 315 94 40

Thermal Damage Distance by Pool Fire (m)

Radiation 4 27 28 27 62 70 63 75 84 75 73 83 73 Intensity (KW/m2) 12.5 17 20 17 31 33 30 38 41 38 34 37 35

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Scenario details 5 mm leak 25 mm leak 100 mm leak Catastrophic Rupture

Weather Category 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D

37.5 8 9 9 N/R N/R N/R N/R N/R N/R N/R N/R N/R

Thermal Damage Distance by Jet Fire (m)

4 11 13 12 48 41 48 148 130 148 N/A N/A N/A

Radiation 12.5 9 9 8 38 32 38 117 100 117 N/A N/A N/A Intensity ( KW/m2) 37.5 6 7 6 32 26 32 97 82 97 N/A N/A N/A

Maximum Distance at Overpressure Level (m)

0.02068 N/A N/A N/A 35 32 34 127 129 123 417 359 327

Overpressure ( 0.1379 N/A N/A N/A 16 16 16 55 63 54 411 134 114 bar) 0.2068 N/A N/A N/A 15 14 15 49 57 48 412 121 97

The results for 100mm leak and catastrophic case are superimposed on plot plan and presented in below figures. The results for only credible scenarios are presented.

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Flash fire in case of 100mm leak of Phenol Tank

Intensity radii for late pool fire in case of 100mm leak of Phenol tank

Intensity radii Jet fire in case of 100mm leak of Phenol tank

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Flash fire in case of catastrophic rupture of Phenol Tank

Intensity radii for late pool fire in case of Catastrophic rupture of Phenol tank

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Acetic Acid Storage Tank

Scenario details 5 mm leak 25 mm leak 100 mm leak Catastrophic Rupture

Weather Category 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D

Flash Fire Envelope (m)

27000 16 4 15 89 51 93 163 162 190 40 50 32

Conc. (ppm) 54000 8 3 4 71 34 70 123 126 145 25 33 22

Thermal Damage Distance by Pool Fire (m)

4 NH NH NH NH NH NH NH NH NH NH NH NH

Radiation 12.5 NH NH NH NH NH NH NH NH NH NH NH NH Intensity (KW/m2) 37.5 NH NH NH NH NH NH NH NH NH NH NH NH

Thermal Damage Distance by Jet Fire (m)

4 13 10 13 55 45 55 186 153 186 NH NH NH

Radiation 12.5 NR 8 NR 45 37 45 152 124 152 NH NH NH Intensity ( KW/m2) 37.5 NR NR NR NR NR NR NR 103 NR NH NH NH

Maximum Distance at Overpressure Level (m)

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0.02068 26 22 NA 238 115 202 339 320 330 239 241 242

Overpressure ( 0.1379 13 12 NA 110 62 111 187 171 204 63 71 63 bar)

Scenario details 5 mm leak 25 mm leak 100 mm leak Catastrophic Rupture

Weather Category 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D

0.2068 12 11 NA 103 59 106 180 166 198 54 60 52

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Jet Fire Intensity radii in case of 100mm leak of Acetic Acid Storage Tank

Late Explosion worst case radii in case 100mm leak of Acetic Acid Storage Tank

Flash Fire in case of 100mm leak of Acetic Acid Storage Tank

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Late Explosion worst case radii in case catastrophic rupture of Acetic Acid Storage Tank

Flash Fire Envelope in case of Catastrophic Rupture of Acetic Acid Storage Tank

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Formaldehyde Storage Tank

Scenario details 5 mm leak 25 mm leak 100 mm leak Catastrophic Rupture

Weather Category 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D

Flash Fire Envelope (m)

35000 14 4 10 73 42 74 214 103 207 218 168 216

Conc. (ppm) 70000 5 3 4 47 23 39 149 63 126 141 106 136

Thermal Damage Distance by Pool Fire (m)

4 12 12 11 64 61 63 153 152 152 167 173 165

Radiation 12.5 8 7 7 41 43 41 100 107 99 106 120 105 Intensity (KW/m2) 37.5 NR NR NR 25 23 25 59 58 58 59 64 58

Thermal Damage Distance by Jet Fire (m)

4 12 10 12 48 40 48 143 121 143 NA NA NA

Radiation 12.5 NR 8 NR 39 33 39 118 98 118 NA NA NA Intensity ( KW/m2) 37.5 NR NR NR NR NR NR NR 78 NR NA NA NA

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Maximum Distance at Overpressure Level (m)

0.02068 22 NA 21 190 95 142 606 249 490 567 539 565

Overpressure ( 0.1379 12 NA 12 93 50 84 287 129 256 267 171 238 bar)

Scenario details 5 mm leak 25 mm leak 100 mm leak Catastrophic Rupture

Weather Category 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D 1.5 F 5D 1.5D

0.2068 11 NA 11 87 48 80 267 121 242 250 160 227

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Jet Fire Intensity radii in case of 100mm leak of Formaldehyde Storage Tank

Intensity radii of Late Pool Fire in case of 100mm leak of Formaldehyde Storage Tank

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Late Explosion worst case radii in case 100mm leak of Formaldehyde Storage Tank

Flash Fire Envelope in case of Catastrophic Rupture of Formaldehyde Storage Tank

Intensity radii of Late Pool Fire in case of Catastrophic Rupture of Formaldehyde Storage Tank

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Late Explosion worst case radii in case of Catastrophic Rupture of Formaldehyde Storage Tank

Flash Fire Envelope in case of Catastrophic Rupture of Formaldehyde Storage

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Conclusion

In above QRA study we found that this industry stored hazards material like corrosive and toxic acids and flammable chemicals etc. In case of 100 mm leakage in formaldehyde storage tank the damage distance and affected area around 606 m from the object during worst case.

Proposed control measures on the basis of consequeses analysis.

Follow disaster management plan/procedure in case of any spillage, release and fire of hazardous material. Provide specific active and passive firefighting system.

Proposed Control Measures

• To prevent fatalities, injuries and to reduce damage to buildings and contents follow Workplace Emergency Planning & Preparedness procedure: • Onsite emergency response plan will be prepared and implement. • Trained employees will be deployed for operation. • Adequate personal protective equipment will be provided to all working personnel. • Fire hydrant system and fire extinguishers will be installed. • Regular training programs will be conducted for enhancement of employees’ competence. • Earthing and bonding will be provided to all the storage tanks and pipeline to prevent accumulation of static charge. • Safe operating procedures will be developed and implemented. • National / International engineering standards in the Design, Construction and testing of the storage tanks, equipment and other hardware will be adhered. • Visual display signage will be provided. • Material safety sheet and SOP will be displayed. • Safety appliances and equipment (Self-contained breathing apparatus, safety shower etc.) will be provided. MITIGATION MEASURES

• General Measures and Recommendations are as follows: • Storage areas shall be free from accumulation of materials. • Non-freeze safety showers and eyewash fountains shall be provided, clearly marked, well lit and with unobstructed access. • Periodic on site emergency Mock Drills and occasional Off Site Emergency Mock. Drills to be conducted, so those staffs are trained and are in a state of preparedness to tackle any emergency. • Safe operating procedure to be prepared for hazardous process and material handling process. • Safety devices and control instruments to be calibrated once in a year. • Proper colour work as per IS 2379 to plant pipeline and tank, equipments to be done once in a six month to protect from corrosion. • Preventive maintenance schedule to be prepared for all equipments. • Permit to work system to be implemented for hazardous work in the plant. • Safe handling of solvent drum procedure should be defined. • It is recommended to store the drums having flammable material at low height to avoid accidental damage and fire hazards during the transfer of drums using forklifts

REFERENCES

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• Quantitative Risk Assessment-M.J Borysiewiez, M.A. Borysiewiez, L. Garanty, A. Kozubal • Guide to Manufacture, Storage and Import of Hazardous Chemicals Rules (MSIHC), 1989 issued by the ministry of environment and forests, (MoEF) Govt. of India as amended up to date. • Guideline for QRA from the- “PURPLE BOOK” • World Bank Technical papers relating to “Techniques for assessing Industrial Hazards”. • Major Hazard Control by ILO. • Risk Management Program guidelines by EPA (US) • World Bank Technical Paper no. 55 – Technical ltd. For assessing hazards – A Manual.

7.4 Disaster Management Plan

Introduction to Disaster Management Plan The proponent M/s. Dell Laminate is a proposed expansion project located at Village Bharudi, Gondal, Rajkot in Gujarat State. M/s. Dell Laminate is promoted by Mr.Bhavin Kumar Manvar. The promoter’s plan is to manufacture synthetic resin adhesives.

A Disaster Management Plan is prepared to meet any grave emergency which can occur due to Natural Disasters such as Floods, Earthquakes, or due to Man-Made Disasters such as Acts of war and Fires, Power failures etc.

