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REPORTof
ENVIRONMENTAL IMPACT ASSESSMENT
FOR
PROPOSED NEW MANUFACTURING FACILITY
of
“Synthetic Acrylic Polymer Emulsions, Industrial Synthetic Adhesives,
Glues, Thermosetting Acrylic Resins, Polymer of Vinyl Acetate and Vinyl Copolymers,
Ethylene Vinyl Acetate Emulsion”
AT
SIPCOT Industrial Complex
Village- Thervoykandigai
Taluk- Gummidipoondi
District- Thiruvallur
State-Tamil Nadu
[Project Termed Under Schedule 5 (f) Category A, Synthetic Organic Chemical Industry
(Synthetic Organic Chemicals and Chemical Intermediates)]
By
JESONS INDUSTRIES LIMITED
904, Peninsula Tower 1,
Ganapatrao Kadam Marg,
Lower Parel (W),
Mumbai – 400013.
REPORT PREPARED BY
HUBERT ENVIRO CARE SYSTEMS PVT LTD.,
CHENNAI
June, 2015
EIA for New Facility of Jesons Industries Limited at Thervoykandigai
Hubert Enviro Care Systems Pvt. Ltd.
Table of Contents
1. INTRODUCTION ................................................................................................................................................................................. 1
1.1 COMPANY BACKGROUND ................................................................................................................................................................. 11.1.1 PRODUCT DETAILS...................................................................................................................................................................................... 21.2 PROMOTERS AND BACKGROUND .................................................................................................................................................. 21.3 PROPOSED NEW UNIT AT THERVOYKANDIGAI ......................................................................................................................... 31.4 MARKET POTENTIAL ................................................................................................................................................................................... 41.5 PROJECT SETTINGS..................................................................................................................................................................................... 41.6 EIA REQUIREMENT FOR THE PROJECT ............................................................................................................................................ 51.7 METHODOLOGY ADOPTED FOR THE STUDY .............................................................................................................................. 61.7.1 OBJECTIVES OF THE EIA REPORT........................................................................................................................................................ 61.7.2 EIA PROCESS.................................................................................................................................................................................................. 71.8 ENVIRONMENTAL AND RELATED ACTS AND RULES APPLICABLE ................................................................................. 9
2. PROCESS DESCRIPTION................................................................................................................................................................14
2.1 ABOUT THE PROJECT ............................................................................................................................................................................. 142.2 JUSTIFICATION FOR THE PROJECT ................................................................................................................................................. 142.3 PROJECT LOCATION ............................................................................................................................................................................. 152.4 LAND REQUIREMENT.............................................................................................................................................................................. 202.5 UTILITIES AND SERVICES........................................................................................................................................................................ 212.5.1 WATER SYSTEM .......................................................................................................................................................................................... 212.5.2 WATER SUPPLY ........................................................................................................................................................................................... 222.5.3 EFFLUENT GENERATION AND RECYCLING............................................................................................................................... 242.5.4 UTILITIES........................................................................................................................................................................................................... 252.5.5 POWER AND FUELS ................................................................................................................................................................................. 252.6 MANPOWER ............................................................................................................................................................................................... 262.7 PROJECT SCHEDULE .............................................................................................................................................................................. 262.8 PROJECT COST.......................................................................................................................................................................................... 262.9 RAWMATERIAL REQUIREMENTS AND STORAGE .................................................................................................................. 272.10 MANUFACTURING PROCESS............................................................................................................................................................ 552.10.1 SYNTHETIC ACRYLIC POLYMER EMULSIONS ..................................................................................................................... 552.10.2 INDUSTRIAL SYNTHETIC ADHESIVES AND GLUES - BATCH SIZE 10MT .................................................................. 602.10.3 THERMOSETTING ACRYLIC RESINS, ETHYLENE VINYL ACETATE EMULSIONS – BATCH SIZE 10MT ...... 612.10.4 POLYMER OF VINYL ACETATE –BATCH SIZE 10MT.......................................................................................................... 642.10.5 VINYL COPOLYMERS – BATCH SIZE 10 MT ........................................................................................................................... 652.10.6 WATER PROOFINGCOMPOUNDS AND CONSTRUCTION EMULSIONS – BATCH SIZE 10MT................ 682.11 MATERIAL BALANCE .............................................................................................................................................................................. 712.12 POLLUTION CONTROL MEASURES PROPOSED ..................................................................................................................... 752.12.1 AIR POLLUTION CONTROL MEASURES .................................................................................................................................. 752.12.2 EFFLUENT TREATMENT SYSTEM..................................................................................................................................................... 752.12.3 SOLID WASTE MANAGEMENT..................................................................................................................................................... 75
3. BASELINE ENVIRONMENTAL STATUS .....................................................................................................................................773.1 INTRODUCTION .......................................................................................................................................................................................... 773.2 AIR AND METEOROLOGICAL ENVIRONMENT............................................................................................................................................... 773.2.1 Reconnaissance ........................................................................................................................................................................................773.2.2 Micro metrology ......................................................................................................................................................................................793.2.3 Base line air quality status ..................................................................................................................................................................813.3 NOISE ENVIRONMENT............................................................................................................................................................................. 853.3.1 Reconnaissance ........................................................................................................................................................................................853.3.2 Community noise levels .........................................................................................................................................................................863.3.3 Baseline Noise status .............................................................................................................................................................................87
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Hubert Enviro Care Systems Pvt. Ltd.
3.4 WATER ENVIRONMENT .......................................................................................................................................................................... 87HYDROGEOLOGY................................................................................................................................................................................................................ 873.4.1 Reconnaissance ........................................................................................................................................................................................903.4.2 Baseline Water quality Status............................................................................................................................................................913.4.3 water Quality ............................................................................................................................................................................................943.4.4 Ground water quality ............................................................................................................................................................................953.5 SOIL ENVIRONMENT................................................................................................................................................................................. 973.6 LAND USE.....................................................................................................................................................................................................1003.6.1 Geomorphology..................................................................................................................................................................................... 1033.7 TERRESTRIAL ECOLOGY.......................................................................................................................................................................1033.7.1 Scrub Eco-system (Dry Evergreen Vegetation) ........................................................................................................................ 1033.7.2 Tidal Eco-system.......................................................................................................................... Error! Bookmark not defined.3.7.3 Mangrove Eco-system................................................................................................................ Error! Bookmark not defined.3.7.4 Marsh Eco-system ................................................................................................................................................................................ 1033.7.5 Agro Ecosystem ..................................................................................................................................................................................... 1033.7.6 Flora .......................................................................................................................................................................................................... 1033.7.7 Fauna ........................................................................................................................................................................................................ 1043.8 AQUATIC ECOLOGY..................................................................................................................................................................................1063.8.1 Planktons................................................................................................................................................................................................. 1063.8.2 Fishes......................................................................................................................................................................................................... 1063.9 SOCIO ECONOMIC ENVIRONMENT...................................................................................................................................................1073.9.1 Social Indicators ................................................................................................................................................................................... 1073.9.2 Economy of the District...................................................................................................................................................................... 1103.9.3 Land use and Resource availability .............................................................................................................................................. 1113.9.4 Industries................................................................................................................................................................................................. 1133.9.5 Interaction with Local People ......................................................................................................................................................... 114
4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES.................................................................. 1174.1 IMPACT IDENTIFICATION ....................................................................................................................................................................1174.2 CONSTRUCTION AND COMMISSIONING PHASE.........................................................................................................................1174.2.1 Construction Phase Impacts............................................................................................................................................................. 117
MITIGATION MEASURES FOR CONSTRUCTION PHASE ...................................................................................................................................1184.2.2 OPERATION PHASE ............................................................................................................................................................................. 1194.2.3 Air Environment ................................................................................................................................................................................... 1194.2.4 Water Environment............................................................................................................................................................................. 1274.2.5 Noise Environment .............................................................................................................................................................................. 1274.2.6 Flora And Fauna ................................................................................................................................................................................... 1284.3 IMPACT ASSESSMENT............................................................................................................................................................................1284.3.1 Matrix method ....................................................................................................................................................................................... 128
5 ANALYSIS OF ALTERNATIVES.................................................................................................................................................. 1335.1 INTRODUCTION ........................................................................................................................................................................................1335.2 SITE SELECTION .......................................................................................................................................................................................1335.3 PROJECT ALTERNATIVES .....................................................................................................................................................................1345.3.1 Site alternatives .................................................................................................................................................................................... 1345.3.2 Fuel alternatives ................................................................................................................................................................................... 1345.3.3 Water supply alternatives................................................................................................................................................................. 1345.3.4 Alternative Technologies................................................................................................................................................................... 134
6 ENVIRONMENTAL MONITORING PROGRAM...................................................................................................................... 1356.1 INTRODUCTION ........................................................................................................................................................................................1356.2 MONITORING METHODOLOGIES ......................................................................................................................................................1376.3 REPORTING & DOCUMENTATION ....................................................................................................................................................1377 ENVIRONMENTAL MANAGEMENT PLAN ............................................................................................................................. 1397.1 INTRODUCTION ........................................................................................................................................................................................1397.2 OBJECTIVES OF EMP .....................................................................................................................................................................................1397.3 EMP STRUCTURE AND ORGANIZATION IN JESONS INDUSTRIES LIMITED ............................................................................................140
EIA for New Facility of Jesons Industries Limited at Thervoykandigai
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7.4 EMP ROLES AND RESPONSIBILITIES ..........................................................................................................................................................1407.5 ENVIRONMENTAL MANAGEMENT PLAN FOR CONSTRUCTION PHASE .........................................................................1427.5.1 Air Quality ............................................................................................................................................................................................... 1427.5.2 Noise Environment .............................................................................................................................................................................. 1437.5.3 Water Quality and Water Resources ............................................................................................................................................ 1437.5.4 Solid Waste ............................................................................................................................................................................................. 1447.5.5 Land Environment ............................................................................................................................................................................... 1447.5.6 Ecology ..................................................................................................................................................................................................... 1447.5.7 Socio Economic...................................................................................................................................................................................... 1447.6 ENVIRONMENTAL MANAGEMENT PLAN FOR OPERATION PHASE..................................................................................1447.6.1 Air Quality ............................................................................................................................................................................................... 1457.6.2 Noise Environment .............................................................................................................................................................................. 1487.6.3 Water Quality and Water Resources ............................................................................................................................................ 1497.6.4 Effluent Treatment Plant .................................................................................................................................................................. 1527.6.5 Solid & Hazardous Wastes................................................................................................................................................................ 1527.6.6 Land Environment ............................................................................................................................................................................... 1537.6.7 Ecology ..................................................................................................................................................................................................... 1537.6.8 Green Belt Development Plan.......................................................................................................................................................... 1547.6.9 Socio – Economic Environment ...................................................................................................................................................... 1557.6.10 Occupational Health and Safety Program ............................................................................................................................ 1557.6.11 Product Safety (Customer Safety) ............................................................................................................................................ 1557.6.12 Process Safety................................................................................................................................................................................... 1567.6.13 Fire & Explosion Controls ............................................................................................................................................................ 1587.6.14 Chemicals Management System................................................................................................................................................ 1597.7 OCCUPATIONAL HEALTH / INDUSTRIAL HYGIENE PROGRAM ..........................................................................................1597.7.1 Occupational Health Monitoring ................................................................................................................................................... 1607.7.2 Emergency Management .................................................................................................................................................................. 1617.7.3 Materials Handling Storage and Transportation.................................................................................................................... 1617.7.4 H&S Audits & Inspections program............................................................................................................................................... 1617.7.5 Industrial Hygiene Monitoring ....................................................................................................................................................... 1637.8 ENVIRONMENTAL MANAGEMENT CELL.......................................................................................................................................1677.8.1 Responsibilities of Environment Management Cell ................................................................................................................ 1687.8.2 Monitoring of Environment.............................................................................................................................................................. 1697.8.3 Laboratory Facilities........................................................................................................................................................................... 1717.8.4 Corporate Responsibility for Environmental Protection (CREP) ...................................................................................... 1717.8.5 Budgetary Provisions for EMP ........................................................................................................................................................ 172
8 PROJECT BENEFITS ..................................................................................................................................................................... 173
9 SUMMARY & CONCLUSION........................................................................................................................................................ 174
10 DISCLOSURE OF CONSULTANTS ENGAGED......................................................................................................................... 176
LIST OF FIGURESFigure 1-1 EIA Process Cycle ................................................................................................................................................................ 8Figure 2-1 Location map of the Project site.....................................................................................................16Figure 2-2 SIPCOT Layout showing the proposed Project site......................................................................16Figure 2-3 Google Map of the Site and Surroundings (5 Km Radius) ...................................17Figure 2-4 Google image of the Project Site ...............................................................................................................17Figure 2-5 Proposed site ......................................................................................................................................................18Figure 2-6 Approach road to site.................................................................................................................................18Figure 2-7 Water Balance Chart ............................................................................................................................................24Figure 2-8 Project Schedule(PERT Chart)......................................................................................................................26Figure 2-9 Reaction for Pressure Sensitive Adhesives ........................................................................................57Figure 2-10 Reaction for Styrene Acrylate Polymer Emulsion.......................................................................59Figure 2-11 Reaction for Industrial Synthetic Adhesives and Glues ........................................................61
EIA for New Facility of Jesons Industries Limited at Thervoykandigai
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Figure 2-12 Reaction of Thermosetting Acrylic resin ............................................................................................62Figure 2-13 Reaction of Ethylene Vinyl Acetate Emulsion ................................................................................63Figure 2-14 Reaction of Polymer of Vinyl Acetate ..................................................................................................65Figure 2-15 Reaction of Vinyl Copolymer ......................................................................................................................67Figure 2-16 Reaction for Water Proofing Compound ............................................................................................68Figure 2-17 Reaction for Construction emulsion ......................................................................................................71Figure 3-1Google earth Image Showing the Location of Air quality Sampling Stations ...........................................79Figure 3-2 Wind rose Data for Thiruvallur...................................................................................................................................81Figure 3-3 Hydro geological map of Thiruvallur district........................................................................................................89Figure 3-4Google Earth Image Showing the Location of Sampling Stations...................................................................92Figure 3-5 Water sampling at different locations......................................................................................................................93Figure 3-6 water sampling ..............................................................................................................................................................93Figure 3-7Google Earth Image showing Location of Soil sampling....................................................................................98Figure 3-8 Soil Sampling Location....................................................................................................................................................98Figure 3-9 Land use / Land cover Map of the Study area.................................................................................................... 101Figure 3-10 Land Use classification chart ................................................................................................................................. 102Figure 3-10 District Decadal Growth Rate................................................................................................................................ 108Figure 3-11 Statistics of Main workers...................................................................................................................................... 109Figure 3-12Bar chart for Operational land holding ............................................................................................................... 110Figure 3-13Product at net and constant prices ....................................................................................................................... 111Figure 3-14 Per Capita Income at Net and Constant Prices................................................................................................ 111Figure 4-1 Ground Level Concentration (GLC) of SOX at 10 Km radius(without DG set) ............................... 121Figure 4-2 Zoomed image - (GLC) of SOX at 10 Km radius (without DG set) ............................................................... 122Figure 4-3Ground Level Concentration (GLC) of NOX at 10 Km radius (With DG set) ........................................... 123Figure 4-4 Zoomed Image of GLC of NOX at 10 Km radius (With DG set) .................................................................... 123Figure 4-5Ground Level Concentration (GLC) of CO at 10 Km radius............................................................................ 124Figure 4-6 Zoomed Image - (GLC) of CO at 10 Km radius ................................................................................................... 125Figure 4-7Ground Level Concentration (GLC) of PM at 10 Km radius........................................................................... 126Figure 4-8Zoomed Image - (GLC) of PM at 10 Km radius.................................................................................................... 126Figure 7-1 Shell and tube condenser for 10MT reactor ....................................................................................................... 146Figure 7-2 Shell and tube condenser for 25MT reactor ............................................................................................... 146Figure 7-3 Raw material storage tank .................................................................................................................................. 147Figure 7-4 Shell & Tube condenser for underground storage tank ..................................................................... 147Figure 7-5 - Wet Scrubber attached with process stack ............................................................................................. 148Figure 7-6Organizational set up for Environmental Management plan........................................................................ 168
LIST OF TABLES
Table 1-1 Existing facilities of Jesons Industries Limited 1Table 1-2 List of Industries Within 10 Km radius of the Project Site 4Table 1-3 Applicable Acts and Rules for the Proposed Project 10Table 2-1 Proposed products with capacity 14Table 2-2 Salient Features of Project and Surrounding features 19Table 2-3 Land use breakup details 21Table 2-4 Water Consumption for Proposed plant 23Table 2-5 Effluent generation and Recycling 25Table 2-6 Capacity of DG, Thermo pack 25Table 2-7 Power and Fuel requirement 26Table 2-8 Project cost break up 27Table 2-9 Source and Transportation of Raw materials and products 28Table 2-10 Material balance for the products 72
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Table 2-11 Proposed Stack Details 75Table 2-12 Municipal Waste 75Table 2-13 Hazardous Waste generation 76Table 3-1Locations of the Ambient Air Quality Stations 78Table 3-2 Meteorological observations 80Table 3-3Test Methods used for the Analysis of ambient air quality parameters 82Table 3-4 Summary of findings of ambient air quality monitoring (Average) 83Table 3-5Table Summary of findings of Noise monitoring in the study area (Average) 86Table 3-6 Rain fall data of Thiruvallur district. 90Table 3-7 Summary of test methods used for the analysis of water quality parameters 91Table 3-8Locations of the water quality stations 92Table 3-9Summary of analytical results on Surface water samples collected in the study area 94Table 3-10Results of Ground water samples collected in the study area 96Table -3-11Summary of findings of soil sampling studies in the study area (Average) 97Table 3-12Summary of analytical results of soil samples collected at different sampling stations 99Table 2-12Landuse Classification and Area 102Table 2-13List of Domestic Flora in the Study Area 104Table 3-15List of Wild Fauna in the Study Area Error! Bookmark not defined.Table 3-16Amphibian 104Table 3-17 Rodents 105Table 3-18 List of Zooplankton identified within the Study Area 106Table 2-18Land Use data - Thiruvallur 112Table 4-1 Predicted Stack Emission Details 120Table 4-2 Predicted GLC for Proposed Stack 127Table 4-3Overall Impact Classification 129Table 4-4No-Project Scenario Error! Bookmark not defined.Table 4-5Project Scenario without EMP 130Table 4-6 Project with EMP 131Table 6-1Post Project Environmental Monitoring Plan 136Table 7-1Responsibilities for EMP Implementation 140Table 7-2 Quantity of Non hazardous waste 152Table 7-3Fire Fighting Equipments Available in the Plant 158Table 7-4Fire Alarm points and its components inside the plant 159Table 7-5Environmental Monitoring Plan 169Table 7-6 CREP Points and Compliance status 171Table 7-7Cost for Environmental Protection Measures in (Rs.) 172Table 10-10-1Details of the Consultant 176
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ABBREVATIONS
S.NO Description ABBREVATION
1. PSA Pressure Sensitive Adhesive
2. SIPCOT State Industries Promotion Corporation
3. NAAQ National Ambient Air Quality Standard
4. CPCB Central Pollution Control Board
5. OH-IH Occupational Health and Industrial Hygiene
6. PPE Proper Protective Equipment
7. BELVE Boiling Liquid Expanding Vapor Explosive
8. EIA Environmental Impact Assessment
9. DM Dimineralised
10. WTP Water Treatment Plant
11. TPA Tones Per Annum
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12. HSD High Speed Diesel
13. DG Diesel Generator
14. TPD Tones Per Day
15. MT Metric Tone
16. RM Raw Material
17. STP Sewage Treatment Plant
18. ETP Effluent Treatment Plant
19. KVA Kilo Volt Ampere
20. GLC Ground Level Concentration
21. KLD Kilo Liter Per Day
22. TNPCB Tamil Nadu Pollution Control Board
23. EMP Environmental Management Plan
24. IGBC Indian Green Building Council
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25. IEMC Independent Environmental Monitoring Consultant
26. PEL Permissible Exposure Level
27. TLV Threshold Limit Value
28. PHA Process Hazard Waste
29. MSDS Material Safety Data Sheet
30. EHS Environmental, Health & Safety
31. IIR Incident Investigation Report
32. SABA Supplied Air Breath Appartus
33. IMS Industrial Management System
34. CREP Corporate Responsibility for Environmental Protection
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Executive Summary
Hubert Enviro Care Systems Pvt. Ltd. i
EXECUTIVE SUMMARYIntroduction
Jesons Industries Ltd. is one of the Largest Acrylic Emulsion Manufacturer in India with growing
Exports into high growth markets in East Asia, Africa and Middle East and have achieved a
turnover of Rs. 4952 Mn (USD 80 Mn). The Company is in the adhesive business since past three
decades having a multi-location manufacturing setup to cater demands from different geographies
with proximity to customers. These include 2 manufacturing units at Daman (Western India) and
2 at Roorkee (Northern India).
The Company has a Leading market position in Pressure Sensitive Adhesives (PSA) and is
amongst five manufacturer of Coating Emulsions in India.
Products are used in industries such as Tapes, Labels, Decorative Paints, Construction Chemicals,
Textiles, Furniture and Flocking. With the growing demand, the unit proposes to set up a
manufacturing unit at at SF No. 32/2 & 33/2(a), Plot No. A4/2 (Part B), SIPCOT Industrial
Complex, Thervoykandigai Village, Gummidipoondi Taluk, Tiruvallur District, and Tamil Nadu
in a spread of 7.75 acres land.
The site is located within SIPCOT Industrial complex. The nearest railway station is
Gummidipoondi which is 14.8 Km.
In addition to that Jesons Industries Limited planned to implement green factory concept in this
project.
Project Details
S.No Particulars Details
1. Project New Manufacturing Facility of
“Synthetic Acrylic Polymer Emulsion,
Industrial Synthetic Adhesive Glues,
Thermosetting Acrylic Resins,
polymer of vinyl Acetate and Vinyl
Copolymers, Ethylene Vinyl Acetate
Emulsion” by M/s Jesons Industrial
Limited
2. Geographical Location 13°22'0.07"N
79°59'40.19"E
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Executive Summary
Hubert Enviro Care Systems Pvt. Ltd. ii
Village: Thervoykandigai
Taluk: Gummidipoondi
District: Thiruvallur
State: Tamil Nadu
3. Project Cost 14 Crores
4. Power Requirement 250 KVA TNEB
Standby DG-1 x 250 KVA
5. Project land area 31363.07 Sq.m (7.75 acre)
6. No of Employees 200 during construction
Contract based 100 persons during operation
including staff and contract labor in 3
shifts.
7. Land use SIPCOT industrial park
8. Nearest Railway Station Gummidiponndi - 10 Km East
Ponneri - 22.7 Km East
9. Nearest Airport Chennai Meenambakkam Airport –
46.50 km in south direction
10. Nearest habitation Thervoykandigai - 0.87 Km
11. Densely populated area Periyapalayamr- 9.16 Km south East
12. Inland water bodies Saengarai ammaneri lake – 0.86 Km
(North)
Thervoykandigai lake – 0.87 Km
(East)
Poovilambedu pond–5.6 Km (North
East)
Kakavakkam Lake–6.5Km (South)
Arani river -8.2 km(south)
13. Source of water supply SIPCOT water
14. Population in Thervoykandigai 3122 as per censes data(2011)
15. Highway SH-51 from periyapalayam to puttur
(South) - 6.7Km
SH- 52 from Kaverapetti to
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Executive Summary
Hubert Enviro Care Systems Pvt. Ltd. iii
Sathyavedu (North ) – 5.49 Km
16. Sea port Ennore port – 39 Km South East
17. Forest/Wildlife Sanctuary Thervoy reserve forest – 2.77 Km
(North East),
Periya Puliyur Reserve Forest – 1.7
Km(South)
Siruvadi Forest-m 4.4Km(North West)
Palem range reserve Forest- 7.8 Km
(West)
18. Industries around Jesons
Industrial Limited
M/s Micheline India Tamilnadu Pvt
Ltd tyres Tyer.
M/s Beakert Indian pvt Ltd -
Engineering Works.
M/s Harsha Glass –Glass Product
M/s Phillips Carbon Black Ltd-
Proposed.
Type of Project
Synthetic organic chemical based processing units located inside the notified industrial
Area/estate are listed at S.N. 5(f) under category ‘A’. The report is in accordance to the Terms of
Reference (TORs) given for Environmental Clearance application for product change on 31st
March 2015.
Project Description
Location
The project site is located in Industrial Park, Thervoykandigai Village, Gummidipondi Taluk,
Thiruvallur districtin the state of Tamilnadu. It is located in north of Chennai City. It is 44.64
kms away from Chennai city. The proposed area falls in the co-ordinates of 13°22'07.9"N,
79°59'34.7"E towards North East, 13°22'02.3"N, 79°59'34.7"E towards South East, 13°22'02.3"N,
79°59'28.8"E towards South West,13022’08.1"N, 79059’28.8"E towards North West .
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Executive Summary
Hubert Enviro Care Systems Pvt. Ltd. iv
Justification of The Project
Due to growing demand in domestic and export market the present facility at Daman and
Roorkee are not able to fulfill the requirement of customer needs
Jesons Industries Limited has no manufacturing facilities in southern part of India hence
planned to construct new facilities in Thervoykandigai.
Jesons Industries Limited has good market in south region hence to fulfill the demand Jesons
Industries Limited has planned to construct the facilities in south.
To reduce the transportation cost to bring the product from northern plant to south market.
Since Chennai is located close to both Ennore and Chennai Port, and SIPCOT has already an
Industrial Estate located at Thervoykandigai, the site was selected for manufacturing facility by
Jesons Industries Limited.
