ENVIRONMENTAL IMPACT ASSESSMENT REPORT For MANUFACTURING OF SYNTHETIC RESIN Project Proponent M/s. PERFECT LAMINATE Survey No.28, Dhameda- Solaiya Rd. Village: Anandpura, Taluka: Mansa, District: Gandhinagar, GUJARAT. Prepared By: Pragathi Labs & Consultants Pvt. Ltd. Plot No. 8, Temple Rock Enclave, Tarbund ‘X’ Roads, Secunderabad - 500 009. Mobile No. : 9825371099 E-mail: pragathi.labs@yahoo.in M/S. Perfect Laminate Index INDEX A Terms Of Reference COPY B TOR with its compliance C List of Table D List of Drawing E EIA Report F List of Annexure Page No. 8-11 12-17 18-22 23-288 Annexure-A : Executive Summary- English 289-300 Annexure-B : Executive Summary- Gujarati 301-317 Annexure-C: Accreditation of Environment Consultant with QCI 318-319 Annexure-D : Compliance report of CTE Conditions 320-322 Annexure-E: Period / Date of data collection 323 Annexure-F: Certificate of National Accreditation Board for Testing and Calibration Laboratories 324-331 Annexure-G: Expected characteristics of untreated & treated effluent 332 Annexure-H: Google map showing nearby surface water body 333 EIA REPORT 23-288 1.0 Chapter 1: Introduction 1.1 Preamble 24 1.2 Introduction of Project 24 1.3 Introduction to project proponent 25 1.4 Term of reference for EIA and Project Review 25 1.5 Need for EIA 25 1.6 Objectives of EIA study 26 1.7 Scope of work 26 October 2011 24-29 1 M/S. Perfect Laminate Index 1.8 EIA Methodology 27 1.9 Structure of The EIA Report 28 2.0 Chapter 2: Project Description 2.1 Location of Project Site 31 2.2 Justification of proposed Project site 36 2.3 Promoters and their back ground 37 2.4 Regulatory framework 37 2.5 Project cost 38 2.6 Proposed Product Details 39 Products & Manufacturing Process 40 2.7.1. Phenol Formaldehyde resin solvent 40 2.7.2. Melamine Formaldehyde resin solvent 42 Material storage, handling and transportation 45 2.8.1. Requirement and storage of Raw material 45 2.8.2. Solvent Consumption and Mass balance 47 2.8.3. Storage & Handling of Raw Material 49 2.8.4. transportation 50 Infrastructural Facilities 50 2.9.1. The detailed area break up for proposed unit. 50 2.9.2. Details of Plant and machineries 53 Requirement of Resources 54 2.10.1. Fuel Requirement 54 2.10.2. Power Requirement 54 2.10.3. Manpower Requirement 54 2.7 2.8 2.9 2.10 31-69 2.11 Environmental Pollution and Control Measures 55 2.11.1. Water Pollution 55 2.11.2. Air Pollution 63 October 2011 2 M/S. Perfect Laminate Index 2.11.3. Hazardous and Solid Waste Generation 65 2.11.4. Noise Pollution 67 2.11.5. Cleaner Production 68 3.0 Chapter 3: Baseline Environment Statement 3.1 Preamble 72 3.2 The Study Area 72 Baseline Data Collection Survey 76 3.3.1. Air Environment 76 3.3.1.1 Ambient Air Quality (AAQ) 76 3.3.1.2 Sample Analysis 77 3.3.1.3 Meteorology 82 3.3.1.4 3.3 71-163 Wind Rose 121 3.3.1.5 Temperature 122 3. 3.1.6 Relative Humidity 122 3.3.2. Water Environment 122 3.3.3. Soil Environment 128 3.3.3.1 Soil Characteristics 128 3.3.4. Noise Environment 129 3.3.5 Topography & Land Use Pattern 131 3.3.5.1 Topography 131 3.3.5.2 Land use pattern 133 A. Land use as per Census Record 135 B. Land use as per Satellite Imagery 138 3.3.6 Geology & Hydrology 143 3.3.7 Ecological Environment 145 3.3.7.1 Abstract 145 3.3.7.2 Study area & time period for Study 145 October 2011 3 M/S. Perfect Laminate Index 3.3.7.3 Methodology 146 3.3.7.4 Topography diversity of the study area 146 3.3.7.5 Floral Diversity In The Study Area 146 3.3.7.6 Faunal Biodiversity In The Study Area 151 3.3.7.7 Status of forest in study area 152 3.3.8 Socio-economic Environment 153 4.0 Chapter 4 : Prediction & Assessment of Impact 4.1 Preamble 165 4.2 Impact Identification 165 4.2.1 Construction phase and Commissioning Phase 166 4.2.2 Operational Phase 167 Prediction and Assessment of Impact 167 4.3.1 Construction and Commissioning phase 167 4.3 165-198 4.3.1.1 Air Environment 167 4.3.1.2 Water Environment 169 4.3.1.3 Land Environment 170 4.3.1.4 Noise Environment 170 4.3.1.5 Socio- economic Environment 170 4.3.1.6 Ecology 171 4.3.1.7 Health and safety 171 4.3.2 Operation Phase 171 4.3.2.1 Water Environment 171 4.3.2.2 Air environment 172 Emission & Stack details 173 Mathematical model for pollutants dispersion 174 Results of the ISCST – 3 Model 186 Isoplathes of SPM Concentration 193 October 2011 4 M/S. Perfect Laminate Index Isoplathes of SO2 Concentration 194 Isoplathes of NOx Concentration 195 4.3.2.3 Solid Waste 196 4.3.2.4 Noise Environment 197 4.3.2.5 Socio – Economic Environment 198 4.3.2.6 Development of Green belt 198 4.3.2.7 Ecological environment 198 5.0 Chapter 5: Environmental Management Plan 200-223 5.1 Preamble 200 5.2 Objectives of EMP 201 5.3 Components of EMP 202 5.3.1 Construction Phase 202 5.3.1.1 Air Environment 202 5.3.1.2 Water Environment 203 A : Rain water harvesting system 204 5.3.1.3 Solid Waste 215 5.3.1.4 Noise Environment 215 5.3.1.5 Land Environment 216 5.3.1.6 Ecology 216 5.3.1.7 Socio - Economic 216 5.3.2 Operation Phase 216 5.3.2.1 Water pollution control system 217 5.3.2.2 Air pollution control system 218 5.3.2.3 Hazardous Waste Management system 219 5.3.2.4 Noise control Management system 220 5.3.2.5 Occupational health program 220 5.3.2.6 Green belt 221 October 2011 5 M/S. Perfect Laminate Index 5.3.2.7 Control of fugitive emission 222 5.3.2.8 Environmental Monitoring Plan 223 6.0 Chapter 6: Onsite Disaster Management Plan 225-232 6.1 Introduction 225 6.2 Types of Disaster 225 6.2.1 Objectives of Plan 225 6.3 Identification of major Hazards 226 6.4 Objectives of Plan 226 6.4.1 Basis of Plan 226 6.4.2 Post Disaster Analysis and Evaluation 227 6.4.3 General Recommendations 227 6.4.4 The availability, organization, and utilization of resources for 228 emergency. 7.0 6.4.5 Emergency Response Room (Safety officer room) 229 6.4.6 Fire Fighting Facilities 230 6.4.7 Other Key Personnel 231 Chapter 7: Risk Assessment 234-288 7.1 Introduction Of Company 235 7.2 Plant Lay Out 236 7.3 Objective, Philosophy & Methodology Of Risk Assessment 237 7.4 Details Of Raw Material 238 7.5 List Of Finished Product 238 7.6 Manufacturing Process 239 7.7 List Of Hazardous Chemicals Along With Their Toxicity Level As Per 240 MSIHC Rules 7.8 Hazards Identification & Preventive Measures October 2011 241 6 M/S. Perfect Laminate 7.9 Index Risk Assessment (Consequences Analysis For Failure Scenarios) / (Maximum 252 Credible Accident Scenarios) 7.10 Risk Reduction Measures & Recommendation In View Of Safety 261 Consideration 7.11 On Site Emergency Plan 264 7.12 Material Safety Data Sheet 275 October 2011 7 M/s. Perfect Laminate October 2011 TOR Copy 8 M/s. Perfect Laminate October 2011 TOR Copy 9 M/s. Perfect Laminate October 2011 TOR Copy 10 M/s. Perfect Laminate October 2011 TOR Copy 11 M/s. Perfect Laminate TOR Compliance TERMS OF REFERENCE AND ITS COMPLIANCE Sr. No. Reference TOR Point 1 Executive project. summary of 2 Justification of the Project. 3 Promoters ground. 4 the Chapter Point Annexure – A (English) Page No. 289-300 Annexure – B (Gujarati) 301-317 Chapter 2 2.2 36 Chapter 2 2.3 37 Regulatory framework. Chapter 2 2.4 37 5 A Map indicating location of the Project and distance from severely polluted area. Chapter 2 6 Project location and Plant Layout Chapter 2 7 Infrastructure facilities including power sources. Chapter 2 8 Total cost of the project along with total capital cost and recurring cost /annum for environmental pollution control measures. Chapter 2 9 Nearby industries – ch-2 – table 2.2 – pg no. 37 Project site location along with It may be noted that there is no site map 10 km area site details forest within 10 km radius from the providing various industries, project site. surface water bodies, forest etc. Surface water bodies – Annexure – H – pg no. 333 10 Present Land use based on satellite imagery for the study area of 10 km radius. October 2011 and their back Chapter 3 2.1 31 Drawing 2.3 34 Drawing 2.8 51 & 2.9 52 2.9 50 2.10.2 54 Table 2.3 38 3.3.5.2 (B) 138 12 M/s. Perfect Laminate Sr. No. TOR Point TOR Compliance Reference Chapter Point Page No. 11 Location of National park/Wild Life sanctuary/ Reserve Forest within 10 km radius of the project. It may be noted that there is no National park/Wild Life sanctuary/ Reserve Forest within 10 km radius of the project. 12 Details of the total land and break of the land use for green belt and other uses. Chapter 2 2.9.1 50 2.6 13 14 15 16 17 18 List of products along with the production capacities. Chapter 2 Table 2.6, 45 Table 2.7 & 46 Table 2.18 69 Chapter 2 2.7 40 – 44 Chapter 3 Table 3.8 83 - 120 Chapter 3 Table 3.5 78 Table 3.8, 83-120 Table 3.5, 78 3.10 & 3.11 125 & 126 Table 3.15 130 Chapter 2 Manufacturing process details along with the chemical reactions and mass balance. October 2011 39 2.4.1, 2.4.2 Detailed List of raw material required and source, mode of storage and transportation. Site-specific micro-metrological data using temperature, relative humidity, hourly wind speed and direction and rainfall is necessary. Ambient air quality at 6 locations (Oct. – Dec. 2011) within the study area of 5 km, aerial coverage from project site as per NAAQES notified on 16th September, 2009. Location of one AAQMS in downwind direction. One season Site-specific micrometrological data using temperature, relative humidity, hourly wind speed and direction and rainfall and AAQ data (except monsoon) for PM10, SO2, NOX including VOCS should be collected. The monitoring station should take into account the pre-dominant wind direction, population zone sensitive Table 2.4, Chapter 3 13 M/s. Perfect Laminate Sr. No. 19 20 21 22 23 24 25 26 27 TOR Point receptors including reserved forests. Data for water and noise monitoring should also be included. Air pollution control measures viz. Multi – cyclone and bag filter etc. shall be proposed for the effective control of gaseous emissions within permissible limits. Data on methanol and phenol for the existing unit. Control methanol emission from drying section. Details of VOC monitoring system in the working zone environment. Name of all the solvents to be used in the process and details of solvent recovery system. Design details of ETP, incinerator, boiler, scrubbers/bag filters etc. Details of water and air pollution and its mitigation plan. Action plan to control ambient air quality as per NAAQES standards notified by the ministry on 16th September, 2009. An action plans to control and monitor secondary fugitive emissions from all the sources. Determination of atmospheric inversion level at the project site and assessment of ground level concentration of pollutants from the stack emission based on site-specific meteorological October 2011 TOR Compliance Reference Chapter Point Page No. Chapter 2 Table 2.15 64 2.8.2 47 Chapter 2 Drawing 2.7 48 Chapter 5 Table 5.1 223 2.8.2 47 Drawing 2.7 48 2.11.1(B) 58 Table 2.13 60 Drawing 2.11 62 Table 2.14 63 Table 2.16 64 2.11 55 - 65 Chapter 2 Chapter 2 Chapter 2 Chapter 5 5.3.2.8 Table 5.1 223 Chapter 5 5.3.2.7 222 Chapter 4 4.3.2.2 172 14 M/s. Perfect Laminate Sr. No. 28 29 30 31 32 33 34 35 TOR Compliance Reference TOR Point Chapter features. Air quality modeling for proposed plant. Permission for the drawl of 7.30 m3/day ground water from the CGWA. Water balance chart including quantity of effluent generated recycled, reused and discharged. Action plan for ‘zero discharge’ of effluent as proposed should be included. Point Page No. The industry has already done application to CGWA. Chapter 2 Drawing 2.11 62 Chapter 2 Drawing 2.11 62 Ground water monitoring minimum at 6 locations should be carried out. Chapter 3 Table-3.9, 3.10 & 3.11 125, 126 Geological features and Geohydrological status of the study area Chapter 3 3.3.6 143 Ecological status (terrestrial and Aquatic). Chapter 3 3.3.7 145 Treatment effluent. of phenol in the 123 The details of solid and hazardous waste generation, storage, utilization and disposal particularly related to the Chapter 4 4.3.2.3 196 hazardous waste calorific value of hazardous waste and detailed Chapter 5 5.3.2.3 219 characteristic of the hazardous waste. Action plan for the disposal of fly ash generated from boiler shall be included. Explore the possibility to use Chapter 2 Table 2.14 63 fuel other than wood. Precautions to be taken during storage and transportation of 7.8.4 246 hazardous chemicals shall be Chapter 7 clearly mentioned and incorporated. A copy of the Memorandum of It may be noted that there will not be Understanding signed with cement manufacturers indicating any type of organic solid waste clearly that they will utilize all October 2011 15 M/s. Perfect Laminate Sr. No. TOR Compliance Reference TOR Point the organic generated. solid Chapter Point Page No. waste generated from the industry It may be noted that the industry will 36 Authorization/Membership for maintain zero discharge. The the disposal of liquid effluent in CETP and solid/hazardous waste industry will obtain membership of in TSDF. TSDF after getting EC. 37 38 39 40 41 42 43 List of hazardous chemicals (as per MSIHC rule) with toxicity levels. Risk assessment for storage for chemicals. A note on arrangement for monitoring Phenol Formaldehyde in the work zone. Locating the plant in open area instead of covered to be reviewed in view of safety consideration. An Action plan to develop greenbelt in 33% Area. Action plan for rainwater harvesting measures at plant site shall be included to harvest rainwater from the roof tops and storm water drains to recharge the ground water. Occupational health of the workers needs elaboration including evaluation of noise, heat, illumination, dust, any other chemicals, metals being suspected in environment and going into body of workers either through inhalation, ingestion or through skin absorption and step taken to avoid musculo-skeletal disorders (MSD), backache, pain in minor and major joints, fatigue etc. occupational hazards specific pre-placement and periodical monitoring shall be carried out. October 2011 Chapter 7 7.7 240 Chapter 7 Table 7.8.1 241 Chapter 7 7.8.5 249 Chapter 7 7.10.1 261 Chapter 5 5.3.2.6 221 Chapter 5 5.3.1.2 (A) 204 Chapter 5 5.3.2.5 220 16 M/s. Perfect Laminate Sr. No. 44 45 46 47 48 49 TOR Compliance Reference TOR Point Chapter Chapter 3 Point 3.3.8 Page No. 153 Chapter 5 5.3.2 216 5.3.2.3 219 Drawing 2.10 57 5.3.1.2 (A) 204 Energy conservation 5.3.2.4(A) 220 Natural resource conservation. 5.3.1.2 (A) 204 Socio-economic development activities should be in place. Detailed Environmental management plan (EMP) with specific reference to the details of air pollution control system, water and waste water management, monitoring frequency, responsibility and time bound implementation plan for mitigation measure should be provided. EMP shall include the concept of waste minimization recycle / techniques reuse / recover Any litigation pending against the project and/or any direction /order passed by any Court of law against the project, if so, details thereof. Public hearing issues raised and commitments made by the project proponent on the same should be included separately in EIA/EMP report IN the form of tabular chart with financial budget for complying with the commitments made. A tabular chart with index for point-wise compliance of above TORs October 2011 Chapter 5 No, There is not any litigation pending against the project Will be done From Page No. 12 to 17 17 M/s. Perfect Laminate List of Tables & Drawings LIST OF TABLES (A) Table – 2.9 Area break up for proposed unit 50 Table – 3.3 Ambient Air Quality monitoring location 77 Table – 3.5 Ambient Air Quality status in study area 78 Table– 3.6 Ambient air Quality status {98 Percentile Value} 79 Table – 3.10 Analysis report of ground water samples 124 Table – 3.11 Analysis report of surface water samples 126 (B) Table – 3.24 Bird Species in the study area 151 Table – 3.25 Butterflies in the study area 152 Table – 3.29 Basic Amenities in the study area 160 Table – 4.1 Basis of emission rate calculations 173 (C) Table – 2.3 Cost break up for proposed unit 38 Table – 3.23 Climbers in the study area 148 Table – 4.2 Concentration values of SPM (Average) 187 Table – 4.3 Concentration values of SO2 (Average) 189 Table – 4.4 Concentration values of NOx (Average) 191 (D) Table – 3.1 Different features of Environment Table – 3.12 Drinking water Standards 72 127 (E) Table – 2.10 Equipments required for resin plant 53 Table - 2.11 Employment details 54 Table – 2.13 Equipment detail of Effluent treatment plant 60 Table – 5.1 Environment Monitoring 223 (F) Table – 2.14 October 2011 Flue gas stacks detail 63 18 M/s. Perfect Laminate List of Tables & Drawings (G) Table – 3.9 Table – 4.5 Ground Water Samples collected from the study 123 area Ground Level Concentration computed (Maximum) 192 (H) Table – 3.22 Herbaceous species observed in the area 148 (I) Table – 2.2 Industries nearby 37 (L) Table – 3.16 Land use pattern as per census record 136 Table – 3.17 Land use class distribution 140 Table – 3.18 List of villages under study area 145 Table – 3.19 List of plants, mammals, birds & sighted within 146 study area (M) Table– 2.5.1 Mass Balance of Phenol Formaldehyde Resin 42 Table– 2.5.2 Mass Balance of Melamine Formaldehyde Resin 44 Table– 2.5.3 Table – 3.27 Table – 3.8 Methanol consumption in the process for the 44 preparation resin solvent Mammal Spices 152 Meteorological data for the period of October 83 2010 to October 2011 for Ahmedabad station (N) Table – 3.14 Noise level National standards 129 Table – 3.15 Noise level in study area 130 Table – 3.7 National Ambient Air Quality Standards (NAAQS) 80 (P) Table – 2.4 October 2011 Proposed product details 39 19 M/s. Perfect Laminate List of Tables & Drawings Table– 2.4.1 Proposed intermediate product details 39 Table– 2.4.2 Proposed By- Product details 39 Table – 2.7 Packing details of raw material and product 46 Table – 2.16 Process gas Stacks Details 64 (R) Table – 2.6 Table – 3.26 Raw materials required for Resin Manufacturing in 45 MT/M Reptiles in the study area 152 (S) Table – 2.1 Salient features of the proposed project 31 Table – 2.8 Solvent (methanol) recovery in water scrubber 48 Table – 2.17 Solid/hazardous waste generation detail 66 Table – 2.18 Source of raw materials 69 Table – 3.4 Sampling Method for AAQ Parameters 77 Table – 3.13 Soil Analysis in the study Area 128 Table – 3.21 Shrubs species 147 Table – 3.28 Socio-economic status 154 Table – 4.6 Solids/hazardous waste generation from the 196 proposed project (T) Table – 3.20 Tree species in study area Table – 2.15 Technical details of Dust Collector 147 64 (V) Table – 3.2 Villages cover within study area 76 (W) Table – 2.12 October 2011 Water consumption and waste water Generation 56 detail 20 M/s. Perfect Laminate List of Tables & Drawings LIST OF DRAWINGS Drawing 2.1 Location Map - General view of Gujarat state 32 Drawing 2.2 Location showing project site 33 Drawing 2.3 Google image indication of project & distance from severely polluted area/critically polluted area 34 Drawing 2.4 Google image of surrounding villages in 5 km 35 Drawing 2.5 Process Flow Diagram of Phenol Formaldehyde resin 41 Drawing 2.6 Process Flow Diagram of Melamine formaldehyde resin 43 Drawing 2.7 Methanol Recovery System 48 Drawing 2.8 Kay Plan 51 Drawing 2.9 Plant Lay Out 52 Drawing 2.10 Water Balance Diagram 57 Drawing 2.11 Flow Diagram of ETP 62 Drawing 3.1 Project site and nearest villages within 5 km radius area 73 Drawing 3.2 Topography map of proposed project site 74 Drawing 3.3 Detail road map of M/s. Perfect Laminate 75 Drawing 3.4 Wind rose diagram for the study period 121 Drawing 3.5 Topography map of proposed project site 134 Drawing 3.6 Land use pattern in the study area 137 Drawing 3.7 Chart showing land use/ land cover within study area of 10 km radius area as per satellite imagery Drawing 3.8 Map showing land use pattern as per satellite imagery within study area Drawing 3.9 Chart showing worker details in 5 km study area Drawing 3.10 Chart showing main workers details in 5 km study October 2011 142 156 area Drawing 3.11 141 Chart showing marginal workers details in 5 km 21 158 159 M/s. Perfect Laminate List of Tables & Drawings study area Drawing 4.1 Wind rose diagram 185 Drawing 4.2 Isopleths of SPM concentration for 24 hrs. 193 Drawing 4.3 Isopleths of SO2 concentration for 24 hrs. 194 Drawing 4.4 Isopleths of NOx concentration for 24 hrs. 195 Drawing 5.1 Wastewater handling Environment Management plan 218 Drawing 5.2 EHS Management 223 Drawing 6.1 On Site Disaster Management Plan 228 October 2011 22 CHAPTER 1: INTRODUCTION M/s. Perfect Laminate 23 M/s. Perfect Laminate Introduction 1.1 Preamble M/s. Perfect Laminate is a small scale proposed New Unit to be located at Survey no. 28, Dhameda- Solaiya Rd. Village : Anandpura, Taluka: Mansa, District : Gandhinagar, Gujarat for production of Laminated sheet and intermediate chemical resin product like Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Melamine Urea Formaldehyde Resin and Phenol Urea Formaldehyde Resin for captive consumption and also for sale in the market. The proposed final product is Laminated sheet (40,000 Nos./Month), which will be manufacture from the intermediate resin like, Phenol Formaldehyde Resin, Melamine Formaldehyde Resin , Melamine Urea Formaldehyde Resin and Phenol Urea Formaldehyde Resin (60 MT / Month). The EIA Study is carried out as a part of process to obtain Environment Clearance Certificate for the proposed project. The unit has obtained Consent to Establish (CTE) for manufacturing of laminated sheet from Gujarat Pollution Control Board. 1.2 Introduction Of Project The proposed product Laminated sheets does not attracts environmental clearance from Ministry of Environment and Forests (MoEF), New Delhi but the intermediate product Phenol formaldehyde resin and melamine formaldehyde resin falls under clause No.5 (f) of category “A” as stated in Environment Impact Assessment Notification published on 14th September 2006 and hence the project proponent has to obtain the environmental clearance from the, New Delhi. As per the requirements of the notification, an application was submitted to Ministry of Environment and Forest in 11th May 2011 as considering Form 1. The proposal was considered by the Expert Appraisal Committee (Industry- 2) in its 1st meeting held during 20th October, 2011 and also the presentation was conducted. Subsequently The Committee prescribed has issued the approved TOR (Terms of reference) wide letter No. J-11011/248/2011-IA II (I) dated November 14th, 2011. All the aspects of the TOR are incorporated in to the EIA/EMP Report. October 2011 24 M/s. Perfect Laminate Introduction To obtain Environment Clearance for proposed expansion and to carry out Environmental Impact Assessment Study M/s. Perfect Laminate, has assigned responsibility to NABET Accredited Consultant M/s. Pragathi Labs & consultants Pvt. Ltd. The company profile of M/s. Pragathi Labs & consultants Pvt. Ltd. is shown in Annexure – D. Laboratory utilized for the Project: Gujarat Laboratory (NABL Accredited) F/17, Madhavpura Market, Shahibaug, Ahmedabad – 380004. Ph: 079-25626040 1.3 Introduction To Project Proponent The Proprietor, Mr. Mukeshbhai K. Patel owns the family concern firm. The promoter family is involved in the trading and manufacturing business since long and has a very good command over the market. The promoter group has strong hold in the laminate sheets market. Hence, the final product is saleable in the local house hold and commercial/Office market 1.4 Term Of Reference For EIA and Project Review Term of Reference (TOR) For EIA study was prepared as per guidelines of above referred notification. The unit has submitted their application to MOEF, New Delhi on 11th May 2011 to obtain the environmental clearance along with Form – I, Terms of reference to carry out EIA study and Feasibility cum detail Project report. Subsequently the presentation was conducted regarding the proposed project at New Delhi on 20th October, 2011 and MOEF has issued approved TOR on dated November 14th,2011 Vide letter No. J.11011/248/2011-IA-II (I). 1.5 Need For EIA The proposed project falls under S No 5 (f), A Category of Schedule attached to the Environmental Impact Assessment notification, dated 14th September 2006 under the Environment Protection Act (EPA) 1986 and hence requires prior Environmental Clearance from Environmental Impact Assessment Authority (EIA), MOEF. October 2011 25 M/s. Perfect Laminate Introduction Purpose of the EIA study is to critically analyze activities involved in the proposed project with reference to type & quantity of different raw material to be used, their sources, possible sources of water, change in land use and its effect on biodiversity, generation of waste water, air emissions, noise pollution and solid waste and the control measures to reduce the pollution and to delineate a comprehensive environment management plan and risk & disaster management plan. 1.6 OBJECTIVES OF EIA STUDY The main objectives of the study are: To assess baseline environmental status. To identify major sources of pollution. To predict & evaluate impact on environment along with pollution control measures taken. To prepare a comprehensive Environment and Risk & Disaster Management Plan. 1.7 Scope Of Work Manufacturing of the intermediate product Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Melamine Urea Formaldehyde Resin and Phenol Urea Formaldehyde Resin requires environmental clearance from EAC (If the project is located outside the notified industrial estates) or SEAC (If the project is located within the notified industrial estates). As the concerned project involves of manufacturing of Phenol Formaldehyde Resin, Melamine Formaldehyde Resin , Melamine Urea Formaldehyde Resin and Phenol Urea Formaldehyde Resin (60 MT/Month) , the application had been submitted to MoEF, New Delhi with prefeasibility report and draft TOR (Terms of Reference). The final TOR had been issued by MoEF on 14th November 2011. This report is based on the compliance of all relevant TORs at relevant sections of the report. October 2011 26 M/s. Perfect Laminate Introduction 1.8 EIA Methodology The methodology adopted to conduct Rapid Environmental Impact Assessment Report is described below and Rapid EIA study was conducted for the study period of October - December 2011 covering an area of 5 km radius from the project site. Base Line Environmental Conditions: The samples of ambient air, ground & surface water and soil are collected and analyzed as per standard methods for establishing baseline data and to determine the impact of proposed activity on the same. Ambient Air Environment: The ambient air environment around the site was studied by setting up sampling stations within the study area of 5 Km radius from project site. The meteorological data, viz. wind speed and direction, humidity, rainfall and ambient temperature were collected from nearest Meteorological station of India Meteorological Department (IMD), at Ahmedabad. Ground & Surface Water Environment: To assess the Physico-chemical quality of ground water, a number of water samples were collected and analyzed for pollution parameters viz., pH, TDS, Turbidity, BOD, COD, Fluorides, Chlorides, Sulphates, Nitrates, Ammonical Nitrogen, Hardness, Alkalinity, Iron, Oil & Grease and some trace heavy metals, in order to find out the contamination, if any. Noise Environment: Noise pollution survey was conducted in the study zone for evaluating existing status. The anticipated noise sources were automobile activities and operations of crusher, screens etc. Noise levels were recorded at the noise generating places and in the surrounding villages for evaluating general scenario of the study area. Hourly equivalent sound levels (Leq) were also recorded for calculating Day and Night noise levels in the surrounding villages. Soil Environment: Soil sampling and analysis was carried out to assess physicochemical characteristics of the soil and delineate existing cropping pattern, existing land use and topography, within the study area. October 2011 27 M/s. Perfect Laminate Introduction Biological Environment: Keeping in view, the importance of biological component of total environment due to proposed project, species diversity of flora and fauna was studied for impact analysis due to proposed project activity. Socio-economic Environment: Demographic and related socio-economic data was collected from census handbook 2001. Assessment of impact on significant historical, cultural, and archeological sites/places in the area and economic and employment benefit arisen out from the project is given special attention. Impact assessment: Detailed study was carried out to identify pollution sources from the proposed development and their impact on different components of environment. Environmental Management Plan: A comprehensive Environmental Management Plan has been prepared covering all the aspects of pollution prevention measures, air and water Pollution Control measures, solid and hazardous waste management, noise control measures, environmental surveillance etc. Risk Management Plan: A comprehensive risk management plan has been prepared keeping in view the likely disasters which may affect the project. Precautionary measures that need to be incorporated at design stage itself have been addressed as also the emergency preparedness measures required to meet any such disaster. 1.9 Structure of The EIA Report Structure of the current Rapid EIA Report is as discussed below: Chapter-1 gives an Introduction of Project and the Project Proponent. It also includes the purpose of EIA study, its scope and methodology adopted for carrying out the EIA study. October 2011 28 M/s. Perfect Laminate Introduction Chapter-2 covers Project Description giving information about justification for developing the proposed scheme. The chapter discusses in detail about project location, its advantages, selection of technology, utilities requirement & other details related to the project. Chapter-3 gives the Base Line Environmental Status delineating meteorological details & identification of base line status of Environmental components (primary data), Socio-Economic Environment (secondary data) of surrounding area. Chapter-4 deals with various sources of pollution likely to be associated with the proposed project and covers Identification and Prediction of Impact, which provides quantification of significant impacts of the proposed project activities on various environmental components. Evaluation of the proposed pollution control facilities is also carried out in this chapter. Chapter-5 deals with Environment Management plan delineating preparation of Environment Management Plan (EMP) to be adopted for mitigation of anticipated adverse impacts if any, and to ensure acceptable impacts. Chapter-6 covers the Disaster Management Plan. It details out the type of disasters & precautionary measures. Chapter-7 covers the Risk Management Plan. It details out the type of safety measures required in times of emergency situations. October 2011 29 CHAPTER 2: PROJECT DESCRIPTION M/s. Perfect Laminate 30 M/s. Perfect Laminate Project Description 2.1 LOCATION OF PROJECT SITE M/s Perfect Laminate is a Small scale unit proposed to be setup at survey no. 28, Dhameda- Solaiya Road Anandpura village, Mansa Taluka, Gandhinagar District, Gujaratfor manufacturing of laminated sheets with production capacity of 40,000 Nos./Month. And the intermediate chemical resin for laminated sheet like Phenol Formaldehyde, Melamine Formaldehyde, Phenol Urea Formaldehyde and Melamine Urea Formaldehyde for the production capacity of 60 MT/Month. Table 2.1 Salient features of proposed project site. 1. Geographical Details : Latitude –23°27'30.10“N Longitude - 72°37'45.24"E 2.Minimum Distance from Proposed Project Site a. City : Gandhinagar (24.89 KM) South b. Village : Solaiya (1.53KM) West c. Town : Mansa (5KM) South East d. District : Gandhinagar (24.89KM) c. Railway Station : Ahmedabad (48KM) National Highway No. 8 – (20.14 KM) East d. High Way : National Highway No. 8C – (24.29 KM) South State Highway No. 218 – (2.31 KM) East f. Air Port g. Fire Station 3.Deplacement of Population : Ahmedabad (43Km) South : Mansa (5 KM) South East : None 4.Protected and Notified EcoSensitive areas within 10 km radius from the plant site ( if , : There is no Historical place, Archaeological place, National park and wild life Sanctuary. Any) October 2011 31 M/s. Perfect Laminate Project Description 2.1 Location maps of Project site Drawing 2.1: Location Map of Gujarat State Project Site Location of Project site in Gandhinagar in Gujarat October 2011 32 M/s. Perfect Laminate Project Description Drawing 2.2: Map for Gandhinagar District for Proposed Project Site of M/s. Perfect Laminate Project Site October 2011 33 M/s. Perfect Laminate Project Description Drawing 2.3: Google image indication location of project and distance from severely polluted area/critically polluted area Mansa GIDC 3.33 km Naroda GIDC 40.61 km Narol GIDC 43.74 km Odhav GIDC 48.59 km Vatva GIDC 53.28 Km October 2011 34 M/s. Perfect Laminate Project Description Drawing 2.4: Google image of surrounding villages in 5 KM. 4.12 km 3.10 km 3.55 km 3.30 km October 2011 35 M/s. Perfect Laminate Project Description 2.2 JUSTIFICATION OF PROPOSED PROJECT SITE The proposed product laminated sheet is having good market demand to develop the home and office for furniture. The demand of laminated sheet is constantly increasing in domestic market and as well as international market. In recent year report said that laminated sheet was largely exported in large quantities to many developed countries. In our country, we had found the high quality of material with low rate compare to others so due to that respect we are having large exporter of lamination sheet in the world. To meet the current market demand, M/s Perfect Laminate has intended to start a new unit. Site selection was guide by many factors like existing infrastructure in the area, availability of land, water, fuel, transportation, power availability etc. Specific site selection criteria of the unit have been given below. Existing plot size was suitable to project requirement. The proposed project site is located near to State Highway No. 218, National Highway No.8& No.8 C. Easy availability of infrastructure facilities. There is enough extra land to raise required green belt/ green cover. Area were proposed site is to be located has no history of natural calamities like floods, cloudburst etc. except earthquake. In addition to the above, the following factors within the study area have also been considered. There is no National Park or Wild life Sanctuary with in 10 Kms There are no metropolitan cities with in 10 Kms There are no ecological sensitive areas with in 10 Kms October 2011 36 M/s. Perfect Laminate Project Description Table 2.2: List of Industries surrounding the proposed Project Sr. No. Name 1 Perfect Polymer 2 Arjun Farms Pvt. Ltd. 3 Maruti Agro Industries 4 Vishwakarma Agriculture Works 2.3 PROMOTERS AND THEIR BACK GROUND SHRI MUKESHBHAI PATEL aged 42 years is the Managing Director of the Company. He has more than 12 years of experience in the manufacturing of laminated sheets. He has good knowledge regarding resin production. 