An Action Plan has been drawn to fix responsibility and actions to be taken by various groups to meet and contain the disaster within the shortest possible time and with minimum loss to men, material and property. It is the responsibility of all the individuals in their respective areas to ensure the success of this plan. This plan shall be circulated for benefit / training of all individuals residing in the premises.

Objective The objective of the plan is to down step to handle emergency situation that may arise due tospillage and fire while handling the plant &the equipmentsand any adverse effect on employees and public at large which is minimized and normalcy is restored within shortest possible time. The Disaster Management Plan is aimed to ensure safety of life, protection of environment, protection of installations, restoration of production and salvage operations in the same order of priorities. For effective implementation of the Disaster Management Plan, it will be widely circulated and personnel training will be given through rehearsals/drills. Disaster management plan/Emergency Response Plan (action plan) has been drawn to fix responsibility & actions to be taken by various groups to meet & contain the emergency within the shortest possible time & with minimum loss to men, materials, machines & property. It is responsibility of all individuals in their respective areas to ensure success of this plan. This plan will be circulated for benefit / training of all individuals working. The major functions & objectives to formulate the plan are: i) To mobilize the available / trained manpower and handle the emergency from:  On-site (within factory)  Off-site (through outside agencies). ii) To ascertain urgently the likely area of influence and take actions for warnings, control of disaster with minimum damage to men, material, machines and evacuation of employees / public, identify the persons affected / dead, arrange first aid / medical help to the victims. iii) Inform relatives of the casualties; provide authoritative information to News Media & others; preserve relevant records &equipment needed as evidence in any subsequent inquiry. iv) Appraise District Administration / Civil authorities’ etc. Inorder to ensure prompt relief for execution of Emergency Response Plan.

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This document sets out the Disaster management plan/emergency plans for all levels of accident ranging from a local incident within the site boundary to a situation that requires outside support. The objectives of the Disaster management plan /emergency plan are:  To protect lives of working personnel and nearby population.  To contain the hazards and to control their spread.  To minimize the impact on the environment.  To minimize the loss to plant and production.

Definition and scope A major emergency is defined as one, which may affect one or several sections of the plant and possibly extend beyond the factory boundaries. It may cause serious injuries, loss of life or extensive damage to property. The Disaster Management Plan has been prepared in order to provide proper guidance to plant operating personnel to confidently handle any accidental spillage or fire / explosion or any natural calamity or sabotage. With this objective, comprehensive information has been assembled in the materials used,about its hazardous properties, fire hazards, safety appliances, safety measures incorporated in the plant, emergency procedures and finally regarding the constitution & responsibility of Emergency Rescue Team (Emergency Response & Management Team / Task Force).

Methodology A major emergency occurring at a plant is one that may cause serious injuries, loss of life, extensive damage to property or environment or serious disruption inside or outside the plants. This may demand the rescue and relief measures on a war footing to handle it effectively and quickly. Within the high-risk technology industries, the need for well-planned measures should be self-evident.

No matter how well a process is controlled and safeguarded by instruments and process safety procedures, it is inevitable that there is a residual risk, which is capable of causing a variety of emergencies.

The Factories Act, 1948 as amended in the year 1987 under section 41B requires that every occupier shall draw up a Disaster Management Plan and detailed disaster control measures for his plant and make them know to the employees and to the general public living in the vicinity of the plant.

Its objective is to reduce the severity of loss following particular hazardous incidents. At the same time, must be clearly understood that it is not a substitute for maintaining good standards for working consistence with the requirements of safety and health inside the plants.

Level of disasters The Guidelines (NDMA Guidelines) categorize the levels of disasters into L0, L1, L2, & L3 based on the ability of various authorities to deal with them. In short, in order to facilitate the responses and assistances to States and Districts, the levels of disasters have been defined as follows.

1. L0 level denotes normal times which will be utilized for close monitoring, documentation, prevention and preparatory activities. Training on search and rescue, rehearsals, evaluation and inventory updation for response activities will be carried out during this time. 2. L1 level specifies disaster that can be managed at the District level, however, the State and Centre will remain in readiness to provide assistance if needed. 3. L2 level disaster situations are those which require assistance and participation of State, mobilization of its resources for management of resources. 4. L3 level disaster situation is in case of large scale disaster where the State and District authorities have been overwhelmed and require assistance from the Central Government for reinstating the State and District machinery as well as for rescue, relief, other response and recovery measures.

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In most cases, the scale and intensity of the disaster as determined by the concerned technical agencies like Indian MeteorologicalDepartment (IMD)/ Indian National Centre for Ocean Information Services (INCOIS) are sufficient for the declaration of L3 disaster.

Information on risk evaluation preliminary hazard analysis The Disaster Management Plan describes the Organization & procedures for dealing with potential accidents arising from the operations of M/s. Dell Laminate.

Experience of accidents that have occurred in various other similar plants was considered in the preparation of this Plan especially material while handling synthetic organic chemical unit identical to this plant. This plan will need periodic review & modification following emergency exercise, or include any new information relating to changes to the facilities.

This Plan is needed to respond to a variety of emergencies / disasters:

i) Disasters due to emergency on account of: a. Fire or explosion b. Spillage a. Fire or explosion: The organization is handling Synthetic organic chemical unit, the fire is mainlycaused in process equipment and electrical equipmentsuch as transformers, DG sets etc. b. Spillage: Accidental spillage/leakage of material while handling of chemicals causing engulfment of workers. ii) Disaster due to natural calamities such as: a. Flood b. Earth quake c. Storm / cyclone d. Heat Waves a. Flood The southwest monsoon brings a humid climate from mid-June to mid-September. The average annual rainfall is around 590 mm (23 in).The nearest water body from the facility is Aji River. The heavy rainfall and water released from the Aji River may increase water level in the river bed creating flood situation.

b. Earth quake This zone is classified as Moderate Damage Risk zone which is liable to MSK VII and also 7.8. The IS code assigns zone factor of 0.16 for Zone 3.

c. Storm / cyclone Cyclones make impact by killing people, damaging property, crops and infrastructure. The area falls under category in which wind speed is 48-50m/sec. So the chances are there for storm & cyclone. Heat Waves. During summer time, the temperature ranges between 24 °C and 42 °C,leading to severe heat wave conditions. This results in loss of life of many people particularly, homeless, gardeners, daily wagers who work out under direct sun, auto drivers, etc.

iii) Disaster due to external factors such as:

a. Sabotage, Civil Riots or War, Terrorism, air raid, etc.

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Sabotage, Civil Riots or War, Terrorism: No solution can be offered to eliminate either terrorist threats or planted bombs, but one can be well or badly prepared to cope with them when such incidents happen. It is essential for organizations to design and implement both good physical security and a comprehensive bomb threat response plan.

The condition which creates emergency.

 Flood - The probability of the flood is moderate and intensity is low to moderate.  Earthquake - This zone is classified as Moderate Damage Risk zone which is liable to MSK VII and also 7.8. The IS code assigns zone factor of 0.16 for Zone 3.  Cyclone causes stampede in crowd.  Storms causes stampede in crowd.  Bombarding during terrorist attack or war.  Political Violence- Rajkotis politically an active city ever since the struggle for independence. The political culture of Rajkot has been rapidly undergoing change and political violence cannot be ruled out.

RECOMMENDATIONS

Flood:

 Introduce better flood warning systems  Modify homes and businesses to help them withstand floods nearby river side.  Construct buildings above flood levels  Protect wetlands and introduce plant trees strategically  Put up more flood barriers.

Earthquake:

 Find a clear spot away from buildings, trees, and power lines. Drop to the ground.  Don’t Rush Indoors  Stay Put remain there until the earth stops shaking  Remain Calm until the earth stops shaking

Bridge Collapse:

 Immediately call ambulance  Immediately call Police, NDRF & Municipal Commissionaire.  Stop movement across bridge.  Survey site and remove people from covered collapse material.

Cyclone/Storm:

 Immediately call ambulance & NDRF team.  Provide shelter for the victims and provide first aid on site.  Survey site and remove people from covered collapse material.

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Terrorist Attack/ Political Violence:

 Don’t be panic and threatened.  Call the police, ambulance & District Collector.

The above are the summarized results of an analysis of hazard, risk and disaster impact inRajkot. For more study of risk criteria please refer, Gujarat State Disaster Management Plan. The action plan responding to an emergency situation depends very much on the level of the emergency which, itself is defined by the consequences arising from the types of hazard identified.

Disaster preparedness This section highlights the Organization for disaster preparedness. No plan will succeed without effective Disaster Management. Disaster Management Plan is a part and parcel of a good ON-SITE and OFF-SITE emergency plan, without which all resources, facilities etc., event available with us, cannot be put into services at a right time is the key factor in tackling an emergency. It is not possible to envisage and detail every action which should be taken in emergency and to harness the basic elements of emergency preparedness such as Gravity of emergency, Communication of information, on-site action for process and emergency controls, Mobilization of internal and external resources for fire and spillage etc. Emergency Organization is set up specifying duties and responsibilities of all to make best use of all resources and to avoid confusion while tackling the emergency. Disaster Management Plan / On-Site Emergency Plan highlight the flow of information and co-operation among various action groups within the factory. Off-site Emergency Plan indicates various action groups at district levels which will get engaged in case of off-site emergency. Emergency organization and arrangement include:  Site Main Controller  Incident Controller  Service coordinator  Assembly Points  Emergency Control Centre  Medical Services & First Aid  Transport & Evacuation arrangements  Other arrangements etc.