Land Break Up
Raw materials
The manufacturing process of Jesons Industries Limited needs 172 raw materials . The major rawmaterials are Butyl Acrylate Monomer ,Vinyl acetate Monomer and Styrene Monomer . The list of wholeraw materials is given in Chapter 2.
S. No. Description Area (Sq.m)
1. Factory coverage area 3218
2. Green belt 10911
3. Roads and Pavement 7356
4. Future development area 8800
5. Tank farm Area 183
6. Parking Area 325
7. ETP, STP, DM Plant 210
8. Utilities 360
Total Plot Area 31363 (Sq.m) / 7.75(Acres)
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Description of The Environment
Air Quality Environment
Six ambient air quality monitoring were done within a radius of 5 km from the project site during
March to May 2015. Parameters such as VOC, heavy metals, gaseous pollutants and particulate
matter were analyzed. PM2.5 ranged from 21 to 25 μg/m3 across the monitoring locations, PM10
ranged from 48 to 55 μg/m3, SO2 varied between 10 to 15μg/m3, NO2 varied between 24 to 31
μg/m3, NH3, TVOC and other NAAQ parameters like O3 , Pb , CO were below detectable limits.
All the parameters of NAAQ standards were found within the prescribed limits.
Noise Environment
The prevailing ambient noise levels at study area were monitored at six locations within 5 km
radius. The field observations during the study period indicate that the ambient noise levels(Leq)
during day and night in the study area ranged from 45 to 60 dB(A) and from 40 to 48 dB(A)
respectively and are well within the prescribed CPCB standards for industrial area.
Water Environment
Six sampling locations of three surface water and three ground water were selected within 5 km
radius of the site for physiochemical, heavy metals, and bacteriological parameters. The pH of the
surface water ranged from 6.08 to 8.18 across the sampling stations. The Electrical conductivity of
the samples ranged from 480 to 2020 µs/cm(Karadipdhur) across the sampling stations. The
concentration of Total Dissolved solids (TDS) ranged between 290 to 1360 mg/l (karadipuhur)
across the sampling stations. The concentration of chlorides varied from 79.3 to 328.4 mg/l
(Karadhipudhur). Rest of the parameters in the sampling stations were well within the prescribed
limits. The concentration of other parameters like Aluminum ,Chromium, Lead and Chromium
were below the detection limits. All the parameters are meeting the drinking water quality
standards ( BIS-IS 10500 : 2012) for maximum permissible limits.Soil Environment
Soil characteristics such as color, porosity, soil texture, chromium, copper, sodium, chlorides etc.,
were analyzed at six sampling locations within 5 km radius of the site. Predominanent texture of
soil at the study area is sandy loamThe pH ranged from 6.12 to 7.46 , EC from 52 to 102 , CEC
from 5.5 to 50.2 and organic matter from 0.04 to 0.43% .
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Hubert Enviro Care Systems Pvt. Ltd. vi
Ecology
There is no Wild life sanctuarie / National Park within 10 Km radius of the site and there is no
rare/ endangered species within the project study area. There is one reserve foreset ‘Thervoy ‘
2.86 km and Periyapuliyur forest 1.81km from site beyond the project periperi line.
Socio-Economic Environment
The proposed new manufacturing facility is located within notified industrial estate (SIPCOT)
There is no specific impact on Socio economics and no Rehabilitation and Resettlement is
involved.
Anticipated Environmental Impacts & Mitigation Measures
The predicted air quality concentration from the stack source emission are analyzed using
AERMOD software . Based on the AERMOD software the Maximum Ground level concentration
(GLC) is estimated are shown in table below. It is found that concentration levels arising are
within NAAQ limits.
Predicted GLC for Proposed Stack Emission
Parameter Baseline data(µg/m3)
Estimated MaximumIncremental Concentration(µg/m3)
PredictedMaximumGLC(µg/m3)
NAAQStandardLimitµg/m3
SOX 12 0.317 12.317 80
CO BDL (0.005) 1.347 1.347 4000
NOX 24 0.457 24.457 80
SPM 54 0.615 54.615 100
*Emission load predicted when DG (250KVA x 1) is in continuous operation (Worst case
scenario), however DG will be used only as a backup in case of power failure
It may be noted that GLC for all parameter are well within the NAAQ standard limit.
Impact matrix for the various attributes such as air, water, soil , noise, vegetation, socio economic,
flora, fauna etc…. are workout without EMP and with EMP.
Environmental Management Plan
The Environmental Management Plan during construction and operation phase is worked out to ensure
the environmental protection around the project area as per the various standards prescribed .
About 34% of green belt area is proposed within site and future development area is also
can be considered as green belt area.
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The regulatory requirements as per TNPCB/CPCB for various effluent quality parameters
like Flow, pH , TSS , COD, BOD will be met for STP and ETP.
Continuous Ambient Air Quality monitoring station is planned to provide to monitor the
ambient air quality on continues basis.
Occupational Health and safety
Jesons Industries Limited medical surveillance program include following major elements:
Developing a OH-IH Medical Surveillance Program
Pre-Employment Examination and Periodic Medical Examinations
Determination of Fitness for Duty
Communications
Emergency Medical Treatment facility
Medical Records
Fire and Explosion Control
Jesons Industries Limited has a structured and an extensive firefighting system that serves all the
components of the plant. The main features of the existing firefighting system in Jesons Industries
Limited is as follows:
The fire station inside the plant consists of the following components:
A fully equipped fire station with trained firemen is available to serve the plant whenever the
emergency arise.
Two central multipurpose fire tenders are available that serves all the plants inside Jesons
Industries Limited.
Fire alarm communication panel.
Communication facilities such as Wireless , mobile phone , direct line telephone and intercom
facilities are accessible from all the locations of the plant.
Personal protective equipments (PPE) are available (Leather gloves, dust mask, ear muff, goggles,
PVC coat, PVC pant, PVC hood, PVC gloves, helmet with face shield, asbestos lung guard,
asbestos apron, half mask, full mask, gum boot) and are provided to the employees with sufficient
training.
Fire fighting equipments like Fire suits, Chemical protection suit, Elkhart nozzle, triple purpose
nozzles, short branches are available to serve the employees at the time of emergency.
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Budgetary Provisions for EMP
The details of capital and recurring (per annum) budget earmarked for pollution control, operation and
maintenance of pollution control facilities, for greenbelt development and maintenance are given below
in table.
Budgetary Provisions for EMP
S.NoEnvironmentalprotection measures
ProposedCapital Cost
(Lakh)
Recurring costper Annum(Lakh)
1. Air Pollution Control 15 0.5
2. Water PollutionControl
40 1.0
3. Noise PollutionControl
2 0.2
4. Occupational Healthand safety
8 1.0
5. Green beltDevelopment
2 1.0
6. Storm waterManagement
7 1.0
7. Waste Management 2 4.0
8. Fire Fighting 10 1.0
Total 86 9.7
Risk AssessmentPredicting and evaluating risk to take appropriate preventive measures during the operation phase.
The ALOHA software is used to identify the risks such as BLEVE, toxic vapour explosion for the
chemicals such as Butyal Acrylate and Vinyl Acetate that are stored in the plant at above ground
along with the magnitude of its impacts are worked out . Also, additional safety measures are
recommended for the same.
Emergency management plan, policies and principles for safety aspects of the employees is given
which are to be strictly followed by management and employees.
Applicability of Environmental Clearance for Existing Facility
The Government of India, Ministry of Environment and Forests (MoEF), New Delhi, vide
notification no. S. O. 1533 dated 14thSeptember, 2006, (subsequently amended by S. O. 3067(E)
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dated 1st December 2009), has made it mandatory to obtain ‘Prior Environmental Clearance’
falling within the schedule to that notification from MoEF (for Category A projects) .
The application along with the project documents for the “proposed new manufacturing facility
of“Synthetic Acrylic Polymer Emulsion, Industrial Synthetic Adhesive , Glues, Thermosetting
Acrylic Resins, Polymer of Vinyl Acetate and Vinyl Copolymers, Ethylene Vinyl Acetate
Emulsion”.
Conclusion
The Environmental Impact Assessment report the proposed project and assessed its predicted
impacts on land, water, air, soil and biological environment of the region. After studying the
impacts and effects of the proposed project, some of the salient features and observations with
respect to the proposed project are as follows:
No extraction of ground water is proposed
This project adopts Zero Liquid Discharge system hence there is no discharge of effluent.
Process waste having calorific value is planned to provide to cement factory as
alternative fuel. In addition it is also proposed to supply to AFRF(Alternative fuel
resource facilities) at GEPIL Ranipet Tamil Nadu.
Other Hazardous wastes will be disposed TSDF Gummidipoondi Tamil Nadu as per
hazardous waste rules 2008.
Jesons Industries Limited will be providing adequate safety measures and does not
anticipate any adverse effect on health of workers.
For handling and storage of raw materials and finished products proper saftey measures
has been considered.
Wet scrubber is proposed for Thermo pack heater (furnace oil) stack.
Common scrubber will be provided to all acid fume emission reactors and activated carbon
filter to organic emission reactors.
34.8 % of proposed plot area will be developed with Green a belt area.
The project is beneficial to the society in terms of socio economic conditions.
The environmental impact assessment of M/s Jesons Industries Ltd reviles that there is a
marginal positive impact and this project will improve the socio economic condition of the area.
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1. INTRODUCTION
1.1 COMPANY BACKGROUND
Jesons Industries Ltd. is one of the Largest Acrylic Emulsion Manufacturer in
India with growing Exports into high growth markets in East Asia, Africa and
Middle East and have achieved a turnover of Rs. 495.2 Cr.
The Company is in the adhesive business from 1972 and having a multi-
location manufacturing setup to cater demands from different geographies
with proximity to customers. These include 2 manufacturing units at Daman
(Western India) and 2 at Roorkee (Northern India) and now proposing a new
unit at Chennai for catering the demands in Southern India.
Table 1-1 Existing facilities of Jesons Industries Limited
S.No Location Unit Address
1 Daman 1 Survey No. 377/1/7,Zari Causeway Road, Behind Stone Quarry,Kachigam, Nani Daman (U.T.).
2 Daman 2 Survey No. 377(16A),Zari Causeway Road, Behind Stone Quarry,Kachigam, Nani Daman - 396210 (U.T.),
3 Roorkee 1 Plot No. 29-A, KEI Industrial Estate,Opp. Uttam Sugar Mills, Village MundiyakiPargana, Manglaur, Tehsil Roorkee,Dist. Haridwar,Uttarakhand State - 345646,
4 Roorkee 2 Plot No. 29-A, KEI Industrial Estate,Opp. Uttam Sugar Mills,Village Mundiyaki,ParganaManglaur,Tehsil Roorkee,Dist. Haridwar – 345646,Uttarakhand State, India.
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The Company has a Leading market position in Pressure Sensitive Adhesives
(PSA) and is one amongst five manufacturers of Coating Emulsions in India.
The products are used in industries such as Tapes, Labels, Decorative Paints,
Construction Chemicals, Textiles, Furniture and Flocking.
1.1.1 PRODUCT DETAILS
Jesons Industries Limited has two product lines – Pressure Sensitive
Adhesives (PSA) and Coating Emulsions
Pressure Sensitive Adhesives (PSA)- which account for 71% of
total product revenue, are water-based acrylic adhesives used in
packaging tapes, bar coding labels and sticker labels used in the
packaging of consumer goods, pharmaceuticals, cosmetics, food and
beverage and other applications
Coating Emulsions product line- which accounts for 29% of total
product revenue, makes a comprehensive range of emulsions based
on styrene, acrylic, vinyl acetate or a combination of the above
chemistries. These are used in decorative paints, construction
chemicals, textile flocking, printing and finishing
Jesons Industries Limited serves diversified end markets including
consumer goods, pharmaceuticals and cosmetics, food and beverage (for
PSA used in packaging tapes and labels), construction, textile and
furniture industries (for paint and textile emulsions)
Jesons’ products are sold mainly under its 'Bondex' and “Polytex’ umbrella
brand, which is highly regarded and well recognized by customers
1.2 PROMOTERS AND BACKGROUND
Jesons Industries Limited was founded in 1972 by Mr. Shashikant Gosalia and has
since become one of India’s largest manufacturers of acrylic emulsions, for the
adhesives and coatings industries.
An ISO 9001-2008 accredited company.
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The Company is 100% owned by the Gosalia family. Mr. Dhiresh Gosalia, the
Chairman and Managing Director, is the son of the founder and has been at the
helm of the company since 1991. He is supported by a strong management team
Jesons has 238 employees, It is headquarter in Mumbai, India and has a sales
office in Delhi, India.
The Company has developed a comprehensive range of adhesives and polymer
emulsions, through continuous R&D located at Navi Mumbai, through product
optimization and close collaboration with customers
Jesons operates a low cost – high volume production platform comprising of four
production units in two locations in India - Roorkee and Daman.
The Company deploys a predominantly direct sales business model with long
standing relationships and has a wide base of over 800 institutional customers with
no one client accounts for more than 2% of sales
1.3 PROPOSED NEW UNIT AT THERVOYKANDIGAI
With the growing demand, the unit proposes to set up a manufacturing unit at
SF No. 32/2 & 33/2(a), Plot No. A4/2 (Part B), SIPCOT Industrial Complex,
Thervoykandigai Village, Gummidipoondi Taluk, Thiruvallur District, Tamil
Nadu. The site extent is 7.75 acres.
The products to be manufactured are Synthetic Acrylic Polymer Emulsion,
Industrial Synthetic Adhesive, Glues Thermosetting Acrylic Resins, Polymer of
vinyl Acetate and Vinyl Copolymers, Ethylene Vinyl Acetate Emulsion. The
total capacity proposed is 41400 MTPA.
The nearest railway station is Gummidipoondi which is 14.8 Km and National
Highway is present 16 Km towards East . Nearest Airport is Chennai Airport
which is 43.4 Km. The site is 4.05 Km from Tamil Nadu- Andhra Pradesh
Boundary (Interstate boundary)
The cost estimate for the proposed project will be around Rs.14 Crores and
implementation period will be 9 months.
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1.4 MARKET POTENTIAL
The market potential for the products in Srilanka, Malaysia, Bangladesh and
other countries are more due to cost effective strategy, implemented by
Jesons Industries Limited.
In India also the market is growing due to the policy of Industrialization by the
Government of India.
Demand for packing has increased which has led to demand for adhesives and
glues.
The products are used in following industries
Stationery – Label adhesives, (Vinyl copolymer - used in label
adhesives),
Polymer of vinyl acetate, Synthetic Acrylic Polymer Emulsions,
Construction Emulsions - used in Paint, textile and Flocking, Furniture,
BOPP tape, Construction activity as a water proofing compound etc.
1.5 PROJECT SETTINGS
The site is located in Thervoykandigai Industrial Complex on Northern part of
Thiruvallur District. Major industries located are given in Table 1-3 below
with its distance and direction from the site. The satellite imagery for the
same around a radius of 10 Km is attached in Annexure 1.
Table 1-2 List of Industries Within 10 Km radius of the Project Site
S.No Industry Product Distance & Direction
1. Michelin India Pvt. Ltd. Tyres 1.17 Km, S
2. Phillips Carbon Black Ltd. Carbon Black 2.03 Km, S
3. Harsha Industries Engineering
works
1.77Km SW
4. Bekeart Indian Pvt. Ltd Engineering 1.1 Km, S
5. Harsha Glass Glass 1Km , SW
6. Kamachi Sponge and Power Sponge iron and 11Km , NE
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S.No Industry Product Distance & Direction
Corporation Ltd Electricity
7. Tulsyan NEC Limited Steel 13Km, NE
1.6 EIA REQUIREMENT FOR THE PROJECT
The Government of India, Ministry of Environment and Forests (MoEF), New
Delhi, vide notification no. S. O. 1533 dated 14th September, 2006,
(subsequently amended by S. O. 3067(E) dated 1st December 2009), has
made it mandatory to obtain ‘Prior Environmental Clearance’ for all the
projects listed under Schedule 5 (f)- ‘Synthetic Organic Chemical
Industries’ (Synthetic Organic Chemicals and Chemical
Intermediates) from MoEF (for Category A projects) or from SEIAA (for
Category B projects).
The proposed project is located at SIPCOT Industrial Complex at
Thervoykandigai and within 5 Km from Inter State Boundary of Tamil Nadu
and Andhra Pradesh and hence the application was submitted to MoEF.
Environmental Clearance was obtained from MoEF for SIPCOT Industrial
Complex vide Letter No. 21-49/2009-IA.III dated 9th August, 2010 and the
same is enclosed in Annexure-2.
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The application along with the project documents for the new proposal
was submitted on 15.12.2014 to MoEF & CC.
Based on the information furnished, presentation was done before the
Expert Appraisal Committee (EAC) on 20th January, 2015 vide Agenda
No. 32.3.9 and Terms of Reference (TOR) were assigned for the EIA
study by MoEF in the letter F.No. J-11011/409/2014-IA-II (I) dated 31st
March 2015. Terms of Reference is enclosed in Annexure-3.
Thus, Jesons Industries Limited was required to prepare an
Environmental Impact Assessment (EIA) Study Report for final appraisal
by EAC.
With a view to evaluate likely impacts on various components of the
environment due the proposed project, Jesons Industries Limited took
services of Hubert Enviro Care System Pvt. Ltd. for preparation of
Environmental Impact Assessment Report.
1.7 METHODOLOGY ADOPTED FOR THE STUDY
An Environmental Impact Assessment (EIA) is an assessment of the possible
impact, whether positive or negative, that a proposed project may have on
the environment, together consisting of the natural, social and economic
aspects, i.e. aiming at “Sustainable Development” due to the project
activities.
1.7.1 OBJECTIVES OF THE EIA REPORT
To ensure that environmental considerations are explicitly addressed
and incorporated into the development decision-making process.
To anticipate and avoid, minimize or offset the adverse significant
biophysical, social and other relevant effects of the above project
proposal.
To protect the productivity and capacity of natural systems and the
ecological processes which maintain their respective functions.
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To promote development that is sustainable and optimizes resource use
as well as management opportunities.
To fully recognize the scope and requirements of the TOR and comply
with the same.
1.7.2 EIA PROCESS
The EIA process followed for this EIA report is composed of the following
stages:
Study of project information
Screening & Scoping
Environmental pre-feasibility study & application for approval of TOR
Collection of detailed project management plan/report
Baseline data collection
Impact identification, Prediction & Evaluation
Mitigation measures & delineation of EMP
Risk assessment and safety & disaster management plan
Review & finalization of EIA Report
Submission of EIA report for implementation of mitigation measures &
EMP as well as necessary clearances from relevant Authority.
The EIA Cycle based on the above stages has been presented as
illustration in subsequent Figure 1-2
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Figure 1-1 EIA Process Cycle
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1.8 ENVIRONMENTAL AND RELATED ACTS AND RULES APPLICABLE
The following are some of the acts and rules related to environment which
are applicable for the proposed project:
1) EIA Notification 2006 and its amendments
2) The Manufacture Storage and Import of Hazardous Chemicals Rules,1989
and its amendments
3) The Water (Prevention and Control of Pollution) Act, 1974 and its
amendments
4) The Air (Prevention and Control of Pollution) Act,1981 and its
amendments
5) The Hazardous Waste (Management, Handling and Trans boundary
movement) Rules,2008 and its amendments
6) The Public Liability Insurance Act,1991 and its amendments
7) The Environmental (Protection) Rules,1986 and its amendments
8) The Noise Pollution (Regulation and Control) Rules, 2000
9) The Explosive Act,1884
10) The Central Motor Vehicle Act, 1988
11) The Tamil Nadu Factories Rules 1950 and its amendments.
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The details of applicable Acts and Rules and the applicability to the project is given in Table 1-4.
Table 1-3 Applicable Acts and Rules for the Proposed Project
S.No Act and rules
applicable
Purpose Objective Applicability
1. The EIA Notification
2006 and its
amendments.
New projects, Expansion
modernization, new
manufacturing of the
existing project
Protection and
Improvement of the
Environment
Environmental clearance
from Ministry of
Environment & Forest.
2. The Manufacture,
Storage and Import of
Hazardous Chemicals
Rules, 1989 and its
amendments
Handling of Hazardous
Chemicals
Regulate the manufacture,
storage and import of
Hazardous Chemicals
Preparation/ update of
On-site Emergency
Preparedness Plan and
submission to Factory
inspectorate.
Preparation/ update of
Safety Report and submit
to Factory inspectorate.
Preparation of Material
Safety Data Sheet.
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S.No Act and rules
applicable
Purpose Objective Applicability
3. The Water (Prevention
and Control of
Pollution) Act, 1974
and its amendments.
New projects, Expansion
modernization, new
manufacturing of the
existing project,
Existing plants
Prevention, control and
abatement of water
pollution
Consent to establish and
Consent to Operate from
State Pollution Control
Board
4. The Air (Prevention
and Control of
Pollution) Act, 1981
and its amendments.
New projects, Expansion
/modernization, new
manufacturing of the
existing project, Existing
industries
Prevention, control and
abatement of air pollution
Consent to Establish and
Consent to Operate from
State Pollution Control
Board.
5. The Hazardous waste
(Management,
Handling and
Transboundary
Movement Rules) 2008
and its amendments.
Management, Handling
and Transboundary
Movement of Hazardous
waste
Prevention, Control and
abatement of pollution
Hazardous waste
Authorization from State
Pollution Control Board.
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S.No Act and rules
applicable
Purpose Objective Applicability
6. The Environmental
(Protection)
Rules,1986 and its
Amendments
New projects,
Expansion/modernizatio
n new manufacturing of
the existing project,
Existing industries
Protection and
Improvement of the
Environment
Environmental Standards
as specified are to be
complied.
Submission of
Environment Statement.
7. The Noise Pollution
(Regulation And
Control) Rules, 2000
New projects,
Expansion/modernizatio
n new manufacturing of
the existing project,
Existing industries
To protect the workers
and public from noise
related problems
Noise control measure.
Comply with Noise
standards.
8. The Public Liability
Insurance Act, 1991
and its amendments
Transportation of
Hazardous Substance.
To provide immediate
relief to persons affected
by accident involving
hazardous substances and
also for Establishing an
Environmental Relief fund
Provision of Liability
Insurance Policy.
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S.No Act and rules
applicable
Purpose Objective Applicability
9. The Tamil Nadu
Factories Rules 1950
and its amendments.
New projects,
Expansion/modernizatio
n new manufacturing of
the existing project,
Existing industries
Control of workplace
environment, and
providing for good health
and safety of workers
Factory License from
Factory inspectorate.
10. The Central Motor
Vehicle Act, 1988
New projects,
Expansion/modernizatio
n new manufacturing of
the existing project,
Existing industries
Check the pollution load of
vehicles inside the plant
Adequate environmental
measures are put in place
to check the vehicular
emissions.
11. The Explosive Act 1884 New projects,
Expansion/modernizatio
n new manufacturing of
the existing project,
Existing industries
Production, Storage and
import of explosive
substance in and around
the project and provides
the regulations for the
safety and environmental
measures
Safety measures are
complied for the storage
of chemicals in the plant
as per PESO guidelines
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2. PROCESS DESCRIPTION
2.1 ABOUT THE PROJECT
Jesons Industrial limited proposes the following products with a total capacity
of 41400 TPA. The details of products with individual production capacity is
given in Table 2-1.
Table 2-1 Proposed products with capacity
S.No Products Capacity
TPD TPA
1 Synthetic Acrylic Polymer
Emulsions
60 18000
2 Industrial Synthetic Adhesives
and Glues
8 2400
3 Thermosetting Acrylic Resins,
Ethylene vinyl acetate Emulsions
30 900
4 Polymer of Vinyl Acetate 12 360
5 Vinyl Copolymers 8 2400
6 Water proofing compounds and
Construction emulsions
20 6000
Total 138 41400Note – For item No. 6, in ToR issued, it is mentioned 5MT/Day
2.2 JUSTIFICATION FOR THE PROJECT
Due to growing demand in domestic and export market the present facility
at Daman and Roorkee are not able to fulfill the requirement of customer
needs.
Jesons Industries Limited has good market in south region and no
manufacturing facility in southern part of India. Hence to fulfill the demand
Jesons Industries Limited has planned to develop a facility in south
To reduce the transportation cost to bring the products from northern plant
to south market.
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Since Chennai is located close to both Ennore and Chennai Port, and SIPCOT
Industrial Complex (located at Thervoykandigai) has already obtained
Environmental Clearance, site is close to Chennai near to Customer base, the
site was selected for manufacturing facility by Jesons Industries Limited.
2.3 PROJECT LOCATION
The project site is located at R32/2 & 33/2(a), Plot No. A4/2 (Part B), SIPCOT
Industrial Complex, Thervoykandigai Village, Gummidipoondi Taluk,
Thiruvallur District, Tamil Nadu. The proposed site falls in the co-ordinates of
13°22'02.3"N, 79°59'34.7"E towards North – East, 13°22'02.3"N,
79°59'34.7"E towards South – East , 13°22'02.3"N, 79°59’28.8"E towards
South – West , 13°22'08.1"N, 79°28’8"E towards North – West .
Site is located to north of Chennai City and is 41 kms away from Chennai city.
The proposed site is connected through SH – 51 along Puttur – Periyapalayam
Road and SH – 52 - Sathyavedu Road. The location map of the site is given
in Figure 2-1. The layout of SIPCOT Industrial complex is given in Figure 2-
2.