2.4 REGULATORY FRAMEWORK The proposed product Laminated sheets does not attracts environmental clearance from Ministry of Environment and Forests (MoEF), New Delhi but the intermediate product Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Phenol Urea Formaldehyde Resin and Melamine Urea Formaldehyde Resin falls under clause No.5 (f) of category “A” as stated in Environmental Impact Assessment Notification published on 14th September 2006 and hence the project proponent has to obtain the environmental clearance from the New Delhi. As per the requirements of the notification, an application was submitted to Ministry of Environment and Forest in 11th May 2011 as considering Form 1. The proposal was considered by the Expert Appraisal Committee (Industry- 2) in its 1st meeting held during 20th October, 2011and also the presentation was conducted. Subsequently The Committee prescribed has issued the approved TOR (Terms of reference) wide letter No. J11011/248/2011-IA II (I) dated 14thNovember, 2011. All the aspects of the TOR are incorporated in to the EIA/EMP Report. October 2011 37 M/s. Perfect Laminate Project Description 2.5 PROJECT COST The unit is a proposed Small Scale industry and estimated cost for proposed production is about 150 Lacs. The detailed cost break up is shown in Table 2.2 Table 2.3: Cost Break up for proposed unit Sr. No. Cost Particulars (Lacs) Laminated sheet manufacturing 1 Land 10.00 2 Building 11.00 3 Plant and Machineries 40.00 4 Working Capital Margins 7.00 5 GEB Deposit 2.00 Total cost of laminated sheet 70.00 Resin manufacturing 1 Plant and Machinery 40.00 2 Building 10.00 3 EPC (Methanol Recovery) 15.00 4 ETP 5 6.00 APC System (Steam Boiler, Dust Collector, Scrubber for Controlling the Methanol Emissions) Total cost of Resin manufacturing unit Total (Laminated Sheet Plant + Resin Manufacturing Unit) October 2011 9.00 80.00 150.00 38 M/s. Perfect Laminate Project Description 2. 6 PRODUCT DETAILS The unit intends to produce Laminated Sheet. For production of laminated sheet it requires Intermediate Products Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Phenol Urea Formaldehyde Resin and Melamine Urea Formaldehyde Resin. The details of proposed final product and intermediate products are shown in table 2.4 and table 2.4.1. Table 2.4: Details of Proposed Final Product Sr. No. Name of Product 1 Qty Laminated Sheets 40,000 Nos./Month Table 2.4.1: List of Proposed Intermediate Product (To be consumed for preparation of laminated sheets) Sr. No. Name of Intermediate Product 1 Phenol Formaldehyde Resin 2 Melamine Formaldehyde Resin 3 Phenol Urea Formaldehyde Resin 4 Melamine Urea Formaldehyde Resin Qty T/Month 1month = 25 working day 60 Table 2.4.2: List of Proposed By-Product Sr. No. Name of By-Product Qty T/Month 1 Recovered Methanol 5.7 October 2011 Mode of disposal It will be sold to authorized dealers 39 M/s. Perfect Laminate Project Description 2.7 PRODUCTS AND MANUFACTURING PROCESS: 2.7.1 Phenol Formaldehyde Resin  Manufacturing Process First all raw materials like phenol, formaldehyde & caustic will be added into Limped reaction vessel. Stirring & heating will up to 60 C. When it will reach up to 60 C maintain the temperature up to 1 hr. Reflux is done for 30 minutes up to 98 C. Vacuum distillation will be started. Approximately 236 kg Water will be removed from the vessel. Cooling will start up at 40 C. Methanol will be added for dilution purpose. Phenol Formaldehyde Resin will be ready for use in Laminate sheets. Reaction Chemistry OH OH + Phenol October 2011 Fast O CH2 Formaldehyde O CH3 Phenol Formaldehyde Resin 40 M/s. Perfect Laminate Project Description Drawing 2.5 Process Flow Diagram of Phenol Formaldehyde resin Phenol Formaldehyde Limped Reaction Vessel Caustic Flakes Stirring and heating up to 60 C Reflux for 30 Minutes Vacuum Distillation Waste Water Cooling Methanol Dilution Intermediate Product:Phenol Formaldehyde Resin solvent October 2011 41 M/s. Perfect Laminate Project Description Table 2.5.1 Mass Balance of Phenol Formaldehyde Resin per Batch (Batch size = 1.005 MT) Sr. No. Raw materials Qty In KG 1 Phenol 400 2 Formaldehyde 600 3 Caustic 5 Total Waste waster generated 200 Final Total 4 1005 Methanol (add) Phenol Formaldehyde Resin solvent 805 200 1005 2.7.2 Melamine Formaldehyde Resin  Manufacturing Process First all the raw materials melamine, formaldehyde & caustic will be added in Limped reaction vessel. Stirring & heating will be done up to 95 C for 1 Hr. Cooling will start up at 40 C. Melamine Formaldehyde Resin will be ready for use in Laminate sheets. October 2011 42 M/s. Perfect Laminate Project Description Reaction Chemistry N N H2N NH2 N N + H2C O fast NH2 melamine N N H2C formaldehyde N OH CH2 HO melamine formaldehyde resin Drawing 2.6 Process Flow Diagram of Melamine formaldehyde resin Melamine Formaldehyde Caustic Limped Reaction Vessel Stirring and Heating up to 95 C for 1 hr Cooling at 40 C Methanol Dilution Intermediate Product:Melamine Formaldehyde Resin October 2011 43 M/s. Perfect Laminate Project Description Table 2.5.2 Mass Balance of Melamine Formaldehyde Resin per batch (1 batch = 1MT) Sr. No. Raw Materials Qty In KG 1 Formaldehyde 600 2 Melamine 400 Final Total 1000 Table 2.5.3 Methanol consumption in the process for the preparation of Resin Sr. No. 1 2 Name of Intermediate Product Qty T/Month 1month = 25 working day Phenol Formaldehyde Resin 20.0 Phenol Urea Formaldehyde Resin October 2011 44 M/s. Perfect Laminate Project Description 2.8 MATERIAL STORAGE, HANDLING AND TRANSPORTATION 2.8.1 Requirement and storage of raw material For the manufacturing of proposed intermediate product of Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Phenol Urea Formaldehyde Resin and Melamine Urea Formaldehyde Resin, various raw materials are required. Industry will provide adequate and proper storage facilities for all the raw materials and the finished product. The Quantity of Raw Material Consumption for proposed manufacturing is shown in the table 2.6 And Details regarding product and raw material storage and packing is in table 2.7. Table 2.6 Raw materials required for Resin Manufacturing: Sr. No. Product 3 4 Kg/1 MT of Resin 335 Formaldehyde 467 Caustic 5 Methanol 200 Melamine Formaldehyde 600 Formaldehyde Melamine 400 Phenol Urea Resin Phenol 300 Formaldehyde T.G.Urea 150 Resin Melamine Urea Formaldehyde 550 Melamine 300 Formaldehyde Formaldehyde 550 Resin T.G.Urea 150 Formaldehyde Resin 2 Qty Phenol Phenol 1 Raw Materials October 2011 45 M/s. Perfect Laminate Project Description Table 2.7 Packing details of Raw Material and Product Sr. No. Description Physical Form Type of Packing/Storage/ Transportation mode of storage Capacity of storage  Raw Materials 1 Melamine Solid 2 Formaldehyde Liquid 3 Phenol Liquid 4 Methanol Liquid 5 Caustic Solid 6 T.G.Urea Industrial Plastic ROAD 2000 Kg ROAD 1 x 10 KL ROAD 1 x 5 KL ROAD 1 x 10 KL BAGS ROAD 200 Kg Solid BAGS ROAD 100 Kg Semi Stored in Storage Liquid tank made of HDPE -- 2 x 200L -- 2 x 200L Bags Industrial Grade Plastic Tank Industrial Grade Plastic Tank Industrial Grade Plastic Tank  Products Phenol 1 Formaldehyde Resin Melamine 2 Formaldehyde Resin Phenol Urea 3 Formaldehyde Resin Melamine Urea 4 Formaldehyde Resin October 2011 Stored in reaction Semi vessel & direct use in Liquid manufacturing laminated sheet Semi Stored in Storage Liquid tank made of HDPE Semi Stored in Storage Liquid tank made of HDPE -- -- 5 x 200L 2 x 200L 46 M/s. Perfect Laminate Project Description 2.8.2 SOLVENT CONSUMPTION AND MASS BALANCE The unit will use Methanol, as a solvent, to manufacture laminated sheet. It will not use to manufacture resin. It will help to let down the viscosity of resin so it can float on the laminated sheet while drying. The overall requirements and mass balance of solvent consumption has been worked out which is given in Table 2.8. Methanol flash point is 16 ˚C. And while the dry temperature will remain 160 – 180 ˚C. So, it will evaporate from drying process. Methanol is not toxic but it is highly explosive so it is necessary to recover methanol. As shown in drawing 2.7 a methanol will transfer in water scrubber through ID fan. The methanol vapor gas pass into water scrubber and recollect into water collection tank and it will circulate till the water become concentrate. After this it will sell as by product. So, Methanol will be recovered. October 2011 47 M/s. Perfect Laminate Project Description Drawing 2.7 Methanol Recovery System Packing column for methanol recovery. Methanol gas Packing Methanol + water Duct Collection of methanol Pump Table – 2.8: Solvent recovery in water scrubber Name of Solvent Fresh Recover % Recovery Methanol 6 T/Month 5.7 T/Month 90%-95% % of recovery will be calculated as per methanol solubility and Ideal Assumption. Recovered Methanol will be sold to Authorized dealers. October 2011 48 M/s. Perfect Laminate Project Description 2.8.3 Storage and Handling of Raw Material Storage: Industry will provide adequate and proper storage facilities for all the raw materials and finished products. Corrosive substances will be stored away from the moisture. Solid raw material will be storage in covered area and liquid raw material will be storage in closed horizontal tank. Hazardous chemical and solid waste will be stored away from other plant activities. The storage yard of chemicals will be isolated and it will equip with all necessary safety measures. In cover-shed area provide natural ventilation system, which consider as 15 % open area of all covered area. Handling: All the raw materials, finished products and by - products will be handled as per the standard practice. For proper handling, company will adapt good housekeeping technology to entire shed. To avoid any leakage or spillage of chemicals from all storage tanks, third party inspects transfer lines, valves, fittings and every joint periodically. October 2011 49 M/s. Perfect Laminate Project Description 2.8.4 Transportation All the necessary precautions will be taken while carrying out transport of the above materials as per the Hazardous Rules of transportation, Central Motor Vehicle Act - 1988 & 1989. The vehicles for transportation of raw materials, by - products and products will be parked at specified loading facilities where there will be a provision of fire extinguishers. The finished product (Laminated Sheet) will be transported by road, rail and ship route. 2. 9 INFRASTRUCTURAL FACILITIES The total available area for proposed project is 4800 Sq. meter and unit proposes to develop Green Belt area 1585 Sq. meter of total area of plot. 2.9.1 The detailed Area break up for proposed unit The detailed Area break up for proposed unit is shown in Table 2.9 Table 2.9: Area Break up for proposed unit Sr. No. 1 2 3 4 Particulars Area Sq. mtr. Build – Up Roads Green Belt Open Area 823 519 1585 1873 Total Area October 2011 4800 50 M/s. Perfect Laminate Project Description A general Key plan and plan layout are shown in drawing 2.8 and Drawing 2.9 respectively. Drawing – 2.8 KEY PLAN of M/s. Perfect Laminate October 2011 51 M/s. Perfect Laminate Project Description Drawing – 2.9 Plant Layout of M/s. Perfect Laminate October 2011 52 M/s. Perfect Laminate Project Description 2.9.2 Details of Plant and Machineries For the production of proposed laminated sheets various plants and machineries are required. The details of equipments are as mentioned in table 2.10. Table 2.10: Equipments required for resin plant: Sr Equipment Qty Capacity 1 P.F.Vessel (Ms plate 10 mm thickness) 1 NO 1500 L 2 M.F.Vessel (SS plate 6 mm thickness) 1 NO 1200 L 1 NO 200 L No. 3 Water condenser for PF vessel (two pass SS condenser) 4 Steam Boiler 1 NO 1.5 MT 5 Cooling Tower 1 NO 50 TR 6 Vacuum pump (760 mm Hg) 1 NO 7.5 HP 7 D. G. Set 1 No 75 KVA October 2011 53 M/s. Perfect Laminate Project Description 2.10 REQUIREMENT OF RESOURCES 2.10.1 Fuel Requirement The unit proposes to use White Coal/ Imported Coal / Lignite, as a fuel for steam boiler and HSD for DG Set and Requirement for the same is 1MT/Day and 200 L/Month respectively. 2.10.2 Power Requirement Total Power requirement for the proposed project is estimated as 75 HP, which will be fulfilled from the grid power supplied by Uttar Gujarat Vij Company Ltd (Sub division of GEB). 2.10.3 Manpower Requirement Manpower is the one of the important resource for efficient and better working of plant. For operation and maintenance of proposed project 55 persons will required as below, Table 2.11 EMPLOYMENT DETAIL Particular No. of persons Managers and Executives 1 Supervisor and Administrative Staff 1 Skilled Workers 13 Unskilled Workers 40 Total 55 October 2011 54 M/s. Perfect Laminate Project Description 2.11 ENVIRONMENTAL POLLUTION AND CONTROL MEASURES 2.11.1 Water Pollution (A) Details of Water Consumption & Wastewater Generation Water consumption : The water requirement of the unit will be satisfied through Bore well. For the manufacturing of laminated sheets, there is no consumption of water. But water will be used in the Air Pollution Control Equipment in wet Scrubber for Methanol recovery & for preparation of caustic solution @ 1 KL/Day. The collected methanol will be sold to the Authorized Dealers. The Industrial water consumption for proposed unit is 6.2 KL/Day, which will be used for Cooling (make up), Boiler & for scrubbing & caustic solution. Domestic water consumption for proposed unit will be 2.25 KL/Day. The unit is developing Green Belt Area surrounding the premises hence the water requirement for gardening purpose will be 4.25 KL/day. Hence total water requirement will be 12.7 KL/Day. Wastewater generation: Water will not be consumed in the manufacturing process of laminated sheets, but water will be liberated from resin manufacturing process @ 0.2 KL/day. The generated wastewater will be treated in effluent Treatment Plant. The Domestic Effluent will be generated @ 2.0 KL/day and will be sent to septic tank followed by soak pit. October 2011 55 M/s. Perfect Laminate Project Description The Category wise detail of water consumption and wastewater generation is shown in Table 2.12 and in Drawing 2.10. Table 2.12: Water consumption and waste water Generation details Sr. No. Source Water Waste Water Consumption Generation KL/Day KL/Day 1. Domestic 2.25 2.0 2. Gardening 4.25 Nil 3. Industrial a. Scrubbing & Dilution Process 1 .0* -- b. Resin manufacturing Process -- 0.2 # 0.2 0.05 5.0 0.7 12.7 2.95 c. Cooling (Make up) from Cooling Tower, Capacity: 50 TR d. Steam boiler Total Water Consumption/ Waste Water Generation * : Water will be used in scrubbing process & this scrubbed Methanol will be sold to Authorized dealers. # : It may be noted that some raw materials are containing water which will be removed from the process. October 2011 56 M/s. Perfect Laminate Project Description Drawing 2.10 Water Balance Diagram SOURCE OF WATER : BOREWELL Total : 12700 Liter/ Day Domestic Use 2250 Lit/day Drinking use 250 lit/Day Gardening 4250 L/D 2000 Lit/day goes to soak pit through septic tank Cooling 200 Lit/day Industrial Use 6200 Lit/day Scrubbing & Dilution process 1000 L/D 5000 L/D Recycle Steam Boiler 12500 L/D Nil Resin Process * Nil 200* Lit/day 50 L/D Condensate 7500 L/D Boiler blow down 700 L/D ETP 950 Lit/day Finally the treated effluent will be evaporated in Evaporator, thus ZERO DISCHARGE Note : * - It may be noted that some raw materials are containing water which will be removed from the process. October 2011 57 M/s. Perfect Laminate Project Description B) Waste Water Management System (Proposed Effluent Treatment Plant) Effluent Treatment Plant Process: The unit will provide primary Treatment system for the treatment of the industrial effluent. (1) Effluent from the plant will be collected in collection tank. (2) Then effluent will be transferred in mixer where, pH to be adjusted 3 to 3.5 by adding H2SO4. FeSO4.7H2O and H2O2 added into the mixer tank The amount of H2O2 will be half of the phenol concentration. Fe+2ion concentration are 1:20 of hydrogen peroxide. (3) Further waste water will be transferred into oxidation vessel. In oxidation vessel PHOTO FENTON PROCESS O2 will be passed from the bottom side of the tank as shown in the figure. Maintain temperature between 30 to 35oC by cooling system. Phenol degradation will take place in presence of sun light or UV lamp. During rainy and winter season the photo Fenton process will occur into the closed vessel which contain UV lamp. October 2011 58 M/s. Perfect Laminate Project Description Further waste water to be transferred to settling tank where ETP sludge will be settled down in conical portion. It is to be removed in sludge drying beds. After drying, the dried sludge will be collected, packed in HDPE bags and stored in a separate storage area and disposed off to the TSDF site. Supernatant water will be transferred into evaporation. The capacity of evaporator will be around 1500 Litre considering worst scenario of effluent quantity. In evaporation, • Heating to be supplied by Steam boiler / Electric heater. NOTE: Residual H2O2 was consumed by enzyme catalyses to prevent interference with COD analysis. October 2011 59 M/s. Perfect Laminate Project Description Table 2.13: Equipment details of Effluent Treatment Plant Sr. No. Name of Unit Description Purpose 1 2 To store the effluent collected from different sources Size(m) 1.5 x 1.5 x 1.3 Capacity (m3) 3.0 MOC RCC Purpose To mix the effluent homogeneously Size(m) 1 x 1 x 1.5 Homogenizing Capacity (m3) 1.5 Tank MOC RCC Collection Tank Accessories 3 Details Photo Fenton process vessel Stirrer for mixing and pump for transfer effluent to Settling tank Purpose To mix the effluent homogeneously Size(m) 1 x 1 x 1.5 Capacity (m3) 1.5 MOC RCC Accessories Coil for cooling purpose To settle the Settable solids from Purpose 4 Settling Tank October 2011 effluent at the bottom of the settling tank. Size(m) Dia.1.2 x ht. 1.4 Capacity (m3) 1.5 MOC MS 60 M/s. Perfect Laminate Project Description Purpose 5 Evaporator Rating Accessories MOC Purpose 6 To evaporate the wastewater and to achieve zero discharge 125 L/Hr. Vessel type evaporator with external heating arrangement MS To dry the sludge generated from settling tank by evaporation Sludge Drying Size (m) 1.5 x 1.5 x 1.5 Bed Capacity (m3) 3.375 Nos. 4 MOC Brick Masonry October 2011 61 M/s. Perfect Laminate Project Description Drawing 2.11 Diagram of ETP Note: For, 950 L/day of load. We must have more than 3 days holding time in case of ETP maintenance. So collection tank size is 3000 L. October 2011 62 M/s. Perfect Laminate Project Description 2.11.2 Air Pollution The main source of Air emission is flue gas emission from stack attached to steam boiler, DG Set and the Methanol Emissions from the Dryer. The major source for the fugitive emissions is from the vehicular movement, there is a negligible chance in fugitive emission due to handling and storage of raw material. Flue Gas Emission There will be two numbers of flue gas stacks attached separately to steam boiler and DG set. The details of the same are given here under in table 2.14. Table 2.14: Flue Gas stacks details: Sr. Stack attached No. to Fuel used Stack Expected APC Height Pollutant System SPM Dust SO2 Collector White Coal/ 1 Steam Boiler (1.5 Imported Coal / TPH) Lignite : 1 50 meter MT/day 2 D.G. Set HSD= 75 Lit/Hr NOx 15 meter N.A. Note: 1. The industry will use White Coal / Imported Coal & Lignite instead of wood as a fuel in steam boiler. 2. D.G. Set will be only used when power failure. October 2011 63 M/s. Perfect Laminate Project Description Stack height will be provided as per CPCB guidelines for the proper dispersion of pollutants into the atmosphere. The unit will provide Dust Collector at steam boiler as air pollution control measures to control the emission of particulate matter & the flue gas emission will remain well within gaseous emission norms prescribed by the GPCB/CPCB. The technical specifications of proposed Dust Collector are given in Table – 2.15 Table 2.15: Technical Details of Dust Collector Type of Vessel Steam Boiler FBC Heating Capacity 1.5 TPH White Coal/ Imported Coal / Lignite : 1 MT/day 140 Degree C 1.2 Kg/M3 2 Kg/24 Hr. 60 % 2-3 Nos. Intermittent through slide gate Fuel used in steam boiler Temperature at Inlet Specific Gravity of Dust Input Dust Load Efficiency No. of Ash Discharge Cone Ash Discharge Process Gas Emission The details of process gas emission is as follows : Table 2.16: Process Gas stacks details Sr. No. Stack attached to Stack Height Expected pollutant 1 Dryer (1 No) – 3 nos. of stacks 22 Ft. Methanol October 2011 Quality of pollutant As per GPCB Norms APC System Scrubber 64 M/s. Perfect Laminate Project Description Fugitive Emission The chance of fugitive emission within premises is mainly due to vehicular movement and storage, handling and loading, unloading of raw materials are minimal. To control the fugitive emission following measures will be taken.  Proper care will be taken for storage and handling of raw materials.  Development of Greenbelt within premises will abate the chances of fugitive emission.  Water Sprinkling system will be done at the Vehicular movement areas.  To reduce the pollutant emission during transportation, the unit will adopt practice of regular check up and maintenance of vehicular engines for complete combustion of the fuel. 2.11.3 Hazardous/ solid waste Generation The main source of solid waste generation from manufacturing of laminated sheet is resin waste from the manufacturing process. The ancillary source of hazardous waste generation will be from raw material storage and handling, plants & machineries and ETP unit. The details of hazardous waste generation and handling / Management are given in Table-2.17. October 2011 65 M/s. Perfect Laminate Project Description Table 2.17: Solid Waste/Hazardous Waste details: Type Category Collection and Quantity Storage Collected Waste/ Schedule - Residue 1, Category (Resins) 23.1 7.2 MTA Disposal in drums and stored Incineration in Common Hazardous Waste Storage at Hazardous Waste Disposal Facility Shed Collected in HDPE ETP Sludge Schedule 1, Category 36.4 300 kg/ Year bags and stored Secured in Common Hazardous Waste Storage Landfill at Hazardous Waste Disposal Facility Shed Schedule Used Oil Collected 1, Category 50L/Yr. 5.1 Discarde d drums, liners, etc. The unit Schedule 1, Category 33.3 will obtain the 27600 Nos./Yr in Reused within the drums and stored premises &/or Sale to in Storage Shed authorised re-refiner Collected Reused and within the stored in Storage premises &/or Sale to Shed authorised dealer permission from GUJARAT POLLUTION CONTROL BOARD/CPCB approved TSDF site for disposal of solid waste and incineration of resin waste which will be generated from proposed unit. October 2011 66 M/s. Perfect Laminate Project Description 2.11.4 Noise Pollution One of the potential pollutants Noise is an unwanted and excessive sound, which is harmful to health and diminishes the quality of life. The major source of noise pollution will be DG Set and the ancillary sources will be manufacturing process within premises and transportation within and outside the premises. The precautions taken for abatement of noise pollution will be as follows.  In the high noise area, Ear muffs/ear plugs will be provided to curtail adverse effect on health.  For the machineries and Equipments, timely oiling and lubricating will be done.  The Vehicles shall be serviced periodically and maintained as per requirement of latest trend of automobile industry to reduce the noise generation due to transportation activity. Also unnecessary speeding of vehicles inside the premises will be avoided.  All the vibrating parts will be checked periodically and serviced to reduce the noise generation. The equipment, which generates excessive noise, will be provided with enclosures etc.  Noise monitoring will be done regularly at different parts of the plant.  Greenbelt will be developed to lessen the effect of noise pollution. October 2011 67 M/s. Perfect Laminate Project Description 2.11.5 CLEANER PRODUCTION October 2011 68 M/s. Perfect Laminate Project Description Table 2.18: Raw materials & Its Sources Sr. No. Product Raw Materials Source (Purchase from) 1 Melamine Formaldehyde Resin Formaldehyde Multiscaff India Ltd., GIDC Chhatral 2 Phenol Formaldehyde Resin Melamine Gujarat State Fertilizer Co. Phenol Hindustan Organic, Cochin Formaldehyde Caustic Methanol 3 Melamine Urea Formaldehyde Resin 4 Phenol Urea Formaldehyde Resin October 2011 Phenol Formaldehyde Multiscaff India Ltd., GIDC Chhatral Gujarat Alkalic Chemical Ltd., Panoli GNFC, Bharuch Hindustan Organic, Cochin Multiscaff India Ltd., GIDC Chhatral Melamine Gujarat State Fertilizer Co. Formaldehyde Multiscaff India Ltd., GIDC Chhatral 69 CHAPTER 3: BASELINE ENVIRONMENTAL STATUS M/s. Perfect Laminate 70 M/s. Perfect Laminate Baseline Environmental Status 3.1 PREAMBLE An industrial Project may cause some environmental impacts on the surrounding environment. It is necessary to collect data about different environmental aspects that are likely to be affected due to the proposed industrial activity. Various environmental conditions exist in the area surrounding the project site which is liable to be affected due to the project activities, have been assessed quantitatively as well as qualitatively. In order to assess the feasibility of the said project, a study related to the present environmental condition has been carried out by generating the baseline data. As per the approved TOR of the Project (vide F.NO J-11011/248/2011-IA-II (I) dated on 14th November 2011 the study area to be considered as 10 km from the project site. The baseline environmental quality has been assessed during the month of October 2011 to December 2011. In order to know the cumulative impacts due to the proposed activity on the surrounding environment, it is very important to know the baseline environmental conditions that include the following features is shown in Table 3.1. October 2011 71 M/s. Perfect Laminate Baseline Environmental Status Table 3.1 Different features of Environment Characteristics Parameters Data Procured from Micrometeorological Studies Wind Speed, wind direction and temperature. PM10, PM2.5, SO2, NOX, HC, VOCs. Physical, Chemical and bacteriological parameters. Noise level in db Land use for different Land use classification Socio economic characteristic labor force, Characteristics population static, existing amenities in the study area and quality of life. Ecological environment including flora & fauna Indian Meteorological Department Ahmadabad. Ambient Air Quality Water Quality & Soil Quality in the study area Noise environment Land use land cover data Socio economic and demographic data Ecological environment data Primary Field Survey Primary Field Survey Primary Field Survey Satellite Imagery Census book of Gandhinagar 2001 Primary Field survey 3.2 THE STUDY AREA: For studying the present Environmental setting, the area falling within 5 km radius from the source is considered as the study area. The study area covers villages of Mansa Taluka and Gandhinagar district. The list of 6 villages and their location from the project site are given in table No.3.2 the map depicting boundaries of Mansa Taluka, Showing location of towns and villages along with infrastructure facilities as highways, roads and railway line is shown in drawing 3.1 & 3.3. October 2011 72 M/s. Perfect Laminate Baseline Environmental Status Drawing 3.1: Project site and nearest village Project Site October 2011 73 M/s. Perfect Laminate Baseline Environmental Status Drawing 3.2: Topography map showing Project site and nearest villages covered within study area of 5 km radius. October 2011 74 M/s. Perfect Laminate Baseline Environmental Status Drawing 3.3: Detail road map of M/s. Perfect Laminate Project Site October 2011 75 M/s. Perfect Laminate Table 3.2 Baseline Environmental Status Villages cover within Study Area of 5 km radius: S.No Name of village Distance from Project site Direction from the project site 1 2 3 4 5 6 Solaiya Amarapura Bapupura Itadara Charada Dhameda 1.0 km 3.8 km 2.8 km 3.9 km 4 km 2.6 km E NW E SSW NNE NE District Gandhinagar The detailed site survey was carried out to establish environmental setting with reference to the following. (i) (ii) (iii) (iv) (v) (vi) (vii) (viii) the present Air Environment Water Environment Soil Environment Noise Environment Topography & Land Use Pattern Geology & Hydrology Ecological Environment Socio-economic Environment 3.3 BASE LINE DATA COLLECTION SURVEY: 3.3.1 Air Environment 3.3.1.1 Ambient Air Quality (AAQ): The ambient air quality monitoring was carried out at 7 AAQM locations, with a frequency of twice a week continuously from October 2011 to December 2011 to assess the sub-regional air quality status in winter season. Collected sample tested by using analytical method prescribed by the CPCB were used for PM10, PM2.5, SO2, NOX, HC, VOCs were monitored. Locations were chosen based following factors. Populated area within the study region. Location of existing industries. Meteorology of the area and October 2011 76 M/s. Perfect Laminate Available Baseline Environmental Status infrastructure facilities like uninterrupted power supply, accessibility, safety etc. Table 3.3 Ambient Air Quality Monitoring Location S.No. Area 1 2 3 4 5 6 7 Project site Solaiya Amarapura Bapupura Itadara Charada Dhameda Direction w.r.t. centre of the industry E NW E SSW NNE NE Distance in KM 1.0 km 3.7 km 2.8 km 3.9 km 3.8 km 2.6 km 3.3.1.2 Sample Analysis Ambient Air Quality The ambient air quality monitoring was carried out at 7 locations, with a frequency of twice a week continuously from October 2011 to December 2011 to assess the sub-regional air quality status in winter season. Collected sample tested by using analytical method prescribed by the CPCB were used for PM10, PM2.5, SO2, NOX, HC and VOCs. Brief details method followed for each parameter is given below: Table 3.4 Method of Sampling for AAQ Parameters S. No. 1 Parameter Method Followed PM10 Gravimetric method 2 PM2.5 Gravimetric method 3 SO2 Improved West and Greek method 4 NOx Jacob and Hochheiser modified method 5 HC Flame ionization detector 6 VOC Gas Chromatography October 2011 77 M/s. Perfect Laminate Baseline Environmental Status The existing baseline levels with respect to PM10, PM2.5, SO2, NOX, HC and VOCs are presented in Tables 3.5. Table 3.5 Ambient Air Quality Status in the Study Area Pollutant (µg/m3) Observed Value Max. Min. Mean PM10 PM2.5 SO2 NOx Hydrocar bon Volatile organic compoun d (VOC) Limit As per NAAQ Project std. site (µg/m3) 80.3 55.8 100 68 SAMPLING LOCATIONS Solaiya Amarapura Bapupura Itadra Charada Dhameda 71.2 49 60.1 77 61 69 84 59.4 71.7 73.4 47 65.6 85.3 46 65.6 81.6 56.3 68.9 44.3 30.5 37.4 17.1 7.0 12.0 27.8 15.8 21.8 49 32.3 38.5 17.3 7.5 12.4 29 16.2 22.6 45.9 30.9 38.4 19.1 7.5 13.3 27.2 16.6 21.9 49.7 31.5 40.6 16.2 7.5 11.8 25 15.2 20.1 53 35.2 44.1 15 8 11.5 24.2 15.4 19.8 42.9 31 36.9 18.3 8.2 13.2 26.3 18.5 22.4 48.6 34.4 41.5 18.4 7.5 12.9 27.1 15.2 21.1 -- ND ND ND ND ND ND ND -- ND ND ND ND ND ND ND Max. Min. Mean Max. Min. Mean Max. Min. Mean 60 80 80 Note: ND: Not Detected *: down wind direction site The 98th percentile value of each parameter at different monitoring locations during the AAQ monitoring period are given in table no.3.6. October 2011 78 M/s. Perfect Laminate Baseline Environmental Status Table 3.6: 98th Percentile Value of ambient air (Study Period): S.No. Sampling Station/Location PM10 µg/m3 PM2.5 µg/m3 SO2 µg/m3 NOx µg/m3 1 Project site 66.6 36.6 11.7 21.3 2 Solaiya 58.8 39.7 12.1 22.1 3 Amarapura 67.6 37.6 13.0 21.4 4 Bapupura 70.2 39.7 11.5 19.6 5 Itadra 64.2 43.2 11.2 19.4 6 Charada 64.2 36.1 12.9 21.9 7 Dhameda 67.5 40.6 12.6 20.6 CPCB Standards for Industrial, Residential, Rural, Other area in µg/m3 100 60 80 80 CPCB Standards for Ecologically Sensitive area (notify by central Govt.), µg/m3 100 60 20 30 Conclusion:  The concentration of PM10 and PM2.5, at all monitoring location is in the range of 60.1 µg/m3 to 71.7 µg/m3 and 36.9 µg/m3 to 44.1 µg/m3 respectively, which is below the NAAQS standards.  The SO2 concentration at all the monitoring location is in the range of 11.5µg/m3 to 13.3 µg/m3 which is below the NAAQS standards.  The NOx at all the monitoring location is in the range of 20.1 µg/m3 to 22.6 µg/m3 which is below the NAAQS standards. Hydrocarbons:  The samplings of HC were carried out at all the locations and the concentration is not detected in all the sampling stations. VOC:  The samplings of VOC were carried out at all the locations and the concentration was observed not detected in all the sampling stations. 98th Percentile:  Overall 98 percentile values were found to be within the CPCB standards for industrial, residential, rural and other area. Conclusion : The observéd values for PM10, PM2.5, SO2, NOx are found to be within the NAAQ’s standards. October 2011 79 M/s. Perfect Laminate Baseline Environmental Status Table 3.7 National Ambient Air Quality (NAAQ) Standards: S.No Pollutant . Time weighted average (1) (3) 1. 2. 3. 