Emergency Organization This section is devised to suggest the organization for emergency preparedness. Key personnel to combat emergency are nominated with specific responsibilities according to set procedures and making best use of the resources available and to avoid confusion. Such key personnel include Site Main Controller, Incident Controller;Services Coordination includes Fire & Safety, Security, Engineering Services (Maintenance), Environment, Lab (QC/QA), HR & Admin, Account & Finance, Store & purchase and Process.

Plant Assembly Points The assembly points will be selected considering the distance from the hazardous place, wind direction, capacity to accommodate the required number of people and availability of the other resources in that area. In case of emergency, it will be necessary to evacuate all personnel from effective area except personnel who will be directly involved in dealing with the incident. On evacuation people will go to pre assigned assembly points.

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Emergency Control Centre (ECC) The emergency control center shall be situated in the plant, from which the operation to handle the emergency are directed and coordinated. The center will be equipped with all necessary emergency equipment, communication arrangement to receive and transmit information and directions from and to the incident controller and areas of the works as well as outside.

The emergency contact numbers for the mutual aids like nearest police station, fire station, hospital, ambulance service etc. & list of emergency team members and various activity coordinators will be displayed at the emergency control center, security gate and other prominent locations. Emergency Control Centre Will Contain the Following Facilities: a. Adequate number of telephones for external & internal communication b. Plans of the location c. Stationeries d. Copies of the on-site and off-site emergency plans e. Firefighting equipment such as Fire extinguisher, fire hoses & nozzles etc. f. Safety equipments such as SCBA, gum boots, gloves, goggles, cover all etc.

Trained personnel will always be available in these areas who can rush to the emergency point in shortest time. Warning system will always be kept in working order. Fire extinguishers of suitable types and hydrants will be provided at almost all the places of plant.

Medical Services and First Aid M/s. Dell Laminates will set up a First-Aid Centre in the Factory premises & will arrange pre-employment & periodic medical examination of the employees.

An emergency vehicle will be available for evacuation and transportation of people to hospital, H.J. Doshi Hospital, which is approx. 7.6 Km from the plant.

The First aid team will play critical role in attending the victims in case of any accident. First Aid boxes & list of trained first-aider will be available at security Check Post.

In case of any medical assistance other than first aid, the Admin In-charge/ Site- SHE representative will arrange for a vehicle to shift the casualty to the company accredited hospital, or call an ambulance to mobilize the casualty to the medical center/ hospital.

First Aid boxes & first-aider list will be kept at security cabin. In case of any medical assistance other than first aid, the Admin in charge/ Site- SHE representative arrange for a vehicle to shift the casualty to the below mentioned hospital, or call an ambulance to mobilize the casualty to the medical center.

Transport and Evacuation Arrangements In a major emergency, it will be necessary to evacuate personnel from affected areas and to further evacuate non-essential workers from areas likely to be affected should the emergency escalate. A siren will be provided to warn the people for the evacuation. The mode of siren for evacuation will be wailing pitch. On hearing the siren, people will disperse from the work area and will evacuate to safe assembly points. Proper instruction will be given to all the employees about the rising of siren and the emergencies. The same instructions will also be displayed at prominent places within the plant area.

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The employees would proceed to the predetermined assembly points on hearing the siren and the support staff / security forces would be instructed to divert the people away from the affected area and towards the assembly points.

Communication and help from external emergency services Communication is a critical factor in handling an emergency. To control the situation by the earliest possible action, the practice should be that any employee can raise an emergency alarm.

A siren will be provided to warn the people for the evacuation. The mode of siren for evacuation will be wailing pitch. Essential requirements are that there should be an adequate number of readily identified points from where the alarm can be raised and these needs to be clearly indicated by sign boards and by indications in the plans.

In areas where there will be high level of noise (as the case here), it may be necessary to install more than one audible alarm transmitted or flashing lights, Automatic alarms may be considered appropriate on sites.

The following help from external emergency services is shown below,

 Fire brigade of the nearest area shall help the plant fire control team during fire at site.  Police station personnel shall help the company to maintain law & order, Traffic control & evacuation operations.  Nearest Hospital or Nursing home shall render emergency medical services to the company for the first aid & medical treatment during emergency.  District supply officer shall ensure continuous supply of essential items, medicines (Govt. Quota) and other emergency materials during emergency.

Other Arrangements The details about Power Supply Interruption, Water Drainage, Electrical Supply etc. & Control arrangements shall be provided.

Power Supply Interruption For Emergency, Plant Operations and Emergency Lighting provisions will be made according to requirements. DG set will be provided as backup.

Water Drainage In order to avoid difficulties of storm water distribution proper drainage to the storm water/rain water runoff system will be designed so as to protect the plant equipments, Building & offices. No area will submerge in the flood as adequate height has been provided to all installations such as utility block, office building, Process plant, warehouses & storage area has been provided with individual dyke.

Electrical Supply As the fire protection system is safety related, it is mandatory that any electrical power supply for the control, Operation or instrumentation of the system shall be from an assured supply. During monsoon season the electrical circuit (conduit wiring) sometimes comes in contact with wet or structure (in case of any breakage, loose fittings), in such case there is probability of current leakage.

Trade Waste Disposal Organization will be more concerned for environment protection and pollution abatement at all times. Provision will be made to dispose Solid wastes. The company will dispose off all solid waste in safe manner.

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Emergency Action Though it will be an impractical to describe all the foreseeable scenarios involving flammable/combustible materials and the suggested action for the same, some important ones are discussed here briefly. Even in identical incidents the right course of action may not necessarily be the same every time as the actual action will depend on the several factors, such as the place of incident, quantity of material involved, the amount of release, the nature of material, the wind direction, the wind velocity, temperature of surrounding, time of day, prevailing season and weather condition. In case of Fire In case of declaration of onsite emergency (Hearing of emergency siren), evacuate the area as per evacuation plan & exit signs on instruction of shift in-charge / incident controller as quickly as possible after safe shutdown of the plant. See that the wind direction is in opposite direction of assembly point by wind direction indicator. If not, change the assembly point. Following are the general guideline for emergency action.  Raise the alarm through nearest MCP  Inform security and shift in charge.  Carry nearest fire extinguisher & try to extinguish if possible.  Assemble emergency team and inform other emergency members.  Check the wind direction, then decide the assembly point and inform accordingly.  Warn the people nearby.  Attempt to isolate /extinguish the fire with the help of others with available appropriate extinguishers.  Arrange fire hydrant hose and try to cool surrounding  Cordon the area and try to shift the drum of flammable material.  Used foam generating nozzle and create foam to extinguish fire.  If fire beyond control call fire brigade after consultation with chief controller.  Cool the surrounding or remove flammable material if possible.  Take head count at site and inform to the chief controller.  Also take head count at the assembly point and tally.  Search for missing person if any.  Call for mutual aid members for help, if require.  Arrange for rescue, if required.  Give first aid to the injured person and check for further treatment is required.  Give priority to saving life and preventing further injuries.  Confirm the massage of incident attend to the main controller & raise the all clear siren.  Collect the photograph and other evidence to cause fine.

In Case of spillage of materials while unloading & loading activity and equipment inside the factory premises Special instruments for storing, Handling & emergency actions in case of spillage of materials are given separately in MSDS. Following are the general guideline for action:  Use PPE’s like SCBA/Gas mask/Respirator & evacuate the area.  Designated area will be provided for tanker parking. In case of declaration of onsite emergency (Hearing of emergency siren), evacuate the area as per evacuation plan & exit signs on instruction of shift in-charge / incident Controller as quickly as possible after safe shut down of the plant. See that the wind direction is in opposite direction of assembly point by wind direction indicator. If not, change the assembly point.

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In case of natural calamity like flood, Strom or earth quake (remote possibility) or war like situation the management may seek outside help. The help may be for firefighting, Evacuation (of surrounding population), Medical treatment, shelter, food, transport or communications. Following are the general guideline for emergency action:  Close main valve  In case the cylinders are on the ground the same be shifted to storage shed to ensure that the floodwater shall not carry the cylinders.  Switch off electricity (main).  Assemble outside the office, away from Electric Poles & Wires.  Evacuate the areas after initiating (communication in working condition) off site organization.

In case of War/Civil riots: Following are the general guideline for emergency action:  Intimate nearest police station & stimulate off site emergency plan  Stop unloading / loading operations (if any)  Intimate civil defense dept. about the situation  Security persons shall protect & control law & order.