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Figure 2-1 Location map of the Project site
Figure 2-2 SIPCOT Layout showing the proposed Project site
ProposedJesons Site
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Figure 2-3 Google Map of the Site and Surroundings (5 Km Radius)
Figure 2-4 Google image of the Project Site
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Figure 2-5 Proposed site
Figure 2-6 Approach road to site
Proposed Site
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Table 2-2 Salient Features of Project and Surrounding features
S.No Particulars Details
1. Proposed
Project
“Manufacturing of Synthetic Acrylic Polymer
Emulsions, Industrial Synthetic Adhesives, Glues,
Thermosetting Acrylic Resins, Polymer of Vinyl
Acetate and Vinyl Copolymers, Ethylene vinyl acetate
Emulsions, Water proofing compounds and
Construction Emulsions”
2. Geographical
Location
13º22’07.9”N, 79º59’34.7”E Towards North East
13º22’02.3”N, 79º59’34.7”E Towards South East
13º22’02.3”N, 79º59’28.8” E Towards South West
13º22’08.1”N, 79º59’28.8”E Towards North West
Village: Thervoykandigai
Taluk: Gummidipoondi
District: Thiruvallur
State: Tamil Nadu
3. Project Cost 14 Crores
4. Power
Requirement
250 KVA TANGEDCo
Stand by DG-250KVA
5. Project land area 7.75 Acres
6. Land Use SIPCOT land
7. No. of
employees
200 during construction , 100 during operation
8. Land use Industrial Use
9. Nearest Railway
Station
Gummidipoondi 14.8 Km (North east)
10. Nearest Airport Chennai Meenambakkam Airport – 43.4 km (south)
11. Nearest
habitation
Thervoykandigai- 0.3 Km (North)
12. Densely
populated area
Periyapalayam- 8.4 Km (South East)
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S.No Particulars Details
13. Inland water
bodies
Senkari Ammaneri Lake-0.86 Km (North),
Thervoy kandigai Lake- 0.87 I Km (East),
Poovilambedu Pond – 5.6 Km (North east ),
Kakkavakkam Lake-6.5 km (south),
Arani River – 8.2 km (South).
14. Fresh water
Requirement
and Source of
water supply
100 KLD from SIPCOT
15. Population in
Thervoykandigai
3122 as per 2011 Census data
16. Highway SH-51 from periyapalayam to puttur (6 Km from Site
towards South)
SH – 52 Kaverapettai to Sathyavedu
(5.6 Km from site towards North)
17. Sea port Chennai port – 44 Km (South East)
Ennore Port – 39 Km (North East)
18. Forest/Wildlife
Sanctuary
Thervoy Reserve forest - 2.87 Km (North East)
Periya Puliyur forest - 2.26Km (South)
Palem Range – 7.8Km (West)
Pulicat lake – 21.42 Km (North East)
No notified Forest/ Wild life Sanctuary within 10 Km
radius
2.4 LAND REQUIREMENT
The land use breakup of the existing plant is given below in Table 2-3.
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Table 2-3 Land use breakup details
S. No. Description Area (Sq.m) Percentage %
1 Total Plot Area 31363.087 100
2 Factory coverage area 3218 10.26
3 Green belt 10911 34.76
4 Roads and Pavement 7355.77 23.48
5 Future development
area
8800 28.06
6 Tank farm Area 183 0.58
7 Parking Area 325 1.04
8 ETP, STP, DM Plant 210 0.67
9 Utilities 360 1.15
The land document and allotment letter are enclosed in Annexure-4. The
proposed plant layout is enclosed in Annexure-5.
2.5 UTILITIES AND SERVICES
The utilities of the proposed manufacturing unit are given below
2.5.1 WATER SYSTEM
Water received from SIPCOT is stored in underground sump and treated in
the Demineralised(DM) Water Treatment Plant. As per requirement, raw
water and DM water will be supplied to the plant. We can divide the Storage
and WTP into various systems, viz.,
i. Raw water system
ii. DM water system
iii. Fire water system
2.5.1.1 Raw Water System
SIPCOT will supply the raw water of 100KLD to the industry as mention in
the lease document. The raw water system will pumped to DM plant which
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 22
further used for process and utility purpose. The lease document and
allotment letter are attached in Annexure-4.
2.5.1.2 DM Water System
After drawing, Raw water flows to DM plant. DM water is mainly used for
process and Thermo pack. The DM plant consists of a strong acid cation
exchanger, followed by weak base anion exchanger, degasser and strong
base anion exchanger with regeneration facility and acid / alkali proof tiled
trench for effluent flow.
The DM plant is operated manually. DM plant is designed for 16 hours of
operation. Balance time is available for regeneration. DM plant capacity is
100 KLD. The requirement of DM water is 75 KLD for process and TFH.
The DM plant rejects are treated in Effluent Treatment Plant (ETP) .
The design of DM plant is enclosed in Annexure- 6.
2.5.1.3 FIRE WATER SYSTEM
The fire water system is provided in the plant as precautionary step to
avoid accident in and around plant. A tank with storage capacity of
2,00,000 is provided. The system provide 2280 LPM Diesel driven pump
set 1 No, 2280 LPM Electrical driven pump set – 1 No, 180 LPM Jockey
pump set 1 No and 900 LPM for Terrace booster pump 1 No. and the
design base report of fire water system is attached in Annexure -7.
2.5.2 WATER SUPPLY
Water supply for proposed facility is obtained from SIPCOT. Raw Water
requirement for proposed manufacturing facility - Process, cooling, washing,
potable water, steam makeup etc., is 100 m3/day . The water requirement
is given in Table 2-4 below.
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 23
Table 2-4 Water Consumption for Proposed plant
S.
No
Description Raw
Water
Recycled
water
Total
1 Process (DM water) 52 - 52
2 Cooling tower make
up
- 3 3
3 Thermo Pack (DM
Water)
5 - 5
4 Potable water 5 - 5
5 Reactor / vessels/
floor Washings
4 1 5
6 Green Belt 34 4 38
6 Total 100 8 108
Note
100 KLD sourced from SIPCOT
SIPCOT has allotted 100 KLD and the same is mentioned in lease document and
allotment letter in item no 11 is attached in the Annexure-4.
Water Balance is given in Figure 2-5
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 24
Figure 2-7 Water Balance Chart
Note: No process effluent is generated from the reactor as the reaction is polymerization.
2.5.3 EFFLUENT GENERATION AND RECYCLING
There is no process effluent generation for the proposed project as it is
polymerization reaction. Sewage is generated from domestic use and
effluent is generated from floor and vessel washings, scrubber, DM plant
etc. The sewage generated is treated in Sewage Treatment Plant of 5 KLD
and the treated sewage is used for green belt development. The effluent is
treated in ETP of 8 KLD and Evaporator of 5 KL capacity. The treated
effluent is used for cooling tower make up and floor washings. Zero liquid
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 25
discharge system is proposed for the project. The total effluent generation
and recycling details are given in Table 2-5.
Table 2-5 Effluent generation and Recycling
S. No Description Quantity (KLD)
1 Effluent from Reactor/ vessel
Washings, scrubber, DM plant
rejects
7
2 Sewage 4.5
Total effluent generation 11.5
1 Effluent Recycle 4
2 Treated sewage for green belt 4
Total Recycle 8
2.5.4 UTILITIES
The utility requirements for the proposed project are listed in Table 2-6
Table 2-6 Capacity of DG, Thermo pack
Details Proposed Fuel
Thermo pack 1x 850 Kg/ Hour Furnace Oil
DG Sets 1 x 250 KVA HSD
2.5.5 POWER AND FUELS
Power requirement is being met from TNEB. However, DG sets are available
to back-up power requirement during power restrictions by TNEB. The
power requirement is proposed as 250 KVA.
The unit uses furnace oil as the main fuel for its Thermo pack. Diesel fuel is
used for DG generators based on the utilization. The Fuel consumption for
DG is proposed as 1.2* KL/month of Diesel. Details of the power and fuel
requirements are listed in Table 2-7
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 26
Table 2-7 Power and Fuel requirement
Details Proposed Capacity/
quantity
Source
Power Requirement 250 KVA TNEB
Fuel oil for Diesel
generators (HSD)
1.2 * KL/month PSU Oil
companies
Fuel oil for Thermo
pack (Furnace Oil)
30 KL/ month PSU Oil
companies
* Consumption based on current power restrictions @ 4 hrs of operations/
day.
2.6 MANPOWER
The man power requirement during construction phase will be 200 nos. and
during operation phase will be 100 nos. including staff and contract laborers.
2.7 PROJECT SCHEDULE
The schedule period for the proposed project is 9 months. The schedule for
the project is given in the for PERT chart in (Figure 2-8) below
S.No.TASK
Month1 2 3 4 5 6 7 8 9
1 ENGINEERING2 PROCUREMENT3 CONSTRUCTION
i. CIVILii. MECHANICALiii. ELECTRICALiv. INSTRUMENTATION
4 COMMISSIONING
Figure 2-8 Project Schedule(PERT Chart)
2.8 PROJECT COST
The project cost for the proposed new facility is estimated as Rs.14 Crores.
The details are given in Table below
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 27
Table 2-8 Project cost break up
S.No Details Cost in Lakh1 Land Cost 400
2 Project Management & Detail
Engineering Service25
3 Civil and Construction Cost 400
4 Equipment , Electrical,
Erection, piping,
Commissioning Cost
500
5 Contingency 25
6 Environmental Related Cost 50
Total Project Cost 1400
2.9 RAW MATERIAL REQUIREMENTS AND STORAGE
The raw materials used in the proposed site are acquired from different
sources and different modes of transport. The movement of the raw materials
across the site is given below in Table 2-9 along with the storage capacity
and type of packing. The raw materials are stored in Raw material storage
yard within the plant layout.
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 28
Table 2-9 Source and Transportation of Raw materials and products
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
1. Acetic acid RM HDPE
container
200 Indigenous 0.2 Shaded RM
Warehouse
By Road - from
Gujarat &
Maharashtra
2. Acrylic Acid RM HDPE
container
200kg Import 5 Shaded RM
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
3. Aqueous Liquor
Ammonia (23
%)
RM HDPE
container
200kg Indigenous 10 Shaded RM
Warehouse
By Road - from
Gujarat &
Maharashtra
4. Sulphuric Acid RM Glass bottle 200kg Indigenous 0.01 Shaded RM
Warehouse
By Road - from
Gujarat &
Maharashtra
5. OPS 25 G RM HDPE
container
200kg Indigenous 2 Shaded RM
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 29
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
6. AAEM RM HDPE
container
200kg Indigenous 0.2 Shaded RM
Warehouse
By Road - from
Gujarat &
Maharashtra
7. Acrylamide RM HDPE
container /
Bag
200kg / 25
kg
Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
8. AEROSOL A-102 RM HDPE
container
200kg Import 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
9. ALPHOX 200 RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
10. ALPHOX 300 RM HDPE
container
200kg Indigenous 5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
11. ANP - 30 RM HDPE
container
200kg Indigenous 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 30
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
12. D.A.M RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
13. Defoamer RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
14. Di Alle Pthlate RM HDPE
container
200kg Indigenous 0.02 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
15. DAINOL 25P RM HDPE
container
200kg Indigenous 5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
16. DISPONIL A-
3065
RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
17. DK-30 RM HDPE
container /
Bag
200kg / 25
kg
Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 31
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
18. DOWFAX 2A1 RM HDPE
container
200kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
19. DYNASILANE
VTMO
RM M.S.
container
200kg Import 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
20. LISSAPOL
(3070)
RM HDPE
container
200kg Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
21. MERGAL K9N RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
22. MYKOL 105 RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
23. MYKOL 160 RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 32
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
24. MYKOL NX 70 RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
25. N.D.W RM HDPE
container
200kg Indigenous 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
26. NCN RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
27. NXZ RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
28. PA 40 RM HDPE
container
200kg Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
29. PE 601 RM HDPE
container
200kg Indigenous 1.5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
30. Pottassium
Persulphate
RM Plastic/Paper
bag
25 kg Indigenous 5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 33
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
31. PVAE 173 RM Plastic/Paper
bag
25 kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
32. R-610 RM HDPE
container
200kg Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
33. RHEOLATE FX
1070
RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
34. RHODACAL DS-
4
RM HDPE
container
200kg Indigenous 1.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
35. RHODAPEX CO
436
RM HDPE
container
200kg Import 1.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
36. SIPOMER WA3 RM HDPE
container
200kg Indigenous 1.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 34
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
37. Sodium Vinyl
Sulfonate (SVS)
RM HDPE
container
200kg Indigenous 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
38. SPECTRA W 96 RM HDPE
container
200kg Indigenous 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
39. SPECTRA X 250 RM HDPE
container
200kg Indigenous 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
40. SPECTRA X25
(OPE)
RM HDPE
container
200kg Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
41. Tertiary
butylhydroxyl
Peroxide
RM HDPE
container
200kg Indigenous 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
42. TABONIC AOS RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
43. TABOSIL DF RM HDPE
container
200kg Indigenous 0.1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 35
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
44. X-305 RM HDPE
container
200kg Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
45. X-405 RM HDPE
container
200kg Indigenous 5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
46. JMV 24 RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
47. WBPU /
Dispercoll U 54
RM HDPE
container
200kg Import 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
48. DA 102 RM M.S.
container
200kg Indigenous 10 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
49. DA 103 RM M.S.
container
200kg Indigenous 10 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 36
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
50. Texanol E.A RM HDPE
container
200kg Import 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
51. OT-75 RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
52. Silquest A-171
SILANE
RM HDPE
container
200kg Import 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
53. Suprasec 1042 RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
54. Trysol LAC RM HDPE
container
200kg Import 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
55. Cytec EF -800 RM M.S.
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
56. EP-120 RM Plastic bag 25 kg Indigenous 0.5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 37
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
57. EP-645 RM HDPE
container
200kg Indigenous 0.5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
58. AROSOL EF-
800(HS2)
RM HDPE
container
200kg Import 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
59. NP4.5 MOLE RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
60. NOIGEN NP-8 RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
61. GMA RM HDPE
container
200kg Import 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
62. SPECTRA NA RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
63. NOIGEN X-100 RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 38
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
64. LCN 118 RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
65. Rhodapax TR
2030S
RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
66. Calfax DB 45 RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
67. Disponil FES77 RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
68. BORAX RM Plastic bag 25 kg Indigenous 0.5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
69. Caustic Potash RM Plastic bag 50 kg Indigenous 0.3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
70. Caustic soda RM Plastic bag 50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 39
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
71. Cobalt nitrate RM HDPE
container
1kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
72. Decolite RM M.S.
container
50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
73. Ferrous
sulphate
RM HDPE
container
1kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
74. Maize starch RM Plastic bag 200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
75. SAPCO 1907B RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
76. Sodium lauryl
sulphate
RM Plastic bag 25 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
77. Soda ash RM Plastic bag 50kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 40
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
78. Sodium acetate RM Plastic bag 50kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
79. Sodium bi
carbonate
RM Plastic bag 50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
80. Sodium hexa
meta phosphate
RM Plastic bag 50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
81. Sodium hydro
sulphite
RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
82. Sodium meta bi
sulphate 62%
RM Plastic bag 50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
83. Sodium
sulphate
RM Plastic bag 50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
84. Titanium dioxide RM Plastic/Paper
bag
25 kg Indigenous 0.1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 41
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
85. Di iso butylene RM HDPE
container
200kg Import 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
86. Sodium Per
Sulphate
RM Plastic bag 25 kg Indigenous 0.5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
87. Industrial Urea RM Plastic/Paper
bag
50 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
88. Tetra sodium
pyrophosphate
RM Plastic/Paper
bag
25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
89. ADDITIVE 12 RM Plastic/Paper
bag
25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
90. ADDITIVE 13 RM Plastic/Paper
bag
25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
91. ADDITIVE 14 RM Plastic/Paper
bag
25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 42
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
92. ADDITIVE 15 RM Plastic/Paper
bag
25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
93. ADDITIVE 16 RM Plastic/Paper
bag
25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
94. ADDITIVE 17 RM Plastic/Paper
bag
25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
95. Ammonium
carbonate
RM Plastic bag 25 kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
96. Ammonium per
sulphate
RM Plastic bag 25 kg Indigenous 0.5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
97. Calcium
carbonate
precipated
RM Plastic bag 50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
98. Di sodium
phosphate
RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 43
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
99. Formic Acid
85%
RM HDPE
container
5 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
100. HCL RM HDPE
container
50 kg Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
101. Hydrogen
Peroxide
RM Glass bottle 50 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
102. Methanol Lr RM M.S.
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
103. Mono sodium
phosphate
RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
104. NDDM RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
105. NEOWET 5X RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 44
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
106. NoIGEN ET 155 RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
107. Sodium
hydroxide
RM Plastic bag 50 kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
108. Tert dodecyl
mercaptant LR
RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
109. Tri Ethnol
Amines
RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
110. Sodium Citrate RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
111. Copper Sulphate
LR
RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
112. Citric Acid RM HDPE
container
1 kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 45
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
113. 2 Ethyl Hexyl
Acrylate
RM HDPE
container /
Bulk
200kg Import 20 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
114. Acrylonitrile
(A.C.N.)
RM HDPE
container
200kg Import 5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
115. Butyl acrylate RM HDPE
container /
Bulk
Bulk Import 105 RM storage
tank -1
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
116. Butyl metha
acrylate
RM HDPE
container
200 kg Import 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
117. Ethyl acrylate RM HDPE
container /
Bulk
Bulk Import 10 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
118. Hydroxy ethyl
metha acrylate
RM HDPE
container
200kg Import 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 46
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
119. Methyl
methacrylate
monomer
RM HDPE
container /
Bulk
200kg Import 20 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
120. Styrene
monomer
RM M.S.
container /
Bulk
Bulk Import 35 RM storage
tank-1
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
121. Vinyl acetate
monomer
RM M.S.
container /
Bulk
Bulk Import 35 RM storage
tank-1
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
122. Methyl Acrylate RM HDPE
container
200kg Import 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
123. Formaldehyde
37%
RM HDPE
container
200kg Indigenous 5 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
124. Para
Formaldehyde
RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 47
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
125. VEOVA 10 RM HDPE
container /
Bulk
200kg Indigenous 15 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
126. ITACONIC ACID RM HDPE
container
200kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
127. Suprasec 5002 RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
128. Butyl carbitol RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
129. Aluminium
chloride
RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
130. Sodium Penta
chloride
RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
131. D.M.O. DIST.
SOL 1402
(PAF )
RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 48
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
132. DA 905 - EVA RM HDPE
container
200kg Import 10 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
133. Sodium
Benzoate
RM HDPE
container
200kg Indigenous 0.025 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
134. ADDITIVE 11 RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
135. Lupasol G 20 RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
136. Phenol RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
137. Alum RM HDPE
container /
Plastic Bag
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 49
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
138. Polyelectolite RM HDPE
container
200kg Indigenous 0.01 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
139. GUM ARABIC
(GRADE-71)
RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
140. OPAQUE
POLYMER (H-
332)
RM HDPE
container
200kg Indigenous 10 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
141. ECOSYS PBC RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
142. ALFODET -46 RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
143. ETERSOL RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 50
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
144. OPES 066 RM HDPE
container
200kg Indigenous 0.6 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
145. 2 Ethyl Hexanol RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
146. Di ethylene
Glycol
RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
147. Iso propyl
Alcohol
RM M.S.
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
148. M.E.G RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
149. PEG 600 RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
150. Toluene RM M.S.
container /
Bulk
Bulk Indigenous 35 RM storage
tank - 2
By Road - from
Refinery - Tamil
Nadu
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 51
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
151. C9 RM HDPE
container /
Bulk
200kg Indigenous 35 RM storage
tank - 2
By Road - from
Refinery - Tamil
Nadu
152. SBP RM M.S.containe
r / Bulk
Bulk Indigenous 35 RM storage
tank - 2
By Road - from
Refinery - Tamil
Nadu
153. Polyvinyl
Alcohol
RM Plastic/Paper
bag
25 kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
154. NATROSOL GR RM Plastic/Paper
bag
25 kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
155. NATROSOL LR
250
RM Plastic/Paper
bag
25 kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 52
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
156. TACOLIN(3179) RM HDPE
container
200kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
157. TYLOSE
H15YG4
RM Plastic/Paper
bag
25 kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
158. Hydroxy Ethyl
Cellulose
RM Plastic/Paper
bag
200kg Import 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
159. RS1717 (PVA) RM Plastic/Paper
bag
25 kg Import 2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
160. Metahacrylamid
e
RM Plastic/Paper
bag
25 kg Indigenous 3 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
161. PVA-224 RM HDPE
container
25 kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 53
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
162. GL-05 RM Plastic/Paper
bag
25 kg Import 5 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
163. TAMOL NNOX RM HDPE
container
200kg Indigenous 0.2 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
164. JP33 RM Plastic/Paper
bag
200kg Import 1 Shaded RM -
Warehouse
By sea upto Ennore
/chennai Port and
then By Road from
Port to Plant
165. D.B.M RM HDPE
container /
Bulk
200kg Indigenous 10 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
166. D.B.P RM HDPE
container /
Bulk
200kg Indigenous 10 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
167. D.O.M RM HDPE
container /
Bulk
200kg Indigenous 20 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 54
S.No Description Inventory
Posting
Group
Packing Packing
Size (Kg)
Source storage
Capacity
(MT)
Location of
storage
Transportation
168. Mono Iso Octyl
Maclate
RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
169. PLASTICIZER
DP
RM HDPE
container
200kg Indigenous 1 Shaded RM -
Warehouse
By Road - from
Gujarat &
Maharashtra
170. Furnace Oil
/LDO
Fuel Bulk Bulk Indigenous 35 Fuel storage
tank - 2
By Road - from
Refinery - Tamil
Nadu
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 55
2.10 MANUFACTURING PROCESS
The proposed products and the manufacturing process description are as
under:
a) Synthetic Acrylic Polymer Emulsions
1. Pressure sensitive Adhesive (PSA)
2. Styrene Acrylate co polymer Emulsion
b) Industrial Synthetic Adhesives, Glues
c) Thermosetting Acrylic Resins, Ethylene vinyl acetate Emulsions
d) Polymer of Vinyl Acetate
e) Vinyl Copolymers
f) Water proofing compounds and Construction emulsions
2.10.1 SYNTHETIC ACRYLIC POLYMER EMULSIONS
There are two types of synthetic acrylic polymer emulsions namely Pressure
sensitive adhesives and Styrene Acrylate Co-polymer emulsion.
2.10.1.1 Pressure Sensitive Adhesive :30 TPD
a) REACTOR
1. Charge DM Water (5716.0kgs) in reactor.
2. Heat up to35 to 40 degree centigrade.
3. Charge Dainol-25, IG Surf -8405 (surfactant 12.0 & 12.0kgs) &
Soda ash (7.0kgs) Check pH(10.0 to 11.0).
4. Heat up to76 to 78 degree centigrade.
b) OVER HEAD TANK
1. Charge DM Water (3750.0 kgs) in Over Head tank.
2. Charge Dainol-25 (surfactant 59.5 kgs), Methacrylic Acid (265.0
kgs) & Butyl Acrylate Monomer (13156.0 kgs).
3. Mix 60 minutes &check Monomer emulsion.
c) INITIATION
1. Add 520 kgs monomer pre-emulsion in reactor.
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 56
2. Charge Potassium Per Sulphate (Catalyst - 59.5 kgs)+ DM water
(520.0 kgs) solution.
3. Hold for 30 minutes.(temp. should be rise up to 80 to 84 degree
centigrade)
d) REGULAR FEEDING
1. After holding start regular feeding of monomer pre-emulsion for
3.5 to 4.0 hours.
2. Control temp. between 87 to 90 degree centigrade.
e) POST ADDITION
1. After feeding over hold for 0.5 hour then add Liquor Ammonia (23
% concentration) (28.750 kgs) & Hold for15 minutes.
2. Add Tertiary Butyl Hydroxy Peroxide (5.0 kgs+ IG SURF 1.250 kgs
+DM water 37.5 kgs)solution& Hold for 15 .minutes.
3. Add Decolite (8.5 kgs+ DM water 102.5 kgs) solution & Hold for
60 minutes.
4. Cool up to 75 degree centigrade then add Alphox-300 (surfactant
95.0 kgs +DM water 162.5 kgs)& NH3 (88.5 kgs)
5. Cool up to 45 degree centigrade then add Formaline & adjust pH
8.0 to 9.0.
f) QUALITY CONTROL CHECK
g) PACKING IN 50 KG AND 240 KG HDPE BARRELS AND TANKERS.
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 57
Figure 2-9 Reaction for Pressure Sensitive Adhesives
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 58
2.10.1.2 Styrene Acrylate Co-polymer Emulsions: 30 TPD
a) REACTOR
1. Charge DM Water ( 2359.5 kg) in reactor
2. Start heating.
3. At 65 degree centigrade charge OPE(44.4kg), DOWFAX 2 A1
(37.5kg) .
4. Adjust pH 4.0 to 5.0 by Formic acid (0.3) .
5. Heat up to 77 to 80 degree centigrade.
b) OH TANK
1. Charge DM Water in OH tank (1238.3).
2. Charge OPE solution (18.1) ,Dowfax 2A1 (79.2kg) & mix 15
minutes.
3. Charge Styrene (2310.3kg) ,Butyl acrylate Monomer (2379.7kg) .
4. Charge acrylic acid ( 80.2 kg ) & acrylamide (126.8 kg) solution.
5. Mix 30 minutes & check .
6. Add silane A 171(19.7) before 5 minutes of seed.
c) INITIATION
1. Add 324 kgs monomer pre-emulsion in reactor for 10.0 mt. 77 to
80 degree centigrade.