4. (2) Sulphur Dioxide (SO2)µg/ m3 Nitrogen Dioxide (NO2) µg/m3 Particulat e Matter (size less than 10 µm) PM10 µg/m3 Particulat e Matter (size less than 2.5 µm) PM2.5 µg/m3 5. Ozone (O3) µg/m3 6. Lead (Pb) µg/m3 7. Carbon Monoxide (CO) µg/m3 8. Ammonia (NH3) µg/m3 October 2011 Annual * 24 Hours** Annual * 24 Hours** Concentration in ambient air Industria Ecological l, ly Residenti Sensitive Method of al, area Measurement Rural and (notify by Other central area Govt) (4) (5) (6) Improved West 50 20 and Gaeke Ultraviolet 80 80 Fluorescence Modified Jacob & 40 30 Hochheiser (NaArsenite) 80 80 Chemiluminescen ce Annual * 60 60 24 Hours** 100 100 Annual * 40 40 24 Hours** 60 60 8 Hours** 100 100 1 Hours** 180 180 Annual * 0.5 0.5 24 Hours** 1 1 8 Hours** 2 2 1 Hours** 4 4 Annual * 100 100 24 Hours** 400 400 Gravimetric TOEM Beta attenuation Gravimetric TOEM Beta attenuation UV photometric Chemilminescenc e Chemical Method AAS/ICP method after sampling on EPM 2000 or equivalent filter paper ED-XRF using Teflon filter Non Dispersive Infra Red (NDIR) Spectroscopy Chemilminescenc e Indophenol blue method 80 M/s. Perfect Laminate Baseline Environmental Status 05 Gas chromatography based continuous analyzer Adsorption and Desorption followed by GC analysis 01 Solvent Extraction followed by HPLC/GC analysis 9. Benzene (C6H6) µg/m3 10. Benzo(0) Pyrene – Particulat Annual * e Phase only, ng/m3 11. Arsenic (As) ng/m3 Annual * 06 06 12. Nickel (Ni) ng/m3 Annual * 20 20 Annual * 05 01 AAS/ICP method after sampling on EPM 2000 or equivalent filter paper AAS/ICP method after sampling on EPM 2000 or equivalent filter paper * Annual arithmetic mean of minimum 104 measurements in a year at a particulate site taken twice a week 24 hourly at uniform intervals. ** 24 hourly or 08 hourly or 01 hourly monitored valves, as applicable, shall be complied with 98% of the time in a year. 2% of the time, they may exceed the limits but not on two consecutive days of monitoring. NOTE: - Whenever and wherever monitoring results on two consecutive days of monitoring exceed the limits specified above for the respective category, it shall be considered adequate reason to institute regular or continuous monitoring and further investigation. October 2011 81 M/s. Perfect Laminate 3.3.1.3 Baseline Environmental Status Meteorology The meteorological conditions at the project site will regulate the transport and diffusion of air pollutants released into the atmosphere. Knowledge of meteorological characteristics is therefore, essential to assess the effect of pollution on the receptors. Moreover, meteorological characteristics of an area are very important in deciding the project installation assessing environmental management plan. The principle meteorological variables are horizontal convective transport (average wind speed and direction), vertical convective transport (atmospheric stability, mixing height) and topography of the area. The data on surface meteorological parameters (wind speed and direction) in the study area were collected from October 2010 to October 2011. October 2011 82 M/s. Perfect Laminate Baseline Environmental Status Table 3.8:- Meteorological Data for the period October – 2010 to October – 2011 for Ahmedabad station Place: Ahmedabad Observatory Period: October 2010 to March 2011 October 2011 83 M/s. Perfect Laminate October 2011 Baseline Environmental Status 84 M/s. Perfect Laminate October 2011 Baseline Environmental Status 85 M/s. Perfect Laminate October 2011 Baseline Environmental Status 86 M/s. Perfect Laminate October 2011 Baseline Environmental Status 87 M/s. Perfect Laminate Baseline Environmental Status WIND DIRECTION DATA FROM OCTOBER 2010 TO MARCH 2011 October 2011 88 M/s. Perfect Laminate October 2011 Baseline Environmental Status 89 M/s. Perfect Laminate October 2011 Baseline Environmental Status 90 M/s. Perfect Laminate October 2011 Baseline Environmental Status 91 M/s. Perfect Laminate October 2011 Baseline Environmental Status 92 M/s. Perfect Laminate Baseline Environmental Status Place: Ahmedabad Observatory Period: October 2010 to March 2011 October 2011 93 M/s. Perfect Laminate October 2011 Baseline Environmental Status 94 M/s. Perfect Laminate October 2011 Baseline Environmental Status 95 M/s. Perfect Laminate October 2011 Baseline Environmental Status 96 M/s. Perfect Laminate October 2011 Baseline Environmental Status 97 M/s. Perfect Laminate Baseline Environmental Status Place: Ahmedabad Observatory Period: October 2010 to March 2011 October 2011 98 M/s. Perfect Laminate October 2011 Baseline Environmental Status 99 M/s. Perfect Laminate October 2011 Baseline Environmental Status 100 M/s. Perfect Laminate October 2011 Baseline Environmental Status 101 M/s. Perfect Laminate Baseline Environmental Status Place: Ahmedabad Observatory Period: October 2010 to March 2011 October 2011 102 M/s. Perfect Laminate October 2011 Baseline Environmental Status 103 M/s. Perfect Laminate October 2011 Baseline Environmental Status 104 M/s. Perfect Laminate October 2011 Baseline Environmental Status 105 M/s. Perfect Laminate October 2011 Baseline Environmental Status 106 M/s. Perfect Laminate Baseline Environmental Status INDIAN METEOROLOGICAL DATA FROM APRIL 2011 TO OCTOBER 2011 STATION: - AHMEDABAD YEAR:- 2011 Temp. Daily Total DAT Maximum Minimum. Rainfal E Temperatur Temperatur l in e in Deg C e in Deg C mm MONTH:- APRIL 0830 HRS IST 1730 HRS IST wind wind DIR Speed in kmph DIR Relative Humidity in % 083 173 Speed 0 0 in HRS HRS kmph IST IST 01 36.4 22.4 000.0 NW 008 NW 006 073 029 02 37.0 23.0 000.0 NW 010 CALM 000 073 029 03 37.5 21.8 000.0 N 010 WSW 006 035 017 04 36.6 17.8 000.0 NNW 006 E 006 034 022 05 36.6 20.6 000.0 CALM 000 CALM 000 033 019 06 38.3 20.4 000.0 CALM 000 CALM 000 030 024 07 39.3 20.8 000.0 CALM 000 NW 008 033 017 08 40.4 22.3 000.0 CALM 000 CALM 000 063 022 09 39.4 23.4 000.0 CALM 000 NNW 004 060 019 10 39.4 25.4 000.0 006 WNW 008 039 019 11 40.0 23.6 000.0 WNW 006 NW 008 050 023 12 40.2 26.5 000.0 CALM 000 NNW 008 047 019 13 38.9 26.5 000.0 004 N 004 045 024 14 38.9 26.5 000.0 WNW 008 NW 010 058 019 15 40.0 26.6 000.0 WNW 010 CALM 000 059 021 16 40.4 27.0 000.0 CALM 000 WSW 010 061 031 17 40.6 26.1 000.0 NW 004 NW 012 065 028 18 39.0 26.0 000.0 N 006 NNW 012 045 019 19 39.0 20.5 000.0 CALM 000 NW 008 036 016 20 39.5 22.6 000.0 NW 006 N 004 035 014 21 40.1 25.1 000.0 NW 006 CALM 000 036 012 22 40.8 22.6 000.0 NW 004 NNW 008 023 011 October 2011 NW NW 107 M/s. Perfect Laminate Baseline Environmental Status 23 41.5 22.0 000.0 CALM 000 NW 010 022 008 24 42.3 23.3 000.0 CALM 000 WNW 008 023 012 25 42.2 25.6 000.0 NW 004 W 008 046 011 26 42.5 25.8 000.0 NW 010 NW 008 051 015 27 41.8 26.5 000.0 NW 012 WNW 012 052 013 28 41.9 27.3 000.0 NW 008 NW 008 040 020 29 41.5 27.4 000.0 NW 004 W 006 058 043 30 39.9 27.0 000.0 CALM 000 NW 006 064 030 October 2011 108 M/s. Perfect Laminate Baseline Environmental Status STATION: - AHMEDABAD YEAR:- 2011 Temp. Daily Total DAT Maximum Minimum. Rainfal E Temperatur Temperatur l in e in Deg C e in Deg C mm MONTH:- MAY 0830 HRS IST 1730 HRS IST wind wind DIR Speed in kmph DIR Relative Humidity in % 083 173 Speed 0 0 in HRS HRS kmph IST IST 01 39.6 27.5 000.0 NW 012 W 006 057 037 02 40.1 26.0 000.0 NW 008 WSW 018 067 016 03 40.6 25.0 000.0 W 008 W 010 071 023 04 39.7 26.0 000.0 WSW 012 W 006 073 028 05 39.1 26.0 000.0 014 WSW 008 075 036 06 40.2 25.2 000.0 WSW 006 WNW 006 064 016 07 39.9 27.3 000.0 006 WNW 004 069 031 08 39.6 27.4 000.0 WSW 004 WSW 012 066 020 09 41.8 26.5 000.0 W 010 W 008 059 017 10 42.0 26.1 000.0 W 006 SW 012 072 022 11 41.6 26.0 000.0 CALM 000 W 008 068 019 12 41.4 26.3 000.0 W 012 SW 014 071 024 13 41.2 26.5 000.0 SW 014 SW 006 070 022 14 41.4 26.5 000.0 W 006 SW 014 074 022 15 41.4 26.8 000.0 SW 014 W 008 068 025 16 41.9 27.8 000.0 W 010 WSW 010 070 030 17 41.4 28.4 000.0 W 010 NW 010 070 037 18 42.8 28.4 000.0 WNW 008 SW 012 070 025 19 42.3 27.7 000.0 WNW 012 SSW 018 064 035 20 43.4 27.8 000.0 SW 012 SSE 022 062 047 21 41.7 28.2 000.0 SW 014 S 018 065 055 22 39.6 28.8 000.0 SW 006 S 022 067 048 23 40.0 28.2 000.0 SW 006 SW 006 076 036 24 40.4 29.0 000.0 WSW 008 SW 014 072 035 October 2011 SW SW 109 M/s. Perfect Laminate Baseline Environmental Status 25 40.8 27.7 000.0 WSW 014 SW 008 070 027 26 41.4 28.8 000.0 WNW 004 SW 006 067 029 27 41.0 27.7 000.0 WNW 008 SW 006 065 028 28 41.0 27.8 000.0 016 WNW 012 070 020 29 41.6 27.0 000.0 WNW 012 NW 008 068 025 30 41.5 27.5 000.0 W 008 SW 012 069 033 31 42.0 28.0 000.0 W 006 SW 012 072 036 October 2011 NW 110 M/s. Perfect Laminate Baseline Environmental Status STATION: - AHMEDABAD YEAR:- 2011 Temp. Daily Total DAT Maximum Minimum. Rainfal E Temperatur Temperatur l in e in Deg C e in Deg C mm MONTH:- JUNE 0830 HRS IST 1730 HRS IST wind wind Relative Humidity in % 083 173 Speed 0 0 in HRS HRS kmph IST IST DIR Speed in kmph DIR SW 010 S 018 066 041 01 42.2 28.6 000.0 02 41.2 29.0 000.0 WSW 010 NW 008 066 035 03 40.2 29.7 000.0 008 S 022 065 041 04 41.4 24.3 014.6 CALM 000 W 008 058 035 05 40.7 29.7 000.0 CALM 000 CALM 000 057 026 06 43.3 29.3 000.0 CALM 000 WNW 006 070 033 07 42.5 30.8 000.0 S 008 S 006 068 039 08 42.7 28.5 000.0 SW 006 SSW 018 062 045 09 39.8 28.4 000.0 SSE 006 SW 006 068 039 10 39.0 28.3 000.0 S 004 SW 006 067 040 11 34.2 28.0 000.0 SW 006 W 004 065 039 12 40.3 27.9 000.0 S 006 S 018 072 049 13 39.0 26.8 000.0 SE 008 SSW 014 075 044 14 38.5 27.6 000.0 CALM 000 S 008 071 042 15 40.3 28.5 000.0 SSW 010 S 022 067 049 16 39.2 28.5 000.0 SSW 008 S 022 072 049 17 39.5 28.5 000.4 SW 010 S 014 069 048 18 39.3 28.8 000.0 SW 014 S 014 071 052 19 39.5 28.8 000.0 SW 010 SSW 010 072 042 20 39.1 28.8 000.0 SW 010 SW 012 074 041 21 39.0 28.5 000.0 SW 008 WSW 020 073 044 22 38.4 28.5 000.0 W 012 W 014 075 046 23 38.6 28.8 000.0 SW 010 SW 006 073 057 24 33.9 28.5 000.0 WSW 008 SW 012 074 052 October 2011 W 111 M/s. Perfect Laminate Baseline Environmental Status 25 35.7 28.6 000.0 WSW 012 SW 014 074 042 26 37.0 27.8 000.0 SW 014 SW 008 069 039 27 37.9 28.5 000.0 SW 010 W 012 069 043 28 37.3 28.3 000.0 SW 014 W 006 075 056 29 35.3 28.4 000.0 SW 012 SW 018 074 050 30 38.6 28.3 000.0 SW 014 SW 012 078 056 October 2011 112 M/s. Perfect Laminate Baseline Environmental Status STATION: - AHMEDABAD YEAR:- 2011 Temp. Daily Total DAT Maximum Minimum. Rainfal E Temperatur Temperatur l in e in Deg C e in Deg C mm MONTH:- JULY 0830 HRS IST 1730 HRS IST wind wind Relative Humidity in % 083 173 Speed 0 0 in HRS HRS kmph IST IST DIR Speed in kmph DIR S 010 S 020 081 058 01 38.0 27.8 000.0 02 39.4 27.8 000.0 SSW 012 SW 012 077 054 03 38.4 27.5 000.0 SW 008 SSW 018 077 067 04 38.2 27.0 000.0 SW 010 CALM 000 076 049 05 38.4 28.0 000.0 SW 008 SW 006 077 045 06 38.5 28.5 000.0 CALM 000 N 006 081 057 07 36.1 29.0 000.0 SW 004 S 014 080 065 08 38.3 24.1 038.4 N 004 W 006 095 081 09 32.3 23.5 030.1 CALM 000 CALM 000 100 095 10 27.3 24.0 004.6 SW 010 SW 004 098 095 11 27.8 24.3 104.9 SW 012 CALM 000 097 100 12 31.7 23.8 038.6 CALM 000 W 004 095 063 13 34.0 26.4 000.0 W 010 CALM 000 086 067 14 33.0 26.0 002.8 W 006 SW 006 090 068 15 33.2 26.8 000.0 SW 006 S 006 089 066 16 35.3 26.5 000.2 SSW 012 CALM 000 092 066 17 34.5 27.0 000.0 CALM 000 CALM 000 081 064 18 35.1 26.3 000.5 CALM 000 CALM 000 089 069 19 34.5 24.2 042.7 W 006 SW 010 092 083 20 31.2 26.3 000.0 SW 010 SW 012 087 063 21 33.6 26.8 000.0 SW 014 SW 006 088 070 22 33.5 26.5 000.0 SW 010 SW 010 089 064 23 33.3 26.6 000.0 SW 006 CALM 000 087 091 24 29.1 26.1 001.7 CALM 000 WNW 006 094 077 October 2011 113 M/s. Perfect Laminate Baseline Environmental Status 25 31.6 25.6 002.3 CALM 000 CALM 000 094 081 26 31.4 26.4 014.7 CALM 000 CALM 000 083 066 27 35.2 26.0 000.0 CALM 000 S 010 087 067 28 36.0 26.7 000.0 W 004 WSW 006 089 074 29 33.4 26.4 000.0 SW 006 CALM 000 087 069 30 34.0 27.0 000.4 W 006 CALM 000 091 075 31 33.5 26.2 019.0 SW 010 SW 006 089 069 October 2011 114 M/s. Perfect Laminate Baseline Environmental Status STATION: - AHMEDABAD YEAR:- 2011 Temp. Daily Total DAT Maximum Minimum. Rainfal E Temperatur Temperatur l in e in Deg C e in Deg C mm MONTH:- AUGUST 0830 HRS IST 1730 HRS IST wind wind Relative Humidity in % DIR Speed in kmph DIR Speed 0830 1730 in HRS HRS kmph IST IST SW 014 SW 008 092 075 01 34.6 25.6 000.0 02 33.3 26.0 000.0 SSW 008 CALM 000 091 070 03 32.5 26.0 002.5 004 SW 006 085 067 04 33.8 26.2 000.0 SSW 010 SW 008 088 073 05 33.0 26.4 000.0 W 008 SW 008 085 068 06 34.4 26.5 000.0 SW 010 SW 006 086 065 07 34.3 26.8 000.0 SW 008 W 010 086 067 08 33.5 26.5 000.0 WSW 010 CALM 000 083 095 09 30.2 25.4 012.6 SW 006 SW 008 098 097 10 27.4 23.4 033.9 SW 008 SW 010 098 100 11 28.2 24.0 052.5 SW 010 SW 014 098 096 12 27.4 23.4 014.9 SW 006 NW 014 098 100 13 26.0 23.8 088.5 SW 008 W 008 100 085 14 31.8 24.6 011.4 S 006 W 006 100 094 15 30.0 24.5 042.6 SW 010 SW 014 100 092 16 28.0 24.8 001.2 SW 012 W 006 097 084 17 31.8 25.2 000.6 SW 008 SW 006 090 073 18 33.0 26.4 000.0 SW 006 CALM 000 090 073 19 33.4 26.2 000.0 W 006 WNW 006 091 076 20 33.3 25.6 000.2 CALM 000 NNE 006 092 097 21 31.0 24.0 028.5 CALM 000 W 006 100 092 22 29.0 24.8 003.3 SW 006 CALM 000 095 080 23 32.0 26.0 000.0 W 010 WNW 008 089 079 24 33.5 26.2 000.0 W 006 W 006 092 083 25 31.5 26.0 000.2 W 004 NE 006 089 092 October 2011 W 115 M/s. Perfect Laminate Baseline Environmental Status 26 32.2 25.0 008.5 SW 008 W 006 090 079 27 31.9 25.3 004.5 W 006 CALM 000 092 082 28 32.3 25.4 002.2 W 006 SW 006 095 097 29 34.1 24.0 014.7 N 006 NW 008 097 098 30 29.0 25.0 014.2 SE 008 CALM 000 095 081 31 33.0 25.5 000.4 SSE 006 SSE 006 092 078 October 2011 116 M/s. Perfect Laminate Baseline Environmental Status STATION: - AHMEDABAD MONTH:SEPTEMBER YEAR:- 2011 Temp. Daily Total DAT Maximum Minimum. Rainfal E Temperatur Temperatur l in e in Deg C e in Deg C mm 0830 HRS IST 1730 HRS IST wind wind DIR Relative Humidity in % Speed Speed 0830 1730 in DIR in HRS HRS kmph kmph IST IST 01 32.8 26.5 000.0 SSW 006 CALM 000 094 089 02 32.4 23.5 000.8 006 SW 006 090 092 03 33.4 25.4 000.8 CALM 000 SW 006 092 080 04 34.4 25.3 017.0 SSW 006 S 008 094 098 05 34.2 25.2 010.3 SE 008 S 010 100 088 06 31.8 25.3 006.6 SE 010 S 014 100 094 07 28.2 25.0 004.7 S 014 S 014 094 097 08 27.2 24.9 008.8 SW 006 SW 014 095 077 09 32.1 25.1 000.0 SW 012 CALM 000 090 089 10 32.4 24.8 001.1 CALM 000 S 006 094 083 11 30.6 25.0 000.9 CALM 000 S 006 097 098 12 28.2 25.0 007.0 SW 006 SW 010 095 076 13 34.0 24.5 008.0 S 008 SE 008 095 084 14 32.4 25.2 001.4 CALM 000 E 004 095 089 15 31.2 25.2 000.0 CALM 000 SSW 006 095 073 16 33.6 25.4 000.0 SW 012 SSW 014 085 083 17 33.5 25.4 002.0 SW 010 SW 008 092 076 18 32.9 23.8 004.0 SW 004 W 006 083 081 19 32.3 24.8 000.2 SW 006 S 006 090 072 20 33.4 24.0 000.0 W 004 W 006 087 071 21 32.6 24.0 000.0 W 006 WNW 008 092 070 22 32.0 23.8 000.0 W 008 SW 006 090 069 23 33.2 25.0 000.0 W 006 W 004 093 064 24 32.6 23.6 000.0 W 004 SW 006 090 065 October 2011 E 117 M/s. Perfect Laminate Baseline Environmental Status 25 34.0 24.8 000.0 WNW 006 SW 010 089 066 26 32.8 23.8 001.0 WNW 010 SSW 006 089 068 27 33.0 23.4 000.0 NW 012 SW 004 084 067 28 33.0 23.4 000.0 NW 008 SW 006 086 065 29 33.4 23.8 000.0 NW 006 CALM 000 084 065 30 33.6 23.0 000.0 NW 012 CALM 000 086 076 October 2011 118 M/s. Perfect Laminate Baseline Environmental Status STATION: - AHMEDABAD MONTH:OCTOBER YEAR:- 2011 Temp. Daily Total DAT Maximum Minimum. Rainfal E Temperatur Temperatur l in e in Deg C e in Deg C mm 0830 HRS IST 1730 HRS IST wind wind Relative Humidity in % DIR Speed in kmph DIR Speed 0830 1730 in HRS HRS kmph IST IST NW 008 W 006 078 062 01 33.5 23.0 000.0 02 33.8 22.8 000.0 CALM 000 CALM 000 087 059 03 33.6 22.6 000.0 NW 006 WNW 006 084 059 04 33.4 23.5 000.0 NW 010 N 004 081 052 05 33.6 21.2 000.0 CALM 000 N 004 080 049 06 34.0 22.8 000.0 006 NW 004 068 047 07 35.1 23.2 000.0 NNW 006 CALM 000 073 057 08 35.0 23.5 000.0 010 CALM 000 077 055 09 35.9 24.1 000.0 WNW 008 NW 004 070 044 10 36.4 24.3 000.0 NW 004 CALM 000 070 041 11 36.6 23.0 000.0 E 004 ENE 006 064 036 12 36.4 22.8 000.0 NNE 004 N 006 062 043 13 36.5 23.5 000.0 CALM 000 E 004 064 035 14 37.4 25.3 000.0 CALM 000 N 006 074 042 15 36.6 24.0 000.0 006 CALM 000 067 034 16 37.4 23.5 000.0 NNW 004 CALM 000 067 044 17 37.4 24.8 000.0 CALM 000 CALM 000 079 043 18 36.8 23.3 000.0 N 004 NNE 008 066 031 19 37.4 19.4 000.0 E 004 CALM 000 040 044 20 37.0 19.3 000.0 CALM 000 CALM 000 059 031 21 35.8 19.8 000.0 CALM 000 CALM 000 056 040 22 36.6 19.6 000.0 CALM 000 NE 006 060 025 23 36.6 19.2 000.0 NNE 004 NE 004 053 037 24 37.4 18.8 000.0 004 CALM 000 066 040 October 2011 N NW N N 119 M/s. Perfect Laminate Baseline Environmental Status 25 36.8 19.8 000.0 CALM 000 CALM 000 057 041 26 35.6 19.5 000.0 ENE 006 E 006 048 037 27 35.6 20.4 000.0 NE 006 E 004 055 040 28 35.6 20.5 000.0 NE 010 N 006 049 037 29 35.2 18.7 000.0 N 004 E 004 051 032 30 34.8 18.9 000.0 ENE 006 CALM 000 052 047 31 33.1 19.2 000.0 CALM 000 CALM 000 062 050 October 2011 120 M/s. Perfect Laminate 3.3.1.4 Baseline Environmental Status Wind Rose The 24 hourly wind rose was prepared using the data on wind direction and speed collected for winter season in the study area shown in Drawing 3.4. Drawing 3.4 Wind rose diagram for the study period October 2011 121 M/s. Perfect Laminate Baseline Environmental Status 3.3.1.5 Temperature The mean maximum temperature of October was 38.4oC and minimum was 19.200C recorded. In November maximum temperature was 35.0oC and minimum was 16.70C recorded. In December maximum temperature was 30.4oC and minimum was 8.20C recorded. 3.3.1.6 Relative Humidity:  Maximum relative humidity was observed 92.0 and minimum relative humidity was observed 20.0 in the month of October.  Maximum relative humidity was observed 96.0 and minimum relative humidity was observed 25.0 in the month of November.  Maximum relative humidity was observed 93.0 and minimum relative humidity was observed 19.0 in the month of December. 3.3.2 WATER ENVIRONMENT: Water Environment is an intricate system of all the living elements. Physical, chemical and biological factors influencing water quality are so interrelated that, changes in any water quality parameter causes other changes in a complex network or interrelated variables. Hence, it becomes imperative to define the water environment for the surrounding area, particularly in context to parameters, which may indicate any specific pollutant naturally present before the project and those, which are likely to be altered in the post project scenario. October 2011 122 M/s. Perfect Laminate Baseline Environmental Status Water Bodies Water bodies in the study area/vicinity can be classified as follows: i. Ground Water ii. Surface Water i. Ground Water: The Ground Water is the source of supply at very few places among the area. The Ground water table in the study area is between 30 m. The bore-wells are the major source of supply of ground water. The units under concern and other major industrial units in the study area have their own bore-wells to cater to self-requirement. The details of ground water samples collected from study area are as follows: Table 3.9: Water Samples collected from the study area Sample No. 1 2 3 4 5 6 7 ii. Location Ground water Surface water Project site Amrapura Solaiya Charada Amarapura Bapupura Itadara Charada Dhameda Surface Water: There is Surface water Sources like Seasonal lakes, pond like Chandrasar Talav, Malav Talav, Malav Sarovar & Malan Talav in the study area but none of them is perennial source. Surface water samples were collected from village Amrapura & Charada village. October 2011 123 M/s. Perfect Laminate Baseline Environmental Status WATER QUALITY: To analyze the present quality of water from the study area, water samples were collected from different locations and analyzed for parameters as specified in IS- 10500 (The drinking water standards as per Bureau of Indian Standards). Standard Methods were used to analyze the water samples. The analysis report of the water samples collected from different locations within the study area is shown in Table 3.10. The drinking water standards specified by Bureau of Indian Standards (BIS) are presented in Table 3.11. Table 3.10: Analysis report For Ground water samples: 1.0 Unobj Agre 0.3 6.9 Amarapur a 1.0 Unobj Agre 1.0 7.1 IS: 10500-1991Norms Desirable Permissible 5 25 Unobj-ble Unobj-ble Agreeable Agreeable 5 10 6.5-8.5 6.5-8.5 475 432 463 300 600 98 55 0.04 0.08 <0.01 359 350 35 10.3 0.25 <0.001 <0.001 <0.01 <0.01 <0.05 <0.05 <0.05 0.7 0.03 0.09 88 51 0.03 0.06 <0.01 321 338 31 9.87 0.25 <0.001 <0.001 <0.01 <0.01 <0.05 <0.05 <0.05 0.85 0.02 0.08 81 63 0.03 0.07 <0.01 355 320 32 11.4 0.75 <0.001 <0.001 <0.01 <0.01 <0.05 <0.05 <0.05 0.75 0.02 0.05 75 30 0.05 0.3 0.01 250 200 200 45 1.0 0.001 0.001 0.01 0.01 0.05 0.05 0.05 5 0.05 0.3 200 100 1.5 1 0.01 1000 600 400 100 1.5 0.001 0.001 0.01 0.01 0.05 0.05 0.05 15 1 Absent Absent Absent Absent Absent Absent Absent Absent Absent Absent No. Parameter Units 1 2 3 4 5 Hazen NTU mg/l 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Colour Odour Taste Turbidity pH Total Hardness as CaCO3 Calcium as Ca Magnesium as Mg Copper as Cu Iron as Fe Manganese as Mn Chlorides as Cl Total Alkalinity Sulphates as SO4 Nitrate as NO3 Fluoride as F Phenols as C6H5OH Mercury as Hg Cadmium as Cd Selenium as Se Arsenic as As Cyanide as CN Lead as Pb Zinc as Zn Chromium as Cr+6 Mineral Oil Residual Free chlorine Project site 1.0 Unobj Agre 0.5 7.05 28 Total coliforms 29 E-coli 30 Total Dissolved Solids mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l MPN/100 ml MPN/100 ml mg/l 6 October 2011 1165.45 Solaiya 1074 1115 500 2000 124 M/s. Perfect Laminate Baseline Environmental Status No. Parameter Units Bapupura Itadara Charada Dhameda 1 2 3 4 5 Hazen NTU - 1.0 Unobj Agre 0.9 7.15 1.0 Unobj Agre 0.8 6.99 1.0 Unobj Agre 1.1 7.3 1.0 Unobj Agre 1.3 7.2 mg/l 413 420 393 460 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Colour Odour Taste Turbidity pH Total Hardness as CaCO3 Calcium as Ca Magnesium as Mg Copper as Cu Iron as Fe Manganese as Mn Chlorides as Cl Total alkalinity Sulphates as SO4 Nitrate as NO3 Fluoride as F Phenols as C6H5OH Mercury as Hg Cadmium as Cd Selenium as Se Arsenic as As Cyanide as CN Lead as Pb Zinc as Zn Chromium as Cr+6 Mineral Oil Residual Free chlorine 76 54 0.02 0.07 <0.01 344 296 30 9.5 1.0 <0.001 <0.001 <0.01 <0.01 <0.05 <0.05 <0.05 0.83 0.02 0.05 74 57 0.03 0.06 <0.01 345 296 30 11.3 0.5 <0.001 <0.001 <0.01 <0.01 <0.05 <0.05 <0.05 0.68 0.01 0.09 78 78 0.02 0.08 <0.01 338 294 32 10.9 0.75 <0.001 <0.001 <0.01 <0.01 <0.05 <0.05 <0.05 0.7 0.03 0.08 84 84 0.02 0.06 <0.01 350 313 38 11.45 0.5 0.001 0.001 <0.01 <0.01 <0.05 <0.05 <0.05 0.9 0.01 0.06 28 Total coliforms - - - - 29 E-coli - - - - 30 Total Dissolved Solids mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l MPN/1 00ml MPN/1 00ml mg/l 1060.8 1063 1050 1105 6 The parameters for the ground water analysis are expressed in mg/l except pH and found to be within the permissible limits. Some of the compounds have the minimum value as mentioned below. NOTE: All the parameters are in mg/l except pH BDL= Below Detectable Limit Detection limit for Phenolic Compound (as C6H5OH) = 0.001 Detection limit for Iron (as Fe) = 0.08 Detection limit for Chromium (as Cr) = 0.03 Detection limit for Copper (as Fe) = 0.04 Detection limit for Sulphide (as H2S) = 0.1 October 2011 125 M/s. Perfect Laminate Baseline Environmental Status Table 3.11: Analysis report For Surface water samples: No. Characteristics Amarapura Charada Units 1.0 Unobj. Agr. 7.5 1.0 Unobj. Agr. 7.8 5 15 2 1385 Absent Absent 6 21 3 1424 Absent Absent 0.4 Absent Absent 310 430 79.5 38.4 0.5 68.1 44.6 N.D. (D.L.=0.04) 0.5 Absent Absent 371 510 95.2 24.8 0.75 72.4 64.2 N.D. (D.L.=0.04) Hazen ---mhos/cm mg/l mg O2/l mg O2/l mg/l mg/l mg/ l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l mg/l IS: 2296 limits 300 --6.5-9.0 -4 3 1500 0.1 ---0.05 0.005 -600 400 50 1.5 --- mg/l 1.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Colour Odour Taste pH Conductivity DO COD BOD(3 days at 270C ) TDS Oil & Grease Mineral Oil Free Carbon Dioxide Free Ammonia Cyanide Phenol as C6H5OH Total Hardness as CaCo3 Chlorides as Cl Sulphate as SO4 Nitrate as NO3 Fluoride as F Calcium as Ca Magnesium as Mg Copper as Cu 24 25 Iron as Fe Manganese as Mn 0.4 N.D. (D.L.=0.02) 0.3 N.D. (D.L.=0.02) mg/l 50 mg/l -- 26 27 Zinc as Zn Boron as B 15 Barium as Ba Silver as Ag Arsenic as As 9.4 N.D. (D.L.=0.05) 0.4 N.D. N.D. (D.L.=0.005) mg/l mg/l 28 29 30 6.8 N.D. (D.L.=0.05) 0.5 N.D. N.D. (D.L.=0.005) mg/l mg/l mg/l --- N.D. (D.L.=0.0005) N.D. (D.L.=0.005) N.D. (D.L.=0.005) N.D. (D.L.=0.03) N.D. (D.L.=0.0005) N.D. (D.L.=0.005) N.D. (D.L.=0.005) N.D. (D.L.=0.03) mg/l N.D. (D.L.=0.001) N.D. (D.L.=0.1) N.D. (D.L.=0.001) N.D. (D.L.=0.1) mg/l N.D. (D.L.=0.0001) N.D. N.D. N.D. (D.L.=0.0001) N.D. N.D. < 2.0 < 2.0 31 Mercury as Hg 32 Lead as Pb 33 Cadmium as Cd 34 Chromium (VI) as Cr 35 Selenium as Se 36 Anionic Detergents 37 PAH 38 39 40 41 42 Pesticides Insecticides Percent sodium (%) Sodium Absorption Ratio Total Coliform October 2011 -- 0.2 mg/l mg/l mg/l -0.1 0.01 0.05 0.05 mg/l/ 1 g/lit -- g/l mg/l -meq/l MPN/100 -Absent --5000 126 M/s. Perfect Laminate Baseline Environmental Status Table 3.12 DRINKING WATER STANDARDS (IS: 10500) No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Parameters Units Colour Hazen Odour -Taste -Turbidity NTU pH value -Total Hardness (as mg/l CaCO3) Iron (as Fe) mg/ l Chlorides (as Cl) mg/ l Residual, free mg/ l chlorine Dissolved solids mg/l Calcium (as Ca) mg/l Magnesium as Mg mg/l Copper (as Cu) mg/l Manganese (as Mn) mg/l Sulfate (as SO4) mg/l Nitrate (as NO3) mg/l Fluoride (as F) mg/l Phenolic Compounds mg/l (as C 6 H5OH) Mercury (as Hg) mg/l Cadmium (as Cd) mg/l Selenium (as Se) mg/l Arsenic (as As) mg/l Cyanide (as CN) mg/l Lead (as Pb) mg/l Zinc (as Zn) mg/l Anionic detergents mg/l (as MBAS) Chromium (as mg/l Cr6+)mg/L Polynuclear Aromatic Hydro g/lit carbons (as PAH) Mineral Oil mg/l Pesticides mg/l mg/l Alkalinity mg/l Aluminium (as Al) mg/l Boron mg/l Coliforms MPN/100ml IS: 105001991Norms Desirable Permissible 5 25 Unobj. Unobj. Agr. Agr. 5 10 6.5 to 8.5 NR 300 600 0.3 250 1.0 1000 0.2 -- 500 75 30 0.05 0.10 200 45 1.0 2000 200 100 1.5 0.3 400 100 1.5 0.001 0.002 0.001 0.01 0.01 0.05 0.05 0.05 5 NR NR NR NR NR NR 15 0.2 1.0 0.05 NR -- -- 0.01 Absent 200 0.03 1 - 0.03 0.001 600 0.2 5 10 NOTE: All the parameters are in mg/l except Turbidity, Color, pH October 2011 127 M/s. Perfect Laminate Baseline Environmental Status 3.3.3 SOIL ENVIRONMENT Soils may be defined as a thin layer of earth crust that serves as a natural medium for the growth of the plants. It is the unconsolidated minerals factors. Soil serves as a reservoir of nutrients of plants and crops. It also provides mechanical anchorage and favorable filth. 3.3.3.1 Soil Characteristics Samples of soils were collected from different appropriate locations during the study period and these locations are shown in Fig. 3.2. The values of important physical and chemical parameters of theses soil samples are given in Table 3.13. From the tabulated values, the following conclusions can be made about the physical and chemical characteristics of these soil samples. Table 3.13 Soil Analysis in the Study Area No Parameters 1 EC 2 pH Nitrogen as 3 N Phosphorus 4 as PO4 Potassium 5 as K Organic 6 Carbon Calcium as 7 Ca Magnesium 8 as Mg Sodium as 9 Na Sulphate as 12 SO4 13 Bulk Density Project Solaiya Amarapura Bapupura Itadara Charada Dhameda Units site 7.6 159 7.4 126 7.2 182 7.3 178 7.4 105 7.1 7.4 146 135 162 149 134 118 157 184 139 45 79 82 61 49 71 42 3.5 2.4 1.8 2.5 3.2 1.4 2.6 0.06 0.11 0.09 0.08 0.08 0.096 0.096 0.038 0.048 0.029 0.038 0.019 0.068 0.029 14.5 10.2 13.4 12.5 15.2 9.4 12.8 17.2 12.8 10.7 16.5 8.4 12.5 7.3 2.90 3.54 1.84 2.45 1.84 3.1 1.8 (uS/cm) -(mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/100 gm) (mg/100 gm) (mg/100 gm) (mg/100 gm) (gm/cc) NOTE:1. All Parameters are expressed in mg/gm except pH 2. BDL: Below Detectable Limit 3. Detection Limit for Copper (as Cu) = 0.04 mg/kg 4. Detection Limit for Nickel (as Ni) = 0.01 mg/kg October 2011 128 M/s. Perfect Laminate Baseline Environmental Status Observation: As per the soil analysis data range for parameter like pH, total hardness, calcium, Magnesium and Chloride is 7.1-7.6, 0.16-0.28, 0.06-0.11, 0.0190.048 and 1.84-3.55 respectively. All the metal content is not detectable during sampling. 3.3.4 NOISE ENVIRONMENT: The Study area comprises of rural area followed by industrial zone. The sources of noise pollution are mechanical equipment of the industries in addition to heavy vehicular traffic in the industrial estate and on the highway. The Ambient Noise Levels in the study area are on higher side compared to residential zone. The site study was undertaken for assessing the noise levels in decibels at 7 locations in the study area. The Noise levels of the study area are compared with the noise level standards. Table 3.14 Noise Level national Standards Limits in dB Sr. No. Category of Area 1. Industrial Area Day Time 6.00 AM to 10.00 PM 75 Night Time 10.00 PM to 6.00 AM 70 2. Commercial Area 65 55 3. Residential Area Silence Zone i.e. Hospital, Educational Institutes etc. 55 45 50 40 4. The analysis results of noise level within the study area are shown below Table 3.15. October 2011 129 M/s. Perfect Laminate Baseline Environmental Status Table 3.15 Ambient Noise Level in the Study Area Hourly Noise data (Day and Night timings in Leq dB(A)) Site code-> N-1 Day Hours 47.5 06:00 - 07:00 52.4 07:00 - 08:00 49.4 08:00 - 09:00 53.9 09:00 - 10:00 67.5 10:00 - 11:00 59.2 11:00 - 12:00 77.5 12:00 - 13:00 68.9 13:00 - 14:00 81.5 14:00 - 15:00 74.5 15:00 - 16:00 56.8 16:00 - 17:00 86.3 17:00 - 18:00 71.8 18:00 - 19:00 65.2 19:00 - 20:00 57.1 20:00 - 21:00 49.4 21:00 - 22:00 Minimum 47.5 Maximum 86.3 LDay 63.68 75 Day Limits 5-10-11 5Sampling date Night Hours 39.7 22:00 - 23:00 43.8 23:00 - 24:00 68.4 24:00 - 01:00 51.9 01:00 - 02:00 59.4 02:00 - 03:00 71.5 03:00 - 04:00 56.8 04:00 - 05:00 75.2 05:00 - 06:00 Minimum 39.7 Maximum 69.5 LNight 58.83 70 Limits 1.05 LD/N Sampling date 5-10-11 Project Area type site N-1 N-2 N-3 N-4 N-2 N-3 N-4 N-5 N-6 N-7 53.9 51.7 57.1 52.4 53.6 71.5 76.3 52.2 52.6 57.1 61.7 43.6 42.5 71.5 65.2 47.5 64.5 58.2 64.7 64.8 45.3 54.6 43.1 42.1 58.3 52.1 67.5 58.4 46.4 55.2 65.1 49.7 59.1 49.6 69.5 47.2 68.2 68.7 55.9 46.8 58.1 52.1 84.6 58.2 70.4 54.7 41.7 80.7 56.9 42.5 55.4 55.7 69.7 82.5 52.4 56.9 46.4 52.4 87.4 68.1 47.5 72.5 40.9 47.2 51.2 55.2 51.8 57.4 81.1 50.1 71.6 65.1 42.1 78.3 78.2 41.7 68.1 56.4 64.8 52.6 64.3 68.1 41.3 48.1 69.2 48.2 55.9 41.9 59.6 52.5 41.3 41.9 48.5 52.1 54.8 49.2 41.3 41.9 40.9 41.7 41.3 42.1 84.6 78.3 81.1 76.3 87.4 82.5 57.19 57.80 59.95 53.08 58.54 57.37 55 55 55 55 55 55 5-10-11 5-10-11 5-10-11 5-10-11 5-10-11 5-10-11 49.5 56.3 53.9 48.4 36.8 46.8 58.1 49.7 48.5 38.9 51.2 36.5 43.6 42.1 46.5 47.2 44.6 56.4 62.1 49.3 58.3 40.2 32.9 40.6 40.5 39.8 41.8 44.5 38.6 42.5 35.2 43.8 45.1 51.2 46.8 49.1 42.8 59.6 47.6 48.5 38.4 37.5 54.2 47.2 51.8 54.5 42.5 49.1 35.2 39.8 41.8 38.9 32.9 36.5 62.1 59.6 58.3 54.5 51.2 56.4 52.47 50.78 52.49 49.53 49.17 49.80 45 45 45 45 45 45 1.39 1.37 1.29 1.03 1.30 1.26 5-10-11 Near village 5-10-11 Near village 5-10-11 Near village 5-10-11 Near village 5-10-11 Near village 5-10-11 Near village Project site Solaiya Amarapura Bapupura N-5 N-6 N-7 Itadara Charada Dhameda Note: Day time: 6.00 a.m. to 10.00 p.m., Night time: 10.00 a.m. to 6.00 a.m. October 2011 130 M/s. Perfect Laminate Baseline Environmental Status Observation: The analysis report as per above table shows that the noise level in the study area is in permissible limit. 3.3.5 TOPOGRAPHY & LAND USE PATTERN: 3.3.5.1 TOPOGRAPHY The soil of Gandhinagar district is alluvia plain with elevations ranging from 40 to 50 m MSL. The area is under laid by post Miocene alluvium comprising sand, gravel, silt and clay. The alluvium is about 400 m thick under laid by tertiary formation. The alluvium mainly consists of paleo deltaic, fluvial and Aeolian sediments, comprising alternate bands of fine to coarse grained sand, gravel and yellowish brownish sticky clay. There is no wild life century and forest. There is fertile Agriculture land. October 2011 131 M/s. Perfect Laminate Baseline Environmental Status The map showing soil types of Gujarat is as under: Project Site In Gandhinagar district, the average rainfall of last ten years is 810 mm. Sabarmati Main river, which originates from Aravlli Ranges of Rajasthan and meeting to sea in the bay of Cambay. River Sabarmati is one of the major West flowing river of Gujarat is passing through the study area. In the study area water table is around 30 m or more. The source of water in the study area is mainly tap water supplied by government. The others source of waters are tube well, hand pump, well water and canal. October 2011 132 M/s. Perfect Laminate Baseline Environmental Status 3.3.5.2 Land use pattern Land Cover inventories from an essential Component in land resource evaluation and environmental studies land use in general, shows the human beings activities on land, whereas the word land cover indicates the vegetation, agricultural and artificial manmade structures covering the land surfaces. To determine the baseline land use pattern at and around the project site, the required data have been obtained from Census Handbook of District Gandhinagar (2001) Part XII – A & B, Series 25. To determine land uses land cover pattern in the study area based on satellite image the remote Sensing method is used because of having capacity to provide synoptic and repetitive data at different scale It provides unique opportunity to study the assessment of distribution and condition of land use and land cover. October 2011 133 M/s. Perfect Laminate Baseline Environmental Status Drawing no. 3.5 Topography map within the study area October 2011 134 M/s. Perfect Laminate Baseline Environmental Status A. Land use as per Census Record In order to evaluate existing land use patterns, an area covered with in 5 km. radius with proposed project site of M/s. Perfect Laminate In census records, major land use classifications are Forests, Cultivable Area, Cultural Wasteland and Area not available for cultivation. Cultivable land is further classified as: irrigated and un-irrigated. Area not available for cultivation includes lands put to non-agriculture use as well as barren and uncultivable lands. The main land use in urban areas is for dwelling, infrastructures and related activities. These are primarily based on 2001 Census (Gandhinagar District) are presented in Table 3.16. October 2011 135 M/s. Perfect Laminate Baseline Environmental Status Table 3.16 Land Use Pattern Sr. No . Name of Village Total Area of the Village Irrigated by source Cultivable Waste Area not available for cultivatio n -- 35.6 11.9 6.4 40.0 16.5 89.7 87.3 116.7 -- 11.4 0.7 10.0 127.5 1.8 -- 53.1 18.9 -- 34.8 10.6 -- 35.8 0.2 -- 19.6 7.2 -- 2.5 1.2 -- 8.1 1.6 Unirrigated Taluka: Mansa , District : Gandhinagar 1. Solaiya 544.9 2. Itadra 999.3 3. Kharna 980.1 4. Amarpura 211.9 5. Samou 1441.6 6. Padusma 609.9 7. Charada 1766.6 8. Dhameda 508.9 9. Bapupura 404.1 10. Fatehpura 189.3 11. Gulabpura 152.7 TWE(497.4) T(497.4) TWE(936.3) T(936.3) TWE(686.4) T(686.4) TW(199.8) T(199.8) TWE (1298.4) T (1298.4) TWE (537.9) T (537.9) TW(45.0) TWE(1476.3) TK(200.0) T(1721.3) TWE(472.9) T(472.9) TW(7.6) TWE(369.6) T(377.3) TWE(185.7) T(185.7) WE(100.0) TW(43.0) T(143.0) NOTE: The area’s are in Hector Sr. No. Type Of Land Area , Ha % Distribution 7056.1 91 1 Irrigated by source 2 Un irrigated 106.1 1 3 Cultivable Waste 455.7 5 4 Area not available for cultivation 187.3 3 5 Forest 4.0 0.05 7809.2 100 Total October 2011 136 M/s. Perfect Laminate Baseline Environmental Status Drawing 3.6 Land use pattern of the study area October 2011 137 M/s. Perfect Laminate Baseline Environmental Status B. Land use as per Satellite Imagery The land-use & land cover map of the 10 km radial study area from the project site has been prepared using IRS P6 LISS III satellite image with reference to NRSC Image. Land use pattern of the study area as well as the catchment area was carried out by standard methods of analysis of remotely sensed data and followed by ground truth collection and interpretation of satellite data. The outcome of land use study has been presented below in subsequent table and figures. The Land use map of the 10 Km study area is presented in Drawing 3.8. Fig. 1: Flow chart showing the general methodology adopted in the study area October 2011 138 M/s. Perfect Laminate Baseline Environmental Status Land use & land cover Classification results A total of nine land use/land cover classes have been demarcated in the study area following Level III classification (Table 3.17). A thematic map suitable for 1:50,000 scale map generation incorporating these classified categories has been prepared and considering that the area of the project is considerably small a large scale map is prepared (Drawing. 