General action plan  All personnel handling the emergency should wear PVC suit / alkali suit, gumboot, PVC hand gloves, PVC goggles.  Isolate the sources of supply.  Cordon off the area.  Avoid the entry of unnecessary people.  Start barricading the area with sand / earth.  Flush the affected body parts with plenty of water and seek medical help.

7.5 Evacuation Plan On hearing the siren all employees shall evacuate the area by safely closing down all operation as per instructions from their Incident Controller or in nighttime Shift supervisor. After gathering at assembly points, shift-in-charge should take the roll call & ensure that no person is left trapped. The Rescue Coordinator or Guard (who is inside the plant for duty) shall ensure that none is trapped inside the plant. Security guards shall ensure total evacuation. Main gate will be used for movement of personnel, movement of rescue, medical aid.

Traffic Control The Security In-charge or Guard shall contact Service Coordinatorand shall make himself available at main gate for traffic control till local authorities help is available. Unwanted traffic and public gathering shall be controlled & avoided by security personnel till local help from police is available.

Public Relations Inevitably a major incident will attract the attention of the press, television and radio services and anxious inquiries from friends and relatives will be flooding the factory. It is essential to make arrangements for authoritative release of information to them. SMC/IC who is familiar with procedures of dealing with such situations, shall take charge of public Relations, information etc. He will be the sole authoritative source of information to the news media and others.

Declaration of cessation of emergency The Service coordinator (Emergency Fire, Rescue & Security Co-ordinators etc.) will not signal the end of the emergency until he is satisfied that all the spillage are arrested or fires are extinguished and there is no risk of re-ignition (in case of fire). In the case of gas, the all clear will be declared only when the source of emission has been effectively isolated and gas clouds dispersed well below safe level. Even

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M/s.Dell Laminate, Area 1084.03 sq.m., Survey no. 22, Plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat Proposed to Manufacture Synthetic Resin Adhesive Chemicals - 355 MT/Month when the all clear Signal has been given, great care is needed while entering affected areas and no work in connection with salvage, collection of evidence should be commenced until a thorough examination of the area has been carried out. The siren code will follow for declaring the cessation of an emergency. Sources of leakage, fire, and explosion and so on, until it has been established that no materials remain where they could be ignited. All clear signed shall be given by SMC / Incident Controller.

Plan appraisal and updating The matters relating to review effectiveness of emergency planning should cover: Time limit, which is essential for rescuing and evacuating personnel from the scene or confined space for carrying out any emergency measures. It is essential to check whether pre-determined time limit has been met and if not the impediments for it should be identified. For example, if 15 minutes is fixed for evacuating the people from confined space, it may be reduced to 10 minutes, if considered necessary for the safe evacuation. To check the quantum of emergency, equipments like firefighting equipment, personnel protective equipment etc. are required to be provided in the critical areas whether it is adequate or not. Any changes made in the plant should also be made known to all.

Safety and mitigating measures Safety Considerations in the design of M/s. Dell Laminate & important mitigating measures will be provided to contain and control the emergency are outlined below:-

Fire Protection and Fire Fighting System The plant will be equipped with a comprehensive fire protection system. Following facilities will be provided for the fire protection:-  Fire Water Supply  Fire Hydrant system, Fire sprinkler system with smoke/fire detectors  Water Pump (Hydrant Pump)  Portable Fire Extinguishers (DCP, mechanical foam and CO2 types along with sand buckets).

Equipments and Process safety  Control of noise emissions may include the use of silencers for fans, room enclosures for mill operators, noise barriers, and, if noise cannot be reduced to acceptable levels, adopt personal hearing protection.  Closed enclosure covered from all sides and should have a venting arrangement along with a bag filter.  Storage tanks containing hazardous materials will be located away from the plant.  Provision for delay start warning (Audio/visual) to be followed  Provision for Machine guard system as per requirement either fixed or interlocked.

Post emergency planning  Assess the situation from safety & production angle.  Re-start the plant in the standard sequence. * All evidences should be collected & accident should be investigated.

Health, Safety and Environmental Protection Company committed to achieving environmental, health & safety (EHS) excellence. This is a responsibility of management & employer in all function. Company will strive to provide a safe and healthy working environment & the communities in which we do business. Our programs must combine clear leadership by management, the participation of all employees and functions, and the use of appropriate technology in developing and distributing company products & services.

Requirements  Comply with applicable environmental, health, & safety laws and regulations.

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 Take appropriate measures to prevent workplace injuries & illness, and to provide employees with a safe & healthy working environment. Consider evolving industry practices, regulatory requirements and social standards of care.  Eliminate unreasonable, risk form facilities, products, services and activities.  To the extent practicable, reduce the use  Research and where appropriate, implement advanced technology, design and production facilities, products, services & activities.  Research and where appropriate, implement advanced technology in the design, production and services and to prevent pollution and conserve, recover and recycle raw material.

Employee responsibility  Follow the policy and applicable laws and regulation to protect your own health and safety as well as that of other workers, the public and the environment.  Present ideas that support the goals of policy.  Promptly report concerns about possible violation of this policy to the persons listed or to your manager. Additional responsibility of leaders: It will make sure this policy is part of an overall policy compliance program as describe. The person will:  Consult with adequacy of their health, safety and environmental programs.  Implement monitoring and auditing system at the plant and business levels designed to detect violations & assure compliance with law and this policy.  Regularly evaluate the effectiveness of managers & other senior employees on their implementation of this policy and environmental, health & safety programs. Managers responsible for a facility, activity, product or service will:  Communicate responsibility with employees, communities, customers and government agencies regarding environmental health and safety issue.  Cooperate with the public, government and other interested parties to develop appropriate regulatory and public policies that protect employee and public health and the environment.  Implement effective programs, training and best practices for health, safety and environment protection and for the elimination or reasonable reduction of materials.  Regularly assess plant operations & management. Establish measurements to ensure compliance with this policy and applicable laws & regulations, when appropriate; review assessment results with environmental programs.  Ensure that an employee with EHS responsibilities is appropriately screened before appointment and that continued appropriateness for their position is periodically reviewed.  Develop appropriate program for safety reviews of new and redesigned products prior to sale and distribution to customers. Monitor after-sale safety performance to identify and address significant product safety issues.  Work cooperatively with, contractors, business partners & suppliers to ensure that our relationships with them are supportive of this policy.  Promptly report to medical Services, Environmental Program & your assigned legal counsel any,  Emergency evacuation, communicable disease or other serious health indent.  Work related employee facilities & other serious safety incidents requiring a report to a governmental agency.  Information regarding a report to a governmental agency or any governmental allegations of substantial violations of environmental laws or regulations.  Legal proceedings alleging significant property damage or personal injury from environmental contamination or exposure to dust & other information requested by medical services or Environmental programs.

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Managers responsible for a facility, activity, product or service will:  Communicate responsibility with employees, communities, customers and government agencies regarding environmental health and safety issue.  Cooperate with the public, government and other interested parties to develop appropriate regulatory and public policies that protect employee and public health and the environment.  Implement effective programs, training and best practices for health, safety and environment protection and for the elimination or reasonable reduction of materials.  Regularly assess plant operations & management. Establish measurements to ensure compliance with this policy and applicable laws & regulations, when appropriate; review assessment results with environmental programs.  Ensure that an employee with EHS responsibilities is appropriately screened before appointment and that continued appropriateness for their position is periodically reviewed.  Develop appropriate program for safety reviews of new and redesigned products prior to sale and distribution to customers. Monitor after-sale safety performance to identify and address significant product safety issues.  Work cooperatively with, contractors, business partners & suppliers to ensure that our relationships with them are supportive of this policy.  Promptly report to medical Services, Environmental Program & your assigned legal counsel any,  Emergency evacuation, communicable disease or other serious health indent.  Work related employee facilities & other serious safety incidents requiring a report to a governmental agency.  Information regarding a report to a governmental agency or any governmental allegations of substantial violations of environmental laws or regulations.  Legal proceedings alleging significant property damage or personal injury from environmental contamination or exposure to dust & other information requested by medical services or Environmental programs.

Training and rehearsing All employees should know the details of Disaster Management plan and they must receive initial training in emergency procedures. Then, at suitable intervals this knowledge must be exercised and the basic plan reviewed and brought up-to-date. It is essential to establish the necessary confident volunteers and better expertise, so the individuals can carry out their allocated duties. Rehearsal of evacuation should be regularly carried out efficiently and should cause minimum disruption to the normal activities. As per industrial best practice Mock Drill should be conducted six monthly. An after-mock drill report may be prepared detailing the lacunas & strong points so as to make improvements in the emergency action plan.

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TABLE 71-– Important Telephone Numbers

SN Service Telephone no.