2. Charge Potassium Per sulphate (11kg) solution.
3. Hold for 30 minutes.(temp. should be rise up to78 to 82 degree
centigrade)
d) REGULAR FEEDING
1. start regular feeding of PPS (15.2kg) & monomer pre-emulsion for
3.5 to 4.0 hours.
2. Control temp. between 80 to 86 degree centigrade.
3. After feeding over hold for 0.5 hour.
4. Add Tertiary Butyl Hydroxyl Peroxide (4.9kg ) solution & Decolite
(4.9 kg) solution slowly in 15 minutes.
5. Hold for 60 minutes.
6. Add Decolite solution in 15 minutes & hold for 30 minutes.
7. Cool up to 65 degree centigrade.
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 59
8. Add Liq. Ammonia- 23 % (32.8 kg)& adjust pH 8.0 to 9.0 & send
sample to QC.
9. Add Formaldehyde (9.6 kg) .
h) Pack through 100 mesh in 50 kg , 240 kg and bulk in tanker.
Figure 2-10 Reaction for Styrene Acrylate Polymer Emulsion
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 60
2.10.2 INDUSTRIAL SYNTHETIC ADHESIVES AND GLUES - BATCH SIZE 10MT
a) REACTOR
1. Charge Toluene (843 kg) in reactor, SBP (211 kg.) , C9 ( 211Kg.).
2. Charge Phenolic formaldehyde Resin (73 Kg.). Mix for 1 hour.
3. Charge Magnesium Oxide (40 kg), Zinc Oxide 2 kg.And then add
Proportionately Toluene (3378 kg.) ,C9 (1900 kg.) and SBP (1900
kg.) Proportionately for 3 hours with Sy. Neoprene rubber 1161 kg.
4. Cool for 40 degree Celsius.
b) QUALITY CONTROL CHECK
c) PACKING IN 1 kg. , 2 kg. , 5 kg. , 20 kg. , 50 KG AND 220 KG
MS Containers.
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 61
Figure 2-11 Reaction for Industrial Synthetic Adhesives and Glues
2.10.3 THERMOSETTING ACRYLIC RESINS, ETHYLENE VINYL ACETATE EMULSIONS – BATCH
SIZE 10 MT
2.10.3.1 Thermosetting Acrylic Resin Emulsions
a) REACTOR
1) Add Methanol (3800.0kgs) in reactor.
2) Heat up to 40 degree centigrade.
b) OH TANK
1) Charge Methyl Meth acrylate Monomer (2000.0kgs)
2) Charge Butyl acrylate Monomer (3000.0kgs)
3) Charge 2 Hydroxy Ethyl Acrylate (1000.0kgs)
c) REACTION
1) Charge benzyl peroxide (4.0kgs)+methanol ( 60.0kgs)
2) Charge 800kgs monomer mix .
3) Heat slowly up to 80 degree centigrade &hold for 30minutes
4) Charge benzyl peroxide (1.5.0kgs)+methanol ( 40.0kgs)
5) Charge 1300kgs monomer mix in 30 minutes. Hold for 30 minutes
6) Charge benzyl peroxide (1.5.0kgs)+methanol ( 40.0kgs)
7) Charge 1300kgs monomer mix in 30 minutes. Hold for 30 minutes
8) Charge benzyl peroxide (1.5.0kgs)+methanol ( 40.0kgs)
9) Charge 1300kgs monomer mix in 30 minutes. Hold for 30 minutes
10) Charge benzyl peroxide (1.5.0kgs)+methanol ( 40.0kgs)
11) Charge 1300kgs monomer mix in 30 minutes. Hold for 30
minutes
12) Charge benzyl peroxide (1.5.0kgs)+methanol ( 40.0kgs)
13) Hold for 30minutes
14) Cool up to 50 degree centigrade.
d) Quality control Check
e) Packing in 240 Kg
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 62
Figure 2-12 Reaction of Thermosetting Acrylic resin
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 63
2.10.3.2 Ethylene Vinyl Acetate Emulsions : 10 MT ( Mixing )
a) Reactor
1) Charge Ethylene Vinyl Acetate Emulsions ( 9000kg.) in Reactor.
2) Add Mergal K9N ( 2 kg ) in Reactor .
3) Add DM water ( 998 Kg) in Reactor.
4) Quality Testing.
5) Packing in 50 kg. and 220 HDPE containers.
Figure 2-13 Reaction of Ethylene Vinyl Acetate Emulsion
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 64
2.10.4 POLYMER OF VINYL ACETATE –BATCH SIZE 10 MT
a) REACTOR
1) Charge DM Water (4931.5 kgs) in reactor.
2) Heat up to 45 to 50 degree centigrade.
3) Charge GH-17R ( Polyvinyl alcohol 292.100kgs).
4) Heat up to 92 to94 degree centigrade & hold for 1.0 hour.
5) Charge Sodium Lauryl Sulphate (Surfactant 1.3 kgs), Defoamer
(SAPCO 1907b 0.800 kgs) & Buffer (Sodium Bi Carbonate 12.600
kgs)
b) OH TANK
1) Charge Vinyl Acetate Monomer (4185.5kgs) in OH tank.
c) REGULAR FEEDING IN REACTOR
1) Charge Potassium Per Sulphate (PPS) ( 5.5kgs) + DMwater
(67.400kgs) solution in reactor.
2) Start regular Vinyl Acetate Monomer feeding for 4.5 hour to 5.5
hour.
3) Control temp at 78 degree centigrade to 84 degree centigrade.
4) Add PPS (3.8kgs)+ DM water (225.2kgs) solution in every 30
minutes during monomer addition.
5) After monomer addition hold for 1.0 hour.
6) Cool up to 50 degree centigrade.
d) POST ADDITION
1) Add formaldehyde (9.4kgs) & DM water (97.8kgs)
e) QUALITY CONTROL CHECK
f) PACKING IN 220 KG HDPE BARRELS
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 65
Figure 2-14 Reaction of Polymer of Vinyl Acetate
2.10.5 VINYL COPOLYMERS – BATCH SIZE 10 MT
a) REACTOR
1) Charge DM Water (3872.5kgs) in reactor.
EIA for New Facility of Jesons Industries Limited at Thervoykandigai Project Description
Hubert Enviro Care Systems Pvt. Ltd. Page 66
2) Heat up to 45 to 50 degree centigrade.
3) Charge GH-17R (Polyvinyl alcohol 69.8kgs) & LR (Hydroxyl Ethyl
Cellulose 69.8kgs).
4) Heat up to 92 to94 degree centigrade & hold for 60 minutes.
5) Charge Alphox 500,SR-610 (surfactant 47.9 & 95.8 kgs) &
Ammonia (29.8 kgs) at 83 degree centigrade to 84 degree
centigrade.
b) OH TANK
1) Charge Di Octyl Maleate (1881.4kgs),2 Hydroxyl Ethyl Acrylate
(1059.1kgs),Vinyl Acetate Monomer (1849.9) & Di Allyl Maleate
(4.3kgs) in OH tank.
2) Mix for 30 minutes.
c) REGULAR FEEDING
1) Charge Potassium per sulphate - PPS (8.7kgs)+DM water
(164.7kgs) solution in reactor.
2) Start regular monomer feeding for 4.0 hour to 4.5 hour.
3) Control temp 78 degree centigrade to 84 degree centigrade.
4) After monomer mix addition hold for 0.5 hour.
5) Prepare PPS (9.6kgs)+DM water (164.7kgs) solution.
6) Add 1/3 part of PPS & hold for 30 minutes.
7) Add 1/3 part of PPS & hold for 30 minutes.
8) Add 1/3 part of PPS & hold for 1.5 hour.
9) Cool up to 65 degree centigrade.
d) POST ADDITION
1) Add Di Butyl Phthalate (349.5kgs), Caustic Potash (6.8kgs+DM
water 49.8 )& Mergal K9N (7.8kgs).
2) Add PA-40(surfactant 130.7kgs),Octonal (98.7kgs)&Defoamer
(SAPCO NDW9.4 kgs+Dmwater 9.4kgs) . Mix 1.5 hour.
3) Cool up to 40 to 45 degree centigrade.
e) Quality control Check
f) Packing in 0.5 Kg, 1 Kg, 5 Kgs, 7.5 Kg, 20 Kg, 50 Kg and 220
Kg.
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Figure 2-15 Reaction of Vinyl Copolymer
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2.10.6 WATER PROOFING COMPOUNDS AND CONSTRUCTION EMULSIONS – BATCH SIZE
10 MT
2.10.6.1 Water Proofing Compounds : Batch size : 1 MT.
1) Take Titanium Dioxide Paste ( 500 kg. Water and 402 kg Titanium
Dioxide ) in Reactor.
2) Add Dispersion Agent 0.7 Kg.in Reactor.
3) Add Defoamer 1.6 Kg in Reactor .
4) Add styrene Acrylate Emulsion (80.5 kg) in Reactor.
5) Add Sodium Hexa Meta Phosphate (1.6 Kg ) in Reactor.
6) Add IGSURF 8405 (4 kg.) in Reactor.
7) Add Liquor Ammonia 23 % ( 8 kg) in Reactor.
8) Blend for 4 hours .
9) Quality Check, Filter then Pack into 50 kg , 240 kg. HDPE
containers.
Figure 2-16 Reaction for Water Proofing Compound
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2.10.6.2 Construction Emulsions : Batch size : 10 MT.
a) REACTOR
1) Charge DM water (1797.143kgs) in reactor.
2) Start heating.
3) At 45 degree centigrade charge Dainol-25P (surfactant
30.733kgs)+DM water (190.524kgs) & Sod. Sulphate (4.09kgs)+
DM water (49.092kgs),
4) Heat up to 82 to 88 degree centigrade.
b) OH TANK
1) Charge DM Water (1763.810kgs) in OH tank.
2) Charge Dainol - 25P(surfactant 51.529kgs)+DM water(30.0kgs),
X-405 (surfactant 97.305kgs)+DM water (68.095kgs) & mix 5
minutes.
3) Charge Styrene (2340.724kgs) ,BA (2002.076 & Acrylic acid
(155.086kgs) +DM water( 47.72kgs).
4) Mix 15 minutes &check .
c) INITIATION IN REACTOR
1) Add 300kgs monomer pre-emulsion in reactor.
2) Charge (Potassium Per Sulphate- PPS) catalyst (16.886kgs)+DM
water(247.619kgs) solution.
3) Hold for 30minutes.(temp. should be rise up to 80 to 84 degree
centigrade)
d) REGULAR FEEDING IN REACTOR
1) Prepare PPS (6.657kgs)+ DM water (333.333kgs) solution in
Catalyst tank.
2) start regular feeding of PPS solution & monomer pre-emulsion for
3.5 to 4.0 hours.
3) Control temp. between 80 degree centigrade to 85 degree
centigrade.
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4) After feeding over hold for 0.5 hour.
e) POST ADDITION IN REACTOR
1) Add PPS( 0.100kgs)+DM water (30.476kgs) & hold for 1.0 hour.
2) Cool up to 65 degree centigrade.
3) Add Tertiary Butyl Hydroxyl Peroxide (2.043kgs), Dainol - 25p
(0.505kgs)+DM water(20.476kgs) solution in 15 minutes & hold
for 15minutes.
4) Add Decolite (2.043kgs)+DM water(26.667kgs) solution in 15
minutes & hold for 30 minutes.
5) Cool up to 45 degree centigrade.
6) Add Liqor Ammonia (160.0kgs) & adjust pH 8.0 to 9.0.
7) Add x405 (surfactant 20.476kgs)+DM water (20.476kgs).
8) Add Sodium Sulphate (123.810kgs)+DM water (238.095kgs)
solution.
9) Add Texanol (190.476kgs)
f) QUALITY CONTROL CHECK-
g) PACKING IN 240 KG HDPE BARRELS
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Figure 2-17 Reaction for Construction emulsion
2.11 MATERIAL BALANCE
Material Balance for each product is given in Table 2-10 below
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Table 2-10 Material balance for the productsProduct Input( MT) Out put (MT)
Product Qty(MT/Annum)
Input (RM) Qty (kg) RM (MT/MT) RMMT/Annum
(MT/DAY) Output Qty (kg) (MT/MT) Year (MT) DAY(MT)
PressureSensitive
adhesives (PSA )
10800 D M Water 11153.75 0.44642 4821.31 13.21 Product 24985 1.000 10800 29.6Dainol 25P 71.5 0.00286 30.91 0.08 Process Waste
(Residue)15 0.0006 6.48 0.018
IG Surf 8405 13.25 0.00053 5.73 0.02Sod. Carbonate 7 0.00028 3.03 0.01Methacrylic Acid 265 0.01061 114.55 0.31Butyl Acrylate Monomer 13156 0.52656 5686.80 15.58Potassium Persulphate 59.5 0.00238 25.72 0.07Liquor Ammonia 23 % 118 0.00472 51.01 0.14Tertiary Butyl Hydroxyl Peroxide 5 0.00020 2.16 0.01DECOLITE 8.5 0.00034 3.67 0.01Alphox-300 95 0.00380 41.06 0.11Formaldehyde 47.5 0.00190 20.53 0.06Total 25000 Product 24985 1.000 10800
Sy.AcrylicPolymer
Emulsions(Styrene Acrylate
Emulsions)
7200 D M Water 4749 0.4752 3421.33 9.37 Product 9994 1.000 7200.00 19.7DOWFAX 2A1 116.7 0.0117 84.07 0.23 Process Residue 6 0.001 4.32 0.0OPE (70%) 62.5 0.0063 45.03 0.12Formic acid 0.3 0.0000 0.22 0.00Styrene 2310.3 0.2312 1664.41 4.56Butyl Acrylate Monomer 2379.7 0.2381 1714.41 4.70Acrylic acid 80.2 0.0080 57.78 0.16Acrylamide (50%) 126.8 0.0127 91.35 0.25SILANE A 171 19.7 0.0020 14.19 0.04Potassium Persulphate 26.2 0.0026 18.88 0.05Tertiary Butyl Hydroxyl Peroxide 4.9 0.0005 3.53 0.01DECOLITE 4.9 0.0005 3.53 0.01Liquor Ammonia 23 % 109.2 0.0109 78.67 0.22Formaldehyde 9.6 0.0010 6.92 0.02Total 10000 Product 9994 1.000 7200
IndustrialSynthetic
Adhesives & Glues
2400 Toluene 4221 0.42218 1013.24 2.78 Product 9998 1.000 2400.00 6.6SBP ( Specific Boiling Point ) 2111 0.21114 506.74 1.39 Process Residue 2 0.000 0.48 0.0C9 2111 0.21114 506.74 1.39Phenolic Formaldehyde Resin 364 0.03641 87.38 0.24Magnesium Oxide 30 0.00300 7.20 0.02Zinc Oxide 2 0.00020 0.48 0.00Synthetic neoprene rubber 1161 0.11612 278.70 0.76Total 10000 Product 9998 1.000 2400
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Product Input( MT) Out put (MT)
Product Qty(MT/Annum)
Input (RM) Qty (kg) RM (MT/MT) RMMT/Annum
(MT/DAY) Output Qty (kg) (MT/MT) Year (MT) DAY(MT)
ThermosettingAcrylic Resins
4500 Methyl Methacrylate Monomer 2000 0.20004 900.18 2.47 Product 9998 1.000 4500.00 12.3Butyl Acrylate Monomer 3000 0.30006 1350.27 3.70 Process Residue 2 0.000 0.90 0.02 Ethyl Hexyl Acrylate 1000 0.10002 450.09 1.23Benzyl Peroxide 11.5 0.00115 5.18 0.01Methanol 3988.5 0.39893 1795.18 4.92Total 10000 Product 9998 1.000 4500
Ethylene VinylAcetate Emulsions
4500 DM Water 998 0.09980 449.10 1.23 Product 10000 1.000 4500.00 12.3Mergal K9N 2 0.00020 0.90 0.00 Process Residue 0 0.000 0.00 0.0EVA Polymer Emulsion 9000 0.90000 4050.00 11.10Total 10000 Product 10000 1.000 4500
Polymer of VinylAcetate
3600 D M Water 5489 0.54923 1977.23 5.42 Product 9994 1.000 3600.00 9.9GH-17 292.1 0.02923 105.22 0.29 Process Residue 6 0.001 2.16 0.0SLS 1.3 0.00013 0.47 0.00SBC 12.6 0.00126 4.54 0.01SAPCO 1907B 0.8 0.00008 0.29 0.00Vinyl Acetate Monomer 4185.5 0.41880 1507.68 4.13Potassium Persulphate 9.3 0.00093 3.35 0.01Formaldehyde 9.4 0.00094 3.39 0.01Total 10000 Product 9994 1.000 3600
Vinyl Copolymers 2400 D M Water 4261.1 0.42637 1023.28 2.80 Product 9994 1.000 2400.00 6.6Natrosol LR-250 69.8 0.00698 16.76 0.05 Process Residue 6 0.001 1.44 0.0Polyvinyl Alcohol (GH-17) 69.8 0.00698 16.76 0.05Alphox-500 47.9 0.00479 11.50 0.03Emulsifier R-610 95.8 0.00959 23.01 0.06Liquor Ammonia 23 % 29.8 0.00298 7.16 0.02Vinyl Acetate Monomer 1849.9 0.18510 444.24 1.22Di octyl Malleate 1881.4 0.18825 451.81 1.242 Ethyl hydroxyl Acrylate 1059.1 0.10597 254.34 0.70Di Allyl Malleate 4.3 0.00043 1.03 0.00Potassium Persulphate 18.3 0.00183 4.39 0.01Dibutyl Pthlate 349.5 0.03497 83.93 0.23Caustic Potash 6.8 0.00068 1.63 0.00Mergal k9 N 7.8 0.00078 1.87 0.01Emulsifier PA-40 130.7 0.01308 31.39 0.09OCTANOL 98.7 0.00988 23.70 0.06SAPCO NDW 19.3 0.001931159 4.63 0.01
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Product Input( MT) Out put (MT)
Product Qty(MT/Annum)
Input (RM) Qty (kg) RM (MT/MT) RMMT/Annum
(MT/DAY) Output Qty (kg) (MT/MT) Year (MT) DAY(MT)
Total 10000 Product 9994 1.000 2400
Water ProofingCompound
3000 D M Water 500 0.50000 1500.00 4.11 Product 1000 1.000 3000.00 8.2Mergal K9N 1.6 0.00160 4.80 0.01 Process Residue 0 0.000 0.00 0.0Styrene MonomerAcrylateEmulsion
80.5 0.08050 241.50 0.66
Igsurf 8405 4 0.00400 12.00 0.03sodium Hexa Meta Phosphate 1.6 0.00160 4.80 0.01Defoamer 1.6 0.00160 4.80 0.01Titanium Dioxide 402 0.40200 1206.00 3.30Liquor Ammonia 23 % 8 0.00800 24.00 0.07Dispersion Agent 0.7Total 1000 Product 1000 1.000 3000
ConstructionEmulsions
3000 D M Water 4764.905 0.47678 1430.33 3.92 Product 9994 1.000 3000.00 8.2Dianol-25P 82.457 0.00825 24.75 0.07 Process Residue 6 0.001 1.80 0.0IG Surf 8405 147.305 0.01474 44.22 0.12SOD.SULPHATE 127.905 0.01280 38.39 0.11Styrene 2340.725 0.23421 702.64 1.93Butyl Acrylate Monomer 2002.075 0.20033 600.98 1.65Acrylic acid 155.085 0.01552 46.55 0.13Potassium Persulphate 23.643 0.00237 7.10 0.02DECOLITE 2.045 0.00020 0.61 0.00Tertiary Butyl Hydroxyl Peroxide 2.045 0.00020 0.05 0.00Liquor Ammonia 23 % 160.83 0.01609 48.28 0.13NDW 0.505 0.00005 0.15 0.00Texanol 190.475 0.019058935 57.18 0.16Total 10000 Product 9994 1.000 3000
Total 41400 DM Water Requirement as a RM in production 14622.58 40.06 Process Waste ( Residue) in MT 17.59
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2.12 POLLUTION CONTROL MEASURES PROPOSED
2.12.1 AIR POLLUTION CONTROL MEASURES
The air pollution control measures proposed for the new facility is given in
Table 2-11. Apart from this scrubber is proposed for process vents.
Table 2-11 Proposed Stack Details
2.12.2 EFFLUENT TREATMENT SYSTEM
The waste water generate from both domestic usage and process are
treated separately in STP and ETP respectively . Treated sewage is used for
gardening and treated effluent is used for Cooling tower make up and floor
washing. Zero Liquid discharge system is proposed for the facility.
2.12.3 SOLID WASTE MANAGEMENT
The hazardous and solid wastes generated from proposed production will be
disposed as per the Hazardous waste Management and Handling Rules. The
details are given in Tables 2-12 and 2-13 respectively.
Table 2-12 Municipal Waste
S.No Details of Waste Proposed Method of Disposal1 Used Paper Waste 50 kg. Per
MonthSell as a scrap toauthorized buyer
2 Food Waste 100 kg. PerMonth
Will be given toOutsourced cateringservice Provider forappropriate disposal
SourceStack
Dia. (m)
Stack
Height (m)
Stack
Temp.
(oC)
Stack
Velocity
(m/sec.)
Gas Discharge
Qty. (m3/hr)
Thermopack 0.30 15 120 9 1591
DG 250KVA(HSD) 0.20 11 290 15 417
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Table 2-13 Hazardous Waste generationS.No TYPE OF WASTE CATEGORY SOURCE QUANTITY
(Kg/ month)
STORAGE/ DISPOSAL
1 ETP SLUDGE 34.3 ETP 500 stored within the
Premises and disposed
as Per the Guideline
CPCB and TNPCB which
will be send to TSDF
Facility.
2 Process Waste
and Gel Scrap
33.3 Cleaning of
Reactor and
From batch
Process due
to sticky
nature
(adhesive)
1500 stored within the
Premises and disposed
as Per the Guideline
CPCB and TNPCB (will
be send to TSDF
Facility or cement
Manufacture)
3 Used Oil 5.1 Plant
Equipment /
DG set
42 Will be sent to TSDF
Facility.
4 Empty Plastics
Containers /
Drums
33.3 Process
Plant
400 Reused for storing the
Chemicals.
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3. BASELINE ENVIRONMENTAL STATUS
3.1 INTRODUCTION
Environment is a dynamic system which differs from place to place and changes over a period of
time. This change can be natural or anthropogenic. Natural changes occurring in the environment is
due to many factors and it is out of bounds to control by mankind. Anthropogenic changes or
impacts on the environment can be identified and suitable remedial measures can be implemented
to attenuate the impacts. To assess the impact of a project or activity it is necessary to generate
baseline environment information in the proposed project site. Base line environmental information
helps the decision makers to evaluate the present scenario and to predict the impact the project
might pose to the environment. Data on the prevailing environmental components such as air,
meteorology, water, noise, soil, ecology, and socio-economics are collected and analyzed.
3.2 Air and Meteorological Environment
The objective for collecting data on baseline ambient air quality is to predict the incremental
pollutant concentration that might occur during the construction and operation phase of the project.
If adverse impacts are anticipated suitable mitigation measures are proposed at the design stage of
the project itself. This survey gives information on type of air pollutant which will have significant
impact near the vicinity of the project location. To achieve this objective, 6 ambient air quality
stations are selected within a radius of 5 km from the project site. The air quality stations are
selected based on the predominant wind direction, wind speed and atmospheric stability category in
the region which governs the plume rise and dispersion of air pollutants. Selection of the stations
are also based on locations of existing sources of air pollution and sensitive receptors such as
hospitals, schools, thickly populated residential localities, elderly homes etc.
3.2.1 Reconnaissance
Reconnaissance survey was conducted upto 5 km radius from the project site which is located in
Northern part of Tamil Nadu in Thiruvallur District. The project site is situated in a flat terrain with
ground elevation varying from about 41 meters above mean sea level. The surrounding impact zone
of 5 km radial distance consisting of the rural, urban and industrial areas is marked. In general the
study area experiences predominant wind from W-NW and towards SE direction during the season
April to June, The baseline status of air environment includes identification of specific air pollution
parameters expected to have significant impacts and assessing their existing levels in ambient air
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Hubert Enviro Care Systems Pvt. Ltd. Page 78
within the impact zone. The baseline status of air environment with respect to the identified air
pollutants can be assessed through air quality monitoring program using methodically designed air
monitoring network.
To establish the baseline monitoring status of air environment in the study area during the period of
April, 2014, 6 AAQM locations within the radius of 5 kms (with one station outside the radius)
were selected using network design criteria and monitored as per CPCB guidelines (Twice a week
sampling and 24 hr continuous sampling each day). The selected sampling locations reported in
Table 3-1and Figure 3-2 below. The pollutants were analyzed during ambient air quality
monitoring as listed in latest MoEF notification.
The background ambient air quality has been monitored for all the 12 parameters as per 16th
September 2009, NAAQ standards
Table 3-1Locations of the Ambient Air Quality Stations
S.No Sampling station Geographical
coordinates
Aerial distance from
the site (km)
Direction with
respect to site
1. AAQ1 - Thervoykandigai Govtschool
13022’354”N79059’836”E
0.24 North
2. AAQ2- Kaiyadi 13019’795”N79058’925”E
4.39 South East
3. AAQ3 - Kollanur 13°22'19.34"N80° 1'0.86"E
2.56 South West
4. AAQ4 - Kannan kottai 13°23'33.58"N79°58'48.10"E
2.79 North West
5. AAQ5- Panchali 13°23'52.23"N80° 0'36.88"E
3.85 East
6. AAQ-6 kardipudhur 13°21'51.01"N79°57'52.75"E
3.31 North East
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Figure 3-1Google earth Image Showing the Location of Air quality Sampling Stations
3.2.2 Micro metrology
The study of micro-meteorological conditions of a particular region is of utmost importance to
understand the variations in ambient air quality status. The prevailing micrometeorology at project
site plays a crucial role in transport and dispersion of air pollutants released from the plant. The
persistence of the predominant wind direction and wind speed at the project site will decide the
direction and extent of the air pollution impact zone. The principal variables which affect the air
pollution dispersion and resultant air quality status micrometeorology are horizontal transport and
dispersion (average wind speed and directions), convective transport and vertical mixing
(atmospheric stability) and also topography of the area towards local influences.