3.8). The area as a whole represents a plain drained by a number of east flowing canal which debouche into the (Narmada canal) canal that flows from east to west in the northern margin middle of the project site. Large crop land covered for 55.61% of the total area and water body area 0.92% of the total area and 14.5 % land with & without scrub has developed mainly in the area adjacent to the study area. The exposed part of side bars and channel bars and dried up channel beds constitute this category of land cover (Drawing 3.7, Table 3.17). The agricultural land constitutes the dominant category of land use covering as much as 77.42 % of the total area (Table 3.16). Active channels of the Narmada canal covers about 0.92 % of the total study area. The consistently shifting nature of the eastern part to western part bank migration has resulted in large uncultivated & rural settlement along the active plain area towards the site location. The project site is located within the current fallow land area significant distribution. The land use for settlement is mostly confined to the ‘rural settlement’ (built up-rural) 9.94%, Industrial area 2.33% & marshy land of feature 0.3 % of the total area and scattered along the road networks. October 2011 139 M/s. Perfect Laminate Baseline Environmental Status Table no. 3.17 LAND USE CLASSIFICATION Land use Area (sq km) Percent (%) Settlement 15.9 9.94 Industrial zone 3.72 2.33 Crop Land 88.97 55.61 Plantation 13.2 8.25 Current fellow land 21.69 13.56 Land with scrub 11.47 7.17 Land without scrub 3.12 1.95 1.47 0.92 Marshy 0.48 0.3 Total 160 100 Build-up-land Agriculture Land Waste Land Water Body Stream/River/Tank/Reservoir Others October 2011 140 M/s. Perfect Laminate Baseline Environmental Status Drawing no.3.7 Chart showing Land use/ Land cover within study area of 10 km. radius area as per satellite imagery October 2011 141 M/s. Perfect Laminate Baseline Environmental Status Drawing No. 3.8 Land Use Map Within Study Area Of 10 Km. Radius Area as Per Satellite Imagery October 2011 142 M/s. Perfect Laminate Baseline Environmental Status 3.3.6 GEOLOGY & HYDROLOGY: (1) Introduction:Rapid urban, growth and its continuous expansion around Mansa Town, Dist. Gandhinagar has created problems related to water supply, Sewerage/ effluent disposal leading to ground water depletion and pollution. The present report in corporate hydro geology and ground water scenario based on the scientific information with special reference to Recharge Activity around Mansa town to envisage appropriate remedial measures keeping environmental impact of Mansa development in view. (2) Geology:The area forms part of North Gujarat Alluvial Plain with elevations ranging from 40 to 50 m MSL. The area is under laid by post Miocene alluvium comprising sand, gravel, silt and clay. The alluvium is about 400 m thick under lain by tertiary formation. The alluvium mainly consists of palaeo deltaic, fluvial and Aeolian sediments, comprising alternate bands of fine to course grained sand, gravel and yellowish brownish sticky clay. (3) Land / Soil Characteristic :The sub soil condition below the existing ground level is almost uniform in nature. Sub soil is composed of Clay mixed with little fine grained silty sand, moram and Kankar with low resistivity due to clay and soil moisture. The area is covered with recent to sub recent alluvial deposits comprising of brownish clay mixed with little fine grained sand, silty sand. The Soil below groind level consist of top silty low plastic soil layer having no swelling nature. Blockish brown to yellowish brown clayey silt or sand silt layer extends to the depth of 2 to 3 mts. (4) Rain Fall:The average annual rainfall (1980 to 1990) is 1691 mm. (10 years) average rain fall of (1991 to 2000) 10 years is 810 mm and average rain October 2011 143 M/s. Perfect Laminate fall of last 10 years is Baseline Environmental Status 806 mm contributed mainly by Southwestern monsoon active from June to Mid September. Long term average of rainfall for 30 years is 1102 mm. (5) Climate :The climate of the area is semi arid and is characterized by a hot summers. May is the hottest month with mean daily maximum temperature of 14.3 0C. The area has semi arid climate with drought frequency of 34%. (6) Geohydrology :The litho logical logs of exploratory bore holes, electrical logging results by govt. agencies in and around Mansa taluka have been studied to understand the subsurface geology and the aquifer system. These bore holes have penetrated the thick sequence of post Miocene sediments down to 300 + m depth. The hydro geological cross sections have been prepared by CGWB to study the subsurface geology and aquifer system in the area. It is reveals that the existence of multilayered aquifer system, within a depth of 300 + m bgl. In general three distance confined aquifer with thickness very from 12 to 30 m can be identified. The aquifer lie between, 45 to 90 m 100 to 180 m 180 to 260 m bgl, Separated by clays. (7) Ground Water Condition:In the area under investigation, ground water occurs both under phreatic and confined condition in aranaceous horizons. The occurrence and movement of ground water is mainly controlled by primary porosity of intergranular pore spaces. Ground water is being developed extensively by means of Tube well from deep confined aquifers for water supply both in domestic, industrial and agricultural sector. October 2011 144 M/s. Perfect Laminate Baseline Environmental Status (8) Depth of Ground Water Table:Shallow aquifer (Phreatic) development (up to 30m depth) in the area is limited due to rapid urbanization inferior quality and low yields. Based on the data available, it is observed that depth of open wells ranges from 10 to 30 mts. bgl where as depth of shallow bores/HP in general ranges from 20 to 50 m bgl. Depth of water level ithese wells ranges from 10 to 50 mts. yield of wells is moderate. 3.3.7 ECOLOGICAL ENVIRONMENT 3.3.7.1 ABSTRACT The present work enumerates on true environment impact assessments of Mansa taluka & Gandhinagar District. However some plants & animals species can grow in different area. Here the diversity of plants & animals is due to availability of different types of habitats. 3.3.7.2 AREA & TIME PERIOD FOR STUDY The baseline study for the floral & faunal biodiversity of the terrestrial environment within 5 km. from the project site, located near Mansa taluka was conducted during November 2011. Table: 3.18 List of Villages covered during baseline study S.No. Name of Village 1 2 3 4 5 6 7 Project site Solaiya Amarapura Bapupura Itadara Charada Dhameda October 2011 Distance from project District site -1.0 km 3.8 km 2.8 km Gandhinagar 3.9 km 4 km 2.6 km 145 M/s. Perfect Laminate Baseline Environmental Status 3.3.7.3 METHODOLOGY The integrated assessment Framework also seems to address the need to optimize the benefits of using the best Scientific Techniques given the constraints of Financial, data, time and skill likely to be faced. It provides practical advice on choosing the appropriate methodology and conducting an integrated assessment study. And finally it stresses the need for a multidisciplinary team as well as the importance of the collecting and using ecological and ecosystem services data so as to enhance understanding of its functioning. TABLE – 3.19 List of Plants, Birds and Mammals sighted within study area Plants Birds Mammals Tree Shrubs Herbs Terrestrial Aquatic Direct Count Indirect evidence 10 meter radius circular plot 10 meter radius circular plot 1 meter x 1 meter square plot Point centered quadrate in 10 meter radius Total count & Folk count Line transect and Round transect Surveys in the villages with the help of pictorial representation 3.3.7.4 TOPOGRAPHY DIVERSITY OF THE STUDY AREA Topography of the region was characterized by agricultural fields & also industries. Fallow land and barren lands were less observed near project site. Several species of Trees were observed at project site. There was no any Eco Fragile Zone or Natural Forest Observed near project site in study area. 3.3.7.5 FLORAL DIVERSITY OF THE STUDY AREA A detailed floral diversity based on the field survey conducted in the study area was carried in November– 2011. That time we get general pattern of vegetation of this region during the study period. The general observation of the site visit is that all species encountered are quite common found everywhere. No endangered and rare species were observed October 2011 146 M/s. Perfect Laminate Baseline Environmental Status In this site, on the road side barren land of this area was occupied by Baval, Limbdo, Bakan Limdo, Thor. (i) TREES Trees encountered during the present survey are given in the following table: 3.20 TABLE - 3.20 DOMINANT TREES SPPECIES IN THE STUDY AREA Sr. No. Family 1 2 3 Annonaceae Bignoniaceae Caesalpinioideae 4 Meliaceae 5 FabaceaeMimosaceae 6 Moraceae 7 Fabeacae 8 Euphorbiaceae Scientific name Polyathia longifolia Tecomella undulate (Sm.) Parkinsonia aculeate L Azadirachta indica A. juss Melia azedarah L. Acacia Arabica,W Acacia leucophloea (Roxb) Prosopis juliflora Dc Leucaena leucoephala (Lam.) De Prosopis cineraria (L) Druce Ficus benghalensis L Ficus religiosa L Butea monosperma (Lam.) Derris indica (Lam.) Ricicus communis,L. Local name Asopalav Rohida Rombaval Limbado Bakain Baval Haribaval Gandobaval Goradio babul khijado Vad Pipdo Kesudo Karanj Erandi SHRUBS Shrubs encountered during the present survey are given in the Table – 3.21 TABLE – 3.21 DOMINANT SHRUBS IN THE STUDY AREA Sr. No. Family 1 Apocynaceae 2 Asclepiadaceae 3 4 Balanitaceae Euphorbiaceae 5 Malvaceae 6 7 Fabaceae Solanaceae. October 2011 Scientific name Thevetia peruviane Merr Nerium indicum Mill Calotropis gigantean (L) R.Br Calotropis procera (Ait) R.Br Balanites aegyptiaca L. Euphorbia nivulia Buch – Ham Gossypium herbaceum L Hibiscus rosa-sinensis Prosopis juliflora (Sw.) DC Datura mete L Local name Pilikaren Lal Karen Ankado Ankado Agori Kalli Kapas Jasud Gando baval Dhaturo 147 M/s. Perfect Laminate Baseline Environmental Status (ii) HERBS The herbaceous cover observed in this region is given in the table – 3.22. In this list of herbs, many other herbaceous species are not included which had been dried out and which were without flowers during the monitoring time November – 2011. TABLE – 3.22 Sr. No. 1 2 3 Family Acanthaceae Amaranthaceae Liliaceae 4 Lamiaceae 5 Poaceae Solanaceae 6 1. Fabaceae 7 Cruciferae 8 Pedaliaceae 9 1. Asteraceae (iii) HERBACEOUS SPECIES OBSERVED IN THE AREA Scientific name Hygrophila auriculata (Schum.) Amarantus paniculatus Aloe barbadensis mill Ocimum sanctum L O. Canam Sims Triticum aestivum L. Sorghum bicolor (L) Zea mays Pennisetum typhoides Solanum indicum L. Cyamopsis psoralioides,D.C. Solanum tuberosum, L. Nicotiana tabacum, L. Brassica oleracea Var. capitata, L. Brassica oleracea Var. botrytis, L. Sesamum indicum, L. Tagetes patula, L. Tagetes erecta, L. Local name Kantaro Akaro Rajagro Ghrutakumari Tulasi Rantulsi Gahow Jowar Makkai Bajri Ringna. Gowar Batata Desi Tamaku Cobi Fulawar Tal GulgotoOrange Gulgoto- Pila CLIMBERS AND TWINERS The climbers and twiners observed along the agricultural hedges and roadside hedges of the area is given in the table – 3.23 TABLE – 3.23 DOMINANT CLIMBERS IN THE STUDY AREA Sr. No. Family & Scientific name Scientific name Local name 1 Cuscutaceae Cuscuta reflexa Roxb Makani 2 Menispermaceae Cocculus hirsutus (L.) Diels Vegai October 2011 148 M/s. Perfect Laminate (iv) Baseline Environmental Status CULTIVATED PLANTS IN THE STUDY AREA Almost all the villages in the study area were actively engaged in agriculture practice. For irrigation in the non monsoon season the villagers were depending on the village ponds which are filled as temporary storage tank, through canal net work. The agricultural crops, practiced in this area were wheat, Arando, Rice, Bajra and Jowar; generally cultivated immediately after monsoon. But during winter wheat is cultivated as major crop in this part of Gandhinagar District. The other minor crops practiced at few isolated pockets were Arando, Tobacoo, Cabage, Culiflower, Kapas and Rajagro We are also including here seasonal crops of surrounding area. Almost all the villages in the study area were actively engaged in agriculture practices. In all season include Arando, Kapas, Potato, Tobacoo, Wheat, Bajara, Jower, Makai, Tal, Gavar, Cabage, and Culiflower. Kapas October 2011 149 M/s. Perfect Laminate Baseline Environmental Status Cabbage Tobacco October 2011 150 M/s. Perfect Laminate Baseline Environmental Status 3.3.7.6 FAUNAL BIODIVEERSITY OF THE STUDY AREA For the documentation of the faunal biodiversity of the study area with respect to birds, reptiles, amphibians and butterfly spp. a baseline survey had been conducted. All together 7 villages were covered for the present biological baseline study with in 5 km radius of the project site. This report is based on short duration study. The following lists are obviously incomplete. It does not include many other species which might occur in this part of district. This data is based on the survey conducted during November, 2011. TABLE – 3.24 SYSTEMATIC LISTS OF BIRDS IN THE STUDY AREA S.No. Family Scientific Name Local Name 1 Apodidae Apus apus Kalo Ababil 2 Accipitridae Elanus caeruleus Kapasi Accipiter nisus Badshah Shakro 3 Anhingidae Anhinga melanogaster Sarpgri 4 Ardeidae Bubulcus ibis Dhor Baglo Ardeola grayii Kani Bagli 5 Ciconiidae Mycteria leucocephala Painyed Strok 6 Phalacrocoracidae Phalacrocorax fuscicollis Indian shag Phalacrocorax niger Little cormorant 7 Threskiornithidae Pseudibis papillosa Kali Kankansar 8 Columbidae Columba livia Kabuter Streptopelia decaocto Kanthlavaro Holo / Holo Streptopelia orientalis Rufous turtle Dove 9 Halcyonidae Halcyon smyrnensis Safed Chhati Kalkaliyo 10 Meropidae Merops leschenaulti Pithakanth pathrango Merops persicus Patrango Amaurornis phoenicurus Safed 11 Rallidae Chhati Santakukadi 12 October 2011 Corvidae Corvus splendens Kagad 151 M/s. Perfect Laminate Baseline Environmental Status TABLE – 3.25 BUTTERFLIES FROM THE STUDY AREA S.No. Family 1 Papilionidae 2 Pieridae 3 Nymphalidae Scientific name Papilio polgtes Linnaeus Pachliopta aristolochiae Eurema hecabe Linnaeus Catopsilia Pomona Fabricius Melanitis leda Linnaeus Junonia hierta Fabricius Mycalesis perseus Local name Common Mormon Common Rose Common Grass yellow Common Emigrant Common evening Brown Yellow Orange tip Common bush brown TABLE – 3.26 REPTILES IN THE STUDY AREA S.No. 1 2 3 4 Scientific name Calotes versicolor (Daudin) Hemidactylus flaviviridis Varanus benglaensis * Ptyas mucosus(Linn.) Local name Common garden lizard House Gecko Common Indian monitor Common rat snake *Not sighted but included as per the information provided by villages. TABLE – 3.27 MAMMALS FROM THE STUDY AREA S.No. Scientific Name 1 Funambulus palmarum (Linnaeus) Common Name Three striped Plam Squirrel 2 Herpestes edwardsi (Geoffory) Common Mongoose 3 Rattus rattus (Linnaeus) Common House rat 3.3.7.7 STATUS OF THE FOREST, THEIR CATEGORY IN THE STUDY AREA No natural forest was observed in the study area. October 2011 152 M/s. Perfect Laminate Baseline Environmental Status Black Ibis 3.3.8 Demographic and Socio-Economic Environment The demographic and socio – economic details of the study area are discussed below. Data on number of households, population as well as literacy and employment pattern in the study area have been presented in Table – 3.28 The employment pattern in the area is an indicator of number of person employed in various sectors. It also indicates the various categories of employment flourishing in the area. Moreover, data on amenities (educational, medical, communication, etc. facilities) available within the zone of influences has been provided in the Table – 3.29. October 2011 153 M/s. Perfect Laminate Baseline Environmental Status Table No. 3.28 Summary of Socio-Economic Status Demographic Structure 1. Population survey: SNo Village Area of No. of Population Village Households Male Female Total 1 Solaiya 544.9 826 2188 2068 2 Itadra 999.3 1480 3936 3 Kharna 980.1 606 4 Amarpura 211.9 5 Samou 6 Literates Illiterates 4256 2949 1307 3681 7617 5159 2458 1397 1428 2825 1836 989 249 676 615 1291 906 385 1441.6 1266 3343 3212 6555 3978 2577 Padusma 609.9 668 1559 1536 3095 2243 852 7 Charada 1766.6 2053 5152 4838 9990 6323 3667 8 Dhameda 508.9 610 1629 1515 3144 1551 1593 9 Bapupura 404.1 503 1262 1184 2446 2074 372 10 Fatehpura 189.3 235 619 630 1249 769 480 152.7 262 623 600 1223 901 322 11 Gulabpura iii. Distribution of Workers and Non Workers 1928 Marginal Workers 420 NonWorkers 1908 7617 2756 1070 3791 Kharna 2825 1110 169 1546 4 Amarpura 1291 869 - 422 5 Samou 6555 3006 355 3194 6 Padusma 3095 1506 220 1369 7 Charada 9990 4039 371 5580 8 Dhameda 3144 1375 196 1573 9 Bapupura 2446 1253 58 1135 10 Fatehpura 1249 671 50 528 1223 554 1 668 S.No. Village Population Main Workers 1 Solaiya 4256 2 Itadra 3 11 Gulabpura October 2011 154 M/s. Perfect Laminate Baseline Environmental Status S.No. 1 Details of workers Main workers Total Numbers 19067 % Distribution 43 2 Marginal workers 2910 7 3 Non workers 21714 50 43691 100 Total October 2011 155 M/s. Perfect Laminate Baseline Environmental Status Drawing no. 3.9 Chart showing worker details in the 5 km. study area October 2011 156 M/s. Perfect Laminate (3) Baseline Environmental Status Distribution of workers in subcategories Main Workers Marginal Workers SNo Village Cultivat ors Agricultu ral Labours House -hold Indust ry Othe rs Culti va tors Agricultural Labour s House -hold Indus try Othe rs 1 Solaiya 734 138 11 1045 146 43 8 223 2 3 Itadra Kharna Amarpur a Samou Padusma Charada Dhameda Bapupur a Fatehpur a Gulabpur a 766 240 525 205 32 22 1433 643 45 7 733 122 6 2 286 38 361 78 -- 430 -- -- -- -- 887 433 926 243 968 392 1018 640 10 21 100 2 1141 660 1995 490 58 5 93 1 208 6 223 139 --8 1 89 209 47 55 480 123 13 637 15 12 3 28 121 280 -- 270 23 14 -- 13 129 140 1 284 -- -- 1 -- 4 5 6 7 8 9 10 11 Main workers Cultivator s Agricultura l Labors 5320 4507 October 2011 Marginal workers Household Industry 212 Other s Cultivator s Agricultura l Labors Household Industry Other s 9028 393 1500 29 988 157 M/s. Perfect Laminate Baseline Environmental Status Drawing No.3.10 Chart showing details of main workers October 2011 158 M/s. Perfect Laminate Baseline Environmental Status Drawing No. 3.11 Chart showing details of marginal workers October 2011 159 M/s. Perfect Laminate Baseline Environmental Status Table No 3.29 Basic Amenities detail for study villages covered in 5 km radius SNo Village Drinkin g Water Solaiya T TW Itadra T TW 3 Kharna T TW 4 Amarpu ra T TW 1 2 5 Samou October 2011 T TW Powe Education r al Supp Facilities ly EA P(5) S C(10+) EA P(3) S PUC C(5-10) EA P S C (<5) EA P C(<5) EA P(5) S C(10+) Medical Facilities PHS RMP(2) CHW H(5-10) MCW(510) PHC(510) H D MCW PHC PHS FWC RMP(3) CHW(3) DH PHS FWC RMP (4) CHW H(<5) MCW(<5) PHC(<5) RMP CHW H(<5) MCW(<5) PHC(<5) H D MH PHS FWC RMP(2) CHW(2) MCW(510) PHC(510) Approac h to Village Comm unicat ion Trans portat ion PR MR FP PO PH(75) BS RS(510) PR MR FP PO PH(73) BS RS(510) PR MR FP PO PH(82) BS RS(<5 ) PR MR FP PO PH(61) BS RS(<5 ) PR MR FP PO PH(86) BS RS(510) 160 M/s. Perfect Laminate 6 7 Padusm a Baseline Environmental Status T TW T TW Charada EA P S C(5-10) EA P(3) S PUC C(5-10) 8 Dhamed a T TW EA P C(<5) 9 Bapupur a T TW EA P S C(<5) 10 Fatehpu ra T TW EA P C(<5) 11 Gulabpu ra T TW EA P C(<5) October 2011 PHS FWC RMP(2) CHW H(5-10) MCW(<5) PHC(<5) MCW MH CWC PHC PHS FWC RMP(2) CHW(5) H(5-10) PHS FWC CHW(2) H(<5) MCW(<5) PHC(<5) PHS FWC RMP CHW(2) H(<5) MCW(<5) PHC(<5) RMP CHW H(<5) MCW(5-10) PHC(5-10) CHW H(<5) MCW(<5) PHC(<5) PR MR FP PO PH(10) BS RS(510) PR MR FP PO TO PTO PH(15 0) BS RS(510) PR MR FP PH(10) PO(<5) BS RS(510) PR MR FP PO PH(61) BS RS(510) PR MR FP PO PH(15) BS RS(510) PR MR FP PO PH(15) BS RS(510) 161 M/s. Perfect Laminate Baseline Environmental Status Abbreviations Drinking Water: T -Tap Water TK -Tank Water TW -Tube Well Water HP -Hand Pump R -River Water O -others W -well water C -Canal L -Lake Educational: P -Primary School C -College M -Middle school H -High School PUC -Senior secondary school S - Higher secondary school Medical: H -Allopathic Hospital PHC -Primary Health Center PHS -Primary Health Sub-Center CHW -Community Health Worker MCW -Maternity & Child Welfare FWC -Family welfare center D -Dispensary H -Hospital HD -Homeopathtic Dispensary TB -T.B.Clinic Post, Telegraph and Telephone: PO -Post Office PH -Telephone Connection Transportation: BS October 2011 -Bus 162 M/s. Perfect Laminate RS Baseline Environmental Status -Railway Station Approach to Village: PR -Paved Road MR -Mud Road FP -Foot Path Power Supply: EA October 2011 -Electricity for all purposes 163 CHAPTER 4: PREDICTION AND ASSESSMENT OF IMPACT M/s. Perfect Laminate 164 M/s. Perfect Laminate Prediction And Assessment Of Impact 4.1 PREAMBLE The environmental consequences, which may get affected by activities undertaken by the industry, are identified in this section. Those aspects of the environment, which are likely to be damaged or disturbed due to implementation and continuation and up-gradation of the project, are represented as parameters. As the first step towards prediction and assessment, the various activities during the constructional and operational phase, which are likely to cause an impact on these parameters, have been listed. The next step would be to evaluate quantitatively and qualitatively the impact imposed on the various aspects of the environment. For evaluation of impacts due to proposed manufacturing activities of the unit, the baseline data of environment parameters related to ongoing/proposed industrial activity have been superimposed on the present baseline environmental status. The changes in the environmental parameters and their impact, whether short term or long term, are predicted and are discussed in detail. 4.2 IMPACT IDENTIFICATION The main objective of this section is prediction to involve determination of the nature and probable impacts due to proposed project. Here it is determined; the likely environment impacts are, Short term or long term Beneficial or adverse Permanent or temporary Site specific or Project specific Reversible or Irreversible Caused or Induced. October 2011 165 M/s. Perfect Laminate Prediction And Assessment Of Impact For the purpose of Impact identification, the entire project has been divided in to two phases: 1. Pre-operational Phase (construction and erection/ commissioning) 2. Operational Phase 4.2.1 Construction Phase and commissioning phase: This phase will involve the activities starting with the corner stone laying and ending with mechanical and electrical erection of equipments/ machineries and commissioning of plant. The board activities during this period will be as follows: 1. Cleaning of site 2. Leveling and internal road lying 3. Foundation work and civil structure work 4. Erection of mechanical equipments 5. Synchronization of various equipments/ processes and final commissioning of plant. Construction phase of the project will be for a shorter duration as compared to operational phase and even during construction phase, activities likely to affect environment will be carried out for a period of few months only. Construction work mainly involves generation of dust, noise pollution and demand for water. Though Aesthetics and Socio-economic factors are also identified, the impacts related to the same will be marginal only. Mostly, local man power will be used during this phase. Similarly, there will be no displacement and rehabilitation of people due to this project. October 2011 166 M/s. Perfect Laminate Prediction And Assessment Of Impact 4.2.2 Operational Phase: Because of the potential to create long-term impacts, this phase is very important from the environmental impact point of view. The basic impacts like gaseous emissions, movement of automobiles, water consumption and solid waste will have potential to adversely affect air, water, back ground noise and land. The phase will broadly include following direct and indirect activities/ action. Entire chain of activities related to production cycle. Storage and transportation of fuels, raw materials and finished products. Generation and supply of electricity Gaseous emission Effluent Generations Noise generation Solid waste generation General equipment failure Industrial development of secondary unit in the area Green Belt development 4.3 PREDICTION AND ASSESSMENT OF IMPACT 4.3.1 Construction and Commissioning Phase 4.3.1.1 Air Environment The construction of manufacturing plant involves site preparation as well as construction works including mechanical & electrical works having many potentials of air pollution starting from dusting to exhaust from utilities/machineries & construction vehicles. Hence issue of impact assessment for construction phase of a project is considered to be most important task of EIA study for such project. Hence, the assessment of impacts for construction phase impacts on air has been October 2011 167 M/s. Perfect Laminate Prediction And Assessment Of Impact started with site preparation work. As the land is almost flat and do not require major site preparation work. So issue of impacts due to site preparation work would not be major for consideration. However, minor & local impacts due to airborne dust arising from the site preparation and allied construction work is anticipated. This impact must be considered for necessary mitigations and measures like water sprinkling and adequate & properly managed stock-piling shall be implemented for minimization of dusting and the impacts thereof. Further, the impacts on air would arise due to operation of construction machineries & equipment as well as heavy vehicles involves in the construction works. The construction of the proposed project will requires dozers, excavator, concrete mixture, Boiler and many other small equipment/machineries. Further it has been noticed that proponent has planned to use ready mix concrete wherever & whenever possible to reduce the use of concrete mixture as well as to avoid fugitive dust from preparation of concrete. These together can have minor & local impacts on air quality due to exhaust. Hence, it has been suggested that these machineries/equipment shall be maintain in good condition to reduce the pollutant levels in exhaust. It is also suggested that the unwanted idling & unusual acceleration of these machineries/equipments shall be avoided to reduce the impacts on air due to the exhaust. Besides, the construction works will requires numbers of heavy transport vehicles which may have impacts on the air quality due to acceleration as well as high exhausts due to transportation activity of heavy load materials. Hence, it is suggested to cite compulsory requirement of maintenance and PUC for maintaining low exhaust from vehicles. Non complying vehicles shall not be allowed in transportation work for construction of proposed project. Another source of impacts on air during construction shall be the fugitive emissions from the storage area. To avoid such fugitive emission from cement storage area, proponent has planned to provide enclosed storage area which will also be used for storage of all other construction materials. October 2011 168 M/s. Perfect Laminate Prediction And Assessment Of Impact The construction activities mainly civil & mechanical works may have potential of fugitive dust & gaseous pollutants. The fugitive dust will be suppressed by sprinkling of water of construction ground as well as barricading the construction site with suitable fabric curtain as well as use of ready mix concrete for construction. Besides, the mechanical works especially welding work will be done with utmost care with efficient practices & skilled welders to avoid excessive gaseous emission from such work. However, it has been noticed that the impacts of these activities will not be significant and will have potential of impacts on local air only. Further mitigations are not possible considering the size of operations and the residual impacts would be negligible. Thus looking to the probability of impacts on air quality as well as planned & suggested mitigation measures, it can be stated that the impacts on air quality during the construction phase would be negligible and restricted to the project site. Further the impacts would be temporary for the phase and the conditions will be restored with the end of the construction works. Hence, no major mitigation except described above are required. However, it is suggested to adopt additional suitable mitigation measures cited during the construction activities to reduce / eliminate the impacts of construction work on air quality. 4.3.1.2 Water Environment Bore well water will be utilized for the construction phase. The water consumption during the construction phase is very less and consumption will be for short period. Hence there will not be any major impact on availability of natural resources during this stage. Wastewater generation will be only from the domestic activities, which will be disposed in to soak pit through septic tank. Thus, construction and commissioning activities are not likely to have any adverse impact on quality and availability of water in the surrounding region. October 2011 169 M/s. Perfect Laminate 4.3.1.3 Prediction And Assessment Of Impact Land Environment Construction activities will bring a significant change to the topsoil of the project area due to excavation, stacking of construction material etc. The project will not be any significant topographical change. Some construction activities will disturb the soil profile but that will be temporary and having insignificant impact. Original form of the topsoil will be largely restore and even enhanced due to activities like beautification of premises, development of garden etc. 4.3.1.4 Noise Environment As a result of various activities like civil construction, erection, movement of vehicles and installation of machinery etc. slight increase in noise level in anticipated for short period. However, all majority construction and commissioning activities will take place during daytime only and consequently noise level is expected to go up during daytime only. Moreover, all machineries to be used for construction purpose will be of highest standard of reputed make and compliance of noise pollution control norms by these equipments will be emphasized. 4.3.1.5 Socio- Economic Pattern The construction and commissioning phase of the proposed project is likely to have certain positive and negative impacts on socio-economic environment. Setting of the project at the said site does not require displacement of any population. Local people involved during construction and commissioning work will have benefit of temporary employment and local contractors may also benefit, as supply of construction material like bricks, sand, and aggregates etc. will be from local market. October 2011 170 M/s. Perfect Laminate Prediction And Assessment Of Impact However, there will be pressure of additional traffic on state highway no. 218 due to movement of vehicles for construction materials and equipments, but will be minor impact for a short duration. 4.3.1.6 Ecology The area where the proposed project is to come up dose not has any forest, National Park, Sanctuaries etc. and hence there is no impact on the same. Project size is almost barren land with few shrub and trees. Thus, no major tree cutting exercise will be there. Science the construction and commissioning activity will be anticipated because of this phase of the project. 4.3.1.7 Health and Safety No health and safety problem of surrounding population is anticipated due to construction and commissioning activities of the proposed project. No health problems of labor force are anticipated as there will be no labor force staying at site. All safety measures will be incorporated during the construction and commissioning phase to ensure full safety of work-force and workers will be made aware of the safety requirements and asked to strictly follow the safety norms. 4.3.2 Operation Phase 4.3.2.1 Water Environment Water is essential for human, agriculture, industry and commercial use. The industrial activity can have direct impact on the end users. Impact on water environment due to the proposed project will be in terms of water use, wastewater generation and its disposal. October 2011 171 M/s. Perfect Laminate Prediction And Assessment Of Impact i) Impact of raw water usage: The main source of water supply for the industrial operations is; the own bore wells. The ground water is easily available in the surrounding area as we have seen in the Chap- 3 Baseline Environmental Status of the study area. There is minor negative impact on availability of natural water resources in the study area (Ground and Surface Water). ii) Impact due to disposal of treated effluent The effluent will be treated into the ETP and final treated effluent will be evaporated in Evaporation Pan. The plant will operate as zero discharge. It can be concluded that there will be insignificant adverse impact on the surrounding environment as it will be a “Zero Discharge Unit”. iii) Impact due to disposal of sewage: The domestic Effluent will be discharge through the soak pit. The unit will be any minor impact on ground water and surface water environment. 4.3.2.2 Air Environment Air quality impact assessment is an important study; Mathematical modeling is an established and accepted technique to predict the air quality. In this study, impact on environment due to the proposed plant has been assessed with the help of Mathematical modeling following the Central Pollution Control Boards Guidelines. The mathematical model used for conducting the study is the latest version of Industrial Source Complex. Model developed by the Environment Protection Agency of United States October 2011 172 M/s. Perfect Laminate Prediction And Assessment Of Impact (ISC-3, 1996), which is entirely in line with the requirements of Central Pollution Control Board, New Delhi. 1. EMISSION AND STACK DETAILS Emission rates and stack details are as shown in Table no. 4.1. TABLE NO.4.1 BASIS OF EMISSION RATE CALCULATIONS* Stack attached to Boiler (IBR) Capacity 1.5 MT/hr Type of Fuel Fire Wood/ White Coal/ Imported Coal / Lignite Fuel Consumption 1 MT/day Dia(m) 0.6 Height (m) 30 Exit Velocity (m/sec) 5.8 Exit Temp. ( C) 110 Emission Rates (gm/s.)