1 District Collector (DC) 0281 2473900

2 Police Commissioner 0281 2459888/ 0281 247488

3 Superintendent of Police (SP) 0281 2231207

Fire station, Kothariya Main 4 098245 95628 Road

H.J. Doshi Hospital, Gondal 5 0281 2388994 Road

6 Life Blood Center,Rajkot 0281 2224461

Evacuation Plan Emergency evacuation is the urgent immediate egress or escape of people away from an area that contains an imminent threat, an ongoing threat or a hazard to lives or property.Emergency evacuation plans are developed to ensure the safest and most efficient evacuation time of all expected residents of a structure, city, or region

According to OSHA regulations, every workplace must have a formal evacuation plan that can be implemented in cases of fires or other disasters. Such a document should include specifications for alarm systems, detailed evacuation maps, emergency lighting and a training plan that ensures that all employees are familiar with and are able to play their part in an emergency evacuation. Once employees are properly informed and trained, emergency drills should be carried out, allowing for evaluation of the effectiveness of the plan and the accompanying staff training program. Key elements for emergency planning and preparedness are early warnings for the people inside the building by emergency helpers but also voice assistance, facilities to leave the building safe and fast, such as exit routes and good evacuation practices. The evacuation managing team must know what to do in emergency situations and which actions to take.

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In Case of Fire 1. Leave the area. Pull the Fire Alarm and Close the door. 2. Evacuate, if smoke is present, stay low to the floor. 3. Do not use Elevators. Use Stairs only. 4. Evacuate the area and proceed to the Rally Point. 5. Report to the concerned Authority. Call the dedicated Emergency number.

In Case of Gas Leak 1. Extinguish all sources of fire. 2. Turn off the supply at the control valve. 3. Do not activate Fire Alarm. 4. Open all windows. 5. Evacuate building immediately if the leak persists. 6. Report to the External Assembly Point.

In case of Spillage of Hazardous Material 1. Do not attempt to clean the spill. 2. Alert others to stay clear of the area. 3. Notify Emergency Personnel if you have been exposed or have information about spillage. 4. Call the dedicated Emergency number

In case of Natural Calamities (Tornado / Earthquake) Tornado

1. Seek shelter immediately. Go to internal –lowest area of safety away from windows and glass. 2. Close all doors including main corridors. 3. Crouch near the floor or under heavy , well supported objects and cover head. 4. If outside, move inside a sturdy structure or lie down in a low area such as a ditch and cover your head.

Earthquake

1. If inside,stay there. Shelter in place –Drop, cover and hold on. 2. If there is nothing to hide under,crouch near an interior wall and cover head.

If outside ,stay outside and move away from buildings, street lights and utility

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CHAPTER 8 PROJECT BENEFIT

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8.1 Introduction Project benefits focus on those points which become beneficial to the surrounding area or community in terms of infrastructural development, Social development, employment and other tangible benefits due to project. Proposed project has a potential for employment of skilled, semi-skilled and unskilled employees during construction phase as well as operational phase. 8.1.2 Employment Potential Approximate 9 persons will be provided employment in the proposed project. First Preference will be given to the localpeople from nearby villages according to the skill as well as requirement which willincrease employment opportunity in the surrounding area. Secondary jobs and indirect employment are also bound to be generated to provideday-to-day needs and services to the work force and industrial activity. The employedpeople are benefited financially as this financial growth fulfills their economicrequirements, which in turn will increase their standard of living. 8.1.3 Improvement in Physical & Social Infrastructure Following will be other improvements in the physical infrastructure: • Adoption of new technology for APCDs. • Awareness in local people for new technology. • Improvement in local amenities facilities. • Improvement in road link facilities as transportation through truck and othervehicles will increased due to proposed project. • Improvement in local civilization. • Increase income of local population • Increase requirement of man power • Due to proposedproject activity, social infrastructures will beimproved by means of civilization, vocational training and basic amenities. • Civilization: Due to the project, employment and other infrastructural facilitieswill boost up income of surrounding people and improve quality of life. Thiswill indirectly boost up the civilization of the surrounding people. • Vocational Training: Moreover, unit will provide vocational trainingopportunity to the surrounding people and greed for employment willmotivate the education activities that will lead the change in life style of thesurrounding and affected people hence social infrastructure will be improved. • Basic Amenities: Better education facilities, proper healthcare, roadinfrastructure and drinking water facilities are basic social amenities for betterliving standard of any human being which will further increase the aboveamenities directly/indirectly either by providing or by improving the facilitiesin the area, which will help in uplifting the living standards of localcommunities. 8.1.4 Other Tangible Benefits Employment & trade opportunities will be generated with the starting of theproposed activities. Thus, these considerable employment & trade opportunities willeventually result in appreciable economic benefits to the local people &businesses/contractors. Pr200pposed project will also contribute revenue I State exchequer in the form of GST –goods & services tax which includes exciseduty, income tax, state sales tax or VAT, tax for interstate movement, etc. Direct GSTcontribution to the State exchequer will be there due to Income by way of registrationof trucks, payment of road tax, income tax from individual as well as taxes fromassociated units. Thus, the proposed project will help the Government bypaying GST from time to time, which is a part of revenue and thus, will help indeveloping the area.

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Benefits of GST implementation in the country will reduce manufacturing costs due tolower burden of taxes on the manufacturing sector. Hence prices of consumer goodswill be likely to come down causing increased demand and consumption of goodsleading to increase in supply. Hence this will ultimately lead to rise in the production of goods& increase growth in both domestic and international trade. Thus it wouldbring an increase in the GDP. The CSR activities by the company can be considerably beneficial for the health, education, upliftment of poor people, welfare of women & labors, assistance to the disabled people etc. These all together with the economic benefits of the proposed project will result in further benefits in terms of the literacy level, primaryand middle level education and on health facilities. 8.2 Corporate Environment Responsibility (CER) Industry will provide 2.5 % of the proposed project cost (i.e. ₹ 95.47Lakh) towards theCorporate Environment Responsibility. Socio-economic development activities will be planned based on the suggestions given by public as well as general necessities in villages. Yearly amount to be spent in CER activities Total amount Type of Activities (Rs.) to be spent 1st Year 2nd Year 3rd Year 4th Year 5th Year (Rs.) Drinking & sanitation facilities in 20,730 20,729 12,729 12,729 12,729 79646 schools of nearby villages Organization of medical camps 15,380 16,970 19,870 13,304 19,729 85253 and health awareness programs Donation in schools and for 16,770 12,729 12,729 16,759 14,789 73776 education aids Total 52,880 50,428 45,328 42,792 47,247 2,38,675

(Source: Office Memorandum F. N0. 22-65/2017-IA,III dated 01.05.2018

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CHAPTER 9ENVIRONMENTALCOSTS AND BENEFIT ANALYSIS

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9.1 Environmental Cost Benefit Analysis As per EIA Notification 2006, this Chapter of the ‘Environmental Cost BenefitAnalysis’ is applicable only if it is recommended at the Scoping stage. However, asper TOR points issued by MOEF, New Delhi vide File No. IA-J-11011/26/2019-IA.II (I) dated 05 March, 2019, the Environmental Cost Benefit Analysis is notapplicable and hence it has not been prepared.

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CHAPTER 10

ENVIRONMENT MANAGEMENT PLAN

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10.1 Introduction To formulate and monitor Environmental Protection measures during and after commissioning of project, preparation of Environmental Management Plan (EMP) is required. The development of sound EnvironmentManagement Plan is important to mitigate any adverse impacts of theproposed project. The plan should indicate the details as to how variousmeasures have been or are being proposed to be taken including costcomponents as may be required. Cost of measures for environmental safeguards should be treated as an integral component of the project cost andenvironmental aspects should be taken in to account at various stages of theproject. 10.2 Conceptualization: Preliminary Environmental Assessment. Planning: Detailed studies of Environmental Impacts and design of safeGuards Execution: Implementation of Environmental safety measures Operation: Monitoring of effectiveness of built in safe guards

The maximum amount of pollution load that can be discharged in theenvironment without affecting the designated use and is governed bydilution, dispersion and removal due to natural physico- chemical andbiological processes is the Assimilative capacity of the study area. The mainobjective of Environmental Management Plan is to warrant that the industrialdevelopment in an identified particular study area needs to be entangled withjudicious utilization of non-renewable resources and to ensure that thestress/load on the ecosystem is within its permissible assimilative capacity i.e. its carrying capacity.

The Environment Management Plan (EMP) is required to ensure sustainable development in the area of the proposed plant. Hence, it needs tobe an all encompass plan for which the proposed industry, Government, Regulating agencies like Pollution Control Board working in the region and more importantly the affected population of the study area need to extend their co-operation and contribution. The identification and quantification of impacts based on scientific and mathematical modelling.

The Environmental Management Action Plan aims at controlling pollution atthe source level to the possible extent with the best available technologyfollowed by treatment measures before they are discharged. The recyclingand re-use of industrial waste not only reduces the waste generated but canbe an economic gain to the industry. 10.3 Objective of Environmental Management Plan The objective of the Environmental Management Plan is summarized as under: • To limit/reduce the degree, extent, magnitude or duration of adverseimpacts. • To treat all the pollutants i.e. liquid effluent, air emissions and hazardous waste with adoption of adequate and efficient technology. • To comply with all the norms and standards stipulated by Gujarat Pollution Control Board/Central Pollution Control Board. • To create good working conditions. • To reduce any risk hazards and design the disaster management plan. • Continuous development and search for innovative technologies for acleaner and better environment.