For determining the prevailing micro-meteorological conditions during the study period, an
automatic continuous digital weather station was installed at project site. The location is chosen
such that there is no obstruction to the flow of wind and sunlight. The hourly meteorological data of
wind speed, wind direction, temperature and solar radiation were recorded at the project site. These
frequencies were computed on 8 hourly as well as 24 hourly basis and the corresponding results are
used to draw wind rose for 00-08hrs, 08-16 hrs, 16-24 hrs and 00-24hrs corresponding to study
period as shown in subsequent sections. The terrain is flat and elevation varied from 3-6 m above
mean sea level when one travels from coast and landward. The wind rose for the months of March,
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April and May2014 shows the predominant winds from direction. The wind directions during the
study period are W-NW . Accordingly, the impact zone will be spread in SE-SSE directions. The
average wind speed observed during the study period is 3 m/sec with the considerable frequency of
a wind range of calm to about 22 km/hour. Due to its proximity with the Bay of Bengal, the
ambient temperature at project site ranged between 25-40°C while the relative humidity range from
49-79% at project site. The meteorological data collected during monitoring is used for
interpretation of baseline status and to simulate the meteorological conditions for prediction of
impacts in modeling studies.
Table 3-2 Meteorological observations
S.No Parameter Observation
1 Wind Direction SW-SE-W-WSW
2 Wind Speed Range 2 to 8.8 m/sec
3 Annual Average Rainfall 1211 mm
4 Average Wind Speed 3 m/sec
5 Temperature Range Max. Temp: 40°C
Min. Temp: 25°C
6 Average Temperature 32°C
7 Humidity Range (24hr) 49 to 79 %
8 Cloud cover Partly cloudy
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Figure 3-2 Wind rose Data for Thiruvallur
3.2.3 Base line air quality status
The, mean value of Particulate Matter (PM2.5), Particulate Matter (PM10), Sulphur Dioxide (SO2),
Nitrogen Dioxide (NO2), CO μg/m3,Pb μg/m3,O3,NH3, Benzene, Benzo (a) pyrene, As and Ni at
various monitoring locations during the AAQ monitoring period. The concentration of SO2 ranged
from 10 to 15 μg/m3 across the sampling stations. The highest concentration of SO2 14.8 μg/m3was
observed at AAQ1 & AAQ 4. The concentration of NO2 ranged from 21-25μg/m3 across the
sampling stations. The highest concentration of NO2 was 24.31 μg/m3was observed atAAQ2 . The
concentration of SO2and NO2 is well below the permissible level of 80 and 80 μg/m3.The
concentration of PM2.5 ranged between 21-25 μg/m3 and PM10 ranged between 48-55 μg/m3. The
concentrations of PM10 and PM2.5was found to be below the permissible limit of100 and 60
μg/m3respectivelyat all the sampling stations. The concentrations CO, Pb, Benzene, Benzo (a)
pyrene,O3, As and Ni were BDL at all the sampling stations.
The base line air quality parameter monitored
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Table 3-3Test Methods used for the Analysis of ambient air quality parameters
S.No Parameters Analytical method NAAQ standards: 2009
1 Sulphur Dioxide (SO2),
μg/m3
IS: 5182 (Part - 2):2001
(Reaff:2006)
50 (Annual) 80 (24
Hours)
2 Nitrogen Dioxide (NO2),
μg/m3
IS: 5182 (Part - 6): 2006 40 (Annual) 80
(24 Hours)
3 Particulate Matter
(PM2.5), μg/m3
IS: 5182 (Part - 23): 2006 40 (Annual) 60
(24 hours)
4 Particulate Matter
(PM10), μg/m3
IS:5182 (Part– 23): 2006 60 (Annual) 100
(24 hours)
5 COμg/m3 IS: 5182 (Part – 10): 1999
(Reaff:2006)
2 (8 hours) 4 (1hour)
6 Pbμg/m3 IS: 5182 (Part – 22): 2004
(Reaff:2006)
0.5(Annual) 1 (24 hours)
7 O3, μg/m3 IS: 5182 (Part – 9): 1974 100(8hours) 180 (1hour)
8 NH3, μg/m3 APHA (air) 2nd edition
(Indophenol-blue method)
100(Annual) 400 (24
hours)
9 Benzene, μg/m3 IS: 5182 (Part – 11): 1999 (R
A:2009)
5 (Annual) 5 (Annual)
10 Benzo (a) pyrene, ng/m3 IS: 5182 (Part – 12): 2004 (R
A:2009)
1 (Annual) 1 (Annual)
11 Arsenic, ng/ m3 APHA (air) 2nd edition 6 (Annual) 6 (Annual)
12 Nickel, ng/ m3 APHA (air) 2nd edition 20 (Annual) 20 (Annual)
13 Total VOC μg/m3 USEPA TO17 - -
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Table 3-4 Summary of findings of ambient air quality monitoring (Average)
S.NO Parameters unitsAAQ 1
ThervoykandigaiGovt school
AAQ 2Kaiyadi
AAQ 3Kollanur
AAQ 4Kannan kottai
AAQ 5Panchali
AAQ 6Karadipudhur
1SO2 μg/m3 14.80 10.18 10.18 14.80 13.88 12.95
2NO2 μg/m3 21.80 24.31 22.64 21.80 22.64 23.48
3PM2.5 μg/m3 24.38 23.44 24.52 24.38 21.19 24.34
4PM10 μg/m3 54.39 50.48 48.44 54.39 54.41 51.46
5CO μg/m3 BDL
(DL0.005)BDL
(DL0.005)BDL
(DL0.005)BDL
(DL0.005)BDL
(DL0.005)BDL
(DL0.005)
6Pb μg/m3 BDL
(DL0.05)BDL
(DL0.05)BDL
(DL0.05)BDL
(DL0.05)BDL
(DL0.05)BDL
(DL0.05)
7 O3 μg/m3 BDL(DL 10)
BDL(DL 10)
BDL(DL 10)
BDL(DL 10)
BDL(DL 10)
BDL(DL 10)
8 NH3 μg/m3 BDL(DL 5) BDL(DL 5) BDL(DL 5) BDL(DL 5) BDL(DL 5) BDL(DL 5)
9 Benzene μg/m3 BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
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10 Benzo (a) pyrene μg/m3 BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
11As
ng/m3 BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
BDL(DL 1)
12 Ni ng/m3 BLD(DL 5) BLD(DL 5) BLD(DL 5) BLD(DL 5) BLD(DL 5) BLD(DL 5)
13TVOC
PPM BDL(DL 0.1) BDL(DL 0.1) BDL(DL 0.1) BDL(DL 0.1) BDL(DL 0.1) BDL(DL 0.1)
14 Hydrocarbon PPM BDL (DL 0.1) BDL (DL 0.1) BDL (DL 0.1) BDL (DL 0.1) BDL (DL 0.1) BDL (DL 0.1)
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3.3 NOISE ENVIRONMENT
The study area consists of 5 km radius from the site which consists of urban, rural and
industrial area. The noise generated due to operation of individual process units at an
industrial site cause significant impacts on the surrounding environment including nearby
residential areas. Such operations fall in the category of continuous primary sources. There
are also some secondary noise sources associated with almost all types of large scale
industrial projects, which are mainly vehicles used for transportation of materials as well as
employees and material handling equipment at the project site. However, such sources could
be categorized as intermittent noise sources.
The prevailing ambient noise level at a particular location is nothing but the resultant (total)
of all kinds of noise sources existing at various distances around that location. The ambient
noise level at a location varies continuously depending on the type of surrounding activities.
The ambient noise level generally does not reflect any seasonal variation, however, the wind
direction, rain, snow, fog or any other barrier as well as direction of source play significant
role in regulating the noise propagation and ultimately the intensity of impact.
The current status of noise environment around the existing Jesons Industries Limited
industries is assessed through identification of major noise sources, characterization of such
noise sources, measurement of prevailing ambient noise levels in the study area and
measurement of noise levels due to vehicular movements, according to existing land use
pattern. The prevailing noise levels in the neighboring industrial areas shall represent the
baseline status for assessment of noise impacts from proposed developments. The baseline
study for noise environment has been carried out through reconnaissance in the impact zone,
identification of representative sampling locations and monitoring of prevailing noise levels
during study period.
3.3.1 Reconnaissance
Reconnaissance survey was conducted to locate the existing noise generating sources and
identify suitable locations to evaluate background noise levels. The project site is located in
northcoast of Tamil Nadu in Thiruvallur district. The surrounding impact zone of 10 km
radial distance consisting of the rural, urban and industrial areas is marked.
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Table 3-5Table Summary of findings of Noise monitoring in the study area (Average)
S.No Location Geographical coordinates Noise level in
dB(A) Leq
Day Night
1. Sengari 13°19'57.13"N79°59'8.58"E
55 46
2. Thervoykandigai 13°22'20.99"N79°59'43.10"E
52 47
3. Karadipudhur 13°21'49.22"N79°57'56.74"E
45 40
4. Kannan kottai 13°23'42.86"N13°23'42.86"N
60 47
5. M.N. Kandigai 13°23'22.27"N80° 1'12.21"E
58 48
6. Kollanur 13°22'32.53"N80° 1'3.43"E
51 41
Since the project site is located in industrial zone there is only few large scale industries
which contribute to baseline noise levels. The commercial activities in the individual
villages also influence the background noise levels. The noise levels in surrounding selected
villages, industrial complexes and junction of the state highways were monitored using a
precision noise level meter.
3.3.2 Community noise levels
The community noise is determined by recording the day-night noise level (Ldn). Ldn is
defined as the 24 hours equivalent sound level derived with a penalty of 10 dB (A) is added
to the measured instantaneous noise level measured during night time. i.e. from 2200 hrs to
0600 hrs. This is because the same level of noise during night time is more annoying than
day time. Ldn for a given location is calculated from hourly equivalent sound levels (Leq)
using the following equation:
Ldn = 10 log [1/24{16(10(Ld/10)) + 8(10(Ln+10)/10))}]
Where, Ld – equivalent noise level during day time (0600 to 2200 hrs)
Ln – equivalent noise level during night time (2200 to 0600 hrs)
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3.3.3 Baseline Noise status
The prevailing ambient noise levels along, the sites were monitored at 6 locations. During the
study period day time noise levels varied between50 to 65dB (A)across the sampling stations
and night time noise levels varied from40 to 60 dB (A) across the sampling stations. The
details of the monitoring stations are presented in Table 3-5. The field observations during
the study period indicate that the ambient noise levels in the study area were well within the
prescribed standards at all the different noise zones prescribed by CPCB.
Limits set by CPCB
Industrial Area :Day Time -75 dB (A); Night Time - 70 dB (A)
Commercial :Day Time -65 dB (A); Night Time - 55 dB (A)
Residential Area :Day Time -55 dB (A); Night Time -45 dB (A)
Silence Zone :Day Time -50 dB (A); Night Time - 40 dB (A)
3.4 WATER ENVIRONMENT
The study area has medium sized water courses namely Thervoy Lake, Kollanur pond,
Korttalaiyar River etc...
Hydrogeology
The project study area is underlain by both porous and fissured formations. The important
aquifer systems in the district are constituted by
unconsolidated & semi-consolidated formations
weathered, fissured and fractured crystalline rocks.
The porous formations in the area include sandstones and clays of Jurassic age (Upper
Gondwana), marine sediments of Cretaceous age, Sandstones of Tertiary age and Recent
alluvial formations. As the Gondwana formations are well-compacted and poorly jointed,
the movement of ground water in these formations is mostly restricted to shallow levels.
Ground water occurs under phreatic to semi-confined conditions in the inter-granular pore
spaces in sands and sandstones and the bedding planes and thin fractures in shales. In the
area underlain by Cretaceous sediments, ground water development is rather poor due to the
rugged nature of the terrain and the poor quality of the formation water. Quaternary
formations comprising mainly sands, clays and gravels are confined to major drainage
courses in the district. The maximum thickness of alluvium is 30.0 m. whereas the average
thickness is about 15.0 m. Ground water occurs under phreatic to semi-confined conditions in
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these formations and is being developed by means of dug wells and filter points. Alluvium,
which forms a good aquifer system along the Araniyar and Korattalaiyar river bed which is
one of the major sources of water supply to urban areas of Chennai city and also to the
industrial units.
Ground water generally occurs under phreatic conditions in the weathered mantle and under
semi-confined conditions in the fissured and fractured zones at deeper levels. The thickness
of weathered zone in the district is in the range of 2 to 12 m. The depth of the wells ranged
from 8.00 to 15.00 m bgl.
The yield of large diameter wells tapping the weathered mantle of crystalline rocks ranges
from 100 to 500 lpm and are able to sustain pumping for 2 to 6 hours per day. The yield of
bore wells drilled down to a depth of 50 to 60 m ranges from 20 to 400 lpm. The yield of
successful bore wells drilled down to a depth of 150 m bgl during the ground water
exploration programme of Central Ground Water Board ranged from 1.2 to 7.6 lpm.
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Figure 3-3 Hydro geological map of Thiruvallur district
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3.4.1 Reconnaissance
Reconnaissance survey was undertaken to ascertain the location of water bodies viz streams,
rivers, lakes etc. The sampling stations were chosen based on the existing pollution sources
near these water bodies and threat of pollution in the future. The flow in the rivers passing
through the study region are seasonal, high flows occur during monsoon season and low flow
occurs during summer season. The region receives rainfall predominantly during monsoon
season with an average annual rainfall of about 1152 mm per year. The South west monsoon
season is from July – September and North east monsoon is from October to December.
Table 3-6 Rain fall data of Thiruvallur district.
Groundwater is the principal source for domestic and drinking purposes in almost all
villages near the study area. The water samples were collected and analyzed by standard test
methods which are given in table: The prevailing status of water quality has been assessed
during April - June. 2 sampling stations for ground water and 4 sampling stations for surface
water were selected for the study the details are given in Table 3.7and the findings of the
water quality monitoring study is summarized in Table 3.8.
Sl.No. SeasonNormal Rainfall
(in mm)Seasonal Contribution
(%)
1. Winter (Jan – Feb) 33.5 3%
2. Summer (Mar – May) 65.7 6%
3. South West Monsoon 449.5 39%
4. North East Monsoon 604.1 52%
Total 1152.8 100%
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Table 3-7 Summary of test methods used for the analysis of water quality parameters
S.No Parameter Measured Test Method
1. pH (at 25°C) IS:3025 (Part - 11): 1983 (Reaff: 2006)
2. Electrical Conductivity IS:3025 (Part - 14): 1983 (Reaff: 2006)
3. Color IS:3025 (Part- 4) 1983 (Reaff 2006)
4. Total Hardness as CaCO3 IS:3025 (Part - 21) 1983 (Reaff 2006)
5. Total Alkalinity as CaCO3 IS:3025,1 (Part - 23) 1986 (Reaff 2009)
6. Cadmium IS:3025 (Part 41) 1991
7. Chloride as Cl IS:3025 (Part - 32) 1988(Reaff 2009)
8. Total Dissolved Solids IS:3025:1(Part - 16) 1984 (Reaff 2006)
9. Aluminium asAl IS:3025 (Part - 55) 2003 (Reaff 2009)
10. Chromium asCr IS:3025 (Part - 52) 2003 (Reaff 2009)
11. LeadasPb IS:3025 (Part - 47) 1994 (Reaff 2009)
12. Zinc as Zn IS:3025 (Part - 49) 1994 (Reaff 2009)
13. Sodium as Na IS:3025,5(Part - 45) 1993 (Reaff 2006)
14. Temperature IS:3025 (Part - 9) 1983 (Reaff 2006)
15. Chemical oxygen demand
as O2
IS:3025 (Part-58)-2006
16. Dissolved Oxygen (mg/l) IS:3025 (Part - 38)1989 (Reaff 2009)
17. Salinity -
18. Copper as Cu IS:3025 (Part - 42)1992 (Reaff: 2009)
19. BOD,5 days @200C as O2 5210B APHA22nd Edn 2012
20. Total coliform bacteria
(MPN/100ml)IS:1622 1981 (Reaff: 2009)
21. F-Coli IS:1622, 1981 (Reaff: 2009)
3.4.2 Baseline Water quality Status
Physico-chemical parameters along with biological indicators of pollution have been
identified for assessing the baseline status of water environment and identification of impacts
due to proposed developmental activities. In order to assess the water quality, standard
methods (IS Standards) were followed for sample collection, preservation and analysis in the
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laboratory. The water quality was assessed by various Physiochemical parameters such as pH,
Electrical conductivity(µohms/cm), Color(Hazen Unit), Total Hardness
(mg/l),Aluminium(mg/l), Zinc (mg/l), Total Alkalinity (mg/l), Chloride (mg/l),Cadmium
(mg/l), Total Dissolved Solids (mg/l), Sodium (mg/l), Lead(mg/l), Chromium (mg/l), copper
(mg/l) and chemical Oxygen Demand (mg/l).
Table 3-8Locations of the water quality stations
S.No Location Geographical coordinates Aerial distance from the site (km)
1. Thervoy lake water 13º22’29.0”N80º00’1.9”E
0.94
2. Senkarai 13o20’02.4”N790 59’09.0”E
4.34
3. Kaiyadi 13019’795”N79059’662”E
4.74
4. kardipudhur 13°21'26.34"N79°57'59.64"E
2.88
5. Kannan kottai 13°23'33.58"N79°58'48.10"E
3.34
6. Kollanur 13°22'12.69"N80° 1'0.21"E
2.42
Figure 3-4Google Earth Image Showing the Location of Sampling Stations
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Figure 3-5 Water sampling at different locations
Figure 3-6 water sampling
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3.4.3 water Quality
The water quality status in the study area revealed heavy pollution of surface water at all the
surface water quality monitoring stations. The pH of the surface water ranged from 6.10 to
8.18 across the sampling stations. The Electrical conductivity of the sample ranged from 480
to 2020µohms/cm across the sampling stations. The E.C value was the highest at
Karadipudhur. The concentration of Total Dissolved solids (TDS) ranged between 290 to
1360mg/l across the sampling stations. The highest TDS value of 1360 mg/l was observed at
Karadipudhur.. The concentration of chlorides varied from 79.34 to 328.4 mg/l across the
sampling stations. High concentration of chlorides was observed at Karadipudhur. Other
parameters like cadmium, Chromium Lead were well below the surface water quality
standards.
Table 3-9Summary of analytical results on Surface water samples collected in the study area
S.No Parameters unit Thervoy
lake water
Sengarai kardipudhur Kollanur
1.Colour
HazeneBDL (DL 1)
ColourlessBDL (DL 1.0)
BDL (DL1.0)
2.Turbidity
NTU2 BDL (DL 1) BDL (DL 0.1)
BDL (DL0.1)
3.pH
-7.25 6.8 7.25 7.19
4.Conductivity
µmoh/cm483 564 2020 1430
5.Total Dissolve Solids
mg/l290 434 1360 1100
6.Alkalinity as CaCO3
mg/l120 170 400 430
7. Total Hardness asCaCo3
mg/l210 240 460 470
8.Calcium as Ca
mg/l32.1 52.1 144.3 84.2
9.Magnesium as Mg
mg/l31.2 26.4 24 62.4
10.Sodium
mg/l65 29 205 110
11.Potassium
mg/l4 15 14 6
12.Chloride as Cl
mg/l118.7 79.2 328.4 180.9
13.Sulphate as SO4
mg/l22.6 26.3 138.7 134
14.Carbonate
mg/lNIL NIL NIL NIL
15.Bi carbonate
mg/l 146207.4 488 524.6
16.Nitrate as NO3
mg/l0.62 1.48 1.45 1.23
17.Fluorides as F
mg/l0.021 0.43 BDL (DL 0.2)
BDL (DL0.2)
18.Cyanide
mg/l BDL (DL BDL (DLBDL (DL 0.01) BDL (DL
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S.No Parameters unit Thervoy
lake water
Sengarai kardipudhur Kollanur
0.01) 0.01) 0.01)19.
Arsenicmg/l BDL (DL0.005) BDL (DL
0.005)BDL (DL
0.005)BDL (DL0.005)
20.
Cadmium
mg/l BDL (DL0.01) BDL (DL0.01)
BDL (DL 0.01)BDL (DL0.01)
21.Chromium, Total
mg/l BDL (DL0.01) BDL (DL0.01) BDL (DL 0.01)
BDL (DL0.01)
22.Copper
mg/l BDL (DL0.01) BDL (DL0.01) BDL (DL 0.01)
BDL (DL0.01)
23.Iron
mg/l BDL (DL0.02) BDL0.32 0.168
24.Lead
mg/l BDL (DL0.01) BDL (DL0.01) BDL (DL 0.01)
BDL (DL0.01)
25.Zinc
mg/l BDL(DL0.01) 0.460 0.12 0.4126.
Manganesemg/l BDL (DL0.01) BDL (DL
0.01) BDL (DL 0.01)BDL (DL0.01)
27.Nickel
mg/l BDL (DL0.01) BDL (DL0.01) BDL (DL 0.01)
BDL (DL0.01)
28.Selenium
mg/l BDL (DL0.005) BDL (DL0.005)
BDL (DL0.005)
BDL (DL0.005)
29.Mercury
mg/l BDL (DL0.001) BDL (DL0.001)
BDL (DL0.001)
BDL (DL0.001)
30.Dissolved Oxygen
mg/l6.8
NA6.8 6.8
31.COD
mg/l4.8
BDL5.2 5.2
32.BOD
mg/l2.9
BDL1.5 2.8
3.4.4 Ground water quality
The pH of the ground water was alkaline and ranged from 6.8 to 7.32 across the sampling
stations. The Electrical conductivity of the sample ranged from 500 to 620µohms/cm across
the sampling stations. The E.C value was the highest at Kannakottai. The concentration of
Total dissolved solids (TDS) ranged between 160 to 110 mg/l across the sampling stations.
The highest TDS value of 160 mg/l was observed at sengari. The total hardness varied from
160-1100 mg/l. The concentration of chlorides varied from 63.78-70.4mg/l across the
sampling stations. High concentration of chlorides was observed at Kannakottai. The
concentration of other parameters like Aluminium (mg/l), Chromium (mg/l), Lead (mg/l) and
Chromium (mg/l) were below the detection limit.
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Table 3-10Results of Ground water samples collected in the study area
SNO Parameters unit Senkarai Kannankottai Desirable Permissible
1. pH (at 25°C) -
6.8 7.32
6.5-8.5No
relaxation
2. Electrical conductivity
(µohms/cm)
µmoh/cm
500 610
-- --
3. Color (Hazen Unit) HazonBDL (DL 1.0) BDL (DL 1.0)
5 (max) 15 (max)
4. Total Hardness as
CaCO3 (mg/l)
mg/l
160 110
200 (max) 600 (max)
5. Zinc (mg/l) mg/l0.23 0.35
5 (max) 15 (max)
6. Total Alkalinity as
CaCO3 (mg/l)
mg/l
100 200
200 (max) 600 (max)
7. Chloride (mg/l) mg/l63.78 70.4
250 (max) 1000 (max)
8. Copper (mg/l) mg/l
BDL (DL 0.01) BDL (DL 0.01)
0.05
(max)
1.5 (max)
9. Total Dissolved
Solids (mg/l)
mg/l
305 440
500 (max) 2000 (max)
10. Cadmium (mg/l) mg/l
BDL (DL 0.01) BDL (DL 0.01)
0.003
(max)
No
Relaxation
11. Sodium (mg/l) mg/l28 48
- -
12. Total Chromium as Cr
(mg/l)
mg/l
BDL (DL 0.01) BDL (DL 0.01)
0.05
(max)
0.05 (max)
13. Lead (mg/l) mg/l
NIL NIL
0.01
(max)
No
Relaxation
14. Chemical oxygen
demand as O2 (mg/l)
mg/l
BDL (DL 4.0) BDL (DL 4.0)- -
15. Dissolved Oxygen
(mg/l)
mg/l
NA NA
- -
16. Salinity (ppt) mg/lBDL (DL 0.01) BDL (DL 0.01)
- -
17. BOD, %days @20oC
as O2 (mg/l)
mg/l
BDL (DL 0.005)BDL (DL
0.005)
- -
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3.5 SOIL ENVIRONMENT
Assessment of soil characteristics is of paramount importance since the vegetation growth,
agricultural practices and production is directly related to the soil fertility and quality. The
predominant soil type is Brown soil followed by alluvial and sandy soils in the coastal areas. The
pH of the soil samples ranged from 6.23 to 7.86 across the sampling stations. The Electrical
conductivity of the soil samples ranged from102 to 52µohms/cm across the sampling stations. The
E.C value was the highest at Senkarai village sampling stations. The texture of sandy soil varied
from 2 to 86%. The highest percentage of sandy soil 86% was recorded at Panchali. The
concentration of total phosphorus ranged from 0.02 to 0.05 mg/kg and organic matter ranged from
0.679 to 1.100 % across the sampling stations. Other parameters like cadmium (mg/l), Chromium
(mg/l), were below the detection limit.