* Note: SPM** 0.191 SO2(#) 0.334 NOX(**) 0.120 (*) Actual stack emissions will be well below the permissible stack emissions limits, as the unit will utilize Natural Gas as Fuel. To consider worst case scenario the emission rates are considered on maximum Stack Emission Limit. (**) Based on maximum expected concentration of SPM-150 mg/Nm3 October 2011 173 M/s. Perfect Laminate (#) Prediction And Assessment Of Impact Based on maximum expected concentration of SO2-100 PPM (**) Based on maximum expected concentration of NOx-50 PPM 2. MATHEMATICAL MODEL FOR POLLUTANTS DISPERSION In the present case ISC-3 (Industrial Source Complex) model has been used to assess the air impacts. This ISC model for stack uses the steady state Gausian plume equation for a continuous elevated source. The features of this model are: Simulates dispersion from single/multi/area/line/volume sources. Allows calculations to be made at a user specified regular rectangular grids. Provides estimates of concentrations for any averaging time period for the entire period of input meteorology. Allows calculations to be underwriters for source group as selected by the uses. Uses the Briggs dispersion curves as selected by the user, to derive the plume spread parameters. Adjust dispersion curves to account for user specified information on aerodynamic roughness. Adjust for wind speed variation with height, using user specified default urban/rural power. Co-efficient. October 2011 174 M/s. Perfect Laminate Prediction And Assessment Of Impact Simulates dispersion from buoyant non buoyant Point sources, non buoyant area, non buoyant volume sources and non buoyant line sources. User Brigg’s plume rise algorithm to calculate plume height. For a steady-state Gaussian plume, the hourly concentration at downwind distance x (meters) and crosswind distance y (meters) is given by: QKVD X (x,y,z) = ---------2 pu y exp [-0.5 (y/2 y) 2 ] ...........Equation 1.1 z The ISC model uses either a Polar or a Cartesian receptor network. In this case Polar receptor network has been used. (i) VERTICAL TERM The Vertical of the Guassian plume. It includes the effects of source elevation, receptor elevation, plume rise, limited mixing in the vertical, and the gravitational settling and dry deposition of particulates. In addition to the plume height, receptor height and mixing height, the computation of the Vertical Term requires the vertical dispersion parameter ( z). The Vertical Term without Dry Deposition In general, the effects on ambient concentrations of gravitational settling and dry deposition can be neglected for gaseous pollutants and small particulates (less than about 0.1 microns in diameter). The Vertical Term without deposition effects is then given by: October 2011 175 M/s. Perfect Laminate Prediction And Assessment Of Impact V = exp[ -0.5((zr - he) / i=1 { exp[-0.5(H1 / exp[ -0.5(H3 / z z z )2 ] + exp [-0.5((zr + he) / )2 ] + exp[ -0.5(H2 / )2 ] + exp [-0.5(H4 / z z z )2 ] + )2 ] + )2 ] }.............Equation 1-2 where: he = hs + h hs = stack height (mt) h = Plume rise (mt) zr = receptor height above ground (flagpole) (mt) zi = mixing height (mt) H1 = zr - (2izi - he ) H2 = zr + (2izi - he ) H3 = zr - (2izi + he ) H4 = zr + (2izi + he ) The infinite series term in Equation 1-1 accounts for the effects of the restriction on vertical plume growth at the top of the mixing layer. The method of image sources is used to account for multiple reflections of the plume from the ground surface and at the top of the mixed layer. It should be noted that, if the effective stack height he, exceeds the mixing height, zi, the plume is assumed to fully penetrate the elevated inversion and the ground-level concentration is set equal to zero. Equation 1-2 assumes that the mixing height in rural and urban areas is known for all stability categories. The meteorological preprocessor program uses mixing heights derived from twice-daily mixing heights calculated using the Holzworth procedures. October 2011 The ISC models currently assume unlimited 176 M/s. Perfect Laminate Prediction And Assessment Of Impact vertical mixing under stable conditions, and therefore delete the infinite series term in Equation 1-2 for the E and F stability categories. The Vertical Term defined by Equation 1-2 changes the form of the vertical concentration distribution from Guassian to rectangular (i.e., a uniform concentration within the surface mixing layer) at long downwind distances. Consequently, in order to reduce computational time without a loss of accuracy, Equation 1-2 is changed to the form: V= 2 z / zi ...................................................Equation 1- 3 at downwind distances where the z/zi ratio is greater than or equal to 1.6. The meteorological preprocessor program, RAMMET, used by the ISC Short Term model uses an interpolation scheme to assign hourly rural and urban mixing heights on the basis of the early morning and afternoon mixing heights calculated using the Holzworth procedures. The interpolation procedures are functions of the stability category for the hour before sunrise. Because of the uncertainties about the applicability of Holzworth mixing heights during periods of E and F stability, the ISC models ignore the interpolated mixing heights for E and F stability, and treat such cases as having unlimited vertical mixing. (ii) THE DECAY TERN (D) The Decay Term in Equation 1-1 is a simple method of accounting for pollutant removal by physical or chemical processes. It is of the form: D = exp(- x/us) for > 0...................................Equation 1-4 = 0.693/T1/2...............................................................................................Equation 1-5 October 2011 177 M/s. Perfect Laminate The default value of calculations unless Prediction And Assessment Of Impact is zero. That is, decay is not considered in the model is specified. However, a decay half life of 4 hours ( = 0.0000481 sec-1) is automatically assigned for SO2 when modeled in the urban mode. (iii) WIND SPEED AT STACK HEIGHT The wind power law is used to adjust the observed wind speed, uref , from a reference measurement height, zref , to the stack or release height, hs. The stack height wind speed, us, is used in the Gaussian plume equation (Equation 1-1), and in the plume rise formulas. The power law equation is of the form: us = uref (hs/zref)p ..................................................Equation 1-6 Stability Rural Exponent Urban Exponent A 0.07 0.15 B 0.07 0.15 C 0.1 0.20 D 0.15 0.25 E 0.35 0.30 F 0.55 0.30 Category (iv) EFFECTIVE STACK HEIGHT The effective stack, height, he to be used in Gaussian equation is given. He = Hs + Hpr October 2011 178 M/s. Perfect Laminate Prediction And Assessment Of Impact Where, Hpr. = Plume rise due to thermal and momentum factors. He = Effective stack height (m) Hs = Physical stack height (m) In the present case plums rise has been calculated by Brigg’s formula (1975). The details of this equation are given below. (iv-i) Plume Rise under Unstable and Neutral Conditions Plume Rise Under Unstable And Neutral Conditions (a) Buoyancy dominated Hpr = 1.6 F 1/3 (X) 2/3 / U Where X ................................Equation 1-7 3.5 X* and X* = 14 F 5/8 if F< 55 m4/sec3 = 34 F 2/3 if F 55 m4/sec3 ....................................Equation 1-8 In present computations X is taken equal to 3.5 X*. For this value of X maximum plume rise under unstable and neutral conditions is governed by the following simplified equations: 21.425 F 0.75 ; F < 55 m4/sec3 Hpr (max) = U 38.71 F = 0.60 ;F 55 m4/sec3 ........Equation 1-9 U October 2011 179 M/s. Perfect Laminate Prediction And Assessment Of Impact Here F = gVs (Ds/2)2 [(Ts - Ta)/Ts] ................................Equation 1-10 (b) Momentum Dominated Plume Rise Under Unstable And Neutral Conditions: Hpr (max) = 3 Ds (Vs/U); Vs/U > 4 ........................Equation 1-11 Determination of dominance of buoyancy or momentum under unstable and neutral conditions First T and ( T)c are calculated by following equations : T = Ts - Ta 0.0297 Ts Vs 1/3 ; F < 55 m 4/S3 ( T)c = DS ...........Equation 1-12 2/3 0.05757 Ts Vs 1/3 = ;F DS 55 m4/s3 ...............Equation 1-13 2/3 If Ts > Ta and T > ( c assumed plume rise is buoyancy dominated and if Ts < Ta or T < ( T)c plume rise is assumed momentum dominated. Plume rise under stable weather conditions (a) Buoyancy dominated plume rise Hpr = 2.6 (F/US) October 2011 1/3 ........................................Equation 1-14 180 M/s. Perfect Laminate Prediction And Assessment Of Impact Here S = stability parameter g S= Ta Z Here ...........................Equation 1-15 = temperature gradient Z = 0.02 for stability E Z = 0.035 for stability F U = wind velocity at stack level (m/s) (b) Momentum dominated plume rise: Vs2 Ds2 Ta-1/3 Hpr = 1.5 [-------------------------] 4 (c) T -1/6 S ....Equation 1-16 U Determination of dominance of momentum or buoyancy for plume rise under stable weather condition: October 2011 181 M/s. Perfect Laminate Prediction And Assessment Of Impact ( T)c = 0.01958 Ta Vs S 1/2 .......................Equation 1-17 Ts >Ta & ( T) > ( T)c plume rise is assumed buoyancy dominated if Ts < Ta or ( T)< ( T)c plume rise is assumed momentum dominated Determination Of Plume Rise Under Calm Conditions (Wind Velocity At 10 M Less Than 2 Kmph) In case of calm winds plume rise is calculated by equation (13) and following equation and the lower value of two is taken as final plume rise. Hpr = 4 F (v) 1/4 S -3/8 ................................................Equation 1-18 DISPERSION CO-EFFICIENT In the present computations the dispersion coefficients proposed by PASQUILL and GIFFORD and reported by TURNER for Rural area have been used. The dispersion coefficients are valid up to 10 Kms. distances from pollution source. The equations are as follows: PARAMETERS USED TO CALCULATE PASQULL-GIFFORD October 2011 y (m) Pasquill Stability y = 465.11628 (x) tan (TH) Category TH = 0.017453293 (c-d ln (x)) A 24.1670 2.53340 B 18.3330 1.80960 C 12.5000 1.08570 182 M/s. Perfect Laminate Prediction And Assessment Of Impact D 8.3330 0.72382 E 6.2500 0.54287 F 4.1667 0.36191 PARAMETERS USED TO CALCULATE PASQULL-GIFFORD A* X (km.) < 0.10 0.10-0.15 0.16-0.20 0.21-0.25 0.26-0.30 0.31-0.40 0.41-0.50 0.51-3.11 >3.11 z = a(x) b ( x in km.) A 122.80 158.080 170.220 179.520 217.410 258.890 346.750 453.850 ** 90.673 98.483 109.300 0.93198 B* <0.20 0.21-0.40 >0.40 C* All 61.141 0.91465 <0.30 0.31-1.00 1.01-3.00 3.01-10.00 10.0130.00 >30.00 <0.10 0.10-0.30 0.31-1.00 1.01-2.00 2.01-4.00 34.459 32.093 32.093 33.504 0.86974 0.81066 0.64403 0.60486 36.650 0.56589 44.053 24.260 23.331 21.628 21.628 22.534 0.51179 0.83660 0.81956 0.75660 0.63077 0.57154 Pasquill Stability Category D* E October 2011 z(m) b 0.94470 1.05420 1.09320 1.12620 1.26440 1.40940 1.72830 2.11660 ** 183 M/s. Perfect Laminate Prediction And Assessment Of Impact F 4.01-10.00 10.0120.00 20.0140.00 >40.00 24.703 0.50527 26.970 0.46713 35.420 0.37615 47.618 0.29592 < 0.20 0.21-0.70 0.71-1.00 1.01-2.00 2.01-3.00 3.01-7.00 7.01-15.00 15.0130.00 30.0160.00 >60.00 15.209 14.457 13.953 13.953 14.823 16.187 17.836 0.81558 0.78407 0.68465 0.63227 0.54503 0.46490 0.41507 22.651 0.32681 27.074 0.27436 34.219 0.21716 Note: * If the calculated value of z exceed 5000 m, z is set to 5000 m. ** (vi) z is equal to 5000 m. METEOROLOGICAL DATA USED IN ASSESSMENT The meteorological parameters namely: ambient temperature, wind speed, wind direction and stability class were obtained from IMD Ahmedabad for the Period of October 2010 to December 2010. As specific mixing heights were not available, mixing height based on CPCB publication “Spatial Distribution of Hourly Mixing Depth Over Indian Region”, PROBES/88/2002-03 has been used. October 2011 184 M/s. Perfect Laminate Prediction And Assessment Of Impact The wind rose diagram is shown in Figure No. 4.1 Figure No.4.1 WINDROSE DIAGRAM October 2011 185 M/s. Perfect Laminate (vii) Prediction And Assessment Of Impact ATMOSPHERIC STABILITY The hourly occurrence of various stability classes at project site is determined by wind direction fluctuation method by employing on-line instrument. The stability classification system based on wind direction fluctuation method is as follows. Relationship between and stability class as suggested by Slade (1965) is given in the below table. Stability Class A B C D E F (degrees) > 22.5 22.4 - 17.5 17.4 - 12.5 12.4 - 7.5 7.4 - 3.5 < 3.5 3. RESULTS OF THE ISCST-3 MODEL The average and maximum Ground Level Concentrations (GLCs) have been determined for SPM, SO2 and NOx. The average 24hrs. concentration have been determined in polar grid of 100 up to 3600 for a distance of 500m, 1000 m, 2000 m, 3000m, 4000m and 5000m. The overlapped ISo plathes on Google Image of the same is shown as at Figure No. 4.2 to 4.4. The summary of Maximum Predicted GLC is shown in Table No. 4.3. October 2011 186 M/s. Perfect Laminate Impact Prediction And Assessment Of TABLE NO. 4.2 THE 1ST HIGHEST 24-HR AVERAGE CONCENTRATION VALUES OF SPM IN MICROGRAMS/M3 Direction October 2011 Distance (meters) O 500 1000 2000 3000 4000 5000 10 2.40249 0.51458 0.22840 0.15296 0.11474 0.09161 20 1.22012 0.27298 0.12667 0.08514 0.06438 0.05192 30 1.03475 0.26307 0.12609 0.08370 0.06246 0.04971 40 1.31101 0.30474 0.15058 0.10241 0.07791 0.06303 50 1.24679 0.27944 0.13548 0.09388 0.07240 0.05920 60 0.82742 0.20308 0.10040 0.06723 0.05054 0.04048 70 0.80528 0.24947 0.12290 0.08269 0.06255 0.05044 80 0.94431 0.28507 0.13766 0.09137 0.06805 0.05402 90 0.93937 0.27697 0.13909 0.09599 0.07395 0.06049 100 0.64965 0.17968 0.08593 0.05746 0.04309 0.03440 110 0.36775 0.06004 0.02506 0.01695 0.01318 0.01084 120 0.32159 0.07030 0.03255 0.02054 0.01470 0.01127 130 0.26120 0.13977 0.07483 0.05195 0.04011 0.03282 140 0.26074 0.13974 0.07483 0.05195 0.04011 0.03281 150 0.14407 0.06929 0.03243 0.02049 0.01467 0.01126 160 0.08825 0.01453 0.00505 0.00259 0.00157 0.00105 170 0.15106 0.02324 0.01114 0.00744 0.00557 0.00444 180 0.22905 0.03661 0.01835 0.01261 0.00968 0.00790 190 0.26443 0.04109 0.01971 0.01307 0.00972 0.00771 200 0.42456 0.06834 0.03405 0.02351 0.01812 0.01483 210 0.52213 0.08258 0.03772 0.02522 0.01890 0.01510 220 0.50829 0.13974 0.07483 0.05195 0.04011 0.03281 230 0.38674 0.13974 0.07483 0.05195 0.04011 0.03281 240 0.21590 0.06929 0.03243 0.02049 0.01467 0.01126 187 M/s. Perfect Laminate Impact October 2011 Prediction And Assessment Of 250 0.17470 0.07192 0.02971 0.01720 0.01148 0.00830 260 0.41947 0.21606 0.11012 0.07384 0.05545 0.04431 270 0.56000 0.30408 0.16550 0.11621 0.09054 0.07465 280 0.48251 0.21651 0.11015 0.07386 0.05545 0.04431 290 0.81572 0.34243 0.18243 0.12736 0.09882 0.08123 300 0.93531 0.32162 0.16032 0.10904 0.08283 0.06686 310 0.82676 0.22837 0.12024 0.08337 0.06431 0.05259 320 0.86548 0.23758 0.12424 0.08585 0.06606 0.05391 330 1.21257 0.35870 0.17407 0.11865 0.09036 0.07311 340 1.85734 0.48736 0.23483 0.16150 0.12401 0.10113 350 2.28350 0.49260 0.21761 0.14589 0.10953 0.08752 360 3.03479 0.69102 0.32911 0.23075 0.17960 0.14799 188 M/s. Perfect Laminate Impact Prediction And Assessment Of TABLE NO. 4.3 THE 1ST HIGHEST 24-HR AVERAGE VALUES OF SO2 IN MICROGRAMS/M3 Direction October 2011 Distance (meters) O 500 1000 2000 3000 4000 5000 10 4.20121 0.89984 0.39940 0.26748 0.20064 0.16019 20 2.13362 0.47735 0.22151 0.14888 0.11258 0.09079 30 1.80946 0.46003 0.22050 0.14636 0.10923 0.08693 40 2.29254 0.53290 0.26331 0.17909 0.13625 0.11023 50 2.18025 0.48866 0.23691 0.16417 0.12661 0.10352 60 1.44690 0.35513 0.17557 0.11757 0.08839 0.07079 70 1.40819 0.43624 0.21491 0.14461 0.10938 0.08820 80 1.65131 0.49851 0.24073 0.15977 0.11901 0.09446 90 1.64267 0.48433 0.24322 0.16786 0.12932 0.10578 100 1.13603 0.31420 0.15026 0.10048 0.07534 0.06016 110 0.64308 0.10499 0.04382 0.02964 0.02304 0.01896 120 0.56236 0.12292 0.05692 0.03592 0.02570 0.01971 130 0.45677 0.24442 0.13086 0.09085 0.07013 0.05738 140 0.45596 0.24437 0.13086 0.09085 0.07013 0.05738 150 0.25194 0.12116 0.05671 0.03583 0.02565 0.01968 160 0.15433 0.02541 0.00883 0.00454 0.00275 0.00183 170 0.26416 0.04065 0.01949 0.01300 0.00974 0.00777 180 0.40054 0.06401 0.03210 0.02205 0.01694 0.01382 190 0.46241 0.07185 0.03447 0.02285 0.01700 0.01348 200 0.74243 0.11951 0.05954 0.04111 0.03169 0.02593 210 0.91304 0.14441 0.06596 0.04409 0.03306 0.02640 220 0.88883 0.24437 0.13086 0.09085 0.07013 0.05738 230 0.67628 0.24437 0.13086 0.09085 0.07013 0.05738 240 0.37754 0.12116 0.05671 0.03583 0.02565 0.01968 189 M/s. Perfect Laminate Impact October 2011 Prediction And Assessment Of 250 0.30550 0.12576 0.05195 0.03008 0.02008 0.01452 260 0.73353 0.37783 0.19256 0.12913 0.09696 0.07748 270 0.97926 0.53173 0.28940 0.20321 0.15832 0.13054 280 0.84377 0.37861 0.19262 0.12915 0.09697 0.07748 290 1.42644 0.59880 0.31901 0.22271 0.17280 0.14204 300 1.63557 0.56241 0.28035 0.19067 0.14484 0.11691 310 1.44576 0.39935 0.21026 0.14578 0.11246 0.09197 320 1.51345 0.41546 0.21725 0.15012 0.11551 0.09427 330 2.12041 0.62726 0.30439 0.20748 0.15800 0.12785 340 3.24791 0.85225 0.41064 0.28242 0.21685 0.17684 350 3.99314 0.86141 0.38053 0.25512 0.19154 0.15304 360 5.30690 1.20838 0.57552 0.40351 0.31406 0.25879 190 M/s. Perfect Laminate Impact Prediction And Assessment Of TABLE NO. 4.4 THE 1ST HIGHEST 24-HR AVERAGE VALUES OF NOx IN MICROGRAMS/M3 Direction 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 October 2011 O 500 1.50942 0.76657 0.65011 0.82367 0.78332 0.51985 0.50594 0.59329 0.59018 0.40816 0.23105 0.20204 0.16411 0.16382 0.09052 0.05545 0.09491 0.14391 0.16613 0.26674 0.32804 0.31934 0.24298 0.13564 0.10976 0.26354 0.35183 0.30315 0.51249 0.58763 0.51943 0.54375 0.76182 1.16691 1.43466 1.90667 1000 0.32329 0.17150 0.16528 0.19146 0.17557 0.12759 0.15673 0.17910 0.17401 0.11289 0.03772 0.04416 0.08781 0.08780 0.04353 0.00913 0.01460 0.02300 0.02582 0.04294 0.05189 0.08780 0.08780 0.04353 0.04518 0.13575 0.19104 0.13603 0.21514 0.20206 0.14348 0.14927 0.22536 0.30620 0.30949 0.43415 Distance 2000 0.14350 0.07959 0.07922 0.09460 0.08512 0.06308 0.07721 0.08649 0.08739 0.05399 0.01574 0.02045 0.04702 0.04702 0.02038 0.00317 0.00700 0.01153 0.01239 0.02139 0.02370 0.04702 0.04702 0.02038 0.01867 0.06918 0.10398 0.06921 0.11461 0.10073 0.07554 0.07805 0.10936 0.14753 0.13672 0.20677 (meters) 3000 0.09610 0.05349 0.05259 0.06434 0.05898 0.04224 0.05195 0.05740 0.06031 0.03610 0.01065 0.01291 0.03264 0.03264 0.01287 0.00163 0.00467 0.00792 0.00821 0.01477 0.01584 0.03264 0.03264 0.01287 0.01081 0.04639 0.07301 0.04640 0.08001 0.06850 0.05238 0.05394 0.07454 0.10147 0.09166 0.14497 4000 0.07209 0.04045 0.03924 0.04895 0.04549 0.03176 0.03930 0.04276 0.04646 0.02707 0.00828 0.00923 0.02520 0.02520 0.00922 0.00099 0.00350 0.00608 0.00611 0.01138 0.01188 0.02520 0.02520 0.00922 0.00721 0.03484 0.05688 0.03484 0.06208 0.05204 0.04040 0.04150 0.05677 0.07791 0.06882 0.11284 5000 0.05755 0.03262 0.03123 0.03960 0.03719 0.02543 0.03169 0.03394 0.03801 0.02161 0.00681 0.00708 0.02062 0.02062 0.00707 0.00066 0.00279 0.00497 0.00484 0.00931 0.00948 0.02062 0.02062 0.00707 0.00522 0.02784 0.04690 0.02784 0.05103 0.04200 0.03304 0.03387 0.04593 0.06353 0.05499 0.09298 191 M/s. Perfect Laminate Impact Prediction And Assessment Of TABLE NO. 4.5 MAXIMUM COMPUTED GLCs VALUES Sr. No Description 1st Highest Value Conc * Co-ordinates ( µg/m3) X (m) Y (m) n A 1 SPM 1st Highest 24 hr. Result 3.03479 0.00 500.00 B 2 SO2 1st Highest 24 hr. Result 5.30690 0.00 500.00 B 3 NOx 1st Highest 24 hr. Result 1.90667 0.00 500.00 Note:-(*) This predicted maximum Ground Level Concentration(GLC) is based on worst case scenario, considering maximum stack emission limit of SPM-150 mg/Nm3, SO2 100 PPM and NOx-50 PPM. Actual GLCs will be well below the predicted value, as the unit is going to use Fire Wood/ White Coal/ Imported Coal / Lignite as Fuel in the Boiler. October 2011 192 M/s. Perfect Laminate Impact Prediction And Assessment Of Figure No. 4.2 CONCENTRATION IN µg/m 3 ISOPLATHES OF SPM CONCENTRATION FOR 24HRS October 2011 193 M/s. Perfect Laminate Impact Prediction And Assessment Of FIGURE NO. 4.3 CONCENTRATION IN µg/m 3 ISOPLATHES OF SO2 CONCENTRATION FOR 24HRS October 2011 194 M/s. Perfect Laminate Impact Prediction And Assessment Of FIGURE NO. 4.4 CONCENTRATION IN µg/m 3 ISOPLATHES OF NOx CONCENTRATION FOR 24HRS October 2011 195 M/s. Perfect Laminate Impact Prediction And Assessment Of 4.3.2.3 SOLID WASTE Details of anticipated solids/hazardous waste generation from the proposed project are as per table 4.6 Table 4.6 Anticipated Solid/ Hazardous Waste Generation Name of the Quantity of solid waste solid waste 1 ETP Waste 300 Kg/ Year 2 Resin waste 7.2 MT/ Year 3 Used Oil 50 Lit/ Year 4 Discarded Plastic 27600 Liner/Drums Nos./Year Sr. No. Mode of collection & storage Secured Landfill at Common Hazardous Waste Disposal Facility Incineration at Common Hazardous Waste Disposal Facility Reused within the premises &/or Sale to authorised re-refiner Reused within the premises &/or Sale to authorised dealer/approved scrap vendor Proper monthly records of the generation, storage and disposal of hazardous waste will be maintained in a registered as per the format of form-3 of Amended Hazardous Waste Rules-2003. Annual disposal of waste in form -4 and form-13 will be submitted regularly to the concern authority. There will be generation of plant dust, which is considered as non-hazards. More over, this plant dust will be collected and used as a fuel. Spent/ used oil which will be reused as lubricant within premises / sold to MOEF approved recyclers. October 2011 196 M/s. Perfect Laminate Impact ETP sludge Prediction And Assessment Of generated will be sent to CHWIF site at SEPPL (Saurashtra Enviro Projects Pvt. Ltd.), Bhachau. Thus, it can be concluded that there will be no impact on the surrounding environment due to generation and disposal of solid waste during operation phase of the project. 4.3.2.4 NOISE ENVIRONMENT The proposed activity will have noise generation due to construction activity. However these impacts are temporary. Development of Green Belt in and around the plant campus will help in reduction of noise level. Sufficient ear-protecting devices will be provided to personnel working in high noise generating areas. Hence, there shall be practically any increase in the background noise level beyond plant boundary during operation phase of the project. Vehicular movements during operation phase for loading /unloading of raw and finished materials and other transportation activity may also increase noise level. However the volume of transport vehicles to be handled due to proposed project is very low. October 2011 197 M/s. Perfect Laminate Impact Prediction And Assessment Of 4.3.2.5 SOCIO-ECONOMIC ENVIRONMENT Creation of employment will have positive impact. Apart from this the infrastructural facilities that are going to come in the expansion program will benefit the surroundings and aesthetic environment. As there will not be any major infusion of people there will not be any negative impact due to more demand on land, houses etc. No hike in rates on regular commodities are anticipated. Apart from direct employment it will also create indirect employment which will benefit economically in the people living in the surroundings. In view of the above the overall impacts on socio-economic environment due to the proposed plan (including increased capacity utilization) are long term and positive in nature. 4.3.2.6 DEVELOPMENT OF GREEN BELT The unit will develop greenbelt within the premises which will not only improve the soil condition but will also soil erosion. The green belt will help as sink of pollutants and also noise reduction in the surroundings. 4.3.2.7 ECOLOGICAL ENVIRONMENT Impact of the proposed project on the ecological environment like natural vegetation, crops, species diversity is summarized here under. The attributes that are identified to describe ecology are especially flora and fauna. As the proposed project falls within the existing boundary, there will not be any further land required and no major change in the existing terrestrial environment. October 2011 198 CHAPTER 5: ENVIRONMENTAL MANAGEMENT PLAN M/s. Perfect Laminate 199 M/s. Perfect Laminate Environmental Management Plan 5.1 PERMEABLE Environment Management is basically resource management. The main purpose of the EMP is to identify the project specific actions, which will be undertaken by the project authority to mitigate specific impacts and their identification. These actions will be incorporated into project management system and integrated into the implementation at various stages of project development. M/s Perfect Laminate shall be adopting a comprehensive Environmental Management Plan (EMP) which will cover several environmental protection measures, not only for abatement of environmental pollution resulting from the project, but also for the improvement in the ambient environment. The various components of the Environmental Management Plan (EMP) are outlined in subsequent sections. Regular monitoring of important and crucial environmental parameters has immense importance and to assess the status of environment during operational phase. With the knowledge of baseline conditions, the monitoring program can be serve as an indicator to deteriorate any environmental conditions due to operational phase and also suitable mitigatory steps will be taken in time to safeguard the environment. Monitoring is an important to control the pollution and the efficiency of control only is determined by monitoring. The following routine monitoring program will be implemented under the post project monitoring. The proposed monitoring program is given below: Environmental Management generally includes protection/mitigation / enhancement measures as well as delineation of post project monitoring program. The plan as prepared may suggest revisions in the plant layout or operational parameters to avoid adverse impacts. Sometimes additional project operations have to be incorporated in the conventional plan of operation, as per the actual requirement. October 2011 200 M/s. Perfect Laminate For the purpose Environmental Management Plan of the Environment Management Plan (EMP) to prevention/minimization of the adverse impacts and to mitigate identified measures and implementations of various mitigative measures for environmental impacts envisaged are discussed. 5.2 OBJECTIVES OF EMP To treat and disposal off all the pollutants viz. liquid, gaseous and solid waste so as to meet statutory requirements (relevant pollution control Act) with appropriate technology. To support and implement development work to achieve environmental standards and to improve the methods of environment management To promote green belt development. To encourage good working conditions for employees. To plan out complete strategy to take care of individual stakeholder. To reduce fire and accident hazards. Budgeting and allocation of funds for environmental management system. To adopt cleaner production technology and waste minimization. As a part of the efforts for sustainable development, to identify the adverse impacts, causes and prevention and precaution measures are the most important part of the development activity of any project. For the purpose of the prevention/minimization of the adverse impacts to Environmental Management Plan (EMP) and impact mitigation measures are identified and implementations of various mitigative measures for environmental impacts envisaged are discussed. October 2011 201 M/s. Perfect Laminate Environmental Management Plan 5.3 COMPONENTS OF EMP EMP for M/s Perfect Laminate proposed plant increased capacity utilization covers following aspects: Description of mitigation measures Description of monitoring program Institutional arrangements Implementation schedule and reporting procedures The mitigation measures are proposed for operation for increased capacity phase only. Institutional framework includes the responsibilities for environmental management as well as responsibilities for implementing environmental measures. 5.3.1 Construction Phase 5.3.1.1 Air Environment Environmental management plan for an industrial activity is an integral part of EIA and has been proved to be an effective tool to mitigate the adverse environmental impacts arising due to the establishment and operation phase of the industry. This gives a sequential approach with feasible options to ensure that the mitigation/control measures overcome the adverse impacts of the industry activity and thus achieve the sustainable operation. Construction phase will be for a short period and hence the impacts will also be for a short and temporary period. During the construction activities, mainly emission of dust and gases from movement of vehicles and construction activity is expected. However, following measures will be taken to reduce such emission. October 2011 202 M/s. Perfect Laminate Environmental Management Plan Preparation of paved internal movement roads will be taken up at the initial stage of civil construction work. Water will be sprinkled on loose topsoil to re-suspension of dust in to ambient air due to movement of vehicles etc. Separate civil construction material storage yard will be created within the site and it will be closed. Possibility of raising green belt along with the construction activity will also be explored. 5.3.1.2 Water Environment It is proposed to supply this quantity of water to site every day through the tanker of water private water supplier. Water quantity being small, no major impact on existing water resources of the study area is envisaged. There will be no housing facility at site for construction workers and hence a major source of impact on water environment will be avoided. Care will be taken during construction work not be create any obstruction/ dips in the topography which can lead to accumulation of water within premises leading to undesirable consequences like health and hygiene problem etc. To avoid water consumption Ratio Company will put adequate rain water harvesting system October 2011 203 M/s. Perfect Laminate Environmental Management Plan A: Rain water harvesting system Catchment Area:Catchment area of the Project :- 4800 M2 Rainfall :-1102mm i.e. (1.102mt.) Ground cover area :- 823 M2 Available area for recharge :- 4000 M2 Total rainwater available for Recharge /Year :- 4408 M3 Says : - 4400 M3 20% evaporation & general loss i.e :- 880 M3 Net rain water available for Recharge /year :- 3520M3 Roof top Harvesting (RTH) area :- 823 M2 :- 907 M3 Total rainwater available Say 10% General loss for R. T. H. Say Net Rain water for R.T.H. : - 910 M3 :- 91 M3 :- 90 M3 :- 820 M3 Net Rain Water for Tube well Recharge water :- 3500 M3 October 2011 204 M/s. Perfect Laminate Environmental Management Plan Rain Water Harvesting :Rainwater Harvesting is generally putting back 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. “NEED”  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 of rounds. The harvested rain water can be used for flushing, washing, gardening, irrigation, fire fighting and even consumption with necessary treatment, Rain water is the purest form of water available to us. Components: Catchment  Collection system  Filtration unit  Storage system Technology:1. Storage in artificial above or underground tanks. 2. Recharging aquifer directly through tube wells with necessary treatment. 3. Recharging aquifer by percolation / Soakage in the ground. October 2011 205 M/s. Perfect Laminate Environmental Management Plan Aquifers best suited for artificial recharge are those that absorb large quantities of water and do not release them too quickly. Theoretically this means that the vertical hydraulic conductivity is high while the horizontal hydraulic conductivity is moderate. Most of the artificial recharge areas are located in the alluvial plains because of many favorable conditions like availability of infiltration waters and transmissivity of the aquifers. Ground Water recharge Rate:The technical feasibility and economic viability of artificial recharge of Ground Water has already been established by CGWB (UNDP/CGWB 1986) by siphon method. Salient features of experiment of state govt. and PRL in 1977:1. Recharge rate :- 590 LPM 2. Build up in the injection well :- 5.18 m 3. Drawdown in source well :- 0.70m 4. Build up in observation (V=40m) :-1.15m 5. Transmissivity :- 540 m2 /day 6. Permeability :- 70 m / Day 7. Injection well efficiency :- 56% No. clogging in injection well was observed after 220 hrs of experiment. This method was found more economical and cost at the time of experiment was found to be 45 paise per 1000 lits. October 2011 206 M/s. Perfect Laminate Environmental Management Plan Method of Recharge:Artificial recharge is achieved by three methods namely by spreading by induced recharge and by injection. The suitability of particular method is based on the hydro geological condition. Our area is composed of deep aquifers with impervious over burden hence injection method is most suitable. Water is fed directly in to the depleted aquifers by providing a conduit access such as tube well. Recharge by tube well is the only method for artificial recharge of confined aquifer or deep seated aquifers. The recharge is instantaneous and there are no transit losses and evaporation losses. Artificial recharge is an important aspect of ground water management as it provides storage space free of cost, during dry period. The underground reservoirs can be used for indefinite period, if properly operated. Recharge Tube well :Recharge tube well is constructed by drilling borehole up to desired depth with slotted pipes as per geohydrological condition of the area. After pilot bore hole drilling electrical logging process will be carried out to know litho logy & quality of aquifer water. Pipe assembly will be proposed after electrical logging process. After logging process, reaming whole process will be carried out as per specification. The annual space between the bore hole and pipe assembly is filled with suitable size of gravels (4 mm to 6 mm size). The recharge bore than develop with air compression to open the slots to maintain the recharging water in good quantity. In alluvium area, well screen is used which allows, water to enter the well freely at low velocity, prevents sand & Slit from entering the well. The aim of screen is to obtain the maximum slot screen pipe (Vee – Wire screens) is made with cold drawn wire, triangular in section, wound spirally around a circular array of longitudinal rods. October 2011 207 M/s. Perfect Laminate Environmental Management Plan Vee – Wire Screens: Efficient and sustainable for recharge well.  Large % open area: - More than two times effective open area, gives maximum recharge rate at minimum frictional head loss which also reduces incrustation rate.  Vee shaped slots: - Produces jetting effect to inject recharge water in to the aquifer.  Non clogging slots.  Non corrosive.  Long life  Higher discharge to aquifer.  The best alternative for slotted pipes. Filter Pit for Recharge Tube well:Function: Main function is to reduce turbidity of raw water to reduce chocking of gravel pack.  Keep feeding filtered water to recharge well. October 2011 208 M/s. Perfect Laminate Environmental Management Plan Importance:  To sustain the recharge process.  To maintain the recharge rate.  The system is gravel less system, maintenance free.  Provides effective sustainable recharge rate ransparent process etc. Runoff Calculation :The area under investigation at M/s. Perfect Laminate at Mansa is 4800 M2. The dependable Rainfall of the project area is 1082 mm i.e. 1.082 m. and maximum rainfall is 1500 mm i.e. 1.50m. Available Rain water for 4000 m2 area as under: No. Rainfall water in mm Rainfall water in mts. Total water in m3 1 2 3 4 80 250 1102 1451 0.08 0.25 1.102 1.451 320 1000 4408 5804 20% evaporation & general recharge in m3 64 200 881.6 1160.8 Net rainwater available for recharge in m3 256 800 3526.4 4643.2 If 250 mm rains in a day, total net, rain water available will be 700m3 water. If 80 mm. rains (As per rain intensity) total net rain water available will be 224 m3 water as per calculation of Catchment area, total 3500 m3 water available for recharge in one rainy season. October 2011 209 M/s. Perfect Laminate Environmental Management Plan 3500 M3 water is available for recharge in one rainy season and 820 M3 water is available from roof top water harvesting. Hence total 4320 m3 water will be available for recharge. As per water balance diagram total water consumption from tubewell is 4635 m3 water per year hence about 315 m3 water can be recharged in outside project area or 315 m3 water can be recharged in one farm pond having capacity of 100 m3 water. Therefore the total rain water harvesting & recharge is more than total consumption of water for the project. Recommendations & Recharge Tubewell Design :Looking to the Geohydrology of the area, rainfall intensity, it is proposed to drill one recharge tubewell in one farm pond, having capacity of 100 m3 water for maximum recharging of rain water. Specification of deep tubewell 300 mm dia X 180 mts. depth Expected recharge- 50,000 lits/hrs Vee wire screen – 60 mts. for tapping zones between 100 to 180 mts. Slot size1.5 mm or 2.0 mm LCG. Reaming hole – 600 mm hole Gravel size – 4 to 6 mm. Gravel packing between 100 to 180 mts. depth Clay packing 100 m to Ground level Electro logging essential Expected cost of Recharge tubewell 10 lacs. October 2011 210 M/s. Perfect Laminate Environmental Management Plan Recharge pit around Tubewell Recharge pit size 3 mts. dia X 3 mts. depth Recharge unit:- Vee wire screen (ss304) size 200 mm X 400 mm dia length of unit 2.0 mts. Provision for air vent should be done 200 mm size screen - Slot size 0.5 mm 400 mm size screen – Slot size 0.75 mm Coarse sand packing between two screen spaces. (1.0 mm size coarse sand) Diagram of recharge pit is attached. October 2011 211 M/s. Perfect Laminate October 2011 Environmental Management Plan 212 M/s. Perfect Laminate October 2011 Environmental Management Plan 213 M/s. Perfect Laminate October 2011 Environmental Management Plan 214 M/s. Perfect Laminate Environmental Management Plan 5.3.1.3 Solid Waste Main solid waste generation during construction work will be construction debris like rubble, brick bats, debris, steel scrap, wooden scrap, sand gravels etc. However these materials are inert in nature and will not leaching of any substances or constituents. These materials will be properly stored and will be used with in premises for filling of low lying area. Wooden scrap, steel scrap will be given to scrap dealers. On completion of civil work, all debris etc. will be completely removed from site to avoid any incompatibility with future use. 5.3.1.4 Noise Environment Following measures are proposed during construction period to mitigate adverse impact: Construction machinery and vehicles will undergo periodic maintenance to keep them in good working condition. All machineries to be used for construction purpose will be of highest standard of reputed make and compliance of noise pollution control norms by these equipments will be emphasized by ACL. Acoustic laggings and silencers will be used in equipments wherever possible. Feasibility of putting up acoustic enclosure/ temporary barrier around area with high noise levels will also be explored. All construction workers working in high noise area will be provided appropriate Personal Protective Equipments like ear muffs and to wear them during working hours. Possibility of raising green belt along with construction activity will also be explored as a noise barrier. October 2011 215 M/s. Perfect Laminate Environmental Management Plan 5.3.1.5 Land Environment Following steps are proposed to task to take care of impact of construction activity on project land area. On completion of civil work, all debris etc. will be completely removed from site to avoid any incapability with future use. Other materials like paints, diesel etc. will be properly stored and handled by prevent any spillage on land. All the wastes will be stored at a designated site within the premises to prevent scattered discharge on land. 5.3.1.6 Ecology Project site is almost barren land with few shrubs and trees. Thus, no major tree cutting exercise will be there and no major impact on ecology is anticipated. However possibility of rising of green-belt along with construction activity will be explored so that greening of area can be started at the beginning of project. 