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10.4 Components of EMP EMP for the proposed project covers following aspects: • Description of mitigation measures which are proposed for proposedoperation phase only. • Description of monitoring program. • Institutional arrangements. • Implementation schedule and reporting procedures. All above aspects and objectives are kept in the view and considering the same

Specific Environment Management Plan & Mitigative measure for different features of surrounding environment

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A) Odour Table 72 Odour control Management Plan Sr. Name of Type of Odour Threshold Mitigative Meadure No. Chemical Odour Number 1. Urea No detectable smell -  These chemicals should be (On heating it get stored separately in an ammonium odour) adequately ventilated, dry, 2. Formaldehyde Pungent, Irritating 0.033-0.03 dark, fire-proof, and well- odour mg/m3 labelled room. Storage 3. Acetic Acid Pungent odor 1 ppm (v/v) tanks should be electrically 4. Phenol Sickeningly sweet 0.021 to 20 grounded and bonded to and Tarry odour mg/m3 transfer lines. The 5. Caustic Soda No odour - containers must be labelled, 6. Methanol Faintly sweet - pungent odour tightly closed, and kept in good condition.  Green belt plays an imporatant role in supreeesing odour.  To control odour in an open area, a typicsl atomizer can be installed which decreses the ground level concentration below threshold value.

*The Workers must be equipped with proper mask that can protect them from Odour. B) Land Environment Table 73 Environment management Plan for Land Environment Impactinf Activities and Mitigation measures Location aspects that will impact Land use Land Cover Site preparation- Change in For this, the compensatory Near site premises LULC green cover will be developed including minimum 58 trees of different species. C) Air Quality Table 74 Environment management Plan for Air Environment

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Impactinf Activities and Mitigation measures Location aspects that will impact Land use Land Cover Boiler /TFH Dust Collector At the site Preparation of internal roads Sprinkling of water for dust At the site suppression Vehicular movement for Ensuring the vehiches have Along the vehicle movement transportation of Pollution Under Control track materials(Raw & Products) (PUC) certificate and equipments D) Water Quality Table 75 Environment management Plan for Water Environment Impacting Activities Mitigation measures Location and aspects that will impact Land use Land Cover Usage of Water Online flow meter shall be installed at each of raw water At the consumption point. Control on spillages/ wastage of raw site water sources shall be maintained by continue monitoring by flow measurements. Rain Water Harvesting will be established for water conservation matter. Wastewater generation, Wastewater generated from the project shall be segregated At the treatment and disposal at source based on pollution load and treated in wastewater site treatment plant. ETP will be installed for Wastewater treatment. This is ZLD facility. Storage of hazardous Proper facilities with liner ,dyke& bunding shall be At the chemical provided in storage area to prevent rain/storm water site contamination during thw storage of chemicals. Use of spill control measures, mechanical handling, PPE’s shall be mandatory while handling the chemicals to avoid spillages

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E) Hazardous waste Management Table 76 Environment management Plan for Hazardous Waste Impacting Activities Mitigation measures Location and aspects that will impact Land use Land Cover Generation, Storage , Hazardous waste shall be segregated at source and stored At site handing and disposal of in hazardous waste storage area. Proper area shall be (during hazardous waste demarcated for the storage of hazardous waste facilitate loading & with impervious flooring to avoid leakage problem. Spill unloading control mechanism shall be in place. PPE’s shall be of mandatory wile handling the hazardous waste during wastes) loading & unloading of wastes 10.5 Environmental Management Systems (EMS) Unit is well aware of environmental requirements for planning and implementation of the project and Unit will set up a department with trained personnel headed under the qualified EHS officer. Asindicated in the impact and mitigation chapter of this report, the environmental impact after proposed activity is very marginal release of pollutants due to the same. 10.6 Environmental, Health and Safety (EHS) • This model EHS system suggestsand addresses EMS issues such as: • Management system expectation • Management leadership, responsibilities and accountability • Risk assessment and management • Compliance and other requirements • Personnel, training and contractor services • Documentation and communications • Facilities design and construction • Operation, maintenance and management • Community awareness and emergency response • EHS performance monitoring and measurement • Incident investigation reporting and analysis • EHS management system audit • Management review and audit 10.7 Environmental Management Cell (EMC) For effective implementation of the monitoring program, Unit will have a permanent organizational set-up as it is proposed unit. Thus, unit will set-up permanent Environmental Management Cell (EMC) for the effective implementation and monitoring of environmental management system as given below. EMC will regularly be monitoring all project activities to ensure the appropriate implementation of all environmental mitigation activities and to identify areas where environmental management plan compliance is not satisfied. Responsibilities have been assigned to officer from various disciplines to perform and co-ordinate the activities concerned with management and implementation of environmental control measures. Parnters of the company will be responsible for overall environmental management. EHS officer will inform all the matter regarding environmental

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management including reporting of non compliances / violations of environmental norms. The detailed Environmental Management Cell is shown in chapter 6.

Environmental Management Plan during construction & Operation phase EMP is given below for both construction phase as well as operational phase. 10.8 Environment management during construction phase Table 77 Environment management during construction phase Type of Pollutant/ Description Source Control Measures Pollution Potential Various There will Partculate matter, Regular sprinkling of the Environmental construction Fugitive water will be recommended Parameters activities carried out Emissions, during the construction such as for proposed project. Domestic phase. air, Wastewater, Tarpaulin sheet will be used water,noise,land/soil, Noise, to cover the materials during flora, fauna, Municipal waste, transportation. socioeconomic, hazardous waste Preventing maintenance of health & safety etc machinery and transportation vehicles should be carried out regularly. Regular use of PPE like nose masks, gum-boots & handgloves while working. Adequate space will be provided for construction oftemporary sheds for construction workers mobilized by the contractors. Unit will also supply potable water for the construction workers.

10.9 Environment management during operational phase forproposed The EMP for the proposed project has been prepared for the various environmental attributes like Air, Water, Waste Management and Noise.

Typeof Description Source Pollutant/Pollution Control Measures potential White Coal/ Briquettes/ Agro waste should Stack attached only be used as fuel for Boiler. to Boiler Dust Collector/Bag Filter and Hood Cover Air Environment SPM,SO and NO and D.G. Sets 2 2 will be provided to thecommon stack (Stand By) attached tothe Boiler as an Air Pollution Control System in the unit. After proposed,

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Typeof Description Source Pollutant/Pollution Control Measures potential Cyclone Separator will be provided to stack attached to proposedboiler. HSD will be used as fuel for D.G. Set. After proposed adequate stack height will beprovided for the proposed boiler to control & disperse the air pollutants within the stipulated norms. Domestic Low Pollution The domestic wastewater generated will be wastewater Potential treated in Septic tank or soak pit. Industrial wastewater will be generated from process; boilerblow-down, cooling tower blow-down, & washing.Wastewater will be collected collection cum Industrial Slightly High WaterEnvironment neutralizationtank. Then wastewater will be wastewater Pollution Potential given Primary Settling. The sludge from this will be sent to Sludge Drying bed. Remaining effluent would be sent to RO(2 stages). The proposed ETP Sludge as well as Evaporation Residue will be disposed off ETP Sludge + atapproved TSDF site/Coprocessing. Used Manufacturing Evaporation Oil will be sold to registered recycler. Activity, Residue, Discarded Plastic Bags/Drums will be sold Wastewater Used Oil, & to authorized vendor. Treatment Discarded Plastic Hazardous waste storage area is adequate Bags/Drums for storingadditional waste generated due to Solid/Hazardous proposed project& will be provided with WasteManagement proper bund i.e. raised wall. Currently unit is sending fly ash to cement/ RMC/ paver blocks/ building bricks Burning of manufacturer units and also will be supplied Fuel in Boiler Fly Ash to the other companies for land levelling, conditioning, road construction, etc. and after proposed the same process will be followed. In operation unit all Noise suppression Plant measures such as enclosures, buffers and/or Equipments protective measures will beprovided, if Low Pollution NoiseEnvironment and required necessary arrangement will be Potential various made after proposed (wherever noise level Machinery is more than90 dB (A). The DG set will be green DG set with acoustic enclosure.

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Typeof Description Source Pollutant/Pollution Control Measures potential Employees will be provided withear protection measures like earplugs or earmuffs. Earplugwill be provided to all workers where exposure is 85 dB (A)or more. The transportation contractor will be informed to avoid unnecessary speeding of the vehicles inside the premises. Conducting regular oiling, lubrication and preventive measureswill be carried out for the machineries andequipments to reduce noise generation. For proposed areas with high noise levels will beidentified and segregated where possible and will includeprominently displayed caution boards. Unit will develop the greenbelt area, which will beupgraded after proposed within industrialpremises and around the periphery (if possible) to preventthe noise pollution in surrounding area.