Table -3-11Summary of findings of soil sampling studies in the study area (Average)
S.No Aerial
distance
Location Geographical coordinates
1 NA Site 13º22’07.3”N79º59’32.6”E
2 2.87Km Thervoy forest 13º22’24.5”N80º00’31.6”E
3 4.08Km Senkarai soil 13o19’23.0”N790 59’03.0”E
4 2.80Km sengari 13020’369”N79058’925”E
5 3.42Km kardipudhur 13°21'45.14"N79°57'58.31"E
6 2.39 Kollanur 13°22'12.69"N80° 1'0.21"E
18. Total coliform
Bacteria
(MPN/100ml)
mg/l
BDL (DL 0.01) BDL (DL 0.01)
6.5 8.5
19. Fecal coliform
(MPN/100 ml)
mg/l
BDL (DL 0.01) BDL (DL 0.01)
- -
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Figure 3-7Google Earth Image showing Location of Soil sampling
Figure 3-8 Soil Sampling Location
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Table 3-12Summary of analytical results of soil samples collected at different sampling stations
Parameters with units Units Sampling stations
S1 S2 S3 S4 S5 S6
JeasonSenkarai
village
JeasonThervoy
forestJeasonSoil site Kaiyadi
Karadipudhur panchalai
Colour
-
brown reddish reddish
LightBrown Light Brown Brown
Soil Texture
-sandyloam
Siltyloam
Siltyloam clay clay sand sand
Sand % 78 12 14 2 74 86
Silt % 6 69 78 1 1 2
Clay % 16 19 8 96 25 12
pH 6.23 6.12 6.48 7.35 7.46 6.86
Electrical conductivityµmohs/c
m 102 55 53 57 56 52
Infiltration Rate cm/hr 1.54 1.13 1.11 0.98 1.24 1.32
Bulk Density gm/cm21.36 1.24 1.15 1.62 1.52 1.35
Cation ExchangeCapacity
Meq/100gm 9.9 9.4 5.5 50.2 11.2 8.6
Moisture content%
0.57 1.46 5.3311.5
7 10.42 1.505Water Holding Capacity % 40 40 20 22 32 34
Organic Carbon%
0.543 0.394 0.4270.63
8 0.566 0.481
Organic matter%
0.936 0.679 0.7361.10
0 0.976 0.829
Nitrogen as N % 0.066 0.050 0.105 0.09 0.06 0.03
Phosphorus % 0.03 0.02 0.05 0.04 0.03 0.02
Potassium % 0.21 0.17 0.30 0.25 0.18 0.14
Calcium% 0.23 0.52 0.48
0.65 0.18 0.43
Magnesium % 0.61 0.67 0.61 0.58 0.24 0.51
Boronmg/kg 1.16 1.59 1.69
2.4 2.2 1.8
Cadium mg/kg 0.62 0.60 0.38 0.42 0.35 0.53
Copper mg/kg 9.88 4.77 6.78 3.2 5.7 6.1
Chromium mg/kg 1.44 0.78 1.21 1.2 2.4 2.7
Iron mg/kg 490 313 256 975 1057 1084.5
Lead mg/kg 0.936 0.81 0.207 1.32 0.82 1.92
Manganese mg/kg 1.16 1.53 2.00 5.72 7.41 4.23
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Parameters with units Units Sampling stations
S1 S2 S3 S4 S5 S6
JeasonSenkarai
village
JeasonThervoy
forestJeasonSoil site Kaiyadi
Karadipudhur panchalai
Zinc mg/kg 25.2 20.7 15.3 12 10.2 5.4
3.6 LAND USE
The land use/land cover in the study area of 10 km radius from the proposed manufacturing
facilities for Jesons Industrial Limited is evaluated by using Recent land use/land cover estimates
from Resourcesat-1 LISS III (2009) image and data about spatial distribution of land use/cover
types obtained from database.
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Figure 3-9 Land use / Land cover Map of the Study area
ProposedSite
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Table 3-13Landuse Classification and Area
Figure 3-10 Land Use classification chart
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3.6.1 Geomorphology
The prominent geomorphic units identified in the district through interpretation of Satellite
imagery are Alluvial Plain, Old River Courses, Shallow & deep buried Pediments, Pediments
and Structural Hills.
The elevation of the area ranges from 42 m above mean sea level (msl) in the west to sea level
in the east.. The major part of the area is characterized by an undulating topography with
innumerable depressions which are used as irrigation tanks.
The coastal tract is marked by three beach terraces with broad inter-terrace depressions. The
coastal plains display a fairly lower level or gently rolling surface and only slightly elevated
above the local water surfaces or rivers. The straight trend of the coastal tract is resultant of
development of vast alluvial plains. There are a number of dunes in the coastal tract. The
above geomorphologic map is taken from the Multi-temporal satellite data from Resourcesat-
1 LISS III
3.7 TERRESTRIAL ECOLOGY
The study of terrestrial ecology within the study area of 10 km radius has been carried out
through field investigation and satellite imagery data as discussed earlier. The area can be
classified into the following ecological zone.
3.7.1 Scrub Eco-system (Dry Evergreen Vegetation)
This type of ecosystem is dominated by Phoenix sylvestris species. Apart from typical scrub
jungle species, a few salt tolerant species were also recorded, probably because of the
proximity to the sea and the estuary.
3.7.2 Marsh Eco-system
The marshes are essentially fresh water supporting variety of plant. Acacia nilotica and
Azadirachata indica are the common species of the study area.
3.7.3 Agro Ecosystem
Rice and banana species of plant are the main species of this ecosystem.
3.7.4 Flora
The field investigation and satellite imagery data show, that the study area is a mixture of
agricultural, wasteland and get irrigated by the tanks and tube wells.
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The dry tropical vegetation is observed within the study area. The experimental finding of the
pre monsoon season shows the dominance of grasses like Cyanodon dactylon followed by
Parthenium hysterophorus, Croton sparsiflorusand trees like Acacia nilotica, Azadirachta
indica, Annona squamosa, Delonix regia, Ficus benghalensis within the study area.
Table 3-14List of Domestic Flora in the Study Area
SI. No Botanical Name Family Name Vernacular Name(Tamil)
1. Annona squamosa Annonaceae Atta
2. Alstonia scholaris Apocynaceae Elilappalai
3. Anthocephalus chinensis Rubiaceae Vellai
4. Acacia nilotica Fabaceae Karuvelamaram
5. Bambusa arundinacea Gramineae Mullumungil
6. Bauhinia variegata Fabaceae/Leguminosae Shemmandarai
7. Citrus aurantifolia Rutaceae Yelumicham
8. Delonix regia Caesalpiniaceae Mayaram
9. Ficus religiosa Moraceae Arasu
10. Ficus benghalensis Moraceae Mayarum
11. Mangifera indica Anacardiaceae Maangai
12. Psidium guajava Myrtaceae Koyya
13. Phoenix sylvestris Arecaceae Lcham
14. Tamarindus indica Fabaceae Amilampul
15. Ziziphus mauritiana Rhamnaceae Elentha
3.7.5 Fauna
i. Domestic - The domestic animals are mainly mammals like cow, goat, cat, dog etc.
ii. Wild Animals –There is no habitation of wildlife in 10 Km radius from site,
Table 3-15Amphibian
1 Bufo melanostictus Toad2 Rana cyanophlyctis Frog3 Rana tigrina Frog4 Rhacophorus bimaculatus Tree frog5 Hyla arborea Tree frog
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Table 3-16 Rodents
1 Bandicota indica Badicoot2 Mus musculus Mouse3 Rattus rattus Rat4 Ratufa indica Squirrel
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3.8 AQUATIC ECOLOGY
The specific biological species (Fishes, Phytoplankton, Zooplankton etc.) for a particular
environmental conditions are the best indicators of environmental conditions are the best indicators
of environmental quality. Information on the environmental stress due to the impacts of any
industrial activities on the community structure serves as inexpensive and efficient early warning
and control system to check the effectiveness of the measures to prevent damage to a particular
ecosystem.
3.8.1 Planktons
Phytoplankton and Zooplankton are indicators of environmental stress. The quality and
quality of such biological species in a particular environmental largely depends on various
physicochemical characteristics of water such as pH, Conductivity, nutrients, BOD, alkalinity
etc.
3.8.2 Fishes
The fishes/ aquatic fauna of the study area is reported based on the field sampling and
confirmed by the local people and secondary data provided by Thiruvallur district office is
listed. The fishes like Chirocentrus dorab, Lesser Sardines, Anchoviella, Flying Fish,
Sciaenids, Caranx, Mackerel, Seer, Crabs found in good number in the study area.
Table 3-17 List of Zooplankton identified within the Study Area
S.No Zooplankton
1. Favela species
2. Tintinnopsis species
3. Globigerina species
4. Acartia danae
5. Acartia erythraea
6. Acartia clausi
7. Calanns finmarchicns
8. Paracalanus parvus
9. Microsetella norvegica
10. Microsetella rosea
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11. Corycaeus danae
12. Oithona rigida
13. Oncaea venusta
14. Gastropod veliger
15. Brachionus urceolaris
16. Brachionu calyciflorus
17. Monostyla bulla
18. Paracalanus parvus
19. Labidocera acuta
20. Euterpina acutifrons
21. Macrosetella gracilis
22. Metis jousseaumei
23. Copilia vitrea
24. Oithona brevicornis
25. Bivalve veliger
26. Copepod nauplius
There is no National park/ Wild life Sanctuary within 10 Km radius of the study area. But
Periya Puliyur reserve forest and Thervoy reserve forest are present There is no
rare/endangered species within study area of 10 Km radius.
3.9 SOCIO ECONOMIC ENVIRONMENT
Thervoykandigai is a village in Thiruvallur district in the Indian state of Tamil Nadu. It is located
in north of Chennai City. As of 2011, the village has population of nearly 3122 persons. It borders
Thervoy reserve forest in North East to the east, Sipcot to the south.
3.9.1 Social Indicators
Demography:The population of the district is 3728104 as per 2011 Census. The male population
is 1876062 (50.32%) and the female population is 1852042(49.67%). The Schedule Caste
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population is 22% of the total population. The area of the district is 342243Ha. The district’s share
of the state is 2.63%. Over 65% of population of district lives in the urbanized part of the district.
The Sex Ratio in the district is at 987 per 1000 male as per census 2011 compared to 971 during
the 2001 census. It shows the awareness of importance of girl child. The average national sex ratio
is 940 as per Census 2011.
Population Density: The population density of the district is 1098 as per 2011 census, but it was
776 as per 2001 census.
Decadal Growth: The decadal growth of the district is 35.25 during 2001-11 but it was 23.06
during 1991-01. It shows the dynamic migration and the vibrant economic activities of the district.
The State decadal growth for 2001-2011 is 15.60.
Figure 3-11 District Decadal Growth Rate
Occupation: The majority of working population is belonging to the main workers
category (81%) and marginal workers category is 19%. It shows the vibrancy of economy
of the area. In main workers category, “Others” consists of workers in services sectors,
industries Govt. dept. etc.
0
5
10
15
20
25
30
35
40
1991-01
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population is 22% of the total population. The area of the district is 342243Ha. The district’s share
of the state is 2.63%. Over 65% of population of district lives in the urbanized part of the district.
The Sex Ratio in the district is at 987 per 1000 male as per census 2011 compared to 971 during
the 2001 census. It shows the awareness of importance of girl child. The average national sex ratio
is 940 as per Census 2011.
Population Density: The population density of the district is 1098 as per 2011 census, but it was
776 as per 2001 census.
Decadal Growth: The decadal growth of the district is 35.25 during 2001-11 but it was 23.06
during 1991-01. It shows the dynamic migration and the vibrant economic activities of the district.
The State decadal growth for 2001-2011 is 15.60.
Figure 3-11 District Decadal Growth Rate
Occupation: The majority of working population is belonging to the main workers
category (81%) and marginal workers category is 19%. It shows the vibrancy of economy
of the area. In main workers category, “Others” consists of workers in services sectors,
industries Govt. dept. etc.
23.06
35.25
1991-01 2001-11
District Decadal Growth (%)
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population is 22% of the total population. The area of the district is 342243Ha. The district’s share
of the state is 2.63%. Over 65% of population of district lives in the urbanized part of the district.
The Sex Ratio in the district is at 987 per 1000 male as per census 2011 compared to 971 during
the 2001 census. It shows the awareness of importance of girl child. The average national sex ratio
is 940 as per Census 2011.
Population Density: The population density of the district is 1098 as per 2011 census, but it was
776 as per 2001 census.
Decadal Growth: The decadal growth of the district is 35.25 during 2001-11 but it was 23.06
during 1991-01. It shows the dynamic migration and the vibrant economic activities of the district.
The State decadal growth for 2001-2011 is 15.60.
Figure 3-11 District Decadal Growth Rate
Occupation: The majority of working population is belonging to the main workers
category (81%) and marginal workers category is 19%. It shows the vibrancy of economy
of the area. In main workers category, “Others” consists of workers in services sectors,
industries Govt. dept. etc.
35.25
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Figure 3-12 Statistics of Main workers
Agriculture:Agriculture is one of the main occupations in the district .The net area sown is
31% of the total area. Paddy is the principal crop in the district. As per the dept. of
Economics and Statistics, GoT, there are 83912 acres are under paddy cultivation. The
ground nut cultivation is in 10348 Ha.
There are 1895 tanks in the district for irrigation purpose and there are 1929 dug wells and
9307 open wells in the district. There are 189 km canals serving irrigation in the district.
The majority of farmers are marginal landholders (below 1 Ha). Of the total farmers,
82.63% of them are marginal farmers. As the marginal farmers cannot depend on the
agricultural activities, they work as agriculture labors and non agriculture labors. Cattle
rearing is one of the income generating activities, mostly women-folks are involved in it.
As per Livestock Census 2004, there are 683535 live stocks in the district.
The majority of farmers are marginal landholders (below 1 Ha). Of the total farmers,
82.63% of them are marginal farmers. As the marginal farmers cannot depend on the
agricultural activities, they work as agriculture labors and non agriculture labors. Cattle
rearing is one of the income generating activities, for marginal farmers and mostly women-
folks are involved in it. As per Livestock Census 2004, there are 683535 live stocks in the
district.
4.84 13.88 3.34
77.94
0102030405060708090
Cultivators Agri.Labor Household Others
District -Main Workers (%)
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Source- Agriculture Census 2005
Figure 3-13Bar chart for Operational land holding
Education: Average literacy rate of Thiruvallur as per 2011 census is 84.03 compared to 76.94
of 2001. The male and female literacy were 89.69 and 78.32 respectively. The literacy rate of
male and female was at 85.26 and 68.39 according to 2001 census. There are 1417 primary
schools in the district. The dropout rate is 1.36 which is higher when compare to the State
dropout rate (1.0).
Health: There are 45 Primary health centers in the district. The medical facilities are available
in the district as Chennai City is nearby and also the district is more urbanized.
3.9.2 Economy of the District
The economy of the district depends on the agriculture and its allied activities besides
industrial growth. The district has an advantage of being near to Chennai city. So the
opportunities of evolving new industrial area are high.
The Gross Domestic Product (at Current Prices) of the district is increased exponentially from
657775 lakhs during 1999-00 to 1414211 lakhs during 2006-07.
195116
24549 10426 3079 2955050000
100000150000200000250000 Operational Land Holding
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Source: Department of Economics and Statistics, GoTN
Figure 3-14Product at net and constant prices
The per capita income of the district has increased from Rs.21167/- at 1999-00 to Rs.38388/- at 2006-07.
Source: Department of Economics and statistics, GoTN
Figure 3-15 Per Capita Income at Net and Constant Prices
3.9.3 Land use and Resource availability
The types of soil predominantly found are red non-calcareous and coastal alluvial. The soil
found in the coastal region is of the erinaceous type (sandy), suitable for casuarina plants. The
0
200000
400000
600000
800000
1000000
1200000
1400000
1600000
Rs.
Lak
h
District Gross Domestic Product at Current and ConstantPrices (1999-2000 New series)
Ar Current Prices
At Constant prices
050001000015000200002500030000350004000045000
Rupe
es
Per Capita Income at Current and Constant Prices1999-2000 New Series
At Current PricesAt Constant Prices
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predominant soil types are sand and sandy loam. Saline and alkaline soils also noticed in some
patches of Ambathur, Ponneri and Thiruvallur Division.
The Land use data of Thiruvallur district is given below in Table 3-17
Table 3-18Land Use data - Thiruvallur
S.no Land Use Pattern Ares (‘000 ha)
1 Geographical area 342.2
2 Forest area 19.7
3 Land under non-agricultural use 107.9
4 Permanent pastures 8.1
5 Cultivable wasteland 8.0
6 Land under Misc tree crops 7.7
7 Barren 13.6
8 Current Fallows 26.3
9 others 39.3
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3.9.3.1 Crops Cultivated (Thiruvallur)
i. Paddy: Paddy is the principal crop extensively cultivated during three season &
Sornavari (April to July), Samba (August to November) and Navarai (December to
March). Normal area under paddy is 82869 ha and Normal productivity of rice per ha.
is 3359 Kgs.
ii. Millets:The normal area under millets is 1578 ha. Among millets, cumbu is major
millet crop generally sown under rainfed condition in a normal area of 1220 ha. The
normal productivity under millet is 2049 Kgs / ha.
iii. Pulses: The normal area under pulses is 8611 ha under Kharif and Rabi seasons and
larger area of pulses is cultivated during Rabi season. The normal productivity of pulses
is 549 Kgs. / ha. The predominant pulses crop cultivated are Greengram, Blackgram
and Redgram.
iv. Oilseeds: Groundnut is the major oilseed crop cultivated in a normal area of 17401 ha
under Kharif and Rabi seasons. More area is cultivated during Rabi Season. The
Normal productivity is 4274 Kgs. / ha.
v. Sugarcane:Sugarcane is cultivated in a total area of 5848 ha. With normal cane
productivity of 117 MT / ha.
3.9.4 Industries
Thiruvallur district is one of the fastest developing districts in Tamil Nadu in terms of
Industrial Development. The district has many leading industries like Michelin
Tyres,Kamachi songe and Power corporation limited, North Chennai thermal power plant,
Chennai Petroleum Corporation Limited, Madras Fertilizers, Manali Petro Chemicals, MRF,
Ashok Leyland, TI Cycles, Britannia India Ltd, Parry India Ltd and Hindustan Motors. It also
has the Ennore Thermal Power Station and the Avadi Tank Factory. The District has 16
Industrial Estates, all in operation: 11 developed by the Government and 5 by Private
Organisation.
3.9.4.1 Government
1) Ambattur Industrial Estate, Ambattur.
2) Electrical Industrial Estate, Kakalur.
3) SIDCO Industrial Estate, Chennai - 98.
4) Industrial Estate, Madhavaram.
5) SIDCO Industrial Estate, Kakalur
6) Petrochemical Industrial Estate, Vichoor
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7) SIDCO Industrial Estate, R.K. Pet
8) SIDCO Industrial Estate, Gummidipoondi
9) Industrial Estate, Mugappair
3.9.4.2 Private
1) G.K. Industrial Estate, Porur
2) M.M.Industrial Estate, Alapakkam
3) Moccaram Industries, VelappanChavadi
4) Nagappa Industrial Estate, Puzhal
5) EkambaraNaicker Industrial Estate, Alapakkam
This district has 16940 Small Scale Industries, notable among them being food, wood, textile,
chemical, engineering, non-metallic and leather industries.
3.9.5 Interaction with Local PeopleSome of the interactions with local villagers are given below focusing on the main points that came outduring the discussions with thema) Village: Siruvada (The village is adjacent to Thervoy Kandigai)Person: President, Siruvada PanchayatWe interacted with the President of Siruvada Panchayat about the village and industrialization in thenearby area. The village is very adjacent the SIPCOT. The village has 220 households.1. The majority of them belong to Schedule caste Community.
2. Apart from SC population,a considerable population of Yadavas, Chettiars,etc.
3. Agriculture, Agriculture labor and Cattle rearing are their main occupation.
4. Paddy, Ground net and Flower are the most cultivable crops.
5. The sources of water - Tank water and ground water.
6. There are there tanks – Essa raja eri, Periya eri and Netteri.
7. There are nearly 1500 Bovine and 2500 Sheep in the village.
8. There is a reserve forest near the village, which is the grazing land for them.
9. The veterinary clinic is situated in Povalambedu at 6 km distance.
10. There is one primary school in the village.
11. The nearby High School is in Kannankottai at 2km and Higher Secondary School in Madaharpakkak
at 6km.
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b) Village: Siruvada
Person: Head Master, Primary School (Adi dravida)The interaction with Head Master of Siruvada Primary School for assessing the education profile of thevillage1. There are 20 boys and 24 girls are studying.
2. The basic infrastructure like water, toilets are available
3. There is no compound wall available.
4. The dropout rate is fallen due to awareness of importance of education.
5. Discouragement of child labour is another reason for the fall of dropout rate.
c) Village: Athupakkam
Contacted: SHG team
1. Nearly 40 groups are active in the Self Help group scheme.
2. The main activity of the group is providing financial helps (credits) to members for their livelihood
activities.
3. Income Restoration programmes was conducted for economically weaker women.
4. They expect more IR programmes and entrepreneurship training programme which is to be sponsored
by upcoming industries.
5. They expect local womenfolk to be employed in the upcoming Industries.
d) Village: Thervoy Kandigai
Contact person: The Panchayat President
1. The people were reluctant to share any information with anybody as they are opposing the SIPCOT
site.
2. The village predominantly has Schedule Caste population.
3. They are basically depending on agriculture and allied activities.
4. They depend on a nearby mekkal poromboke land where they get many minor forest products like
firewoods, medicinal plants, fruits etc.
5. The land is host to a variety of medicinal plants, fruits, fire woods etc. and used by local people.
6. Pollution and the loss of resources from the Mekkal Poromboke are main concerns.
e) Village- KaradipudurContact person: Panchayat President1. There are two villages come under this panchayat, Karadipudur and Gopal Reddy Kandigai
2. There are 563 households in the both villages.
3 Agriculture and cattle rearing are main occupations.
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4 SHG groups are well organized, they need skill development and livelihoodprogramme from
Industries.
5 The Industries are good opportunities for their business development and their children employment.
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4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES
4.1 IMPACT IDENTIFICATION
To identify and assess the impact of the proposed new facility for manufacturing, the entire project has
been divided into two phases:
1 Construction phase
2 Operational Phase
4.2 CONSTRUCTION AND COMMISSIONING PHASE
1 Foundation work for new machinery.
2 Erection of new mechanical equipment
3 Synchronization of various equipments / processes
4.2.1 Construction Phase Impacts
Construction cum commissioning phase of the project will be for a shorter duration as compared to
operational phase. As the main impacts of the construction phase are envisaged in terms of air pollution only, thisnatural mitigation would be significantly helpful in elimination of predicted impacts of the phase. Though Aesthetics
and Socio-economic factors are also identified, the impacts related to the same will be marginal. Local
man power will be used during this phase. Similarly, there will be no displacement and rehabilitation of
people due to the proposed new facility for manufacturing.
The following principal major impacts to the environment are considered for further planning of mitigation measures:
Release of construction materials and dust into the environment from the constructionsite/materials can spoil the surrounding air quality
Improper disposal of construction wastes can damage air, water and land quality.
The use of automobiles and machinery during construction can deteriorate the air quality andgenerate temporary emission.
The use of automobiles and machinery generates Noise pollution from construction activities.
The irregular working hours, & traffic, night-working, flood-lighting and transportation damagethe socioeconomic balance of surrounding region.
Effects may occur due to the accumulation of the contaminant in water resources & soil due touptake of construction material.
Short term heavy construction might cause increase in noise level
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Effects on work place condition & human health due to the accidents during the constructionworks.
Effects on the socio-economic activity due to direct impacts or indirect impacts on socio-economic activities.
MITIGATION MEASURES FOR CONSTRUCTION PHASE The entire construction activities will be confined with the designated area inside the existing
premises.
The small amount of unused construction material shall be stored in proper area to utilisefurther in construction activities and surplus excavated material shall be disposed of in suitablepre-identified areas.
It is suggested that the construction waste containing sand, brick, gravel, cement etc. shall beused for filling or PCC for construction of internal road or project structures.
Construction material shall stored at adequate distance from the water storage in order toprevent any chances of accidental leakage or spillage which could pollute the water storage
Wherever required impervious lining shall be provided to storage premises to avoid accidentalmixing or mixing due to fugitive losses.
To reduce the dust generation on site wherever & whenever required water shall be sprinkledon ground or stock pile of excavated soil.
Equipments / machineries shall be used efficiently and shall be kept shut in order to reduce airemission, noise pollution and consumption of energy resource
Emission from the equipments/machineries shall be monitored on regular basis and possibleimplementation shall be provided on site
Transport vehicles shall be monitored & maintain regularly to control the emission quality andfuel consumption
Provision of necessary PPEs like face mask & eye-glasses to employees /labours engaged inconstruction activities.
The machineries/equipment used on site shall be of highly maintained so they do work withoptimum efficiency generating less noise pollution
Operation of machineries/equipment causing high noise level shall be stopped during the nighttime and all such operations shall be planned for day time only.
Transportation activities shall not be conducted during the night to avoid high noise level innearby villages/locality. Only in case of emergency the transportation activities shall be allowedin night time.
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4.2.2 OPERATION PHASE
Because of its potential to create long-term impacts, this phase is very important from the environmental
impact point of view. The basic impacts like gaseous emissions, water consumption and solid waste will
have the potential to adversely affect air, water and land / soil in the vicinity of the project site.
This phase will broadly include the following direct and indirect activities / actions:
Storage and transportation of raw materials and finished products.