5.3.1.7 Socio- Economic As there will be no temporary housing colony for construction workers, no socioeconomic impact due to the same is envisaged. 5.3.2 Operation Phase Operation phase of any industry being longer in duration and because of its potential to create continuous impacts is much important from the environmental impact point of view and a comprehensive and effective EMP has to be prepared and implemented to sage-guard environmental concern during the operation phase of any unit. October 2011 216 M/s. Perfect Laminate Environmental Management Plan 5.3.2.1 WATER POLLUTION CONTROL SYSTEM  Their own bore will fulfill water requirements of proposed project well.  All record will be keeping for water consumption and shall be maintained for each usage in future.  The generated process wastewater will be treated in own effluent Treatment Plant and after treatment it will evaporate in evaporation system.  Record the data of wastewater generation and disposal will be maintained.  The manufacturing activities will be close down in case of any failure in equipments/facilities for prevention and control of water pollution.  The domestic effluent is disposed to septic tank/soak pit system.  Disposal system for storm water will provide separately and it is not being mixed with industrial effluent.  Cleaner production technology will be assessed to minimize the wastewater generation and maximum possible reuse and recycling of material will be done. October 2011 217 M/s. Perfect Laminate Environmental Management Plan Figure No 5.1 Wastewater handling Environment Management plan Manufacturing Process Turn off the process till the process is not recovered. If Fail to work Wastewater generated Treatment in Wastewater Treatment unit Evaporated after treatment 5.3.2.2 AIR POLLUTION CONTROL SYSTEM  Since coal / lignite will be used as fuel in steam boiler, the unit is going to install dust collector as a pollution control measure to control the gaseous emission.  High Speed Diesel (HSD) will be used as fuel at D.G. set, which will be operated rarely in case of power failure. Therefore, the gaseous emission from the D.G. set will also be well within gaseous emission norms recognized by GPCB.  Adequate Stack height is provided for proper dispersion of pollutants into the atmosphere. October 2011 218 M/s. Perfect Laminate  Environmental Management Plan Stack monitoring facilities like porthole, platform etc. will be provided with flue gas and process gas stack in order to facilitate sampling of gases being emitted into the atmosphere.  In case of failure of any air pollution control equipments, the process activities will be stopped.  Proper care will be taken to prevent any Fugitive emissions during manufacturing activity. To check fugitive emissions work area monitoring will be done periodically.  We will recover heat from flue gas coming from boiler and by this way we will conserve natural resource. 5.3.2.3 HAZARDOUS WASTE MANAGEMENT SYSTEM  The main source of hazardous waste generation is the ETP sludge from the effluent treatment plant, which will be sent to TSDF site for the disposal at SEPPL (Saurashtra Enviro Project Pvt. Ltd), Bhachau.  The ancillary source of hazardous waste generation will be used/wasted oil which will be reuse or sell to MoEF approved scrap vendors, discarded barrels/ drums/ bags/ liners /carboys from the raw material handling & storage which will be decontaminated and reused or sold to GPCB approved scrap vendors. Bags are sold to GPCB approved scrap vendors.  In the ETP the unit will use caustic flex instead of lime for neutralization to minimize the generation of solid waste.  The unit will provide isolated area for the hazardous waste storage within premises having pucca floor, roof cover and leachate collection system which will be expanded as per the requirement.  During monsoon season extra precautionary measures will be taken to prevent any generation of leachate.  The leachate generated shall be taken to effluent collection tank along with effluent. October 2011 219 M/s. Perfect Laminate  Environmental Management Plan Manifest system will be followed during transportation of hazardous waste for the disposal.  Record of hazardous waste generation and disposal shall be maintained. 5.3.2.4 NOISE CONTROL MANAGEMENT SYSTEM The precautions will be taken for abatement of noise pollution is as follows,  Earplugs are provided to the workers at places where noise level may exceed 90 dBA in the process plant, DG room, etc.  Extensive oiling, lubrication and preventive maintenance will be carried out for the machineries and equipments to reduce noise generation.  Adequate noise control measures such as silencers at the air inlet/outlet, anti vibration pad for equipment with high vibration are provided.  Noise monitoring shall be done regularly at different parts of the plant.  The green belt area within industrial premises and around the periphery will prevent the noise pollution in surrounding area. 5.3.2.4(A) Energy Conservation: The unit will use solar light at main gate to conserve energy. The unit will also do energy audit every four year & according to the recommendation we will implement in our unit to save the energy. 5.3.2.5 Occupational health Program M/s. Perfect Laminate is planning to follow occupational health program right from the start of Resin manufactured in the industry. Unit maintains a healthy work environment is as follows, Annual medical check up shall be done for all employers once in a year. Pre- employment medical check up at the time of employment. First aid training shall be given to the employers. First aid kit & some necessary medicines will be provided for safety of workers. October 2011 220 M/s. Perfect Laminate Environmental Management Plan A nearby hospital is engaged for emergency case. Onsite emergency plan will be prepared and rehearsed. Personal Protective Equipments like helmet, face mask, apron, gloves, goggles, ear plugs & safety shoes should be strictly to be used. All building plans and installation shall be as per relevant acts and duly approved by competent government authorities. Process equipment shall be designed by qualified and experienced professionals Periodically inspection and testing of all the equipments & machineries shall be done. Good housekeeping in factory premises shall be ensured. 5.3.2.6 Greenbelt The Tree Plantation is one of the effective remedial measures to control the air pollution and Noise pollution. It also causes aesthetics and climatologically improvement of area as well as sustains and supports the biosphere. It is an established fact that the trees and vegetation acts as a vast natural sink for the gaseous as well as particulate air pollutants. Due to enormous surface area of the leaves, it also helps to attenuate the ambient noise level. The plantation around the pollution sources control the air pollution by filtering the air pollutant and interact with gaseous pollutant before it reaches to the ground. The tree plantation also acts as buffer and absorber against accidental release of pollutants. The selection of tree species suitable for plantation at the industry shall be governed by guiding factors as stated below. The tree should be tolerant to air pollutants present in the area The tree should be able to grow and thrive on the soil of the area, be evergreen, inhabitant, having minimum of leaf fall. The tree should be tall in peripheral curtain plantation and with large and spreading canopy in primary and secondary attenuation zone. October 2011 221 M/s. Perfect Laminate Environmental Management Plan The tree should posse’s extensive foliar area to provide maximum impinging surface for continued efficient adsorption and absorption of pollutants. The tree should be fast growing and indigenous, and should maintain ecological, land and hydrological balance of the region. Greenbelt Development The industry will provide 1585 Sq. Mt. Of green belt area. The industry will also provide green belt at the boundary of the plant. They will plant Asopalav, Neem, Ambo, Rose plant, Mogra, Jasud, Lily, Champo, Gulmohar & other plants in green belt area. We will plant 100 trees and 100-200 small and big plants. They will also develop lawn in some parts of the green belt. 5.3.2.7 Control of fugitive emission Precautionary measures will be taken during handling and loading-unloading of organic / hazardous chemicals. The entire manufacturing activities are carried out in the closed system. All the raw materials are stored in isolated storage area and containers are tightly closed. There is also provision of adequate ventilation system within premises. The unit has also developed green belt within the factory premises to control the fugitive emission from spreading in to surrounding environment also propose to expand the Green belt area after proposed expansion. October 2011 222 M/s. Perfect Laminate Environmental Management Plan 5.3.2.8 Environmental Monitoring Plan As Environment monitoring plant shown in table & figure. Table 5.1 Environment Monitoring NAME OF ANALYSIS FREQUENCY OF ANALYSIS NUMBER OF SAMPLE Stack Monitoring of each Stack Ambient Air Quality Monitoring Once in a month At all Stack Monthly for 24 hours or as per statutory conditions VOC Monitoring Twice in a year 3 Location once in a month 2 Locations in the work zone Industrial Effluent as per Norms Once in a month Once in a month Figure 5.2 EHS Management Unit Head EHS Manager Environmental Chemist ETP Chemist Supervisors/Operators October 2011 223 CHAPTER 6: ONSITE DISASTER MANAGEMENT PLAN M/s. Perfect Laminate 224 M/s. Perfect Laminate Onsite Disaster Management Plan 6.1 INTRODUCTION Disaster An emergency is said to have arisen when operations in the plant are not able to cope up with a potential hazardous situation i.e. loss of control of an incident cause the plant to go beyond its normal operating conditions, thus creating danger. When such an emergency evolves chain of events affect the normal working within the factory area and/ or which may cause injuries, loss of life, substantial damage to property and environment both inside and outside the factory and a disaster is said to have occurred. The various steps involves in the process of Disaster Management can be summarized as: Minimize Risk Occurrence (Prevention) Rapid Control (Emergency Response) Effectively Rehabilitate Damaged Areas (Restoration) Disaster Management Plan is involved by careful scrutiny and interlinking of: Types and causes of disaster Technical know-how Resource availability 6.2 TYPES OF DISASTER The various type of Disaster that may occur are: Due to the fire and Hurricane, cyclone and other natural calumniates. 6.2.1 Objectives of the Plan The plan is developed to make best possible of M/s. Perfect Laminate to: Rescue the victims and treat them suitable. Safe guard others (evacuating them to safer places). October 2011 225 M/s. Perfect Laminate Onsite Disaster Management Plan Contain the incident and control it with minimum damage. Identify the persons affected. Preserve relevant records and equipment needed as evidence incase on inquiry. Rehabilitate the affected areas. 6.3 IDENTIFICATION OF MAJOR HAZARDOUS From the preliminary risk assessment study presented in Chapter 6 of this report, some of the possible hazards are Methanol, phenol, melamine and caustic. 6.4 OBJECTIVES OF THE PLAN The plan will set into action immediately after a fire occurs inside the plant. However fire hazard will be restricted to fuel tank storage area only and hence to major disaster is envisage. 6.4.1 Basis of Plan M/s Perfect Laminate will prepare an onsite emergency plan. The basic guidelines of the plan are as given below: Informative broacher on emergency will be distributed to each staff member of the plant and telephone numbers of key personnel to be contacted during an emergency will be placed at all the operator placement point in the plan. Workers would be trained regularly on fire hazard drill, which will be organized once in a here mock drill from the safety and fire agency. We will install surrounding methanol storage area. 24 hours vehicle for service and in-plant first aid emergency kit would be provided. October 2011 226 M/s. Perfect Laminate Onsite Disaster Management Plan 6.4.2 Post Disaster Analysis and Evaluation When emergency is over, it is desirable to carry out a detailed analysis of the causes of the accident to evaluate the influence of various factors involved and to propose methods to eliminate them in future. Simultaneously, the adequacy of the disaster preparedness plan will be evaluated and any short comings will be rectified. 6.4.3 General Recommendations All non-routine work etc. should be carried out under a permit system. Adequate number of caution boards high lighting the hazards of chemicals to be handled, eye bath and emergency showers should be provided at critical location. Adequate number of absorbents should be placed at accessible locations in the tank farm area as well as in the pump house that would enable to contain spills immediately. Adequate color coding and labeling of the pipelines should be provided for easy identification of products proposed to be handled through them. The damage distance due to any failure could be reduced, by reducing the time required to stop the leak, which in turn would reduce the quantity of spillage. The response time could be reduced by installing /maintaining instruments, effective communication system, etc. It is recommended that rubber mats be provided in front of electrical panel of the entire plant with a view to prevent employees from receiving electric shocks. It is suggested that all type of fire extinguishers be placed at appropriate places for easy access in case of emergency. October 2011 227 M/s. Perfect Laminate Onsite Disaster Management Plan 6.4.4 The availability, organization, and utilization of resources for emergency. The organizational set-up necessary for chain of commands during emergency situation, which may arise in the premises, is given in Fig. 6.1. The system is described in following Subsections Figure – 6.1 Onsite Disaster Management Plan Factory Manager Safety officer Skilled person Un skilled person Functions and Responsibilities: Factory Manager He shall be the main guiding person for direct emergency operations. Safety officer The main responsibility of safety officer is safety management. The Safety management includes the implementation of prevention methods to avoid incident or accident and handling of emergency in case of accident. Skilled person He shall be responsible for the operation and maintenance. He shall be arranging the safety equipment accordingly. He shall be followed the instruction of supervisor and officer. October 2011 228 M/s. Perfect Laminate Onsite Disaster Management Plan 6.4.5 Emergency Response Room (Safety officer room) The place identified as Emergency Response Center will be considered as the Security Gate Office. The location of the Emergency Response Center may change in future as per convenience. The facilities available at the Emergency Response Center shall include: i. Internal Telephone ii. External Telephone iii. Manual Fire/Emergency Siren iv. Siren Actuation Switch v. Important Address and Telephone Numbers vi. Emergency Vehicles vii. Confined Space Entry Procedure viii. List of Antidote/actions to be taken in case of hazardous chemical/materials. ix. Material Safety Data Sheets of chemicals x. A copy of On-Site Disaster Management Plan All communications after General Shift working hours and on Sundays/ Holidays are to be routed through the Security Gate Office. General Rules 1. Follow sense of discipline and do not pain. 2. Do not rush and endanger your personnel safety 3. Use personnel protective equipment according to the situation 4. Do not block any passages, which may hinder the movement of emergency vehicles. 5. In case you have to shut down your plant operation, do it in an orderly manner as per standard operating procedures. 6. In situation when you have to leave your work and evacuate to identify places out of operating areas, do it in an orderly manner. 7. Follow instructions of the Safety officer. October 2011 229 M/s. Perfect Laminate Onsite Disaster Management Plan 8. Understand the Disaster Management Plan well and take interest in practice mock drill. 6.4.6 Fire Fighting Facilities A. Fire Buckets / Fire Extinguishers Fire buckets and portable fire extinguishers will be provided in all the areas depending upon the specific needs of the area. Some spare equipment will also be maintained in the inventory at an identified fire & safety equipment store. B. Fire Alarm Sirens It shall be provided to alert all the employees inside the premises about the situation of an emergency. C. Safety Equipment All types of personnel protective safety equipment required for handling the emergency are to be arranged in the M/s Perfect Laminate site. Some of the protective equipment is as follow: o Canister/Cartridge type masks o Dust Masks o PVC suits, Aprons o Safety showers/ Eye Wash fountains o Other personnel protective appliances, like safety glasses, gumboots, helmets, hand gloves, face shields, safety belts, safety ladders, safety torches. October 2011 230 M/s. Perfect Laminate Onsite Disaster Management Plan 6.4.7 Other Key Personnel All key personnel will wear red helmet for their identification and easy recognition. The responsibilities and duties of key personnel include. 1. Safety The safety officer/ supervisor will carry out the following To provide necessary equipment like fire fighting equipment (FFE) and personal protective equipment (PEE). To accompany factory inspector during investigation of the emergency. To train workers/ supervisors in safety and safe operating procedures. To assist the site main controller, incident controller in preparing a brief report of the incident. 2. Assembly Points: The assembly points for gathering non-essentials workers / persons will be fixed and will be clearly marked as per the wind direction. 3. Fire Control Arrangement: Fire fighting trained personnel will be made available in all the shifts. The responsibilities and duties include. To fight the fire with available internal fire fighting equipment and to stop leakage of liquid etc. To provide personal protective equipment to the team. To cordon the area and inform incident controller or site main controller about the development of emergency. To train personnel (essential workers) to use personal protective equipment and firefighting equipment. October 2011 231 M/s. Perfect Laminate Onsite Disaster Management Plan 4. Medical Arrangement: The responsibilities and duties include: To provide first aid to the affected persons, and, if necessary, send them to hospitals for further treatment. To keep a list of blood groupings ready and update. 5. Transport Evacuation Arrangement: For transportation of people, company’s vehicles, cars, rickshaws etc. will be utilized. October 2011 232 CHAPTER 7: Risk Assessment M/s. Perfect Laminate 233 M/s. Perfect Laminate Risk Assessment Index SR. NO. 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8 7.9 7.10 7.11 7.12 October 2011 CONTENTS INTRODUCTION OF COMPANY PLANT LAY OUT OBLECTIVE, PHILOSOPHY & METHODOLOGY OF RISK ASSESSMENT DETAILS OF RAW MATERIAL LIST OF FINISHED PRODUCT MANUFACTURING PROCESS 7.6.1 PHENOL FORMALDEHYDE RESIN: 7.6.2 MELAMINE FORMALDEHYDE RESIN: 7.6.3MELAMINE UREA FORMALDEHYDE RESIN 7.6.4 PHENOL UREA FORMALDEHYDE RESIN LIST OF HAZARDOUS CHEMICALS ALONG WITH THEIR TOXICITY LEVEL AS PER MSIHC RULES HAZARDS IDENTIFICATION & PREVENTIVE MEASURES 7.8.1 RAW MATERIAL STORAGE HAZARDS & CONTROLS 7.8.2 PROCESS HAZARDS AND CONTROLS 7.8.3 GENERAL HAZARDS & CONTROLS 7.8.4 PRECAUTIONS TO BE TAKEN DURING STORAGE & TRANSPORTATION OF HAZARDOUS CHEMICALS 7.8.5 ARRANGEMENT OF MONITORING PHENOL FORMALDEHYDE IN THE WORK ZONE 7.8.6 TREATING WORKMEN AFFECTED BY ACCIDENTAL PHENOL CONTACT ON SKIN RISK ASSESSMENT (CONSEQUENCES ANALYSIS FOR FAILURE SCENARIOS) / (MAXIMUM CREDIBLE ACCIDENT SCENARIOS) RISK REDUCTION MEASURES & RECOMMENDATION IN VIEW OF SAFETY CONSIDERATION 7.10.1 LOCATING THE PLANT IN OPEN AREA INSTEAD OF COVERED TO BE REVIEWED IN VIEW OF SAFETY CONSIDERATION 7.10.2 LOCATION OF PHENOL STORAGE SHOULD BE REVIEWED 7.10.3 RECOMMENDATION ON SITE EMERGENCY PLAN MSDS 7.12.1. FORMALDEHYDE 7.12.2 PHENOL 234 PAGE NO. 235 236 237 238 238 239 240 241 241 244 245 246 249 250 252 261 264 275 M/s. Perfect Laminate Risk Assessment 7.1 INTRODUCTION OF COMPANY M/s. Perfect Laminate is located at Survey No.28, Dhameda- Solaiya Road, Village: Anandpura, Taluka: Mansa, District: Gandhinagar, Gujarat. Company wish to manufacture Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Phenol Urea Formaldehyde Resin and Melamine Urea Formaldehyde Resin. Details of unit as follow. Sr. No. Details Compliance 1. Full Name and Address of : unit 2. Telephone No. : 3. Metrological Data : 4. Full Name and Address of : the Occupier 5. No. of Shift and Shift Timing : 6. 7. No. of Staff Emergency Facilities Nearest Railway station Nearest Police Station Nearest Fire Station Nearest Hospital/Dispensary : M/s. Perfect Laminate Survey No.28, Dhameda- Solaiya Road , Village : Anandpura, Taluka: Mansa, District: Gandhinagar, Gujarat. Mr. Mukeshbhai Patel Mobile No: 9825987547 Latitude : 23o32’ N Longitude : 72o46’ E Wind Direction :North Wind Speed : Min : 0.06 m/s Max: 1.00 m/s Avg : 0.72 m/s Mr. Mukeshbhai Patel B/19, TirupatiTulsiBunglows, Nr. Veg. Market, Kalol Road, Post.: Mansa, Dist.: Gandhinagar 2 shifts per day. Timing of Shift: a) 8 a.m. to 8 p.m. b) 8 p.m. to 8 a.m. 8 Nos. : : : : Gandhinagar Mansa (5.1 km) Mansa (5.2 km) Mansa (5.3 km) a. b. c. d. October 2011 235 M/s. Perfect Laminate Risk Assessment 7.2 PLANT LAYOUT October 2011 236 M/s. Perfect Laminate Risk Assessment 7.3 OBLECTIVE, PHILOSOPHY & METHODOLOGY OF RISK ASSESSMENT OBJECTIVE: The main objective of the Risk Assessment study is to determine damage due to major hazards having damage potential to life and property and provide a scientific basis to assess safety level of the facility. The secondary objective is to identify major risk in manufacture of chemicals, storage of chemicals and provide control though assessment. To prepare on- site, off site, disaster management plan for control of hazards. PHILOSOPHY: The main philosophy of risk assessment is to find out the real cause of accident and then based on it to suggest appropriate remedial measures to prevent its recurrence. Also find out unsafe action, negligence, omission or personal fault. METHODOLOGY: To find out the quantitative Risk Assessment study as follow. Identify Vulnerable Zone for toxic dispersion, pool fire, Tank on fire (Thermal Radiatio n), Flash Fire, and Explosion over pressure (Vapor Cloud Explosion) by using software. October 2011 237 M/s. Perfect Laminate Risk Assessment 7.4 DETAILS Of RAW MATERIALS Sr. No. 1. Name of the Raw Material Phenol Total Quantity MT /Month Physical State Capacity Storage Material of Construction 20 Liquid 5 KL Tank Industrial Tank 1 No. 2. Formaldehyde 36 Liquid 10 KL Tank Industrial Tank 1 3. Melamine 24 Solid -- Bags -- -- 4. T. G. Urea 9 Solid -- Bags -- -- 5. Methanol 12 Liquid 10 KL Tank Industrial Tank 1 6. Caustic 0.5 Solid -- Bags -- -- 7.5 DETAILS of FINISHED PRODUCTS Sr. No. Name of the Intermediate Product Total Quantity MT/Month Physical State Capacity Storage MOC No. 1 Phenol Formaldehyde Resin Semi Liquid 200 L Drum HDPE 2 2 Melamine Formaldehyde Resin Semi Liquid 200 L Drum HDPE 2 3 Phenol Urea Formaldehyde Resin Semi Liquid 200 L Drum HDPE 5 4 Melamine Urea Formaldehyde Resin Semi Liquid 200 L Drum HDPE 2 October 2011 60 MT/M 238 M/s. Perfect Laminate Risk Assessment 7.6 MANUFACTURING PROCESS 7.6.1 Phenol Formaldehyde Resin:  First all raw materials like phenol, formaldehyde & caustic will be added into closed vessel.  Stirring & heating will be done up to 60 C. After 60 C stop heating.  Reflux is done for 30 minutes up to 98 C.  Vacuum distillation will be started.  Water will be removed from the vessel as per the batch size.  Cooling will start up at 40 C.  Methanol will be added for dilution purpose.  Phenol Formaldehyde Resin will be ready for use in Laminate sheets. 7.6.2 Melamine Formaldehyde Resin:  First all the raw materials melamine & formaldehyde will be added in Limped reaction vessel.  Stirring & heating will be done upto 95 C for 1 Hr.  Cooling will start up at 40 C.  Melamine Formaldehyde Resin will be ready for use in Laminate sheets. 7.6.3 Melamine Urea Formaldehyde Resin  First of all Melamine, T. G. Urea & Formaldehyde will be added in the Reaction vessel.  pH will be adjusted to neutral by homogeneous mixing.  Stir for 1 hr. & also maintain temperature between 70 oC to 80 oC.  Water will be circulated & temperature should be maintained at 40 oC.  Product Melamine Urea Formaldehyde Resin will be packed for use. October 2011 239 M/s. Perfect Laminate Risk Assessment 7.6.4 Phenol Urea Formaldehyde Resin  First of all Phenol, T. G. Urea, Formaldehyde & Caustic will be added in the Reaction vessel.  pH will be adjusted to neutral by homogeneous mixing.  Stir for 1 hr. & also maintain temperature between 70 oC to 80oC.  Water will be circulated & temperature should be maintained at 40oC.  Product Phenol Urea Formaldehyde Resin will be packed for use. 7.7 LIST OF HAZARDOUS CHEMICALS ALONG WITH THEIR TOXICITY LEVEL AS PER MSIHC RULES Toxicity Level Sr. no. Chemical 1 Phenol 2 TLV 5 ppm Formaldehy 0.3 de LD50 Oral Mg/Kgs LD50 Dermal Mg/Kgs Flammable Limit LC 50 Mg/L 125 Caustic mg/ m3 UEL % 1. 7 8.5 FP 0 C 79(CC) Chemical Class (As per MSIHC Rules) BP 0 C Class (As per petroleum classification) 182 C Flammable, Toxic, Hazardous 96 B Flammable, Toxic, Hazardous 317 669 100 270 203 6 36. 5 N.A N.A N.A N. A N.A N.A 1388 -- Hazardous 6 36 12 64.5 A Very high flammable 2 3 LE L % 85(OC) 50(CC) 60(OC) 4 Methanol 200 5628 15800 64000 ppm / 4 hr 5 Melamine N.A 3161 1000 N.A N.A N.A 93.3 (CC) N.A -- Slightly flammable 6 Urea N.A 8471 N.A N.A N.A N.A N.A N.A -- Slightly flammable Note: CC: Close Cup OC: Open Cup N.A.: Not Available October 2011 240 M/s. Perfect Laminate Risk Assessment The Toxicity level of hazardous chemicals as per Manufacture, storage and import of Hazardous Chemical (Amendment) Rules, 2000 (MSIHC) is shown as below Toxicity Index As per MSIHC Rule 2000 Toxicity Oral Toxicity LD50 (Mg/Kg) Dermal Toxicity LD50 (Mg/Kg) Inhalation Toxicity LD50 (Mg/Kg) 1 Extremely Toxic <5 <40 <0.5 2 Highly Toxic >5- 50 >40-200 >0.5-2 3 Toxic >50-200 >200-1000 >2-10 Sr. No 7.8 HAZARD IDENTIFICATION AND PREVENTIVE MEASURES 7.8.1 RAW MATERIAL STORAGE HAZARDS AND CONTROLS: Sr. No. Name of Quantity material (Maximum) stored (1) Phenol 5 KL (1 Nos.) Operating pressure/te mperature NTP Hazard Rating Systems TLV – 5 PPM STEL-10 PPM NFPA Ratings: Health: 4; Flammability: 2; Instability: 0 Flash Point: 79.440C October 2011 Type of hazard / Risk involved Persons Affected  Toxic when  Operat contact with ors Skin  Mainte  Causes burns nance  Toxic if Technic swallowed ians  Irritating to Skin, Eyes and Respiratory System Control Measures  Dyke provision to storage tank  Safety boards displayed on the tank  Good ventilation must be provided.  For accidental contact  with skin, nearby provision of soapsuds  Use water spray to keep fireexposed containers cool. Wear a selfcontained breathing apparatus (SCBA) to prevent contact with thermal decomposition products.  Handling of Phenol with Safety glasses, hand gloves, gumboot 241 M/s. Perfect Laminate (2) Methanol 10 KL (1 Nos.) Risk Assessment NTP TLV – 200 PPM (8-hr TWA) STEL-250 PPM NFPA Ratings: Health: 1 Flammability: 3 October 2011  Highly  Operato Flammable rs  Toxic by  Mainte inhalation nance  Toxic when Technic contact with ians Skin  Toxic if swallowed  Danger of very serious irreversible effects.  Keep away from sources of ignition, tight closed container and dyke provision to storage tank  Safety board’s displayed on the tank  Effective ventilation must be provided.  For accidental contact if you feel unwell, seek medical advice immediately  Handling of Methanol with Safety gloves and protective clothing 242 M/s. Perfect Laminate (3) Formaldeh yde 10 KL Risk Assessment NTP TLV – 0.3 PPM (1 Nos.) NFPA Ratings: Health - 3 Flammability - 2 B Reactivity - 0 B B Flash Point: 500C October 2011  Flammable  Operators  Dyke provision to  Very toxic by  Maintenanc storage tank inhalation. e  Safety board’s  Very Technicians displayed on the toxic in contact tank with skin.  Good ventilation  Very must be provided toxic if  Trap & collect spills swallowed. with Sand or other  Causes burns. inert solids  Limited  Use an approved evidence of a gas mask in uncarcinogenic ventilated areas if effect. necessary because  Risk of of fumes. serious damage  Handling of to the eyes. Formaldehyde with  May cause Safety glasses, sensitization by Nitrile or butyl skin contact. rubber gloves 243 M/s. Perfect Laminate Risk Assessment 7.8.2 PROCESS HAZARDS AND CONTROLS: Name of hazardous process and operation Condenser Material in the process / operation Steam & Cooled Water Type of hazard possible toxic gas release / fire / explosion / run away reaction / rupture, etc. Bursting of Condensing tubes Cold burns Control measured provided a) b) c) d) e) f) Reactor Vessel Phenol Methanol Formaldehyde Exothermic Run-away reaction Release of Heat and Flammable gases Fire, Toxic gas release and Explosion a) b) c) d) e) f) g) h) i) j) k) Licensed Condensers Annual inspections Safety interlocks to be provided Safety and pressure gauge valves fitted Properly supported and protected against corrosion Testing of Jackets and joints of tubes regularly Raw Materials quantity must be controlled either volumetrically or gravimetrically. Process control devices must be installed includes the use of sensors, alarms, trips and other control systems that either take automatic action or allow for manual intervention to prevent the conditions for uncontrolled reaction occurring. High Temperature indicator valve and alarm system must be provided Auto cutoff system must be provided after reaching of predetermined maximum safe temperature. Pressure gauge is must provided. Safety Control valve is must be provided. The Vessel Emergency Relief vent should discharge to a suitably designed catch pot or should be so positioned that people working in the area and members of the public will not be in danger if the contents of the vessel are discharged. Use skilled worker Proper selection of MOC Mechanical seal in all pumps and reactors Transportation of finished product from vessel to storage tank through October 2011 244 M/s. Perfect Laminate Risk Assessment 7.8.3 GENERAL HAZARDS & CONTROLS: Type of Emergency Identification of Area Possible Causes Fire Tank farm area Toxic Gas Release Tank Farm Area and Reaction Vessel area Explosion All Material handling areas Material handling In Plant Fire due to Bottom nozzle failure Damage of FO storage tank Pump discharg e nozzle failure Unloadi ng road tanker hose rupture Cylinder blast Rupture of discharg e valve Rupture of gas cylinder body Bursting of pipeline s Vapor explosio n due to contact of spark to accumul ated flamma ble vapor in confined area Flamma ble, eye irritatin g Methanol, Phenol, Formaldehy de and Melamine Fire Protective System Storage and other Operation Area October 2011 Spillage and overflo w, Possible Results Major fire in the tank farm, it may spread all over the company and surrounding area May cause fatalities Major gas exposure in the company and /or surrounding area of the company which resulting in irritation to respiratory track eyes and suffocation. More inhalation results in fatalities. Improper discharge of static charge Use of non FLP equipment for solvent handling Metal to metal impact Electrical short circuit Open flame Fire and Hazards Fire Hazard health Preventive/ control Measures Licensed and isolated storage tank farm. Flame proof fittings. Earthling while unloading. Spark arrestor at main gate. Dip pipes on the tank for unloading. Provision of dyke. Earthling of tanks and pumps. Get approval form an explosive department for plan approval, equipment layout & emergency control measures. No electrical junction box close to storage materials. Hot work permit system followed for hot working in the ware house. Storage Tank stored under shed and good ventilated area. Procured by license holder party. Fitted with valve protection cap. Valve opened with special key. Loading/unloading done safely. Trained persons for Material Handling in Tank Farm and Storage Tank area. Periodic hydraulic testing through competent person by supplier Painted according to its color code. Flameproof electric installation areas & use spark less tools Isolated storage of Flammable material drums Hot work permit for hot working in the plant Earthling for human static charge Good ventilated area for Flammable material storage Trained employee Required PPE and Fire Protective equipment Provided Good engineering practice Separate storage are with dyke valve system provided Required Fire Extinguisher Provided Flame Proof Electrical Fitting Proper Earthling arrangement Fire Hydrant System with Jockey Pump Gas Detector 245 M/s. Perfect Laminate Risk Assessment 7.8.4 : PRECAUTION FOR STORAGE AND TRANSPORTATION OF HAZARDOUS CHEMICAL: For Storage: 1. Dyke wall shall be provided to all above ground storage tank. 2. Fire hydrant system shall be installed. 3. Safety shower and eye washer shall be installed near storage area. 4. Flame proof light fitting shall be provided at flammable storage area. 5. Proper selection of MOC for tank. 6. Sprinkler system shall be installed at flammable material storage area 7. Earthing /bonding shall be provided for static charges.. 