10.10 Greenbelt Development Plan The main objective of the green belt is to provide a barrier between the plant and the surrounding areas. The green belt helps to halt soil erosion, make the eco-system more sustainable, make the climate more conductive and restore water balance. The green belt helps to capture the fugitive emissions and to attenuate the noise generated in the plant apart from improving the aesthetics of the plant site. Unit willdevelop the greenbelt area, which will be upgraded after proposed within industrial premises and around the periphery. Out of total plant, Unit will develop greenbelt in 358 m2 areas. Facts considered during selection of plant species for greenbelt development are: • Agro climatic zone (dry sub humid – as per CPCB) of the project area • Evergreen species to mitigate cumulative impacts due to other industries also. • Type of pollutant (mainly air) likely to disperse from project activities. • Biological–filter Efficiency: Absorption of gases, Dust capturing and noise control.

Unit will develop greenbelt area having approx. 59 nos. of trees. Details of the selected plant species forgreenbelt area is given in the Table.

Table 78 Details of Plant Species in Greenbelt Number of Common Name of Trees Scientific Name Species Neem Azadirachta Indica 15 Gulmohar Delonix Regia 5

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Asopalav Polyalthia Longifolia 10 Shisham Dalbergia sissoo 7 Garmalo Cassia Fistula 3 Teak Tectono Grandis 5 Shirish Albizio Lebbeck 5 Kadam Anogeissus Lotifolio 9 Total species 59

Proposed Five Years Program for Greenbelt Development

Plantation 1st 2nd 3rd 4th 5th Total Details Year Year Year Year Year

No. of plants 23 11 10 11 4 59 Yearly 40 % 18 % 18 % 18 % 6 % 100 % Percentage

10.11 Rain Water Harvesting Scheme

Figure 52 Rainwater Harvesting (For Symbolic only)

Rainwater Harvesting is generally recharging rainwater in to the underground formation, where it will be stored in underground reservoirs (Aquifer) so that we can draw it whenever we need it.Rain water harvesting means arresting rainwater during monsoon and storingit in natural reservoirs (aquifers) and artificial/ manmade reservoirs (tanks).The rain is available everywhere in India and the end user can store this waterat marginal cost. The harvested rainwater can be used for flushing, washing, gardening, irrigation, fire fighting and even consumption with necessary treatment. Rainwater is the purest form

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M/s.Dell Laminate, Area 1084.03 sq.m., Survey no. 22, Plot no. 1, B/h. Pentagon Forgings, National Highway-27 (8B), at Bharudi -360 311, Ta. Gondal, Dist. Rajkot, Gujarat Proposed to Manufacture Synthetic Resin Adhesive Chemicals - 355 MT/Month of water available to us. Experts opine that the major source of water, rain must be saved to solve the problem of water scarcity. Need for Rainwater Harvesting • To reduce ground water pollution. • To augment the ground water storage and decline of water level. • To improve the quality of ground water. • To reduce the soil erosion. • To avoid flooding on roads. Advantages of Rainwater Harvesting • Provides self sufficiency at least reduces load on water supply. • Reduces the cost of pumping of ground water as it raises ground watertable. • Improves quality of ground water through dilution when recharge toground water. • Reduces soil erosion in alluvium area. • Rainwater harvesting systems are simple which can be adopted byindividuals. Available Technology • Storage in artificial above or underground tanks. • Recharging aquifer directly through tube wells with necessary treatment. • Recharging aquifer by percolation / Soakage in the ground. Method of Rainwater Harvesting In arid and semiarid areas rain water forms the only source of domestic watersupply. This is an ideal solution to water problem where there is no ground water (Saline ground water) and surface sources are very far. This is ideallysuited from the economical point of view. Rain water is bacteriologically pure, free from, organic water and soft in nature. To meet drinking water demandduring the critical dry period of 90-120 days roof top water harvesting is veryuseful. Ground water recharge or storage from house of 100 m2 of roof topwill be 260.807 liters in one year, sufficient for a period of four months for afamily of five members. In roof top rain water harvesting the rain water is collected from roof of the buildings and stored in water tank or ground water reservoir for beneficial use in future. The size of the catchment area and tank should be enough to supply sufficient water for the users during this period. Volume Volume of tank can be calculated by the following formula. V= (t x n x a) where V= Volume of tank (liters) T= Length of the dry season (days) N= Number of people using the tank A= Consumption per capita per days (liters) ET= Evaporation loss during the dry period Since evaporation from a closed storage tank is negligible the evaporation loss can be ignored (=Zero) Essential Components of the system • Roof Catchment. • Gutters for collection of roof water. • Down pipe to convey rain water from gutter to storage tank “Foul Flush” to divert the contaminated run-off from roof (for initial wash out before taking to storage tank.

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• Filter/Mesh. • Storage tank under ground. • Water withdrawal arrangement (Hand Pump). • Dis-infection arrangement. Design Consideration In the design system, the main criterion is the most economical combination of the storage tank volume, systematic analysis of rainfall records and construction costs. Selection of Site • Site should be close to the house to reduce the cost of down pipe. • Site should have good drainage and should be away from the cattle. • Shed and soak pits etc. for cleanliness and hygiene surrounding the tank. • Site should be away from tress to prevent litters falling on the roof and structural disturbance to the tank by roof propagation. • Site should be easily accessible for tapping water. Tips for Maintenance of the RWHS • Always keep the surroundings of the tank clean and hygienic. • Remove Algae from the roof tiles and asbestos sheets before the monsoon. • Drain the tank completely and clean from inside thoroughly before the monsoon. • Clean the water channels (Gutters) often during rainy season and definitely before the first monsoon rain. • Avoid first 15 or 20 minutes of rain fall depending on the intensity of rain. Use the first flush arrangement to drain off this first rain water. • Change the filter media every rainy season. • In coastal area the tank may be painted outside by corrosion resistant paint once in 3 years and in other areas lime (Calcium Carbonate) based white wash may be applied not only for beauty but also for cleanliness. • Withdraw water from the system at the rate of 5 lits/head/day. • This will ensure availability of water throughout the water scarcity period. • Cover all inlet and outlet pipes with closely knife nylon net or fine cloth or cap during non- rainy season to avoid entry of insects, worms and mosquitoes. • The substances that go into the making of the roof should be nontoxic in nature. Runoff Calculation & Provision of Rainwater Tanks: The dependable rainfall of the project area is 590 mm. Calculation of rain water to be harvested based on yearly rainfall and runoff is given in Table. Table 79 Details of Rain Water Harvesting Estimation of Quantum of runoff available through Rain water harvesting (within premises) sheet Quantum of Runoff Run off S.No. Particulars Area (Sqm) Rain fall (m) Coefficient* available (Cum/Year) 1 2 3 4 5 (2*3*4) Roof Top of 1 330 0.59 0.85 165.495 building/Shed/ 2 Road/Paved area 100 0.59 0.65 38.35

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3 Open Land 296.03 0.59 0.20 34.93154 4 Green Belt 358 0.59 0.15 31.683 Total Quantum 5 Total (sqm) 1084.03 of available 270.45954 runoff (cum/y) * Ref: Manual of Artificial Recharge of Ground Water, (CGWB,2007) The water ultimately is stored in a storage tank or cistern, which should also be constructed of an inert material. Reinforced concrete, fiberglass, or stainless steel are suitable materials. Storage tanks may be constructed as part of the building, or may be built as a separate unit located some distance away from the building.Based on the above table, unit will provide rain water storage tank of about 150 cu.m (2 nos.) and stored rainwater will be used for purposes like cooling, washing & domestic etc. as per the requirement.