Gaseous emissions
Effluent Generation, treatment and disposal
Noise Generation
Solid waste generation
4.2.3 Air Environment
Base line data reveals that ambient air quality in the study area for the Parameters PM2.5, PM10, SO2,
NO2, are well within the permissible Limits as prescribed by the National Ambient Air Quality
Standards (NAAQ) for Industrial Area, Residential, Rural & Other area. Emission of PM, SOx& NOx
from stacks attached to Thermo pack and DGs are the only source of air pollution.
As it is observed from the above table, the proposed project would result in a reduction in the emission
load as it provide Scrubber to the stack and DG also with less capacity which used as backup during
power cut. In order to assess the air quality impact of the proposed new facility for manufacturing air
quality modelling was done using AERMOD software. Based on the Emission Details, Air Dispersion
Modelling was conducted in Roorke plant of Jesons Industries Limited and the estimated GLC’s is
shown in the Figure 4-1.
AERMOD Software Version 7.5.0 was used for dispersion modelling, site specific meteorological data
for three months (March, April and May 2015) were obtained from on site metrological monitoring
station. Data included in the data set were hourly wind speed, wind direction, temperature, relative
humidity, air pressure, precipitation etc
The emission from existing stack has been taken as basis for modeling are shown below:
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Table 4-1 Predicted Stack Emission Details
S.No Description Thermic pack heater DG(250 KVA)
1 Fuel Furnace
oil
HSD
2 Height (m) 15 11
3 Diameter (m) 0.30 0.20
4 Predicted Velocity (m/s) 8 12
5 Predicted Temperature (0C) 120 290
6 SO2 Emission Rate (g/sec) 0.0342 0.004
7 NO2 Emission Rate (g/sec) 0.03654 0.01
8 Particular Matter (g/sec) 0.076 0.0062
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Figure 4-1 Ground Level Concentration (GLC) of SO2 at 10 Km radius(without DG set)
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Figure 4-2 Zoomed image - (GLC) of SO2 at 10 Km radius (without DG set)
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Figure 4-3Ground Level Concentration (GLC) of NOX at 10 Km radius (With DG set)
Figure 4-4 Zoomed Image of GLC of NOX at 10 Km radius (With DG set)
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Figure 4-5Ground Level Concentration (GLC) of CO at 10 Km radius
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Figure 4-6 Zoomed Image - (GLC) of CO at 10 Km radius
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Figure 4-7Ground Level Concentration (GLC) of PM at 10 Km radius
Figure 4-8Zoomed Image - (GLC) of PM at 10 Km radius
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Table 4-2 Predicted GLC for Proposed Stack
Parameters Baseline
data
(µg/m3)
Estimated
Maximum
Incremental
Concentration
(µg/m3)
Predicted
Maximum GLC
(µg/m3)
SOX 12 0.317 12.317
CO BDL(0.005) 1.347 1.347
NOX 24 0.457 24.457
PM 54 0.615 54.615
*Emission load predicted when DG is in continuous operation (Worst case scenario), however DG will
be used only as a backup in case of power failure.
As seen from the above table the concentration levels arising from the proposed new facility for
manufacturing are within the NAAQ limits.
4.2.4 Water Environment
The proposed project facility will generate 4.4 KLD wastewater from domestic purposes and 5.8 KLD
wastewater from industrial processes. The sewage generated will be treated in STP & the treated water
will be used for gardening. The effluent generated from the process will be treated in ETP & disposed to
sea.. The specification of STP & ETP in attached in the Annexure 8 and Annexure 9 respectively.
4.2.5 Noise Environment
The impacts of the proposed new manufacturing on the noise levels of the surrounding areas were
surveyed. All equipments in the plant is designed/operated to have a noise level not exceeding 85 to 90
dB(A) as per the requirement of Occupational Health and Safety Administration Standard (OHSAS). In
addition, since most of the noise generating equipment would be in closed structures, the noise
transmitted outside would be still lower. The isopleths of the noise modeling is given as the Figure 4-9.
From the below model it can be inferred that the noise level at the surrounding vicinity of the site is
anticipated to be within the prescribed standards.
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4.2.6 Flora And Fauna
Forest Area - Periya puliyur reserve foreset –2.27 Km south and Thervoy forest –2.75 Km NEis located.Wild Life -No wild life crossing is found along the project corridor.
Cattle Grazing - cattle grazing grounds have been found along the corridor of Impact.
Aquatic life –Thervoy lake is present at 0.69 km from the site. Sewage & Effluent generated
from the industry will be treated in STP & ETP. The treated sewage will be used for gardening.
The effluent generated from the site is treated and disposed in sea. The same method will be
followed for product change also. The treated effluent will meet the standards prescribed by the
Pollution Control Board and there is no significant impact on aquatic life.
4.3 IMPACT ASSESSMENT
A number of techniques are available for the assessment of impacts. Each of these techniques has their
own advantages and disadvantages. The selection of any of these techniques for any particular project
depends largely upon the choice of judgment of the analysis. The technique chosen should be
comprehensive, easy to understand, systematic and flexible. Considering these criteria, for this project,
the matrix method was used, with an impact scale of -4 to +4.
4.3.1 Matrix method
Impact identification and assessment of the site can be assessed by the matrix method, popularly known
as Leopold matrix method, which is a universal tool for the EIA studies. The matrix used for the EIA
consists of project activities on the x-axis and the environmental components likely to be affected by
these activities on the y-axis. Each cell of the matrix represents a subjective evaluation of the impact of
the particular components, in terms of magnitude importance. A blank cell indicates no impact of the
activity on the component. The magnitude (m) is represented by a number from 1-4 where,
1= minimal
2= appreciable
3= significant
4= severe
A positive sign indicates a beneficial impact and the negative sign indicates an adverse impact. The
importance (w) of the impact is given on a scale of 1-4 in each cell. This number indicates the relative
importance of the impact of the activity on the concerned component for this project. The magnitude and
importance are multiplied to give a score for each cell (mijwij). The scores of individual cells in each
row are added to determine the total impact of all project activities on each component. Similarly, the
scores in individual cells in each row are added to determine the total impact of each activity on all the
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environmental components likely to be affected. The grand total of all cells indicate the total project
impact. This can be represented by the following equation:
Total project impact= mijwij
Where mij = (positive or negative) magnitude of the jth activity on the ith environmental component and
wij = importance of the jth activity on the ith environmental component
Since both m and n vary from 1-4 the total score in each cell can theoretically vary between -16 and +16,
therefore the total project impact can vary between (-16*total number of cells in the matrix) and
(16*total number of cells in the matrix), to compare scores from the matrices containing different
number of cells, the total project score can be normalized to a scale of 100 as follows:
Total project impact
Total project impact = -------------------------------------------- * 100
16 * Total number of cells in matrix
On the scale, the overall impact can be classified as follows:
Table 4-3Overall Impact Classification
Total project impact (Scale of 100) Magnitude
-100 to –75 Severely adverse
-75 to –50 Significantly adverse
-50 to -25 Appreciably adverse
-25 to -16 Minimally adverse
-15 to -6 Low Adverse Impact
-5 to 0 Extremely low adverse impact
0 to 25 Minimally beneficial
25 to 50 Appreciably beneficial
50to 75 Significantly beneficial
75 to 100 Highly beneficial
4.3.1.1 Alternative scenarios
Impact score for the project was calculated for three scenarios using the matrix method described
above. Matrices were prepared to represent each of these scenarios:
Anticipated Impacts and Mitigation Measures
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a) Scenario 1 - Project without EMP
Proposed new facility for manufacturing takes place without any Environmental Management
measures.
Table 4-4Project Scenario without EMP
Environmental Components likely
to be affected
Activities likely to affect Environmental
Components
ConstructionActivities
OperationPhase
Waste disposal(Solid/Liquid)
Impacts oncomponents
Visibility Magnitude 0 -2 1 -1
Importance 1 1 1
Air Quality Magnitude -2 -2 -2 -16
Importance 2 3 3
Noise andVibration
Magnitude -2 -1 -3 -18
Importance 3 3 3
Surface waterquality
Magnitude -2 0 -1 -12
Importance 4 4 4
Ground waterquality
Magnitude -2 0 0 -8
Importance 4 4 4
Soil Quality Magnitude -3 -1 -1 -15
Importance 3 3 3
Flora and Fauna Magnitude 0 0 0 0
Importance 2 2 2
Aesthetics Magnitude 3 0 0 12
Importance 4 4 4
Land use Pattern Magnitude -1 -1 -2 -8
Importance 2 2 2
Human Health Magnitude -1 -1 0 -6
Importance 3 3 3
Employment Magnitude 1 -2 -1 -8
Importance 4 4 4
Total impact of activity -80Total impact of activity on a scale of 100 -15.15152
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The total project impact for this scenario was found to be –15, which is minimally adverse impact
b) Scenario 2 - Project with EMP
Proposed new facility for manufacturing takes place with proper Environmental Management
measures.
Table 4-5 Project with EMP
Environmental Componentslikely to be affected
Activities likely to affect Environmental Components
ConstructionActivities
OperationPhase
Wastedisposal(Solid/Liquid)
Impacts oncomponentsVisibility Magnitude 2 -1 1 2Importance 1 1 1Air Quality Magnitude -2 -1 -2 -9Importance 2 3 1Noise andVibration Magnitude -1 -1 -1 -9Importance 3 3 3Surface waterquality Magnitude -2 0 -1 -12Importance 4 4 4Ground waterquality Magnitude 1 0 0 4Importance 4 4 4Soil Quality Magnitude -3 -1 -1 -14Importance 3 3 2Flora and Fauna Magnitude 1 1 0 4Importance 2 2 2Aesthetics Magnitude 3 1 0 16Importance 4 4 4Land use Pattern Magnitude -1 -1 -2 -8Importance 2 2 2Human Health Magnitude 1 -1 0 0Importance 3 3 3Employment Magnitude 4 4 4 48Importance 4 4 4Total impact of activity 22Total impact of activity on a scale of 100 4.1666667
There is minimally adverse impact on Air, water, soil & noise quality. However due to the
employment activities proposed by the proponent the cumulative impact for this scenario is found to
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Hubert Enviro Care Systems Pvt. Ltd. Page 132
be -4.545, which is extremely low adverse effect to the Environment, The main objective of the
proposed project is to bring the economically viable production of Synthetic Acrylic Polymer
Emulsions , Industrial Synthetic Adhesives and Glues, Thermosetting Acrylic Resins, Ethylene vinyl
acetate Emulsions ,Polymer of Vinyl, Acetate , Vinyl Copolymers and Water proofing compounds
and Construction emulsions and use it beneficially.
.
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5 ANALYSIS OF ALTERNATIVES
5.1 INTRODUCTION
This chapter presents a comparative analysis of various alternatives considered to avoid or
minimize impacts that would be inevitable in technically advanced processes. Several alternatives
are analyzed for avoiding localized environmental impacts & arriving at the proposed processes.
Screening procedure for the alternatives considered are presented in the following sections. The
consideration of alternatives to a proposal is a requirement of the EIA report. Range of alternatives
selected for analysis includes - Site alternatives, Fuel alternatives, Water supply alternatives,
Technology alternatives. The relative impact of each alternative is compared against the baseline
environment to select a preferred alternative.
Finalization of various options such as fuel type and construction materials, keeping in view of the
obligatory points and environmental safety aspects etc. The Project alternatives without mitigation
measures and with mitigation measures are analyzed before choosing the proposed alternatives. The
objective of this chapter is to highlight some of the salient issues considered for exercising the
alternative options.
5.2 SITE SELECTION
The, Proposed site is located within SIPCOT Industrial Complex, situated at Thervoykandigai,
Thiruvallur district.
The criterion for site selection included the below mentioned points:
The proposed project site is suitable from operation point of view since it is situated in the
SIPCOT industrial park.
The project site shall not require displacement of habitation and away from the habitation area.
The plot allotted for the plant is flat and stable to increase its resistance against any natural
disturbances like earthquake.
The project site is above the flood level and thus will avoid any accident in case of flooding from
the nearby canal.
The project site is free from any environmental restrictions like natural parks, wild life
sanctuaries.
The project does not involve any displacement of local residents as it is located inside the
industrial park.
As the SIPCOT is also feasibility for transport the raw material and product we choose this site .
Analysis of Alternatives
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5.3 PROJECT ALTERNATIVES
This project can lead to economical prosperity as there is good market for these product. Theporpoise of the plant is to meet the growing demand of the product in construction, Logistic,packing industries etc
5.3.1 Site alternatives
Since, the proposed project is located in SIPCOT industrial park it is well fitted to install the plantand operate. The site is not present near to any wild life sanctuary or national park .no alternativestudy was not conducted for this project.
5.3.2 Fuel alternatives
Jesons Industries Limited is using furnace oil for Thermopack heater and also have some fueldecide as alternative for furnace oil.Lite diesel oil, Liquid petroleum gas and natural gas are used as fuel alternativtly.
5.3.3 Water supply alternatives
As SIPCOT industrial park will provide the water about 100KLD for process and domesticpurpose, which has been supplying by SIPCOT industrial park from puzhal lake, it is sufficient toplant . hence no alternative of water for plant is conducted.
5.3.4 Alternative Technologies
There is alternative technology available for the process like using Gas and monomer to get thepolymer emulsions in pressurized reactors. But this proposed technology opted by Jesons IndustriesLimited is the low cost technology. Hence this technology is opted.
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6 ENVIRONMENTAL MONITORING PROGRAM
6.1 INTRODUCTION
The Environmental Monitoring Program is laid out based on the following definition of
environmental monitoring:
“Environmental effects monitoring is the repetitive and systematic measurement of the
characteristics of environmental components to test specific hypotheses of the effects of human
activity on the environment. Environmental monitoring is undertaken primarily to determine the
environmental effects of human activities, and secondarily to increase understanding of cause-effect
relationships between human activity and environmental change.”
Environmental monitoring programs provide the necessary information to:
i. Verify the accuracy of EIA predictions;
ii. Determine the effectiveness of measures to mitigate adverse effects of projects on the
environment.
Feedback from environmental monitoring programs will be used to:
i. Determine whether more or less stringent mitigation measures are needed; and
ii. To improve the predictive capabilities of EIA’s.
Environmental monitoring program is a vital process of any management plan of the development
project. This helps in signalling the potential problems resulting from the proposed project and will
allow for prompt implementation of effective corrective measures. The environmental monitoring
will be required for the construction and operational phases.
The main objectives of environmental monitoring are:
To assess the changes in environmental conditions,
To monitor the effective implementation of mitigation measures,
Warn significant deteriorations in environmental quality for further prevention action,
In order to meet the above objectives the following parameters need to be monitored,
Rehabilitation and Resettlement Program,
Afforestation,
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Water Quality and Public Health,
Air and Noise quality
Soil Conservation, and
Sanitation and Waste Disposal
Post Project Environment Monitoring Program
The summarized form of post monitoring details is presented in the following Table 6.1.
Table 6-1Post Project Environmental Monitoring Plan
S.
No
Area of
Monitoring
Frequency of Sampling Parameters to be Analyzed
1 Ambient Air
Quality
Monthly once 24 hourly All the 12 parameters given in NAAQS
VOC – online
2. Noise
(Workplace)
Every six months by in
house staff and yearly by
external agencies
Ambient Equivalent continuous Sound
Pressure Levels (Leq) near compressors,
motors, reactors, DG sets at day and night-
time.
3. Stack Emission
monitoring
Continuous -online PM, CO, SOx and NOx .
4. Effluent (inlet
and outlet)
Monthly pH, Temp, TSS, TDS, Chloride, sulphide,
sulphate, fluoride, Ammoniacal Nitrogen,
Sodium, Copper, Zinc, Phenolic compounds,
oil and grease, Boron, BOD,COD, Total
residual Chlorine, Arsenic, Cadmium, Total
chromium, Hexavalent Chromium, Lead,
Selenium, Mercury, Pesticides, Alpha
emitters, Free Ammonia, Dissolved
phosphates, Total Kjeldahl nitrogen, Cyanide,
Nickel, Residual Sodium Carbonate.
5. Sewage (inlet
ad outlet)
Monthly pH, Temperature, Oil and grease, TDS, TSS,
BOD.
6 Process Water
Quality
Quarterly pH, Temp, TSS, TDS, Conductivity, Hardness,
Chlorides, Sulphates, Silica, Total Residual
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S.
No
Area of
Monitoring
Frequency of Sampling Parameters to be Analyzed
Chlorine, Iron.
6. Drinking Water
Quality
Quarterly Color, Odour, pH, Turbidity, Taste, TDS,
Total Hardness, Calcium, Magnesium,
Chlorides, Iron, Sulfate, Manganese, Copper,
Nitrate, Fluorides, Lead, Zinc, Total
Chromium, Residual Chlorine, Total
Alkalinity, Aluminium, Mercury, Cadmium,
Arsenic
7. Soil Monthly once Physicochemical properties, Nutrients, Heavy
metals
8. Noise
monitoring
(Ambient)
Once in a month Noise level in dB (A)
9. Workplace
monitoring
Quarterly VOC & Lux Level
6.2 MONITORING METHODOLOGIES
Monitoring of environmental samples shall be done as per the guidelines provide by
MoEF/CPCB/TNPCB. The methods conducted or applied shall be approved or sanctioned by the
any recognized body or authority i.e. MoEF/CPCB/TNPCB.
6.3 REPORTING & DOCUMENTATION
All the necessary reports and documents shall be prepared complying to the statutory rules &
regulations. Proper and due care shall be taken to adhere to the laid down rules and regulation by
the government. Regular and periodic record shall be kept in order to ensure easier, comparable and
review and projection of past, present and future performances. Also, the management shall ensure
to prepare separate records for water, wastewater, solid waste, air, emissions and soil regularly and
periodically in order to provide better and smooth vigilance.
The management shall look into the fact that as soon as the preparation of reports gets over it shall
be forwarded to the concerned authority with due care for the purpose of reviewing. Adhering to the
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rules and regulations the management shall ensure that the outcome of the reports and the
conclusions been drawn shall be prepared as per the laid down regulations and procedures. No
breach of any convention shall be availed.
These reports/documents shall be regularly and periodically reviewed and any
changes/discrepancies found in mitigation measures/operation/management/technology shall be
brought into notice instantaneously and all possible corrective actions shall be taken to match the
discrepancies.
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7 ENVIRONMENTAL MANAGEMENT PLAN
7.1 INTRODUCTION
This Environmental Management Plan (EMP) for the Jesons Industrial Limited identifies the
principles, procedures and methods that will be used to control and minimize the environmental
impacts of the proposed minor construction and operational activities associated with the new
manufacturing project. It is intended to ensure that commitments made by the Jesons Industries
Limited to minimize project related environmental and social impacts are upheld throughout all
project phases.
As part of our ongoing commitment to excellence in environmental and social performance we will
ensure the following:
Fulfill all environmental conditions associated with project approvals
Develop, promote and foster a shared sense of responsibility for environmental and
performance of the project.
To promote the Environmental condition Jesons Industries Limited planned for Green
building concept under IGBC and planned to obtain Gold rating. The green building
concept feasibility report is attached in the Annexure-9.
Promote environmental awareness and understanding among employees, contractors through
training,
Identification of roles and responsibilities towards environmental management and linking
project performance to overall environmental performance
Monitor environmental performance throughout the project and implementing an
environmental protection process.
Adaptive management approach to continuous improvement and to meet the future
regulations.
7.2 Objectives of EMP
Propose practical measures to avoid, reduce, restore, and compensate for identified adverse
impacts.
Conserve highly significant aspects of the biophysical, cultural and social environments.
Protect human health and safety.
Inform an environmentally sound and sustainable engineering design process.
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Propose a plan to monitor and manage project implementation, such that the project is
environmentally sustainable and it optimizes the resource use.
Preparation of Afforestation or Greenbelt Development scheme.
Preparation of rain water harvesting scheme and energy conservation actions
To prepare a capital cost estimate and annual recurring cost for Environmental Management
Plan.
7.3 EMP Structure and Organization in Jesons Industries Limited
This EMP is designed as an overriding document in a hierarchy of control plans, and sets out the
overarching framework of environmental management principles that will be applied to the project
during preconstruction, construction and operation phase of the project.
The EMP contains guiding environmental principles and procedures for communication, reporting,
training, monitoring and plan review to which all Jesons Industries Limited staff, contractors and
subcontractors are required to comply with throughout the preconstruction, construction and
operation phases of the proposed product change mix of Propylene Oxide manufacturing facility.
The EMP should also be considered as an overall framework document that establishes the terms of
reference for all project environmental and social sub-plans that will completed including the
following:
Environmental Supervision Plan (construction);
Environmental Monitoring Plan (Operation); and
Social and Health Management Plan (Operation).
7.4 EMP Roles and Responsibilities
This section describes the organizational structure and responsibilities for implementation of the
EMP as shown in Table 7-1
Table 7-1Responsibilities for EMP Implementation
S.No Organization Responsibility
1. M/S JESONS
INDUSTRIES
LIMITED
Overall responsibility for environmental performance of Jesons Industries
Limited.
Decision-maker on applicable policies to the Jesons Industries Limited.
Overall supervisory role during the construction phase
Overall responsibility for EMP implementation during the operating phase
Review reports of the Environmental Monitoring Consultant
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S.No Organization Responsibility
(EMC)
Responsible for changes to the EMP as part of an adaptive approach to
environmental and social management of the Jesons Industries Limited.
2. M/S JESONS
INDUSTRIES
LIMITED
Develop an environmental unit, headed by the Project Environmental Officer
to implement EMP responsibilities.
Oversight, implementation, monitoring and compliance of the EMP and any
approval conditions, including construction supervision and performance of
all Jesons Industries Limited staff, contractors and all subcontractors.
Review of EMP performance and implementation of correction action, or
stop work procedures, in the event of breaches of EMP conditions, that may
lead to serious impacts on local communities, or affect the reputation of the
project.
Ensuring effective communication and dissemination of the content and
requirements of the EMP to contractors and subcontractors.
Assisting the contractor with implementation of EMP sub-plans.
Ensuring compliance to all project social commitments, including
Implementation of corporate social responsibility.
Report environmental performance of the project directly to MoEF.
Report on environmental performance also to other government regulators as
required.
3. Supervising
Engineer
Implementation of the Environmental Monitoring Plan during construction
and operation.
Supervision of contractor performance of implementation of the
Construction.
Reporting any incidents or non-compliance with the EMP to the TNPCB.
Ensuring adequate training and education of all staff involved in
environmental supervision.
Making recommendations to the MoEF regarding EMP performance as part
of an overall commitment to continuous improvement.
4. Construction
Contractor
Preparation and implementation of the Construction Management Plan
Prepare and maintain records and all required reporting data as stipulated by
the EMP, for submission to the Supervising Engineer.
Ensure that all construction personnel and subcontractors are informed of the
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S.No Organization Responsibility
intent of the EMP and are made aware of the required measures for
environmental and social compliance and performance
During construction, maintain traffic safety along access roads, with special
emphasis on high trafficked areas
5. Independent
Environmental
Monitoring
Consultant
(IEMC)
Report to MOEF on project compliance with environmental and social
commitments in the EMP, EIA and other applicable standards.
7.5 ENVIRONMENTAL MANAGEMENT PLAN FOR CONSTRUCTION PHASE
Environmental monitoring will be done during construction and operation. The focus of
monitoring during the construction phase will be to implement systematic observations to
periodically measure the success of proposed mitigation measures and continue baseline data
collection. The majority of construction monitoring shall be done visually and verified by the
Construction Supervisor. An Independent Environmental Monitoring Consultant (IEMC) will
be responsible for carrying out environmental sampling and monitoring on all environmentally
related issues regarding the Construction Contractor’s activities. Specific aspects to be
addressed during construction include:
1. Air quality
2. Noise
3. Water quality and water resources
4. Solid waste
5. Land environment
6. Ecology
7. Socio Economic
7.5.1 Air Quality
Since Jesons Industries Limited is a new proposed manufacturing plant hence major
construction activity will be carried-out.. During construction activities, dust resuspension
and emissions from the movement of vehicles and construction activity is expected.
However, following measures will be taken to reduce / contain such emissions.
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Water will be sprinkled on inner roads to prevent re-suspension of dust into ambient
air due to movement of heavy vehicles etc.
Roads shall be kept free from mud, debris and other obstacles.
Separate civil construction material storage yard will be created within the site and it
will be enclosed.
Cement bags will be separately stored under cover in bales. Sand will be stacked under
tarpaulin cover.
Transport vehicles and construction equipments / machineries will be properly
maintained to reduce air emissions.
Idle running of vehicles will be minimized during material loading / unloading
operations.
All construction workers will be provided appropriate PPEs like dust mask, ear plug,
helmet, safety belt etc. and it will be mandatory for them to wear while entering the
site itself.
7.5.2 Noise Environment
Following measures are proposed during construction period to mitigate adverse impacts of
noise
Construction activities should be confined to daylight hours.
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 Jesons Industries Limited.
All construction workers working in high noise areas will be provided appropriate
PPEs like ear muffs and made to wear them during working hours.
7.5.3 Water Quality and Water Resources
Maximum water requirement for construction purpose including domestic water
requirement of construction workers is estimated to be approximately 3 KLD.
Since the construction workers are hired from nearby villages there will be no housing
facility at the site for construction workers and hence lesser water requirement
Proper and sufficient sanitary facility already exists at the site in the form of Toilets &
STP.
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7.5.4 Solid Waste
Main solid waste generation during construction phase will be construction debris like
rubble, brick bats, debris, steel scrap, wooden scrap, sand, gravel etc. However, these
materials are inert in nature and will not result into leaching of any substance or its
constituent.