8. Flame arrestor shall be provided on flammable material storage tank vent. 9. Level gauge and level measurement instrument shall be provided on material storage tank. 10.Lightening arrestor on all chimney and building shall be provided. 11.Hazardous material should be stored away from the plant and safe distance shall be maintained. 12.Safety permit system shall be followed for loading, unloading of hazardous chemical. 13.Fencing, caution note, hazardous identification board should be provided. 14.Only authorized person shall be permitted in storage tank area and register will be maintained. Precaution for storage for Formaldehyde: 1. Formaldehyde shall be stored in a tightly closed environment with protection against physical damage. 2. Storage shall be in cool , dry well-ventilated location away from any area where the fire hazard may be acute. 3. Outside or detached storage shall be done for formaldehyde storage and separate from incompatible. 4. Container shall be bonded and grounded for transfer to avoid static sparks. 5. Storage and use area shall be No smoking area. October 2011 246 M/s. Perfect Laminate 6. Use non-sparking type Risk Assessment tools and equipment, including explosion proof ventilation. 7. Special protective equipment for maintenance breaks in or where exposures may exceed established exposure levels. 8. Training to workers on washing hands, face, forearms and neck while existing restricted areas. 9. Training to workers on taking shower, disposing of outer clothing, change to clean garments at the end of the day. 10.Avoiding cross contamination of street clothes. 11.Protection from freezing. For Transportation: 1. Solvent shall be received by road tanker and stored in above ground storage tank in separated bulk storage area. 2. Loading and unloading procedure shall be prepared for material received through road tanker. 3. Earthing/bonding shall be provided for static charges.. 4. Flexible steel hose shall be used for unloading from the road tanker. 5. Flame proof electric motor shall be used during loading/unloading. 6. NRV shall be provided on pump discharge line. 7. Fixed pipeline with pumps shall be provided for transfer to vessel. 8. TERM CARD will be provided to all transporters and shall be trained for transportation Emergency of hazardous chemicals. 9. Personal Protective Equipment (safety goggles, hand gloves, apron, masks, gum boots etc.) shall be provided. October 2011 247 M/s. Perfect Laminate Risk Assessment Precaution for storage, transportation for Phenol. Action Plan for handling and safety system for handling hazardous chemical specially phenol. Step contemplated for dealing with transportation accident involving phenol: For Storage: 1. Separate from strong oxidant. 2. Keep it in well ventilated room. 3. Store in an area without drain or sewer access. 4. Provision to contain effluent from fire extinguisher. Action plan for handling and safety system: 1. Unload by gravitational flow pumping. Never used pressurized unloading. 2. Air Vent should be provided. 3. Avoid over heating which lead spillage and cause thermal expansion. 4. Used method for unloading truck or tanker, by pumping from top of vessel. 5. Alternative vessel may be unloaded from top by pressuring with compressed nitrogen or from bottom of pumping or nitrogen pressurization. 6. Any solidified material in vessel should be melted by applying low pressure (60 psig) steam or warm water to vessel heating coil. For Transferring: 1. Carbon steel piping used for transferring which better protection from corrosion. Aluminum, copper, brass should be avoided. 2. Standard ANSI – Type chemical process pump is recommended using single rotating bellow seal with carbon face running on a stationary silicon carbide seat. 3. Personal protective equipment should be used. 4. For prevention of fire : Alcohol resistant form, powder , water spry form , dry chemical and CO2media used for fire fighting. 5. Use of term card. 6. For prevention of explosion: Providing cooling by spraying with water. October 2011 248 M/s. Perfect Laminate Risk Assessment Step contemplate for dealing with transportation accident with phenol 1. Medical attention should be providing. 2. Remove contaminated cloth. 3. Rinse with water. 4. Apply antidotes. 7.8.5 :ARRANGEMENT FOR MONITORING OF PHENOL FORMALDEHYDE AT WORK ZONE AREA: Sources: operators could be exposed due to mechanical failure of hoses or seals and failure to ensure all hatches and chutes are closed. Exposure could also occur during the following activities or events: sample collection and testing, truck loading and unloading, filling of drums, equipment cleaning and maintenance, opening of tanks and equipment, and spills. All activities from glue spreading, prelay and hot press operating. Method of Testing: NIOSH, National Institute for Occupational Safety and Health Method 2541 Duration of sampling: 6-10 hours Method for Monitoring: Formaldehyde and phenol will monitored in the workplace air. Formaldehyde will measured both in the breathing zones of the workers and at stationary sampling sites. Phenol was used as a marker agent for dermal exposure due to its near-non volatility at the temperatures occurring during the present study and to its ready absorption through the skin, causing systemic exposure in addition to local skin rashes. Sampling and analytical methods were developed to measure the dermal exposure to phenol. Sampling was accomplished with whole-body dosimeter using Tyvek coveralls and cotton gloves. In addition, a liquid chromatography method was developed for the analysis of phenol from dermal exposure samples October 2011 249 M/s. Perfect Laminate Risk Assessment Benefit of monitoring: 1. To control potential risk to health. 2. The provide controls measures by using following. a. Elimination b. Substitution c. Engineering controls d. Safe work practices (Administrative practices) e. Personal protective equipment 7.8.6 :TREATING WORKMEN AFFECTED BY ACCIDENTAL PHENOL CONTACT ON SKIN :  Hazards With Acute Exposure Contact with skin may cause severe burns or systemic poisoning. Systemic effects may occur from any route of exposure, especially after skin absorption.  Hazards With Chronic Exposure Repeated or prolonged skin exposure to phenol or vapors from heated phenol may cause headache, nausea, dizziness, diarrhea, vomiting, shock, convulsions, and death. Phenol affects the central nervous system, liver, and kidneys.  Special Safety Precautions Phenol should be used with adequate ventilation to minimize inhalation. When heating phenol, use a water bath inside a chemical fume hood. NEVER heat or melt phenol in an incubator, microwave, drying oven, or similar appliance. October 2011 250 M/s. Perfect Laminate Risk Assessment Prevent contact with skin by wearing neoprene gloves, lab coat, and resistant apron. Wear safety glasses or a face shield if splashing may occur. Store in a cool, dry, well-ventilated area, away from heated surfaces or ignition sources. Skin contact requires immediate washing of the affected area with soap and water. Remove contaminated clothing and launder before wearing again. When phenol is heated, it can react vigorously with oxidizing agents. Phenol waste should be placed in a properly labeled glass bottle with a securely sealed lid.  Procedure for treating workmen after skin contact Skin contact with phenol requires immediate flushing of the contaminated area with soap and water at a sink or emergency shower for a good fifteen minutes. Remove contaminated clothing. In case of eye contact, promptly flush the eyes with copious amounts of water for 15 minutes (lifting upper and lower lids occasionally) and obtain medical attention. If phenol is ingested, obtain medical attention immediately. If large amounts of phenol are inhaled, move the person to fresh air and seek medical attention at once. It is recommended to provide the safety shower and eyewash station in plant.  Antidotes for phenol Poly Vinyl pyrrolidone (PVP). Polyethylene glycol 300 or 400 Ethanol October 2011 251 M/s. Perfect Laminate Risk Assessment 7.9 RISK ANALYSIS AND CONSEQUENCE ANALYSIS RISK ANALYSIS AND CONSEQUENCE ANALYSIS The consequence analysis has been done for selected scenarios. This has been done for weather conditions having wind speed 0.72 m/s. Software used for calculation- ALOHA (Areal locations of Hazardous atmospheres) Aloha is a computer program designed especially for use by people responding to chemical accidents, as well as for emergency planning and training. ALOHA can predict the rates at which chemical vapors may escape into the atmosphere from broken gas pipes, leaking tanks and evaporating puddles. It can then predict how a hazardous gas cloud might disperse in the atmosphere after an accidental chemical release. ALOHA is an air dispersion model, which you can use as a tool for predicting the movement and dispersion of gases. It predicts pollutant concentrations downwind from the sources of a spill, taking into consideration the physical characteristics of the spilled material. ALOHA also accounts for some of the physical characteristics of the release site, weather conditions, and the circumstances of the release. Like many computer programs, it can solve problems rapidly and provide results in a graphic, easy to use format. This can be helpful during an emergency response or planning for such a response. ALOHA provide output as amount of chemical discharged from the source as well as its concentration in air it takes into account different levels of concentrations for a specified chemical. October 2011 252 M/s. Perfect Laminate Sr. Short description No. of scenario 1 2 Release from damage of formaldehyde storage tank (10 KL) Release from damage of methanol storage tank (10 KL) October 2011 Risk Assessment Chemical Involved Type of Risk Probability Concentration Very unlikely 0.7 ppm 4.2 ppm Formaldehyde Flammable area of Vapour Cloud Toxic Effect Very unlikely Methanol Thermal Radiation from pool fire Very unlikely Damage Distance from source Greater than 10 Kilometer 0.9 ppm 14 ppm 56 ppm Greater than 10 Kilometer pain within 60 sec 89 meter 2nd degree burns within 60 sec 61 meter potentially lethal within 60 sec 45 meter 253 M/s. Perfect Laminate Risk Assessment INPUTE DATA FOR ALOHA ARE AS BELOW: SITE DATA: Location: PERFECT LAMINATE, MANSA, INDIA Building Air Exchanges per Hour: 0.30 (unsheltered single storied) Time: February 11, 2012 1858 hours ST (using computer's clock) CHEMICAL DATA: Chemical Name: METHANOL AEGL-1 (60 min): 530 ppm Molecular Weight: 32.04 g/mol AEGL-2 (60 min): 2100 ppm AEGL-3 (60 min): 7200 ppm IDLH: 6000 ppm LEL: 71800 ppm UEL: 365000 ppm Ambient Boiling Point: 64.7° C Vapor Pressure at Ambient Temperature: 0.18 atm Ambient Saturation Concentration: 183,687 ppm or 18.4% ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 0.72 meters/second from N at 3 meters Ground Roughness: open country Air Temperature: 26.8° C No Inversion Height Cloud Cover: 0 tenths Stability Class: F Relative Humidity: 78% SOURCE STRENGTH: Leak from hole in vertical cylindrical tank Flammable chemical is burning as it escapes from tank Tank Diameter: 7.78 meters October 2011 Tank Length: 2.1 meters 254 M/s. Perfect Laminate Risk Assessment Tank Volume: 99,832 liters Tank contains liquid Internal Temperature: 26.8° C Chemical Mass in Tank: 74.3 tons Tank is 86% full Circular Opening Diameter: 0.6 meters Opening is 1.25 meters from tank bottom Max Flame Length: 23 meters Burn Duration: 8 minutes Max Burn Rate: 2,850 kilograms/min Total Amount Burned: 20,671 kilograms Note: The chemical escaped as a liquid and formed a burning puddle. The puddle spread to a diameter of 60 meters. THREAT ZONE: Threat Modeled: Thermal radiation from pool fire Red : 45 meters --- (10.0 kW/(sq m) = potentially lethal within 60 sec) Orange: 61 meters --- (5.0 kW/(sq m) = 2nd degree burns within 60 sec) Yellow: 89 meters --- (2.0 kW/(sq m) = pain within 60 sec) October 2011 255 M/s. Perfect Laminate October 2011 Risk Assessment 256 M/s. Perfect Laminate Risk Assessment SITE DATA: Location: PERFECT LAMINATE, MANSA, INDIA Building Air Exchanges Per Hour: 0.30 (unsheltered single storied) Time: February 11, 2012 1905 hours ST (using computer's clock) CHEMICAL DATA: Chemical Name: FORMALDEHYDE AEGL-1 (60 min): 0.9 ppm IDLH: 20 ppm Molecular Weight: 30.03 g/mol AEGL-2 (60 min): 14 ppm LEL: 7 ppm AEGL-3 (60 min): 56 ppm UEL: 73 ppm Ambient Boiling Point: 97.9° C Vapor Pressure at Ambient Temperature: 1.01e-005 atm Ambient Saturation Concentration: 10.1 ppm or 0.0010% Note: Not enough chemical data to use Heavy Gas option ATMOSPHERIC DATA: (MANUAL INPUT OF DATA) Wind: 0.72 meters/second from N at 3 meters Ground Roughness: open country Air Temperature: 26.8° C No Inversion Height Cloud Cover: 0 tenths Stability Class: F Relative Humidity: 78% SOURCE STRENGTH: Direct Source: 20 liters/sec Source Height: 0 Source State: Liquid Source Temperature: equal to ambient October 2011 257 M/s. Perfect Laminate Risk Assessment Release Duration: 1 minute Release Rate: 153 kilograms/sec Total Amount Released: 9,193 kilograms THREAT ZONE: (GAUSSIAN SELECTED) Model Run: Gaussian Red : greater than 10 km --- (56 ppm = AEGL-3 (60 min)) Orange: greater than 10 km --- (14 ppm = AEGL-2 (60 min)) Yellow: greater than 10 km --- (0.9 ppm = AEGL-1 (60 min)) October 2011 258 M/s. Perfect Laminate October 2011 Risk Assessment 259 M/s. Perfect Laminate October 2011 Risk Assessment 260 M/s. Perfect Laminate Risk Assessment 7.10 RISK REDUCTION MEASUREMENT& RECOMMENDATION IN VIEW OF SAFETY CONSIDERATION 7.10.1 LOCATING THE PLANT IN OPEN AREA INSTEAD OF COVERED TO BE REVIEWED IN VIEW OF SAFETY CONSIDERATION Storage tank of phenol, Formaldehyde and methanol should be installed away from the plant area. Wind indicator should be provided at the highest level of the plant to know the wind direction. Automatic sprinkler system for the flammable material tanks (over ground tanks only) may be provided as knock on effect in case of fire is possible. Nitrogen inserting must be ensured whenever handling flammable materials or those with incompatibility with air. Similarly breaking vacuum in presence of flammable vapors MUST be with Nitrogen only and never air. This must be ensured. N2 cylinders must be kept in sufficient supply. Containment dykes with proper sloping and collection sumps should be provided so that any spillages in the bulk storage and other handling areas shall not stagnate and shall be quickly lead away to a safe distance from the source of leakage. This reduces the risk of any major fire on the bulk storages and the risk to the environment shall be minimized/ eliminated. Inspection of the storage tanks as per prefixed inspection schedule for thickness measurement, joint and weld efficiency etc. Provision of flameproof electrical fittings / equipment’s. Comprehensive color code scheme to identify different medium pipes. Proper maintenance of earth pits Strict compliance of security procedures like issue of identity badges for outsiders, gate passes system for vehicles, checking of spark arrestors fitted to the tank lorries etc. Strict enforcement of no smoking. Periodic training and refresher courses to train the staff in safety fire fighting. Many operations involve use of highly toxic/flammable materials and this need to be documented as SOPs. These must be made and kept updated on priority. October 2011 261 M/s. Perfect Laminate Risk Assessment Extensive training on use of Self Contained Breathing apparatus (SCBAs) must be ensured for emergency control. Small leaks could occur frequently in routine operations. They should be attended to immediately as they could escalate. This must be addressed. All interlocks should be kept and maintained in working condition at all times. Some interlocks, in case the need arises, requiring temporary isolation, may be only disarmed after a proper procedure is followed and action is initiated at the highest level. Emergency procedures should be well rehearsed and state of readiness to be achieved. This is most important. 7.10.2 LOCATION OF PHENOL STORAGE SHOULD BE REVIEWED Storage tank for phenol should be provided away from the plant area. Wind indicator should be provided at the highest level of the plant to know the wind direction. Separation distance should be provided. Dyke Wall should be provided. Flame arrestor should be provided. Ear thing and bonding will be provided. Automatic Sprinkler system 7.10.3 RECOMMENDATION Many of the raw materials used for resin are either toxic or flammable. It is therefore important to ensure that these materials are stored in closed, well ventilated totally safe areas. A fire alarm system (heat and smoke detection) should be provided for the storage area where the material is stored as toxic fumes arise on combustion. Automatic sprinkler system for the flammable material tanks (over ground tanks only) may be provided. October 2011 262 M/s. Perfect Laminate Risk Assessment Loose drums of waste materials, often solvent laden, must be removed from the working areas and close watch kept. Proper Ear thing for all (particularly glass lined reactors) needs to be provided through plug type systems or through the agitators/liquid. Solvent lines need to be electrically continuous-this may be ensured through provision of jumpers across flanges etc. in addition, when draining into drums, electrical continuity must be ensured as the drum filling could result in static charge-necessary ear thing rods/electrodes may be provided and a safe Operating Procedure (SOPs) prepared. Ventilation should be provided for any enclosed are where hydrocarbon or toxic vapors may accumulate. Several such areas were noticed- these may be surveyed and tackled accordingly. All personnel should be trained in handling emergency situations and should be apprised of their role in handling emergency situation and to ensure adequacy of the emergency procedures simulated exercise should be carried out. This was found wanting. By reducing the time required to stop the leak which in turn would reduce the quantity of spillage. The response time could be reduced by installing / maintaining instruments, effective communication system etc. Adequate number of caution boards highlighting the hazards of chemicals should be provided at critical locations. In locations where flammable vapors may be present, precautions should be taken to prevent ignition by eliminating / containing source of ignition. Source of ignition may include open flames, lightening, smoking, cutting and welding operations, lighting / hot surfaces, frictional heat, sparks (static, electrical and mechanical, spontaneous and radiant heat. Housekeeping, as discussed earlier, plays major role. Structural fireproofing in the process area could be considered as a safety measure in the light of probable spill and fires in the area. Educational activities for workers and contractor staff need further efforts- in addition, disclosure of information to public is mandatory and programs aimed at educating staff, workers, public within the vulnerable area etc. must be initiated in all seriousness. October 2011 263 M/s. Perfect Laminate Risk Assessment Emergency drills should be carried out periodically to ensure preparedness must continue. All hot/cold work jobs should be done with proper permit system. FOLLOWING FIRE SAFETY DEVICES ARE PROVIDED TO PROTECT FROM ANY MALFUNCTIONING OF PLANT EQUIPMENTS.FOLLOWING FIRE PROTECTION SYSTEMS ARE PROVIDED.  Water storage of adequate capacity to meet the requirements of water for firefighting purposes.  Fire hydrants and automatic sprinkler system. Diesel driven pumps and headers to supply water to fire hydrant network.  Adequate Portable fire extinguishers, sand bucket, wheeled equipment should be provided at the required places.  Equipment required for personal safety like blankets, gloves, apron, gum boots, face mask helmets, safety belts, first aid boxes etc. are provided. Proximity suits and self-contained breathing apparatus to be provided. 7.11 ON SITE EMERGENCY PLAN INTRODUCTION: An emergency in the premises has the potential to cause serious injury or loss of lives or extensive damage to the property and/or environment and serious disruption both inside and outside the plant. In such cases sometimes outside agencies are required to call for help in handling the situation. The causative factors like plant/equipment failure, human error, earth quake, sabotage etc. will normally manifest in various forms viz. Fire, Explosion, Toxic release, structure collapse etc. October 2011 264 M/s. Perfect Laminate Risk Assessment This OEP lays down the code of conduct of all personnel in the Plants and the procedures to be adopted by them in the event of an "Emergency". These procedures have been prepared taking into account the minimum strength of manpower available at all times in the premises. The individuals under the direction of the respective Team Leaders shall carry out the responsibilities assigned. The emergency procedures outlined are suitable for round the clock coverage including holidays. These emergency procedures shall be followed as outlined in the OEP during general shifts as well. OBJECTIVES: The overall objectives of OEP are: To control the situation and if possible eliminate as quickly as possible. To avoid confusion/panic and to attend the emergency with clear-cut line of action. To minimize the loss of property to the plant as well as to our neighborhood. To safe guard the non-affected areas. To alert the neighborhood. To arrange head-count and rescue operations. Treatment of the injured. To safeguard others by timely evacuation. To prevent any cascade of emergencies. DEFINITION: Environment as defined u/s 2(a) of the environment Protection Act includes water, air and land and the inter relationship which exists among and between water, air and land and human beings, other living creatures, plants, micro organism and property. Environment pollutant defined by the same Act as any solid, liquid or gaseous substances present in such concentration as may be tend to injurious to atmosphere. Hazardous substance is also defined by the same Act and hazardous process is defined by sec.2 (cb) of the Factories Act. 1948. October 2011 265 M/s. Perfect Laminate Risk Assessment Hazard is a physical situation, which may cause human injury, damage to property or the environment or any combination of these criteria. Chemical Hazard is a hazard due to chemical (including its storage, process, handling etc.) and it is realized by fire, explosion, toxicity, corrosivity, radiation etc. Risk is a likelihood of an undesired event (i.e. accident, injury or death) occurring within a specified period or under specified circumstances. Individual risk is the frequency at which any individual may be expected to sustain a given level of harm from the realization of specific hazards. Social risk is a measure of chances of a number of people being effected by a single event or set of events and is often presented as f/n curves (i.e. frequency v/s number of people effected) The on-site emergency plan will deal with measures to prevent and control emergencies affecting public and the environment outside the premises. The manufacturer should provide the necessary information on the nature, extent and likely effects of such incidents. Disaster is a catastrophic situation in which the day-to-day patterns of life are, in many instances, suddenly disrupted and people are plunged into helplessness and suffering and as a result need protection, clothing, shelter, medical and social care and other necessities of life, such as: i. Disasters resulting from natural phenomenon like earthquake, volcanic eruptions, storm, surges, cyclones, tropical storms, floods, landslides, forest fires and massive insect infestation. Also in this group, violent draught which will cause a creeping disaster leading to famine, disease and death must be included. ii. Second group includes disastrous events occasioned by man, or by man’s impact upon the environment, such as armed conflict, industrial accidents, factory fires, explosion and escape of toxic gases or chemical substances, river pollution, mining and other structural collapses; air, sea, rail and road transport accidents, aircraft October 2011 266 M/s. Perfect Laminate Risk Assessment crashes, collision of vehicles carrying inflammable liquids, oil, spills at sea, and dam failures. ACCIDENT: An accident is an unplanned event, which has a probability of causing personal injury or property damage or both. It may result in physical harm (injury or disease) to person (s), damage to property, loss to the company, a near miss or any combination of the effect. A Major accident is a sudden, unexpected, unplanned event, resulting from uncontrolled developments during and industrial activity, which causes or has a potential to cause i. Serious adverse effects immediate or delayed (death, injuries, poisoning or hospitalization) to a number of people inside the installations and/ or to persons outside the establishment. ii. Significant damage may be caused to crops, plants or animals or significant contamination of land waters or air. iii. An emergency intervention outside the establishment (evacuation of local population, stopping of local traffic). iv. Any combination of above. October 2011 267 M/s. Perfect Laminate Risk Assessment EMERGENCY: An emergency is the situation, which has potential to cause a large-scale damage or destruction to life or property or Environment or combination of these within or outside the factory. Therefore it is essential to have a laid down procedure to meet emergency systematically. In any industry, emergency can arise at any moment and this depends on the type of:  Structure  Raw materials  Machines  Nearby Industries  Location of the Industry etc. NATURE OF EMERGENCY: The "Emergency" specified in this plan will refer to occurrence of one or more of the following natural/manmade events.  Fire  Explosion  Release of Toxic Gas/Vapour  Spillage of flammable liquid /gas  Deliberate Sabotage, Terrorism, Air Raid etc.  Natural Calamities: - Lightening, Storm, Earthquake, Flood etc.  Collapsing of structure  Overturning of tanker containing flammable / toxic substances. MEDICAL HELP: First Aid Boxes have been provided at various strategic locations. Requisite number employees are trained about First Aid, Liaison with nearest hospitals in Kadi / Kalol. October 2011 268 M/s. Perfect Laminate Risk Assessment COMMUNICATION SYSTEM:  Alarm Raising for Emergency by blowing the sirens installed  The siren will be used for raising the emergency alarm and also for all clear signals.  Emergency Siren: The wailing alarm will be sounded intermittently at fixed interval of 30 seconds for a period of two minutes in case of emergency, such alarm will signify the employees that an emergency has occurred and that the emergency services should be put into operation.  Incident Controller after assessing the situation will declare that emergency is over. Till the Incident Controller issues the declaration, all the leaders will adhere to the task and be present at the prescribed location.  All clear signal will be sounded through continuous siren for 1 minute. Even after the emergency is over a skeleton staff of the Rescue/Evacuation Team will be available at the site of emergency for at least 30 minutes to ensure that the situation is absolutely free from danger.  After the emergency is over, all the team leaders should meet at the Emergency Control Center and each team leader should submit a report to the Incident Controller about team performance and other details observed.  In addition to the above systems, Internal telephones, P.A.System, Mobile telephones, Computer System etc. will be used for communication.  If situation is beyond the control, the external agencies will be informed accordingly and asked for the help. Direct telephone, cell phone or messengers / runners may achieve this. ASSEMBLY POINT: In case of emergency some locations are considered as Assembly Points. Depending on the wind direction and location of emergency, Assembly Point will be declared. The employees should run across the wind direction and not against the wind direction. October 2011 269 M/s. Perfect Laminate Risk Assessment Depending upon the location of the emergency the Incident Controller will fix the Assembly Point and Officer will announce the location of the Assembly Point. Employee’s attendance, visitors and contractors workmen register will be made available at the Assembly Point for head count. EMERGENCY CONTROL CENTER: Factory Manager Office will be declared as an Emergency control center. Emergency control center is facilities with: 1. Address and Telephone numbers of the Factory Inspectorate, Gujarat Pollution Control Board, Police, Fire Brigade, Hospitals and OEP Team Members 2. Plant layout-indicating storage of hazardous materials, layout of fire Hydrants/extinguishers, entrances/exits, roads etc. 3. Portable P.A. System, Manual Siren, flood lights, Torches, Pickaxe, Saw, Nylon Ropes. 4. Fire Blankets / Fire Proximity Suit, Breathing Apparatus, First Aid Box etc. 5. List of employees with address, telephone number, blood group etc. 6. Material Safety Data Sheets of all chemicals handled. WIND SOCKS: Wind direction will be determined with the help of installed windsocks. MOCK DRILL: Mock drills are carried out regularly to familiarize the staff with their roles, fire protection equipment/system installed in the plant and use of personnel protective equipment. Senior officials monitor this and shortcomings are thoroughly studied and necessary corrective measures are taken. PROCEDURES FOR MOCK DRILLS Inform all the employees about mock drills and the signal to be given. Fix the date and location of the emergency for mock drills. October 2011 270 M/s. Perfect Laminate Risk Assessment Mock drills will be monitored by observers. Raise the siren for emergency. After hearing the siren the Incident Controller, Site Controller, Officers and Team Members should actuate the “On-site Emergency Plan”. PROCEDURE ON NOTICING AN EMERGENCY If anybody notices any situation, which may lead to a disaster, should be immediately inform the Shift In-charge / site controller / Incident Controller / Fire & Safety Supervisor / Security. Take charge of the situation as Incident Controller. Rush to the site of emergency to get the correct picture and then to Emergency Control Center for speedy control over the situation by making an arrangement for raising the alarm. On arrival of Team members, he shall assign duties as required and activate the On-Site Emergency Plan. Ensure safety of the plant and the personnel in the plant. He will make an assessment of the emergency and decide on external assistance. Communicate and Coordinate among the Incidents Controller/ Site Controller/ Factory manager/ fire safety supervisor etc. and will be the final authority on all matters related with management of emergency such as:  Fire fighting.  Welfare and rescue operations.  Arrange for Civil/Mechanical/Electrical work during emergency.  Transport. INCIDENT CONTROLLER / SITE CONTROLLER: Rush immediately to the scene of the fire/emergency, select and set out appropriate fire/emergency equipment. He will take the below mentioned actions at the earliest opportunity, if the fire/emergency is not controlled. October 2011 271 M/s. Perfect Laminate Risk Assessment He will, Call the security personnel from their residences for additional manpower if required. Regulate entry and exit of personal required for controlling the fire/emergency. Restrict exit of personal required for controlling the fire/emergency. Arrange for Personnel Protective Equipment required for the emergency. Call, the local Fire Brigade, Police in case of necessity in consultation with the Incident Controller. Arrange transport facilities for removal of causalities to dispensary / hospital. Take responsibility of law and order. Keep detailed records of the incident and progress of operations to fight the emergency. FACTORY MANAGER: He will rush to the Emergency Control Centre and collect the information from the Incident Controller. Further he will, Announce the location of the Assembly Point after getting information from Incident Controller / site controller. Take the list of persons to be communicated internally and externally. Maintain liaison with the press, government agencies i.e. Police, Fire Brigade etc. and the neighborhood regarding the emergency under instructions from Incident Controller. Courteously Receive officers from the State Government or neighbors to the Administration Block only and inform to Incident Controller that they can be taken care off. Take all the steps required for the welfare such as providing tea, snacks, emergency temporary Medical Center in consultation with the incident controller/site controller. Disclose all the necessary information in the plant and media so as to avoid rumors and confusion. Also be responsible for the head counts at the Assembly Points. October 2011 272 M/s. Perfect Laminate Risk Assessment FIRE & SAFETY SUPERVISOR/ SHIFT INCHARGE & SECURITY: Proceed to the scene; establish contact with firemen and incident controller to supplement efforts in fire fighting. Assist in searching casualties and help to remove them to the medical center. Organize outside assistance in fire fighting and rescue operations if required. Mobilize personal protective equipment and safety appliances and assist personnel handling emergency in using them. Keep and check on any new development of unsafe situation and report the same to Site Main Controller. Collect and preserve evidence to facilitate future inquiries. Effectively cordon off the emergency area and will prevent unauthorized people entering the scene. Permit the Fire tenders or Ambulance requisitioned by Incident Controller to the plant. Ensure that vehicles and lorries are sent out of the plant premises. Ensure that all the employees are conducted out of plant and assembled at Assembly Point. Control Traffic Movement. Remove tankers, tanker drivers outside. Entry of unauthorized public to be prevented. Arrange for vehicles for shifting casualties and essential workers to safe assembly points. ENGINEERING/ OPERATION & MAINTENANCE: Ensure the safety of the remaining part of the plant. Take necessary steps for plant shutdown in consultation with the site controller. Ensure that an Operator is immediately available at the Water Pump House for fire fighting. Mobilize with necessary tools and tackles to handle any repair work on an emergency basis. October 2011 273 M/s. Perfect Laminate Risk Assessment ALARM & SIREN EMERGENCY SIREN TONE :In case of emergency the siren will be blown as below FIRE CODE … ______ O ______ O _____ O _____ O ______ O __ __ ___ ___ __ 15 sec 15 sec 15 sec 15 sec 15 sec Five Times Above code repeats GAS LEAK … twice ( Ten Times) ____ O ___ O ___ O ___ O ___ O ____ O ____ O _ _ _ 15 15 15 15 15 15 sec sec sec sec sec sec 15 sec ____ O _____ O ____ O _ _ 15 sec 15 sec 15 sec ALL CLEAR :- Continuous sound for one minute _______________________________________ TESTING … Second Day of every month at 11.00 hrs … Fire Code followed by All clear siren. PLACE OF ITS LOCATION: October 2011 274 M/s. Perfect Laminate Risk Assessment Report 7.12. Mater Safety Data Sheets 7.12.1 MSDS of Formaldehyde October 2011 275 M/s. Perfect Laminate October 2011 Risk Assessment Report 276 M/s. Perfect Laminate October 2011 Risk Assessment Report 277 M/s. Perfect Laminate October 2011 Risk Assessment Report 278 M/s. Perfect Laminate October 2011 Risk Assessment Report 279 M/s. Perfect Laminate October 2011 Risk Assessment Report 280 M/s. Perfect Laminate October 2011 Risk Assessment Report 281 M/s. Perfect Laminate October 2011 Risk Assessment Report 282 M/s. Perfect Laminate Risk Assessment Report 7.12.2 MSDS of Phenol October 2011 283 M/s. Perfect Laminate October 2011 Risk Assessment Report 284 M/s. Perfect Laminate October 2011 Risk Assessment Report 285 M/s. Perfect Laminate October 2011 Risk Assessment Report 286 M/s. Perfect Laminate October 2011 Risk Assessment Report 287 M/s. Perfect Laminate October 2011 Risk Assessment Report 288 Annexure-A Executive Summary – English Page No:289-300 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) EXECUTIVE SUMMARY 1. INTRODUCTION We are having an new unit in the name of M/s. Perfect Laminate, located at Survey No.28, Dhameda- Solaiya Road, Village : Anandpura, Taluka: Mansa, District : Gandhinagar, Gujarat for production of Laminated sheet and intermediate chemical resin product like Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Melamine Urea Formaldehyde Resin, Phenol Urea Formaldehyde Resin as per market demand. The proposed product Laminated sheet (40,000 Nos. /Year) will be manufactured from the intermediate resin products Phenol Formaldehyde Resin, Melamine Formaldehyde Resin, Melamine Urea Formaldehyde Resin, Phenol Urea Formaldehyde Resin (60 MT/Month). Proposed unit will manufacture resins for production of laminated sheets within its premises and for sale outside. In this inception, the EIA Study is carried out as a part of process to obtain Environment Clearance Certificate for the proposed project. LEGAL REQUIREMENT: The proposed product Laminated sheets does not attracts environmental clearance from Ministry of Environment and Forests (MoEF), New Delhi but the intermediate product Phenol formaldehyde resin and melamine formaldehyde resin falls under clause No.5 (f) of category “A” as stated in Environment Impact Assessment Notification published on 14th September 2006 and hence the project proponent has to obtain the environmental clearance from the, New Delhi. October 2011 289 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) EXTENT OF STUDY AREA This study is a Rapid Environment Impact assessment (EIA), and based on studies carried out during the winter season (i.e. October to December) of year-2011. The environmental attributes (ambient air, water, soil, noise, flora / fauna and socioeconomic environment) selected for study are those, which are likely to be affected by the project. The study area is defined as an area within 5.0 kms radius around site located. (As per the terms of reference approved by MoEF-New Delhi Vide their letter No wide latter No. J-11011/248/2010-IA II (I) dated 14th November, 2011. METHOD OF STUDY The study is based on guidelines which are provided by MoEF. And also try to identify the impacts on environmental different parameters which are caused by nature of activities conducted for the project. It subsequently suggested mitigation measures to be executed for safeguarding against any environmental degradation. Finally, it suggests methods of implementing the environmental management plan. 2. PROJECT DESCRIPTION 2.1 Project Cost Total Project Cost: 150 Lacs Lamination manufacturing cost: 70 Lacs Resin manufacturing cost : 80 Lacs 2.2 Product list: The proposed product is going to be manufactured along with their capacities are shown in following table. October 2011 290 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) Details of Proposed Product. Sr. No. Name of Product 1 Laminated Sheets Qty 40,000 Nos./Month List of Proposed Intermediate Products Sr. No. Name of Intermediate Product 1 Phenol Formaldehyde Resin solvent 2 Melamine Formaldehyde Resin solvent Qty T/Month 1month = 25 working day 60 3 Phenol Urea Formaldehyde Resin 4 Melamine Urea Formaldehyde Resin 2.3 2.3.1 FUEL AND ENERGY REQUIREMENT FUEL AND UTILITY The unit proposes to use White Coal/ Imported Coal / Lignite as a fuel for Steam Boiler and HSD for DG Set and for the requirement they are going to utilization of Fire Wood/ White Coal/ Imported Coal / Lignite is 1 MT/Day & HSD of 200 L /Month. 