Materials required for Rainwater Harvesting System Sr. No. Material Size 1. Water pipe HDPE/PVC 50-150mm dia pipe 2. PVC Tank 150 cu.m 3. Motor Pump ½ HP 4. Elbows & Tees 1 HP

10.12 Occupational Health Management Plan

Industry will adopt all precautionary methods to reduce the risk of exposure of hazards to employees and same will be continued after proposed, specifically: Pre-employment and periodical medical examinations will be carried out toassess the health status of the workers and medical records for the samewill be maintained for each employee. A qualified doctor will be appointed on casual basis and requiredmedicines, antidotes and first-aid box will be procured under the guidanceof appointed doctor as per guidelines of Factory Act. Personal Protective Equipment’s (PPEs) like helmet, goggles, hand gloves, safety shoes, nose masks will be provided to all the workers. • Adequate numbers of fire fighting equipments and extinguishers will beinstalled as per requirement of the fire risk in the proposed plant. • Proper training will be imparted to employees for use of safety appliances & first aid. • All workers will be trained on respective Standard Operating Procedure (SOP) so as to enable them to prevent any possible mishaps. • All pollution control equipments will be periodically checked and maintained. • The work place area monitoring will be carried out for Particulate Matters (PM), VOCs. On regular basis. • Good housekeeping, proper and adequate ventilation and lighting will bearranged for better workplace area as per guidelines of Factory Act. • Water purification and water cooler will be provided for safe drinking water. 10.13 Fire & Safety Management Plan The company will provide sufficient fire extinguishers and fire hydrant systems for protection of the plant building against fire due to electrical spark and short circuit. Qualified and trained staff will be managing the environment and safety department in proposed plant and all persons in operation and

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maintenance of the plant have been given basic fire fighting training and after proposed the same will be maintained. To avoid short-circuiting an earthing system will be designed and installed for a ground fault short circuit. Grid resistance will be decided based on soil resistively and allowance for corrosion. Electrical equipments will be flame proof. To avoid road accident due to spillage of fuels and blockages of road, proper parking and road safety signs both inside and outside the plant will be displayed. Good housekeeping, proper and adequate ventilation and lighting has beenarranged for better workplace area as per guidelines of Factory Act. 10.14 Budget for Environment Protection Measures Capital Investment towards environmental protection, Control and mitigation measures will be about Rs. 6.5 Lakhs after proposed project.Unit will regularly and efficiently operate environmental management systems and keep provision for fund for meeting expenses for the same. The budgetary allocation towards Environmental Management for the proposed project is presented in the Table 67

Table 80 Budgetary allocation towards Environmental Management for proposed Aspect of Capital cost Environmental (Lakh /Annum) Remarks Management [Rs.] After proposed project there will be addition of boiler and as APCD cyclone separator, so there will be an additional capital cost and the Air Pollution 1.8 recurring cost would include operation and Control maintenance of pollution control devices and stack emission monitoring & sample analysis charges. Water pollution The Capital cost and maintenance of ETP which 3.5 control also include Steam based Evaporator. There capital cost would include provision of hazardous waste 0.2 adequate sound enclosures and recurring cost control would include monitoring of noise level. Recurring cost would be forsolid/ hazardous Noise Pollution 0.2 waste packing & its disposal and for the control membership of TSDF site. Occupational After proposing the project, the green belt within 0.3 Health& Safety and outside the project premises will be built. Green Belt Recurring cost would include maintenance Development & 0.3 Charges. Maintenance Statutory Following the laws & regulations for sustaining Compliance & 0.2 the environment. Chartered Services Total Rs. 6.5 Lakh

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CHAPTER 11 SUMMARY & CONCLUSION

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11.1 Introduction Generally any project or action includes various impacts, which vary in magnitude astheir beneficial or adverse classification. At the same time it is very important to conclude that the “overall” or “collective” impact of the proposed project is beneficial or detrimental. In case of the proposed project, impacts are evaluated with respect to various activities during operational phase.

11.2 Air Environment The general meteorological data collected during the study period confirms that climatic status of the study area is consistent with the regional meteorology. Baseline AAQ data indicates that 98th percentile

concentration of PM10, PM2.5, SO2, NO2, CO & VOCs in the study area are well within the permissible limits as prescribed in the National Ambient Air Quality (NAAQ) standards. Based on the ground level concentration evaluated by Dispersion Modelling, it is found that due to the operation of proposed project incremental values of various parameters are well within the permission limits as prescribed in the National Ambient Air Quality (NAAQ) standards. Hence, it may be concluded that there would not be any adverse impacts on surrounding air environment within the study area due to the proposed project. 11.3 Water Environment Baseline data reveal that as per drinking water quality standards IS:10500 overall quality of both surface & ground water is suitable for domestic activity including agricultural activity. Ground water quality in the area meets the Water Quality Standards (IS 10500) are under prescribed limits. The total water requirement after proposed will be 20 KLD. Water will be obtained through borewell to fulfil such requirements. However, industryproposed to install rainwater harvesting system to collect the rain water and use in the domestic purpose. Domestic wastewater will be treated in the Soak pit/septic tank& treated water will be used for gardening purpose and industrial wastewater will be collected and treated in ETP. Treated effluent will be ultimately evaporated off in an evaporator. Thus, it can be concluded that there would not be any significant adverse impact on the water environment due to the proposed project. 11.4 Noise Environment Noise level in the project premises will be controlled at the source itself by appropriate use of noise suppressing systems. Noise level in the surrounding study area is well within the permissible limits as prescribed in the Standards stipulated by CPCB. Thus, noise generated due to the project activity shall create negligible impact in surrounding environments. This shall further be attenuated by a barrier of plantation at the periphery of the plant. 11.5 Land/Soil Environment The soil pollution is generally due to wastewater and solid waste. The Industruial effluent will be treated in ETP provided and no direct discharge will be done on Land. Solid waste generation will be very less during operation phase of the proposed project. Hazardous waste will be properly collected, stored & ultimately disposed off to secured landfill/TSDF site. All the solid/hazardous wastes generated from the unit after proposed will be properly collected, stored & ultimately disposed off as per the applicable Act/Rules prescribed by statutory authority. Therefore, there would be no adverse impact on the land environment due to the proposed project.

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11.6 Socio-Economic Environment The proposed project will generate employment during operation phase. The indirect employment will also be generated by way of transportation, shopkeepers and other casual employment for many people during operation phase as well as construction phase. Local people will be given preference for the jobs in the proposed project. Economic status of the local people will improve due to the increased business opportunities, thereby making a positive impact. Educational, medical and housing facilities in the study area will considerably improve. Thus, the proposed project will have significant positive impact on the employment pattern of the study area. 11.7 Conclusion • Negligible impacts will occure on air quality. However, all the necessary air pollution control measures will be provided. • No ecological damage will occur. • Local employment opportunities will increase. • Various other environment parameters like Forest/ National Park/ Sanctuaryand Religious / Historical Places will not be affected. • Environment Management Plan has been formulated to control all the pollutantparameters and Environment Management Cell has been set-up to ensure thatthese parameters do not exceed the norms set out by the concerned authorities. • After commissioning of the proposed project, the Environmental ManagementCell will take care of all the pollution control measures. • It can be concluded on a positive note that after the implementation of the mitigationmeasures and environmental management plan during the construction & operational phase, the negative impact on environment will be controlled.

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CHAPTER 12DISCLOSURE BY CONSULTANT

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12.1 Disclosure by Consultants

The EIA team engaged in the preparation of EIA report consists of professionals with multidisciplinary skills and experience required for undertaking this project. The EIA involved in various stages of planning to final report preparation is given below in table:

“I, hereby, certify that I was a part of the EIA team in the following capacity that developed this Report”.

Project Name: M/s. Dell Laminate

Name and address of the Green Circle Inc. QCI-NABET Accredited Consultant Green Empire NABET/EIA/1720/IA0029 Anupushpam,Above Axis Bank,Near Yash June 2020 Complex,Gotri Main Road

Personnel involved in Mr. Pradeep Joshi (EIA Coordinator) preparation of EIA/EMP report Mr. Pradeep Joshi (FAE- NV, AP,SHW,RH)

EIA COORDINATOR

Name Pradeep Joshi Signature & Date

FUNCTIONAL AREA EXPERTS

Functional Name of Involvement (Period & Task**) Signature & Date Areas the Expert Air Pollution Pradeep Site visit, finalization of monitoring Monitoring & Joshi locations, checking air quality data, Control (AP) evaluation of results of Ambient Air Quality Monitoring (AAQM), supervision of air quality modeling and prediction, identification of impacts, suggestion and finalization of mitigation measures with client, and contribution to EIA documentation.

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Water Pollution Miss. Site visit and finalization of sampling (WP) Sheetal locations for water sampling, water Parmar balance for the project, evaluation of water pollution control management, identification of impacts, suggestion and finalization of mitigation measures, contribution to EIA documentation. Solid and Pradeep Identification of the waste generated Hazardous Joshi from the industry, studying adequacy waste of mitigation measures for Management management of hazardous waste, (SHW) contribution to EIA document. Socio-Economic Mr. Gunesh Secondary data collection, site visit, (SE) Deosthali evaluation of Socio-Economic status of the study area, assessment of the possible changes to socio-economic issues arising out of the proposed activity, contribution to the EIA documentation. Hydrology and Mr. Site visit, understanding and Water ShriVallabh representing ground water conditions, Conservation Kothe finalization of survey findings, (HG) identification of impacts, suggestion of mitigation measures and contribution to the EIA documentation. Noise and Pradeep Supervision of noise sampling Vibration (NV) Joshi programme, analysis of data, noise modeling, identification of impacts and mitigation measures, contribution to EIA documentation. Landuse (LU) Mr. Rakesh Supervision in development of Jana landuse map of the study area, site visit for ground truth survey, finalization of landuse maps, contribution to EIA ducuments. Risk & hazard Pradeep Identification of modeling scenarios, (RH Joshi consequence modeling using PHAST, finalization of DMP, contribution to RA / DMP documentation. Dr. Shishu Pal . Dr. Shishu Assessing baseline soil quality, Singh Pal Singh possible impacts and control measures

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