2.3.2 POWER Total Power requirement for the proposed project is estimated as 75 HP, which will be fulfilled from the grid power supplied by Uttar Gujarat Vij Company Ltd (Sub division of GEB). 2.3.3 WATER REQUIREMENT Total water required: 12700 L/Day (6200 L utilities + 2250 L domestic + 4250 L gardening) Source: bore well October 2011 291 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) Industrial wastewater generation: 950 L/day is because of the water is not going to use for any production. Domestic wastewater: 2000 L/day Total water requirement shown in below diagram, Total : 12700 Liter/ Day Domestic Use 2250 Lit/day Drinking use 250 lit/Day Gardening 4250 L/D 2000 Lit/day goes to soak pit through septic tank Cooling 200 Lit/day Industrial Use 6200 Lit/day 5000 L/D Scrubbing & Dilution process 1000 L/D Steam Boiler 12500 L/D Nil Resin Process * Nil 200* Lit/day 50 L/D Condensate 7500 L/D Boiler blow down 700 L/D ETP 950 Lit/day Finally the treated effluent will be evaporated in Evaporator, thus ZERO DISCHARGE Note : * - It may be noted that some raw materials are containing water which will be removed from the process. October 2011 292 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) 2.3.4 MANPOWER REQUIREMENT: The total Manpower requirement for the proposed project during operation phase will be 55 (50 Male + 5 Female). 3. BASELINE ENVIRONMENT Baseline environment incorporates the description of the various existing environmental setting within the area encompassed by a circle of 5 km radius around the proposed project site. A total of 11 villages are fall into the specified study area. The study area comes under Taluka: Mansa in District Gandhinagar. DEMOGRAPHIC AND SOCIO ECONOMIC ENVIRONMENT POPULATION: Total population: 43691, Male: 22384, Female: 21307 OCCUPATIONAL STRUCTURE: This wide diversity in occupational structure may be broadly categorized as working and non – working population. Total Main Workers: 19067, Total Marginal Workers: 2910 & Total Non Workers: 21714. In Rural, majority of the people are engaged in agricultural activities, forestry and allied activities. LAND-USE The land use within the study area has been determined. The study area contains of forestland, irrigated agricultural land, un irrigated land, cultivable wasteland and area not available for cultivation. 11 villages fall within 5.0 km radius from the project site. The total area studied is about 7809.2 hectares. Sr. No. 1 2 3 4 5 October 2011 Type Of Land Irrigated by source Un irrigated Cultural Waste Area not available for cultivation Forest Area , Ha 7056.1 106.1 455.7 187.3 4.0 293 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) PUBLIC AMENITIES WATER SUPPLY Most of the villages in the study areas are provided with Basic amenities. Water supply source in the villages within the study area is ground water, water in the form of Well Water, Tap Water, Tank water, Tube well, River Water, Nallah, Canal, Hand pumps etc TRANSPORTATION AND COMMUNICATION The study area has a well connected road network (National Highway No. 8 and State highway 218) Ahmedabad is nearest railway station and District Ahmedabad which is having international airport is 48 km away from the project site. In addition, the study area is well connected by phone line and post office. HEALTH, MEDICAL AND EDUCATION FACILITY Various Health & medical facilities like primary health centre, dispensary available at Bavla within study area. Almost all villages of study area are having primary school. AMBINT AIR QUALITY Ambient air was sampled at 7 locations selected and each station was sampled for 24 hours continuously twice a week. Parameters monitored were PM10, PM2.5, NOx and SO2. Ambient air was found to be within the prescribed regularly limits. Within Study area the average Ambient air quality was found as below: PM10: 60.1-71.7 µg/m3, PM2.5: 36.9-44.1 µg/m3 SO2: 19.8 –22.6 µg/m3, NOx: 11.5 – 13.3 µg/m3 October 2011 294 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) HYDROLOGY The requirement of water for proposed project is satisfied from bore-well. The Ground Water is the source of supply at very few places among the area. The ground water table in the study area is between 30m. The bore-wells are the major source of supply of ground water. The units under concern and other major industrial units in the study area have their own bore-wells to cater to selfrequirement. The details of ground water samples collected. NOISE Noise levels within the site boundary are recorded to be within the limits stipulated by regulatory agencies for industrial areas. The equivivalent Noise level during day time and Night time within study area are shown below: During Day Time : 48.9-63.2 dB (A); During Night Time: 57.5-38.7 dB (A) ECOLOGY The flora available within study area Ambo, Asopalav, Champo, Raydo, Garmalo, Kesudo, Amli, Badam, Limdo, Bawal etc. The predominant agricultural crops grown in the study area are Jower and Wheat. There are no endangered/endemic flora species and faunal species within the study area. 4. ENVIRONMENTAL IMPACTS AIR ENVIRONMENT The source of air emission from proposed production activity is from stack attached to drying chamber. To control the air emission heat exchanger scrubber is provided. The flue gas emission from steam Boiler and DG Set will be released through well designed stack with adequate height. As the unit plans to put adequate multi-cyclone dust collector, there will not be any significant impact on air environment due to proposed project. October 2011 295 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) WATER ENVIRONMENT Water requirement will be satisfied from bore-well. The water requirement is shown in above figure. There will not be any significant impact on ground water environment and surface water environment due to effluent disposal from proposed project. NOISE ENVIRONMENT There will not be any high noise generating machines involved in the manufacturing of proposed product. Noise levels envisaged shall be within prescribed limits of GPCB at plant boundary. However, the unit will developed adequate green belt within plant premises, to abate the noise pollution. Therefore, there will be negligible impact on noise environment of surrounding area due to proposed project activities. SOIL AND LAND ENVIRONMENT There will not be any significant topographical change as the unit is located on abandoned agricultural land in industrial estate. The main sources of hazardous waste generation from proposed production will be ETP sludge from primary treatment unit and. The ancillary source for production of solid waste is discarded bags and liners. However, adequate measures separate area with like impervious floor will be provided to avoid soil contamination. The units will develop green belt within and on the surrounding of the premises which will not only improve the soil conditioning but will also prevent soil erosion and the landscape & give slight beneficial impact on the land usage. Thus, there will not be any noteworthy impact on land and soil environment due to effluent disposal, disposal of hazardous waste and dust deposition. There will be slight beneficial impact due to green belt development. October 2011 296 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) ECOLOGICAL ENVIRONMENT The Project site is almost barren land with few shrubs and trees. Thus, no major tree cutting exercise will be there and no major impact on ecology is anticipated. However possibility of rising of green-belt along with construction activity will be explored so that greening of area can be started at the beginning of project SOCIO – ECONOMIC ENVIRONMENT There will not be any displacement of population. Socio-economic benefits due to creation of direct / indirect employment. A total of 55 nos. of person is likely to get employment due to the project. Moreover due to the project other direct and indirect business will get benefited. Thus, there will be a slight beneficial impact on socio-economic environment due to propose project activates. ENVIRONMENTAL MANAGEMENT PLAN 5. Environmental management plan is an important tool for managing the environmental issues effectively. The environmental parameter shall be monitored and computerized for evaluating and assessing the environmental issues. The plan ensures that the adverse environmental impacts are minimized and the beneficial impacts are maximized. 5.1 WATER POLLUTION CONTROL SYSTEM Fresh water requirement shall be minimized. Process and utility effluents from the proposed plant will be treated in primary treatment unit of ETP and then treated effluent is evaporated. Hence no industrial water discharge from proposed plant activates. Domestic Sewage will be disposed off through septic tank to soak pit. October 2011 297 M/s. Perfect Laminate EXECUTIVE SUMMARY (ENGLISH) ETP DIAGRAM :- October 2011 298 M/s. Perfect Laminate 5.2 EXECUTIVE SUMMARY (ENGLISH) AIR POLLUTION CONTROL SYSTEM To control the process and fugitive emission, scrubber will be operated. Adequate stack height will be provided as per CPCB guidelines for the proper dispersion of pollutants into the atmosphere. The unit will provide Dust Collector at steam boiler as air pollution control measures to control the emission of particulate matter & the flue gas emission will remain well within gaseous emission norms prescribed by the GPCB/CPCB. Regular monitoring of ambient air will be carried out within factory premises for PM10, PM2.5, SO2 and NOx. 5.3 HAZARDOUS WASTE MANAGEMENT SYSTEM The main source of solid waste generation from manufacturing of laminated sheet is resin waste. The ancillary source of hazardous waste generation will be from raw material storage and handling, plants & machineries and ETP unit. The unit will obtain the permission from GPCB/CPCB approved TSDF site for disposal of solid waste and incineration of Resin Waste which will be generated from proposed project. The main source of hazardous waste generation is the ETP sludge from the effluent treatment plant, which will be sent to TSDF site for the disposal & Resin waste, which will be sent for the incineration facility at SEPPL (Saurashtra Enviro Project Pvt. Ltd), Bhachau. 5.4 NOISE CONTROL SYSTEM The major source of noise pollution will be DG Set and the ancillary sources will be manufacturing process within premises and transportation within and outside the premises For the machineries and Equipments, timely Oiling and lubricating will be done. Noise monitoring will be done regularly at different parts of the plant. Greenbelt will be developed to lessen the effect of noise pollution. October 2011 299 M/s. Perfect Laminate 5.5 EXECUTIVE SUMMARY (ENGLISH) GREEN BELT DEVELOPMENT To mitigate the air pollution and to attenuate the noise generated by plant and also to improve ecology and aesthetics of the area. Total area of the unit is 4800 m2 and greenbelt will be developed in 1585 Sq m2 which is approximately 33.02 % area of the total land and water consumption for gardening 4250 L/day for gardening of the trees. We will plant trees and small and big plants. This will reduce noise levels and dust levels by acting as a barrier between the outside environment and the inside environment of the premises. An annual budget of @ Rs 2.0 lacs will be allocated for the development and maintenance of the green belt. October 2011 300 Annexure-B Executive Summary – Gujarati Page No:301-317 M/s. Perfect Laminate Executive Summary - Gujarati fkÞofkhe Mkkhktþ 1) «MíkkðLkk : ÃkhVuõx ÷ur{Lkux «kEðux r÷r{xuz yu Lkðku «kusufx Au su Mkðuo Lktçkh 28, æk{uzk-Mkku÷u Þk hkuz, ykLktËÃkwhk økk{, {kýMkk íkk÷wfku, økktÄeLkøkh SÕ÷k{kt ykðu÷ Au. «kusuõx ÷u{eLkuxuz þex, Ãke.yuV.hurÍLk, yu{.yuV.hurÍLk, Ãke.Þw.yuV.hurÍLk íkÚkk yu{.Þw.yuV. hurÍLk Lkwt WíÃkkËLk nk÷Lkk çkòhLke {ktøkLku æÞkLk{kt hk¾eLku WíÃkkËLk fhþu. Mkw[eík «kuzfx ‘÷u{eLkuxuz Mkex’ (40,000 Lkt./ {kMk) Lkwt WíÃkkËLk yu rVLkku÷ Vku{koÂÕznkEz hurÍLk,{u÷u{kELk Vku{koÂÕznkEz hurÍLk, {u÷u{kELk ÞwrhÞk Vku{koÂÕznkEz hurÍLk, rVLkku÷ ÞwrhÞk Vku{koÂÕznkEz hurÍLk (60 xLk/{kMk) suðk {æÞMÚk ÃkËkÚko{ktÚke çkLkkððk{kt ykðþu. ¼krð Wãkuøk yk hurÍLkLkwt WíÃkkËLk ÃkkuíkkLkk ÷u{eLkuxuz þex çkLkkððk {kxu yLku çknkh ðu[ðk {kxu fhþu. ¼krð Wãkuøk MÚk¤ yu 230 27’ 30.10‛ W. yûkktþu íkÚkk 720 37’ 45.24‛ Ãkq. hu¾ktþu ÂMÚkík Au. Mkqr[ík «kusuõx {kxu ÃkÞkoðhýeÞ {tsqhe ÷uðk {kxu ykfkhýe fhðk{kt ykðe Au. October 2011 301 M/s. Perfect Laminate Executive Summary - Gujarati fkÞËkfeÞ sYheÞkík : Mkq[eík «kuzfx ÷u{eLkuxuz Mkex {kxu ðLk yLku ÃkÞkoðhý {tºkk÷Þ, Lkðe rËÕne{ktÚke {tsqhe ÷uðkLke ykð~Þfíkk LkÚke Ãkhtíkw {æÞMÚk «kuzfx rVLkku÷ Vku{koÂÕznkEz hurÍLk, {u÷u{kELk Vku{koÂÕznkEz hurÍLk, {u÷u{kELk ÞwrhÞk Vku{koÂÕznkEz hurÍLk, rVLkku÷ ÞwrhÞk Vku{koÂÕznkEz hurÍLk fu suLkku yuLðkÞo{uLx÷ EBÃkufx yuMkuMk{uLx ònuhLkk{wt (14 MkÃxuBçkh, 2006) {kt f÷kuÍ - 5 - (V) {kt fuxuøkhe - yu íkhefu Mk{kÔkuþ ÚkkÞ Au ykÚke ¼krð WãkuøkLkwt ðLk yLku ÃkÞkoðhý {tºkk÷Þ,Lkðe rËÕneÚke ÃkÞkoðhýLke {tsqhe ÷uðe VhSÞkík Au. yÇÞkMk rðMíkkhLkku yðfkþ : yk yÇÞkMk ykuõxkuBçkh Úke rzMkuBçkh 2011 rþÞk¤kLke Éíkw{kt ÚkÞu÷ yÇÞkMk ykÄkheík íðheík ÃkÞkoðhýeÞ yMkh ykfkhýe (Rapid Environmental Impact Assessment) Au. yk yÇÞkMk{kt Mkq[eík WãkuøkÚke ÃkÞkoðhýLkk swËk swËk {wÏÞ ãxfku suðk fu nðk, Ãkkýe, s{eLk, yðks, ðLkMÃkríkMk]rü, «kýeMk]rü íkÚkk Mkk{kSf yLku ykŠÚkf ÃkÞkoðhý Ãkh Úkíke yMkhLkku yÇÞkMk fhðk{kt ykÔÞku Au. ðLk yLku ÃkÞkoðhý {tºkk÷Þ, Lkðe rËÕ÷eLkk íkk. 14 LkðuBçkh 2011Lkk Ãkºk Lkt J-11011/248/2011-IA II (I) Úke {tsqh ÚkÞu÷ “Terms of Reference” «{kýu ¼krð Wãkuøk MÚk¤Úke 5 October 2011 302 M/s. Perfect Laminate Executive Summary - Gujarati rf.{e rºkßÞk{kt ykðu÷ rðMíkkhLku yÇÞkMk rðMíkkh ÔÞkÏÞkrÞík fhðk{kt ykðu÷ Au. yÇÞkMk ÃkæÄrík:yk yÇÞkMk ðLk yLku ÃkÞkoðhý {tºkk÷Þ îkhk ykÃkðk{kt ykðu÷k {køkoËþoLk Lku ykÄkheík fhðk{kt ykÔÞku Au. íkÚkk yk yÇÞkMk{kt ¼krð Wãkuøk{kt ÚkLkkhe swËe swËe «ð]r¥kykuLkk ÷eÄu ÃkÞkoðhýLkk swËk swËk ½xfku Ãkh Úkíke yMkh Lkku Ãký yÇÞkMk fhðk{kt ykÔÞku Au. yk yÇÞkMk{kt ÃkÞkoðhý Ãkh Úkíke ¾hkçk yMkhLku yxfkððk {kxu ½ýk Mkkhk WÃkþ{Lk Ãkøk÷k Mkq[ððk{kt ykÔÞk Au. Auðxu, yÇÞkMk{kt ÃkÞkoðhýeÞ ÔÞðMÚkkÃkLk ÞkusLkkLkk y{÷efhýLke swËe swËe ÃkæÄríkyku Mkq[ððk{kt ykðe Au. 2) Mkq[eík WãkuøkLkwt ðýoLk : 2.1 «kusufx {wÕÞ: fw÷ {wÕÞ: 150.00 ÷k¾ ÷u{eLkuxuz MkexTMk: 70.00 ÷k¾ hurÍLk «kuzfx: 80.00 ÷k¾ 2.2 ¼krð «kuzfxLkwt ðýoLk : ¼krð «kuzfx íkÚkk ¼krð {æÞMÚk «kuzfx Lkwt íku{Lke ûk{íkk MkkÚkuLkwt ðýoLk Lke[u {wsçk Au. October 2011 303 M/s. Perfect Laminate Executive Summary - Gujarati ¢{ktf «kuzfxLkwt Lkk{ WíÃkkËLk {kºkk 1 ÷u{eLkuxuz MkexTMk 40,000 Lkt ./ {kMk ¼krð {æÞMÚk «kuzfx Lke {krníke : ¢{ktf «kuzfxLkwt Lkk{ 1. rVLkku÷ Vku{koÂÕznkEz hurÍLk 2. {u÷u{kELk Vku{koÂÕznkEz hurÍLk 3. rVLkku÷ ÞwrhÞk Vku{koÂÕznkEz hurÍLk 4. {u÷u{kELk ÞwrhÞk Vku{koÂÕznkEz hurÍLk WíÃkkËLk {kºkk (xLk/BkkMk) 60 (xLk/BkkMk) 2.3 çk¤íký íkÚkk QòoLke sYheÞkík : 2.3.1 çk¤íký: ¼krð yuf{{kt økh{ ðhk¤ WíÃkkrËík Þtºk{kt r÷øLkkEx/MkVuË fku÷Mkku/EBÃkkuxuoz fku÷Mkku íkÚkk yk çk¤íkýLkku fw÷ ðÃkhkþ 1.0 {uxÙef xLk/rËðMk hnuþu. yk yuf{{kt DG Mkux{kt çk¤íký íkhefu HSD Lkku WÃkÞkuøk Úkþu yLku suLkku ðÃkhkþ 200 r÷./{kMk Lkku hnuþu. 2.3.2 Qòo : ¼krð yuf{{kt rðÄ]ík QòoLke fw÷ sYheÞkík ytËkrsík 75 HP hnuþu. yk ÃkwhðXku W¥kh økwshkík rðãwík çkkuzo{ktÚke {u¤ððk{kt ykðþu. 2.3.3 ÃkkýeLke sYheÞkík : fw÷ ÃkkýeLke sYheÞkík : 12700.00 October 2011 L/Day 304 M/s. Perfect Laminate 6200.0 L/Day Executive Summary - Gujarati ykiãkurøkf «ð]r¥k {kxu +2250.0 L/Day ½h½ÚÚkw ðÃkhkþ {kxu +4250.0 L/Day çkøke[kLkk rðfkMk {kxu †kuík : ÃkkýeLkku fqðku ykiãkuøkef øktËw ÃkkýeLkwt WíÃkkËLk : 950 L/Day ½høkÚÚkwt ðÃkhkþLkk ÷eÄu WíÃkÒk Úkíkwt øktËw Ãkkýe : 2000 WATER BALANCE DIAGRAM Domestic Use 2250 Lit/day Drinking use 250 lit/Day Total : 12700 Liter/ Day Gardening 4250 L/D 2000 Lit/day goes to soak pit through septic tank L/Day Cooling 200 Lit/day Industrial Use 6200 Lit/day 5000 L/D Scrubbing & Dilution process 1000 L/D Steam Boiler 12500 L/D Nil Resin Process * Nil 200* Lit/day 50 L/D Condensate 7500 L/D Boiler blow down 700 L/D ETP 950 Lit/day Finally the treated effluent will be evaporated in Evaporator, thus ZERO DISCHARGE Note : * - It may be noted that some raw materials are containing water which will be removed from the process. October 2011 305 M/s. Perfect Laminate Executive Summary - Gujarati 2.3.4 f{o[kheykuLke sYheÞkík: ¼krð yuf{Lkk r¢Þkþe÷ Mk{Þu fw÷ {kýMkku™e sYheÞkík 55 (50 ÃkwY»kku y™u 5 †eyku) hnuþu. 3) nk÷Lkwt ÃkÞkoðhý :nk÷Lkk ÃkÞkoðhý{kt Wãkuøk MÚk¤Úke 5 rf.{e rºkßÞk{kt ykðu÷ rðMíkkh{kt nk÷Lkk ÃkÞkoðhýLkk rðrðÄ ½xfkuLkwt ðýoLk fhðk{kt ykÔÞwt Au. su{kt fw÷ 7 økk{ Lkku Mk{kðuþ ÚkkÞ Au. yÇÞkMk rðMíkkh økktÄeLkøkh SÕ÷kLkk {kýMkk íkk÷wfk{kt ykðu÷ Au. ðMíke rð»kÞf yLku Mkk{kSf / ykŠÚkf ÃkÞkoðhý : ÷kufMktÏÞk fw÷ ðMíke : 35285 ÃkwÁ»k : 18375 †e : 16910 ÔÞðMkkrÞf {k¤¾wt. ÔÞðMkkrÞf {k¤¾wt {wÏÞíðu çku çknku¤k ðøko ‘fk{ fhíkk’ íkÚkk ‘çkuhkusøkkh’ {kt rð¼kSík fhðk{kt ykÔÞwt Au. fw÷ {wÏÞ fk{Ëkhku : 11558 fw÷ Mke{eík fk{Ëkhku : 2278 fw÷ çkuhkusøkkh : 20835 October 2011 306 M/s. Perfect Laminate Executive Summary - Gujarati økúkBÞ rðMíkkh{kt {kuxk¼køkLkk ÷kufku ¾uíkeLke «ð]r¥k{kt íkÚkk støk÷Lkk fk{{kt ÔÞMík nkuÞ Au. s{eLkLkku WÃkÞkuøk :- yÇÞkMk rðMíkkh{kt s{eLkLkk WÃkÞkuøk Lkku yÇÞkMk fhðk{kt ykÔÞku Au. yÇÞkMk rðMíkkh{kt støk÷Lke s{eLk, ®Mk[eík ¾uíkeLke s{eLk, ®Mk[kE ðøkhLke s{eLk, ¾uíke÷kÞf ðuhkLk s{eLk íkÚkk çkeLk ¾uíke÷kÞf s{eLkLkku Mk{kðuþ ÚkkÞ Au. Wãkuøk MÚk¤Úke 5 rf.{e rºkßÞk{kt fw÷ 11 økk{Lkku Mk{kðuþ ÚkkÞ Au. yLku fw÷ yÇÞkMk rðMíkkh ykþhu 14484 nufxh Au. ¢{ktf s{eLkLkku «fkh ûkuºkV¤, nufxh 1. ®Mk[kEðk¤e s{eLk 11932.5 2. ®Mk[kE ðøkhLke s{eLk 1842.6 3. ¾uíke÷kÞf ðuhkLk s{eLk 1893.2 4. çkeLk¾uíke÷kÞf s{eLk 1250.7 MkkðosrLkf Mkð÷íkku :Ãkkýe ÃkwhðXku : yÇÞkMk rðMíkkhLkk {kuxk¼køkLkk økk{zkyku{kt {q¤¼qík Mkð÷íkku WÃk÷çÄ Au. yÇÞkMk rðMíkkh{kt Ãkkýe ÃkwhðXkLkk †kuíkku ¼qøkp¼s¤, fqðkLkwt Ãkkýe, Lk¤ îkhk, Ãkkýe Lkk xktfk, xÞqçkðu÷, LkËeLkwt Ãkkýe, Lkk¤k, fuLkk÷ yLku nuLzÃkBÃk ðøkuhuLkku Mk{kðuþ Au. October 2011 307 M/s. Perfect Laminate Executive Summary - Gujarati ðknLkÔÞðnkh yLku Ãkºk ÔÞðnkh : yÇÞkMk rðMíkkh Mkkhe heíku rðfMku÷ hkuz ÔÞðMÚkk MkkÚku Mktf¤kÞu÷ Au sÞkt hkßÞ Äkuhe{køko 218, hk»xÙeÞ Äkuhe {køkp Lkt. 8yu ykðu÷ Au. y{ËkðkË yu ¾wçk s LkSf Lkwt huÕðu MxuþLk Au. y{ËkðkË þnuh fu sÞkt yktíkhhk»xÙeÞ nðkE {Úkf ykðu÷ Au fu su Wãkuøk MÚk¤ Úke 48.0 rf.{e Ëqh Au. yk MkkÚku yÇÞkMk rðMíkkh{kt xur÷VkuLk ðÞðMÚkk íkÚkk ÃkºkÔÞðnkh ÔÞðMÚkk Mkkhe heíku WÃk÷çÄ Au. MðkMÚÞ, Ëðk¾kLkk íkÚkk rþûkýLke ÔÞðMÚkk : yÇÞkMk rðMíkkh{kt rðrðÄ ykhkuøÞLku ÷økíke Mkð÷íkku su{fu «kÚkr{f ykhkuøÞ fuLÿ yLku Ëðk¾kLkwt {kýMkk økk{{kt ykðu÷wt Au. nkuÂMÃkx÷ {kýMkk {kt ykðu÷ Au. ÷øk¼øk çkÄk økk{zkyku{kt «kÚkr{f rþûkýLke ÔÞðMÚkk Au. nðkLke økwýð¥kk : nðkLke økwýð¥kk Lk¬e fhu÷k 7 MÚk¤kuyu {kÃkðk{kt ykðe níke yk çkÄk MÚk¤u nðkLke {kÃkýe Mkíkík 24 f÷kf íkÚkk yXðkrzÞk{kt çku ðkh fhðk{kt ykðe níke. nðk{kt PM10, PM2.5, SO2 íkÚkk NOX {kÃkðk{kt ykÔÞk níkk. {kÃku÷e nðkLke økwýð¥kkLke {kºkk yu nðkLkk økwýð¥kk {kÃkËtzÚke ykuAk òuðk {éÞk Au. yÇÞkMk rðMíkkh{kt Mkhuhktþ nðkLke økwýð¥kk Lke[u {wsçk Au. October 2011 308 M/s. Perfect Laminate Executive Summary - Gujarati PM10 : 45-72 µg/m3, PM2.5: 28-45 µg/m3 So2: 15.2-28 µg/m3, NOx: 6.2-12.9 µg/ m3 s¤ rð¿kkLk :- ¼krð yuf{{kt sYhe Ãkkýe yu çkkuhðu÷{ktÚke {u¤ððk{kt ykðþu. yÇÞkMk rðMíkkh{kt ¼wøk¼os¤Lke ŸzkE 30 {exhÚke Au. {wÏÞ Ãkkýe †kuíkku{kt çkkuhðu÷Lkku Mk{kðuþ ÚkkÞ Au. ¼krð yuf{ {kxu íkÚkk çkeò {kuxk ykiãkurøkf yuf{ku {kxu ÃkkýeLkk {wÏÞ †kuík íkhefu çkkuhðu÷ Au. yðks : yÇÞkMk rðMíkkh{kt yðksLkku «çk¤íkk Míkh {kÃkðk{kt ykðu÷ yðksLkwt «çk¤íkk Míkh yk çkÄk MÚk¤ku yu yrÄf]ík Ãkýu Lk¬e fhu÷k {kÃkËtzÚke ykAw Au. During Day Time : 47.1-61.0 dB (A); During Night Time: 40.3-51.0 dB (A) ÃkrhÂMÚkrík rð¿kkLk : yÇÞkMk rðMíkkh{kt yktçkku, ykMkkuÃkk÷ð, [tÃkku, hkÞzku, økh{k¤ku, yk{÷e, fuMkwzku, çkËk{, ÷e{zku, çkkð¤ ðøkuhu suðk ð]ûkku òuðk {éÞk Au. yÇÞkMk rðMíkkh{kt ðÄw Ãkzíkku swðkh y™u ½ôLkku Ãkkf ÷uðk{kt ykðu Au. yÇÞkMk rðMíkkh{kt ÷wó Úkíke ðLkMÃkrík íkÚkk ¡kýeLke fkuEÃký «òríkyku òuðk{kt ykðe Lk níke. October 2011 309 M/s. Perfect Laminate Executive Summary - Gujarati 4.) ÃkÞkoðhý Ãkh Úkíke yMkh :nðkLkwt ÃkÞkoðhý : ¼krð WíÃkkËLk «ð]r¥kyku{kt nðk «Ëq»kf Mºkkuík íkhefu çkkuE÷h yLku zÙkEtøk [uBçkh MkkÚku òuzkÞu÷e r[{Lke hnuþu. yk nðk «Ëq»kf Lku yxfkððk {kxu zTÙk#øk [uBçkh MkkÚku M¢çkh Lkk¾ðk{kt ykðþu y™u çkkuE÷h MkkÚku zMxf÷ufxh {qfðk{kt ykðþu. rMx{ çkkuE÷h íkÚkk DG Mkux {ktÚke Lkef¤íkk V÷wøkuMk Lku Mkkhe heíku rzÍkELk fhu÷e íkÚkk Ãkqhíke Ÿ[kE Ähkðíke r[{Lke{ktÚke Akuzðk{kt ykðþu. yuf{ Ãkqhíke ûk{íkk ðk¤wt {Õxe MkkÞf÷kuLk zMx f÷ufxh MÚkkÃkþu suÚke ¼krð WãkuøkÚke nðkLkk ÃkÞkoðhý Ãkh fkuE yMkh Úkþu Lkrn. ÃkkýeLkwt ÃkÞkoðhý : yuf{ {kxu ÃkkýeLke sYheÞkík çkkuhðu÷ Úke Ãkqhe Ãkkzðk{kt ykðþu. fw÷ ÃkkýeLke sYheÞkík 12.7 KL/day yLku ykiãkurøkf «ð]r¥kykuÚke 0.95 KL/day øktËwÃkkýe WíÃkÒk Úkþu. yk øktËk ÃkkýeLku «kE{he xÙex{uLx ÃkAe çkk»Ãke¼ðLk fhðk{kt ykðþu. {¤{qºk îkhk WíÃkÒk Úkíkk øktËk ÃkkýeLku {¤-xktfe Úke xÙex fhe þku»k-¾kzk îkhk rLkfk÷ fhðk{kt ykðþu. ykÚke yk ¼krð ÞkusLkk Lkk ÷eÄu ÃkkýeLkk ÃkÞkoðhý WÃkh fkuE s ¾hkçk yMkh Úkþu Lk®n. October 2011 310 M/s. Perfect Laminate Executive Summary - Gujarati yðksLkwt ÃkÞkoðhý : Mkq[eík Wãkuøk{kt ðÄw Ãkzíkk yðks fhíkk fkuEÃký Þtºk Lkku Mk{kðuþ Úkíkku LkÚke yðksLke {kºkk yu økwshkík «Ëq»ký rLkÞtºký çkkuzo yu ykÃku÷k Äkhk ÄkuhýÚke ykuAe hnuþu. yk{ Aíkk Wãkuøk íkuLkk rðMíkkh{kt Ãkwhíkku ÷e÷ku Ãkèku rðfMkkðþu. suÚke fheLku yðksLkwt «Ëq»ký yxfþu. ykÚke ¼krð ÞkusLkkÚke ykswçkkswLkk yðksLkk ÃkÞkoðhý Ãkh LkSðe yMkh hnuþu. s{eLkLkwt ÃkÞkoðhý : ¼krð Wãkuøk yu ykiãkurøkf rðMíkkh{kt ykððkÚke MÚkkLkef ¼qøkku¤{kt fkuE {níðLkku VuhVkh Úkþu Lkrn òu¾{fkhf ½Lkf[hkLkku {wÏÞ †kuík ETP M÷s fu su «kE{he xÙex{uLx Úke WíÃkÒk Úkþu. íkÚkk yLÞ ½Lkf[hk{kt ðÃkhkÞu÷e Ã÷kMxef çkuøMk íkÚkk WÃkÞkuøk{kt ÷eÄu÷k ÷kELkh hnuþu. yk ½Lk f[hkLku y÷økÚke çkLkkðu÷k rðMíkkh{kt hk¾ðk{kt ykðþu fu sÞk y«ðu~Þ ¼kUÞ hk¾ðk{kt ykðþu suÚke fheLku {kxe Lku «Ëqr»kík Úkíke yxfkðe þfkþu. ykiãkuøkef yuf{ íkuLkk rðMíkkh{kt íkÚkk íkuLkk ykswçkkswLkk rðMíkkh{kt ÷e÷ku-Ãkèku rðfMkkðþu. suLkkÚke {kxeLke økwýð¥kk {kt MkwÄkhku Úkþu, s{eLkLkwt ½kuðký yxfþu yLku s{eLkLkk WÃkÞkuøk{kt ÷k¼ Úkþu. ykÚke ¼krð ÞkusLkk{kt øktËk ÃkkýeLkk AkuzðkÚke, òu¾{fkhf ½Lk f[hkLkk rLkfk÷ Úke íkÚkk Äq¤Lkk MÚkkÃkLkÚke s{eLk íkÚkk {kxeLkk October 2011 311 M/s. Perfect Laminate Executive Summary - Gujarati ÃkÞkoðhý WÃkh fkuE ¾hkçk yMkh Úkþu Lkrn yLku ÷e÷ku Ãkèku rðfMkkððkÚke rníkfkhf yMkh òuðk {¤þu. siðÃkÞkoðhý : Mkq[eík WãkuøkLkwt MÚk¤ yu {kuxk ¼køku Wßsz s{eLk Au. fu sÞk ¾wçk s ykuAk ûkwÃk yLku ð]ûk Au. suÚke ðÄw ð]ûkku fkÃkðkLke sYheÞkík Lkrn Ãkzíkk sið ÃkÞkoðhý Ãkh fkuE ¾hkçk yMkh Ãkzþu Lkrn. yk{ Aíkkt rLk{koý fkÞo ËhBÞkLk ÷e÷ku-Ãkèku rðfMkkððkÚke ÞkusLkkLke þYykíkÚke s rðMíkkh{kt siðÃkÞkoðhý {kt MkwÄkhku Úkþu. Mkk{krsf – ykŠÚkf ÃkÞkoðhý : ¼krð WãkuøkÚke hnuðkMkeykuLkwt fkuE MÚkk¤ktíkh Úkþu Lkrn «íÞûk yLku Ãkhkuûk heíku hkusøkkh {¤ðkÚke yÇÞkMk rðMíkkhLkk ÷kufkuLkku Mkk{kSf ykŠÚkf rðfkMk Úkþu. ¼krð ÞkusLkkÚke 55 ÷kufkuLku hkusøkkhe {¤þu. ¼krð Wãkuøk{ktÚke «íÞûk y™u Ãkhkuûk heíku ðuÃkkh «ð]r¥kykuLku VkÞËku Úkþu. ykÚke ¼krð ÞkusLkkLke yÇÞkMk rðMíkkhLkk Mkk{krsf-ykŠÚkf ÃkÞkoðhý Ãkh Mkfkhkí{f yMkh hnuþu. October 2011 312 M/s. Perfect Laminate Executive Summary - Gujarati 5) ÃkÞkoðhýeÞ ÔÞðMÚkkÃkLk ÞkusLkk : ÃkÞkoðhýLkk sqËk sqËk {wÆkykuLkwt yMkhfkhf heíku Mkt[k÷Lk fhðk ‘ÃkÞkoðhýeÞ ÔÞðMÚkkÃkLk ÞkusLkk‛ ¾wçk s {níðLkwt nrÚkÞkh Au. ÃkÞkoðhýeÞ Ãkkhr{ríkLkwt {kÃkLk fhe yLku íkuLku økwýfÞtºkÚke íkiÞkh fheLku ÃkÞkoðhýeÞ {wÆkykuLkwt {qÕÞkfLk íkÚkk ykfhýe fhe þfkþu. yk ÞkusLkkÚke ÃkÞkoðhý Ãkh Úkíke ¾hkçk yMkhLku ½xkze þfkþu yLku ÷k¼ËkÞe yMkhkuLku ðãkhe þfkþu. 5.1 ÃkkýeLkk «Ëq»kýLkwt rLkÞtºký {kxuLke «ýkr÷ : [kuϾk ÃkkýeLkku ðÃkhkþ ykuAku fhðk{kt ykðþu. ykiãkuøkef «r¢ÞkykuÚke WíkÃkÒk Úkíkk øktËk ÃkkýeLku «kE{he xÙex{uLx ykÃkðk{kt ykðþu yLku xÙex ÚkÞu÷k ÃkkýeLkwt çkkûke¼ðLk fhðk{kt ykðþu. ykÚke ¼kðe yuf{{kt ykiãkuøkef «r¢Þk ðk¤wt fkuEÃký øktËw Ãkkýe Lkef¤þu Lkrn. {¤{qºk ðk¤k øktËk ÃkkýeLku {¤ -xktfe{kt xÙex fhe íkuLkku þku»k ¾kzk îkhk rLkfk÷ fhðk{kt ykðþu. October 2011 313 M/s. Perfect Laminate Executive Summary - Gujarati ETP DIAGRAM October 2011 314 M/s. Perfect Laminate Executive Summary - Gujarati 5.2 nðk «Ëq»ký rLkÞtºký «ýkr÷ : «r¢Þk {ktÚke íkÚkk ûký¼tøkwh WíÃkLLk Úkíkk ðkÞwLkwt rLkÞtºký fhðk M¢çkh MÚkkÃkÔkk{kt ykðþu. CPCB {køkoËþeofk «{kýu Ãkqhíke Ÿ[kE Ähkðíke r[{Lke MÚkkÃkðk{kt ykðþu suÚke nðk «Ëq»kfkuLkku ðkíkkðhý{kt Ãkqhíkku Vu÷kðku ÚkE þfu. yuf{ hsfýkuLkk rLkÞtºký {kxu økh{ Ãkkýe WíÃkkrËík Þtºk MkkÚku {Õxe MkkÞf÷kuLk zMx f÷ufxh MÚkkÃkþu. yuf{ rðMíkkh{kt PM10, PM2.5, SO2 yLku NOx rLkÞr{ík heíku {kÃkðk{kt ykðþu. 5.3 òu¾{fkhf ½Lk f[hk Lke «ýkr÷ : yuf{{kt ½Lk f[hkLkku {wÏÞ †kuík ÷u{eLkuxuz Mkex çkLkkððkLke «r¢Þk ËhBÞkLk WíÃkÒk Úkíkku ‚hurÍLk f[hku‛ hnuþu.çkeò òu¾{fkhf ½Lk f[hkLkk †kuíkku{kt fk[k ÃkËkÚkoLkku Mktøkún fhðkLke «r¢Þk íkÚkk WÃkÞkuøk fhðkLkku rðMíkkh, Ã÷kLx yLku {þeLkhe íkÚkk {kLÞíkk Ôkk¤e TSDF October 2011 Au. yuf{ GPCB/CPCB Lke MkkExLkku ½Lk f[hkLkk rLkfk÷ {kxu íkÚkk EÂLMkLkhuþLk ÔÞðMÚkkLkku huÍeLk f[hk Lku çkk¤ðk {kxu Pvt. Ltd.) ¼[kW, ETP SEPPL (Saurashtra Enviro Projects fåALke {tsqhe ÷uþu. 315 M/s. Perfect Laminate Executive Summary - Gujarati f[hkLkk rLkfk÷ íkÚkk çkk¤ðk {kxu: Projects Pvt. Ltd.) SEPPL (Saurashtra Enviro su ¼[kW, fåA «kusufx MÚk¤Úke ykþhu 210 rf.{e Ëqh ykðu÷ Au. 5.4 yðksLkk «Ëq»kýLkwt ÔÞðMÚkkÃkLk : yðksLkwt «Ëq»ký WíÃkÒk fhíkk Mºkkuík{kt ze.S.Mkux, yuf{{kt [k÷íke WíÃkkËLk «r¢Þk íku{s «kusufx MkkExLke ytËh íku{s çknkh [k÷íkku ðknLkÔÞðnkh Au. yðksLkwt «{ký ½xkzðk Ã÷kLxLkk çkÄe s {þeLkhe íkÚkk Þtºkku{kt rLkÞr{ík Ÿòý Ãkqhðk{kt ykðþu. yuf{Lke rðrðÄ søÞkyu yðksLkwt «{ký {kÃkðk{kt ykðþu. yuf{{ktÚke WíÃkÒk Úkíkk yðksLke «çk¤íkk / ½xkàÔkk {kxu Ã÷kLxLke Vhuíku økúeLk çkuÕx rðfMkkððk{kt ykðþu. Mkwhûkk – Lkerík (Safety policy) «{kýu Ã÷kLx{kt ðÄw yðks fhíkk rðMíkkh{kt fk{ fhLkkh Lku fkLkLkwt hûký fhðk {kxu fkLku Ähkíkw MkkÄLk (ear plugs) October 2011 ykÃkðk{kt ykðþu. 316 M/s. Perfect Laminate Executive Summary - Gujarati 5.5 økúeLk çkuÕx rðfkMk : nðk «Ëw»kýLkk rLkÞtºký {kxu Wãkuøk{ktÚke Lkef¤íkk yðksLku hkufðk {kxu íku{s siðrð¿kkLk íku{s MkwtËhíkk ðÄkhðk økúeLk çkuÕxLkku Wãkuøk îkhk rðfkMk fhðk{kt ykðþu. Mkqr[ík Wãkuøk 4800.00 [ku.{e. rðMíkkh{kt ykðu÷ Au. y™u 1585.00 [ku.{e. rðMíkkh økúeLk çkuÕx íkhefu rðfMkkððk{kt ykðþu. su fw÷ rðMíkkhLkk 33.02% Au. çkøke[kLkk rðfkMk {kxu 4250 r÷./rËðMk Ãkkýe ðÃkhkþ Úkþu. Wãkuøk fux÷kf ð]ûkku y™u fux÷ktf LkkLkk Akuz ðkðþu. su yðksLkwt «{ký y™u Äq¤Lkk hsfýkuLkwt «{ký ½xkzkþu. Wãkuøk ð»kuo ÷øk¼øk 2 ÷k¾ YrÃkÞk økúeLkçkuÕxLkk rðfkMk y™u Mkk[ðýe {kxu Vk¤ðþu. October 2011 317 Annexure-C Accreditation of Environment Consultant with QCI & Company Profile Page No:318 - 319 M/s. Perfect Laminate List In QCI & Company Profile ANNEXURE – C LIST OF PRAGATHI LABS & CONSULTANTS PVT. LTD. IN QCI LIST & COMPANY PROFILE F. No. J-11013/77/2004 – IA II (I) Government of India Ministry of Environment and Forests (I.A.Division) Dated: 30th June, 2011 List ‘A’ : Consultants with Provisional Accrediation October 2011 318 M/s. Perfect Laminate List In QCI & Company Profile COMPANY PROFILE Consultant organization: Address: Pragathi Labs & Consultants Pvt. Ltd. Plot No. 8, Temple Rock Enclave, Tarbund ‘X’ Roads, Secunderabad - 500 009 EIA Coordinator: Dr. Ravi Kiran Functional Area Experts: Sr. No. Names of the persons involved 1. Dr. Ravi Kiran 2. Mr. Ch Vishnu Sharma 3. Ms. Shaheda Begum Qualification M.Sc, Ph.D B.Tech. Chemical M.Sc., Analytical Chemistry 4. Mrs. Y. Latha M.Sc., Organic Chemistry 5. Ms. L. Priyanka M.Sc., Organic Chemistry 6. Ms. K. Chandrika 7. Ms. R. Santhosh Rani 8. Mrs. C. Pavitra October 2011 M.Sc., Biotechnology M.Sc., Organic Chemistry B.Sc Chemistry 319 Annexure-D Compliance report of CTE Conditions Page No: 320 - 322 M/s. Perfect Laminate ANNEXURE ANNEXURE - E NOC COMPLIANCE REPORT Name of unit M/S. PERFECT LAMINATE NOC order no. & Issue Date CTE NO. 43351 Dated 14/09/2011 Letter No. GPCB/ID35488/CCA GNR 677/91611 dated 14/9/2011 Name of Product Different Types of Laminated Sheets SR. NO. CONSENT CONDITION STATUS 1 Production of different types of Laminated Sheets: 40000 Sheets / month Complied 2 Unit shall obtain non agriculture certificate for their proposed plant Obtained 3 You shall not manufacture resin at site. You shall procure resin from outside & shall submit detail of resin purchased & production detail of laminates. We will not manufacture resin and purchase resin from outside. We will also submit details of resin purchased & production to GPCB. CONDITIONS UNDER THE WATER ACT 1 There Shall be no generation of industrial effluent from Complied manufacturing process and other ancillary operations 2 The quantity of the domestic waste water (sewage) shall not Complied exceed 500 Ltrs./Day. 3 Domestic effluent shall be disposed off through septic tank / Complied soak pit system. October 2011 320 M/s. Perfect Laminate ANNEXURE CONDITIONS UNDER THE AIR ACT 4 Coal shall be used as a fuel in boiler and quantity shall not Complied exceed 1 MT/Day. 5 The applicant shall install & operate an air pollution control system in order to achieve norms prescribed by board. 6 The flue gas emission through stack attached to boiler shall The industry has provided dust collector with steam boiler Complied conform to the standards of board. 7 There shall be no process emission from the manufacturing Complied process and other ancillary emission. 8 Stack monitoring facilities like port hole, platform / ladder etc. Complied shall be provided with stack / vent chimney in order to facilitate sampling of gases being emitted into the atmosphere. 9 The Concentration of the following parameters in the ambient air Complied within premises of the industry shall not exceed the limits Specified hereunder. PARAMETER Particulate matter (PM 10) PERMISSIBLE LIMIT 100 Microgram per cubic meter Particulate matter (PM 2.5) 60 Microgram per cubic meter Oxides of Sulphur 80 Microgram per cubic per cubic meter Oxides of Nitrogen 80 Microgram meter 10 All measures for the control of environmental pollution shall be October 2011 Complied 321 M/s. Perfect Laminate ANNEXURE provided before commencing production. CONDITIONS UNDER AUTHORIZATION (M & H) OF HAZARDOUS WASTE 11 Applicant shall have to comply with provisions of hazardous Complied waste (Management, Handling & Trans boundary movement Rules-2008) 12 The applicant shall obtain membership of common TSDF site for disposal of Hazardous waste The industry will obtain membership of M/s. NEPL, Naroda 13 The applicant shall obtain membership of common hazardous waste incinerator for disposal of incinerable waste The industry will obtain membership of M/s. SEPPL, Kutch, Bhachau 14 The applicant shall provide temporary storage facilities for each type of hazardous waste The industry has provided separate storage facility for hazardous waste October 2011 322 Annexure-E Period / Date of data collection Page No:323 M/s. Perfect Laminate Annexure Annexure – E Period / Date of Data Collection Sr. No. 1 2 3 4 5 6 7 8 October 2011 Details Water Sample Soil Sample Ambient Air sample Ecological Data Noise sample Risk Assessment Data Socio Economic Data Hydro – Geological Data Sampling Date 3/10/2011 3/10/2011 October, November, December 2011 23/12/2011 3/10/2011 22/11/2011 23/12/2011 3/10/2011 323 Annexure-F Certificate of National Accreditation Board for Testing and Calibration Laboratories Page No: 324 - 331 M/s. Perfect Laminate ANNEXURE ANNEXURE - G EXPECTED CHARACTERISTICS OF UNTREATED EFFLUENT Sr. No. Parameter Concentration in mg/l 1 pH 6.1 2 TDS 672 3 SS 4 COD 17120 5 BOD 5806 6 Phenol 1072 80 EXPECTED CHARACTERISTICS OF TREATED EFFLUENT (AFTER OXIDATION PROCESS) Sr. No. October 2011 Parameter Concentration in mg/l 1 pH 7.1 2 TDS 3 SS 4 COD 6200 5 BOD 1800 6 Phenol 2500 95 72 332 M/s. Perfect Laminate Annexure ANNEXURE – H GOOGLE MAP SHOWING NEARBY SURFACE WATER BODY FROM THE PROJECT SITE Surface water body – Amarpura (canal), Charada (pond) October 2011 333