These materials will be carefully sorted and will be used within premises for filling of
low lying areas.
Wooden scrap, steel scrap will be given to authorized scrap dealers.
On completion of civil work, all debris etc. will be completely removed from site to
avoid any incompatibility with future use.
All the wastes will be stored at a designated site within the premises to prevent
scattered discharge on land.
7.5.5 Land Environment
Top soil layers shall be stored for reclamation and re-vegetation and reforestation at
approved locations.
Re-contour slopes
Ensure proper drainage is maintained
Re-vegetate, wherever feasible to contain runoff.
7.5.6 Ecology
Project site is an existing unit with a number of shrubs and trees. There is no cutting of trees
for the new manufacturing project and no major impact on ecology is anticipated.
7.5.7 Socio Economic
As the land is present in Tamilnadu State government SIPCOT industrial park there will be
no damage to local society. There will be no temporary housing colony for construction
workers, no socio economic impact due to the same is envisaged. Overall socioeconomic
effect of construction phase will be positive due to direct and indirect employment
opportunity for the local population.
7.6 ENVIRONMENTAL MANAGEMENT PLAN FOR OPERATION PHASE
Monitoring during the operation phase shall reflect those environmental and socio-economic issues
that may persist upon completion of construction activities. Monitoring shall focus on evaluating
the effectiveness of project mitigation measures and continue baseline monitoring and sampling.
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The mitigation measures to prevent adverse impact during the operation phase of the project shall
focus on the following:
Air quality
Noise environment
Water quality and water resources
Solid and hazardous waste
Land environment
Ecology
Socio Economic
7.6.1 Air Quality
Following measures are proposed to mitigate negative impact during the operation phase of the project on
the surrounding air environment.
Scrubber is used for process stack which is attached with thermo pack heater where
furnace oil is used as fuel.
Thermo pack heater is placed in covered building and maintained properly to avoid
fugitive emissions. Ambient monitoring is planned to do in work station.
Transport vehicles will be properly maintained to reduce air emissions.
Vehicles will be periodically checked for pollutant emissions against stipulated norms.
Idle running of vehicles will be minimized during material loading / unloading operations.
7.6.1.1 Air Emissions
The major source of emission is from thermopack & DG stack. The details of proposed source of air
pollution & corresponding Air Pollution control equipment are already given in Chapter 4
Environmental Impacts and mitigation measures.
Fugitive emission control
Jesons Industries Limited has some action plan to control fugitive emission from reactors. The following
is the action plan
The outfall of reactor and storage tank is connected to shell & tube condenser,
The emission passes through condenser will get condense and collected in the Vapour condenser
cloud,
From vapour condenser cloud it again recycled to reactor,
Thus the fugitive emission is arrested.
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Figure 7-1 Shell and tube condenser for 10MT reactor
Figure 7-2 Shell and tube condenser for 25MT reactor
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Figure 7-3 Raw material storage tank
Figure 7-4 Shell & Tube condenser for underground storage tank
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Scrubber
Air pollution will be mitigated through pollution control device through wet srubber. The PP- FRP
scrubber is attached with process stack of vapour flow rate about 70M3 with flameproof motor of 7.5HP.
Figure 7-5 - Wet Scrubber attached with process stack
7.6.2 Noise Environment
Following measures are proposed to mitigate negative impact of operation phase of the project on the
surrounding noise environment
All the noise generating equipments will be designed / operated to ensure that noise level does not
exceed 75 dB (A) during day and 70 dB (A) during night at plant boundary as per the requirement
of Central / State Pollution Control Board.
Noise generating sources will be maintained properly to minimize noise generated by them.
Wherever feasible, acoustic enclosures will be provided for compressors.
Walls and ceilings of buildings will be lined with sound absorbing materials, wherever required.
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Compliance with noise control norms will be given due importance at the time of purchase of
various equipments and it will be mentioned while placing the purchase orders and guarantee for
noise standards will be sought from suppliers.
Moreover, all the personnel working in other high noise generating areas too will be provided
with sufficient ear protecting devices.
Green belt will act as a noise barrier.
Training will be imparted to personnel to generate awareness about effects of noise and
importance of using PPEs.
7.6.3 Water Quality and Water Resources
Following measures are proposed to mitigate negative impact of operation phase of the project on the
water quality and water resources.
Total water requirement for operation phase of the proposed project is estimated at 100KLD and is
proposed to be met through water supply SIPCOT industrial park which carried out from Puzhal lake.
The proposed project will generate 4.4KLD wastewater from domestic and 6KLD from industrial
process. There will be no additional water discharge in the proposed project and no change in pollution
load with respect to quantity and quality. The sewage arising from domestic purposes will be treated
separately and reused for irrigating greenbelt.
7.6.3.1 Domestic waste water
The Sewage Generated from Canteen, toilet & wash area are treated separately in STP. The treated water
from STP will be used for Green Belt maintenance. STP outlet will have the following requirements as
per TNPCB//CPCB - continuous monitoring for Flow pH, BOD, COD,TSS.
7.6.3.2 Rain water harvesting system
Rain water harvesting system is installed and all rain water will be collected, filtered and stored for reuse
within our plant process. This system is been implemented for conservation of water. The roof top water
is collected through pipe system which is treated and used.
The rainwater harvesting pits will be provided near major built up areas, so that the roof water can be
directly sent to nearest Rainwater harvesting pit. The excess water if any from the rainwater harvesting
pits is diverted to storm water drains.
7.6.3.3 Rain Water Harvesting Details and Calculations
1. The rain water harvesting is proposed to augment the ground water table and also to meet some of
the water requirement of the project during rainy season.
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2. Rooftop water from the terrace is proposed to be collected in rain water harvesting sump which
will be used for domestic purposes after appropriate treatment.
3. Storm water run-off road / paved / landscaped areas will be directed to shallow recharge pits
constructed along storm water drains for recharging the ground water.
4. The location of Rain water harvesting pits inside the proposed plant layout is attached as
Annexure-12
Design Parameters
Intensity of Rain fall Considered = 50 mm/hr or 0.050 m/hr
Coefficient for run off considered
Roof Top & Terrace - 0.90
Paved area - 0.70
Other building area - 0.60
Landscaped area - 0.20
Area Details
Total road Area & Paved area - 7355.72 Sq.m
Total Roof Area - 10997.16 Sq.m
Other building area - 3376.45 Sq.m
Total Landscape Area - 9147.41 Sq.m (Green belt + Vacant area)
Hence, the Total Quantity of Rainfall Will Be: Q= A x P x R
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Q= Quantity of rainwater run - off in cu.m / hr.
A= Area of catchments drained in sq.m
P = Permeability factor
R = Rainfall intensity in mm / hr.
Road Area : 7355.72 Sq.m x 0.70 x 0.050 m =36.77Cu.m/hr. (A)
Landscape Area : 9147.41 Sq.m x 0.20 x 0.050 m =151.09Cu.m/hr. (B)
Roof Area : 10997.16 Sq.m x 0.90 x 0.050 m =329.91 Cu.m/hr. (C)
Other building area : 3376.45 Sq.m x0.60 x0.050m = 914.71 Cu.m /hr (D)
Hence, total volume of rainwater run - off will be:
(A) + (B) + (C) + (D) = 1431.94 m³ /hr.
Rainwater Management Measures
Run-off from Terraces:
The run-off from the Terraces shall be separately piped to fire water tank, after duly filtering
the same. This water is proposed to be used for fire fighting.
Run-off from Roads, Paved area & Landscape areas:
The calculated run-off from roads/pavements, landscaped area and other building area are
1431.94 m³ /hr in total
This run-off is proposed to be channelized through storm drains to individual recharge pits
and the rain water will be re-charged into underground aquifers. Excess run off will be
discharged into to external storm water drain.
Total Run-off: Podium Area/Hardscape & Driveway & Landscape
Data assumed:
Considering 15 min of rainfall
Volume of rainwater available for recharging =214.79m³
Size of Rainwater Percolation Pit – 2 m Dia X 3 m, Depth
Volume of pit = (3.14x r2 X Depth)= 3.14 X (1.41)2 X 3=18.7Cu.m/pit
Total No of storage pit required=1431.94/18.7= 11.40
Infiltration rate = 10cms/hr =0.1m/hr
Total number of Percolation pits required = 12 Nos
No. of Pits provided= 14 Nos.
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7.6.4 Effluent Treatment Plant
The Effluent generated from the plant is treated in the Effluent Treatment Plant and reused
for cooling tower and washing equipement. The specification and process details are given in
annexure-2 .
ETP Outlet will have the following requirements as per TNPCB//CPCB - continuous
monitoring for Flow pH, BOD, COD,TSS.
7.6.5 Solid & Hazardous Wastes
The following measures are proposed to mitigate negative impact of solid waste generation
during the operation phase of the project. The Solid waste generation can be broadly
categorized in to Non- Hazardous & Hazardous. The quantity of hazardous waste expected to
be generated in the proposed facility is given in Table 7-3 and also quantity of Non hazardous
waste also mentioned in Table 7-2.
Table 7-2 Quantity of Non hazardous waste
Details of Waste Proposed Method of Disposal
Used Paper Waste 50 kg. Per MonthSell as a scrap to authorizedbuyer
Food Waste 100 kg. Per Month
Will be given to Out sourcedcatering service Provider forappropriate disposal
Table 7.3 Quantity of Hazardous wasteTYPE OFWASTE
CATEGORY SOURCE QUANTITIY DISPOSAL
ETPSLUDGE 34.3 ETP plant . 500 kg. Per Month
storedwithin thePremisesanddisposed asPer theGuidelineCPCB andTNPCBwhich willbe send toTSDFFacility.
ProcessWaste andGel Scrap 33.3
Cleaning ofReactor and Frombatch Process due
1500 kg. PerMonth
storedwithin thePremises
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to sticky nature (adhesive)
anddisposed asPer theGuidelineCPCB andTNPCB (will be sendto TSDFFacility orcementManufacture )
Used Oil 5.1Plant Equipment /DG set 42 kg. Per Month
Will be sentto TSDFFacility.
EmptyPlasticsContainers / Drums 33.3 Process Plant 400kg Per Month
Reused forstoring theChemicals.
Jesons Industries Limited has a membership of TSDF for handling Hazardous waste. The
membership copy is attached in Annexure- 10.
7.6.6 Land Environment
Following measures are proposed to mitigate negative impact of operation phase of the project on the
land environment.
As per ToR we got the membership with IWMA , with guidelines of IWMA we do the
disposal process.
Air emissions are effectively controlled by use of scrubbers and therefore deposition of air
pollutants in and around the premises and surrounding area is not envisaged.
Disposal of solid waste is carried out through authorized vendor.
Hazardous materials are prohibited to be drained or dumped in the premises. Accidental
spills shall be cleaned, reported and monitored.
Thus, no impact on land is envisaged due to discharge of gaseous emission, solid waste or
liquid effluent from the proposed manufacturing facilities.
The process waste are planned send to cement factory , which can use for fuel because of it
high calorific value.
7.6.7 Ecology
Since the proposed project is equipped with the treatment system, and the treated effluent will be
resuse. Solid wastes generated during the operation phase are disposed off through IWML, TNML and
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TNPCB hence no impact is anticipated due to solid and hazardous waste in and around the site. The air
pollution control devices expected to be installed at the proposed facility will control release of air
pollutants to a greater extent, however a two tiered thick green belt consisting of shrubs and trees
around the periphery of the site has been planned to intercept and arrest air pollutants released at
various heights and to attenuate the increased quantity of air pollutants released into the environment.
It is expected that the ecology of the region is preserved by these mitigation measures.
7.6.8 Green Belt Development Plan
Jesons Industries Limited has already developed a greenbelt of 10911Sq.M (34.79 %) of the total plot
area in consultation with horticulture experts as per Ministry of Environment and Forests/Central
Pollution Control Board guidelines. Adequate numbers of saplings are planted all along the periphery
of the plant, roadways and available open spaces. The major aim of greenbelt development plan is to
attenuate air pollutants released into the environment but it can also help in overall improvement in the
environmental conditions of the project site. The plan will address the following issues such as
attenuation of air pollution, noise reduction, improving the biodiversity of the region, adding aesthetics
and combating soil erosion and prevention of land degradation.
A well designed green-belt helps in intercepting particulate matter and gaseous pollutants and helps in
purifying the air. Trees acts as effective barrier and absorber of noise. The green belt around an
industry acts as a buffer in the event of emission control equipment failure and acts as an indicator in
the event of toxic release by visible morphological changes in the leaves, stem etc. To accrue the
benefits of greenbelt and to maximize its potential in environmental management around an industry,
choice of the green belt tree and shrub species plays a vital role.
7.6.8.1 Selection of Trees
For development of greenbelt it is advisable to select tree species high are tolerant to air pollutants,
since certain species of trees has the ability to uptake large quantities of SO2 than other species and
grow at a faster rate by utilizing the available nutrients in the soil etc.
In general, following factors have to be considered for the selection of tree species.
Native tree species should be preferred over non native trees.
The trees must be tolerant to all the pollutants present in the area.
The trees which are evergreen and forms large round canopy with broad leaves.
The morphological feature of leaves like rough surfaced and large number of stomatal
aperture.
The trees should be able to grow faster and should help in stabilization of the soil.
The trees should maintain ecological, land and hydrological balance of the region.
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7.6.9 Socio – Economic Environment
Jesons Industries Limited is new company entering first time in south India they are planned to do
some social development activities . The management has allotted 2.5 % of amount from net profit for
CSR activities.
7.6.10 Occupational Health and Safety Program
Jesons Industries Limited is committed to protecting the safety, health and well-being of its
employees, the community in which they operate a wider environment.
Jesons Industries Limited review and improve its processes, services and products to reduce industrial
risk and impacts. Jesons Industries Limited educate, train and motivate employees to conduct their
activities in a safe, healthy and environmentally responsible manner.
The Health and Safety management system provides the framework towards organized efforts and
procedures for identifying workplace hazards and reducing exposure to harmful situations and
substances and thereby reducing accidents. It also includes training of personnel in accident
prevention, accident response, emergency preparedness and use of protective clothing and equipment.
Systems are put in place to ensure the safe handling, movement, storage, recycling, reuse, or
management of waste, air emissions and wastewater discharges.
The organization implements a series of checks and balances in administrative procedures and
authorizations such that all process safety related matters receive proper review and approval prior to
initiating changes or modifications.
The Factories Act specifies the permissible exposure levels (PEL) and Threshold Limit Values
(TLV),which has to be strictly adhered for a better occupational health and safety in the site. Several
measures are taken by Jesons Industries Limited to keep the values below TLV.
7.6.11 Product Safety (Customer Safety)
Process safety is treated as a priority and Process safety reviews are conducted on a periodic basis and
findings addressed prior to the start-up of new or modified processes.
Process Hazard Analysis (PHA) necessitates the site for identifying, evaluating, controlling, and
documenting hazards at various times and stages in the life cycle of a processes and operations.
Our product customer have some expectations. While manufacturing product for our
customers, we agree to meet these expectations. Quality is explained as the meeting of the
agreed requirements.
While manufacturing the product, there is interaction with the surround. The surround of the
system can be environment and/or society. Industry is a part of society. Hence, it is social
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responsibility of the manufacturer to serve the society. Which is known as Social
accountability or Corporate Social Responsibility.
Environment includes air, water, land, flora-fauna, living and non-living organism with whom
interaction takes place. Industrial waste may harm environment and which not desirable. So
we have to manufacture our product with due care of environment preservation.
The transforming input to output there are various industrial phases namely – receipt,
transport, security, hold, store, process, quality check, assurance, dispatch, feedback, after
sales service etc.
In actual practice, Product Safety includes, quality, eco-friendliness. It also includes discount,
warrantee, guarantee etc. This is achieved through product literature and labeling.
Material Safety Data sheet provide much information about the product. While transporting
the product, abstract of Material Safety Data should be provided to the driver with the brief
explanation.
TREM Card, Emergency Information Panel, HAZCHEM label, route chart etc. are documents
and displays necessary while transporting hazardous substance through road. For international
transport, IMDG, IATA norms are available.
Quality Management System standard ISO 9000 has provisions to achieve product quality.
Environmental Management System standard ISO 14000 has provisions for environment
preservation. Similarly, OHSAS 18000 takes care of safety. Industry can integrate all these
system which is known as Integrated Management System (IMS). All these system have to
deal with Social Accountability. We have to demonstrate good ethics as a whole.
7.6.12 Process Safety
Process is a chemical change. It is transforming raw materials to products.
Following are the considerations of Process Safety.
Inputs : Raw Materials like Monomers, Plasticizers, Emulsifiers, Catalysts, Additives
Material Safety Data
Materials Quality
Energy
Transformation : Processes – Polymerization etc.Operations – Mixing, Heating, Cooling, Packing
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Output : Products – Adhesives and Emulsions etc.
Others : Mass Balance, Energy Balance etc., Environment
Following are the features of Process Safety Management suggested underOccupational Safety and Health Administrations Audit Protocol.
Employee Participation
Process Safety Information
Process Hazard Analysis
Operating Procedures
Trainings
Contractors
Start-up Safety Review
Mechanical Integrity
Hot Work Permit
Management of Change
Incident Investigations
Emergency Planning and Response
Compliance Audits
Trade Secret
7.6.12.1 HEALTH AND SAFETY POLICY of JESONS INDUSTRIES LIMITED
Jesons Industries Limited Management believes that prevention or reduction of any type of loss means
Safety. It is possible to prevent any accident or occupational illness. Jesons Industries Limited
Management is committed for Health and Safety as under.
Jesons Management believes that prevention or reduction of any type of loss meant Safety. It ispossible to prevent any accident or occupational illness. Jesons Management is committed for Healthand Safety as under.
- Shall comply all statutory provisions on Health, Safety and Environment.- Accepts overall HSE responsibility and expects full cooperation from every one.- To make safety everybody’s business, accountability will be set from top to the bottom.- Shall involve everyone in Safety Management and Appraisal.- Shall consider individual’s safety performance in one’s career advancement.- Contractors, subcontractors, transporters and visitors shall also be made safety responsible.- Shall produce safety performance in the annual report of the company.- Shall widely publicise the policy and implement it.
- Safety Audit and Risk Assessment shall be carried out at least once in two years to ensure theeffectiveness of the policy.
- Safety shall be considered while procuring Plant, Machinery and Material and engaging people.- Shall make the policy known to all workers, business associates and the public of the vicinity.
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We shall make safety everybody’s business in true sense,
7.6.13 Fire & Explosion Controls
Fire fighting system is one of the important areas that is vital for the safety in a chemicalplant. Jesons Industries Limited has a structured and an extensive fire fighting system thatserves all the components of the plant. The main features of the fire fighting system in JesonsIndustries Limited is as follows:
The fire station inside the plant consists of the following components: A fully equipped
fire station with trained firemen is available to serve the plan whenever the emergency arise.
Two central multipurpose fire tenders are available that serves all the plants inside Jesons
Industries Limited.
Fire alarm annunciation panel
Communication facilities such as Wireless, Hotline, direct line telephone and intercom
facilities are accessible from all the locations of the plant.
Emergency PPEs are available (Leather gloves, dust mask, ear muff, goggles, PVC coat, PVC
pant, PVC hood, PVC gloves, helmet with face shield, asbestos lug guard, asbestos apron, half
mask, full mask, gum boot) and are provided to the employees with sufficient training as to
how and when to use them.
Fire fighting equipments like Fire suits, Chemical protection suit, Elkhart nozzle, triple
purpose nozzles, short branches are available to serve the employees in the time of emergency.
Table 7-3Fire Fighting Equipments Available in the Plant
S.No Equipments Nos.
1 Single Hydrant 9
2 Fire suites 3
3 SCBA 5
4 Online air breathing apparatus 7
5 ABC Fire Extinguisher – 6 Kg 10
6 ABC Fire Extinguisher – 2 Kg 15
8 CO2 Extinguisher – 4.5 kg 10
9 CO2 Extinguisher – 22.5 kg 5
10 Fire Buckets 24
The list of Fire Alarm points and its components inside the plant is given below
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Table 7-4Fire Alarm points and its components inside the plant
S.No Equipments Nos.
1 Fire Alarm Call Point 12 Smoke detector 19 in False celling,3 Pilot sprinkler 9
The capacity and types of pumps present in the Fire pump room are as follows
7.6.14 Chemicals Management System
Jesons Industries Limited’s policy of protecting employee health and safety and the environmentrequires safe management of chemicals throughout the life cycle. Since the nature of Jesons IndustriesLimited’s activities are such that highly hazardous and carcinogenic chemicals are employed and theinventories of chemicals are large, a well conceived system of chemicals management is put in place toenable the facility to conform to the EHS policy as well as meet the requirements of the regulationsapplicable to the operations.The Chemicals Management system provides with a framework for managing the various aspectsassociated with handling chemicals in a safe and environmentally sound manner with the below salientfeatures.
- Ensure that each container is labeled with correct name of the chemicalcontained in it and take necessary precautions while handling them.
- Read the labels carefully.- Do not handle the container if you are not sure about its contents.- Do not taste or inhale any chemical.- Know the significance of different properties of the chemicals especially its
flash point, inflammable limits and toxicity.- Know safe storage, handling, fire fighting and first-aid procedures for each
chemical you are handling.- Decontaminate the empty containers thoroughly after use.- Use appropriate PPE.
7.7 OCCUPATIONAL HEALTH / INDUSTRIAL HYGIENE PROGRAM
Industrial Hygiene is one of the fast emerging fields and is a critical requirement for
the well being of employees, for which Jesons Industries Limited has developed a
comprehensive Occupational health program.
The occupational Health Management system / the industrial hygiene and medical
system protects and enhances health, productivity, and wellness by anticipating,
recognizing, evaluating, controlling, and managing workplace health hazards (e.g.
chemical, physical, biological, ergonomic, psychological, etc).
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These systems also mitigate illnesses and injuries by promptly recognizing, treating,
investigating, and taking corrective actions.
Jesons Industries Limited’s Occupational Health & Wellness Program covers the
policies, work practices and procedures to provide a safe and healthy environment and
protect the shop floor employees, laboratory employees and researchers from health
hazards associated with the use of hazardous chemicals.
7.7.1 Occupational Health Monitoring
7.7.1.1 Medical Surveillance Program: Medical surveillance program is essential to assess and
monitor employees' health and fitness both prior to employment and during the course of
work; to determine fitness for duty and to provide emergency and other treatment as needed.
Effectiveness of a medical program depends on active involvement of employees.Jesons
Industries Limited medical surveillance program include following major elements:
Developing a OH-IH Medical Surveillance Program ,
Pre-Employment Examination and Periodic Medical Examinations,
Liver test is conduct for every 6 months for each person,
Determination of Fitness for Duty,
Communications,
Emergency Medical Treatment,
Medical Records
7.7.1.2 Pre-Employment Screening / Examinations- All employees shall be subject to pre-
placement medical examinations to determine their fitness for the nature of jobs on site.
Potential exposures to the work environment shall be considered before placing an
employee on the job.
7.7.1.3 Periodic Medical Examinations- Periodic medical examination is the same as the pre-
employment screening and may be modified according to current conditions, such as
changes in the employee's symptoms, site hazards, or exposures.
Comparison of sequential medical reports with baseline data is essential to determine
biologic trends that may mark early signs of adverse health effects, and thereby facilitate
appropriate protective measures. The frequency and content of examinations are normally
one year. Apart from this for workers working in Hazardous area, medical examination is
conducted by Doctor authorized by Factory Inspectorate.
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7.7.2 Emergency Management
Jesons Industries Limited is committed to constructively report and investigate all EHS
incidents (e.g. near misses, illnesses, injuries, process safety, environmental, fire, distribution
accidents, etc) to establish the facts and hence take prompt steps to prevent a recurrence.
A detailed Incident Investigation and Reporting (IIR) guideline is in place to assure an
effective and efficient incident reporting and investigation process, and implementing
appropriate corrective or preventive measures to prevent recurrence of such incidents.
The essential aspects of Emergency Management system is given below:
Identification of potential emergency scenarios and schedule
Revision of Emergency response plan based on Consequence Analysis
Emergency Response Team Training
Periodic evacuation mock drills and observations of gaps - Table top exercises
Onsite Emergency Preparedness and Response Plan
7.7.3 Materials Handling Storage and Transportation
Considered the properties of the materials involved in order to establish efficient material
handling procedure.
Operators are physically qualified and trained in the operation of the equipment and the safe
practice followed.
General consideration concerning the storage of the materials is piled, cradled, cross tied,
packed and blocked so that they will not fall or slide.
Safe rules for the manual handling of the materials and operation of the vehicles is practiced.
7.7.4 H&S Audits & Inspections program
Jesons Industries Limited has established and implemented a comprehensive Audit and
Inspection program to be carried out and managed by competent resources.
External Safety Audit
Internal Safety Audit
Special Fire safety audits /Fire Risk Assessments
Self and Inter/ Cross unit audits
Regular medical checkup
Critical equipment safety inspection
Emergency and life saving equipment inspection
IMS (Integrated Management System) Internal and External audits
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Daily Safety Inspection
Monthly Environmental inspection
Daily Workplace exposure monitoring using VOC meters - PID
Vessels and storages are tested for their integrity at regular frequency.
Preventive / opportunity maintenance carried out.
Condition monitoring techniques are followed.
Sensors and alarms are provided to alert on fugitive emissions.
Area monitoring by personal sampler is carried out.
Measurement of noise level and illumination is carried out.
Personal protection equipments and measures
Chemical Handling Area: Non-respiratory protection such as Helmet, Safety goggles, Nitrile
/Neoprene/PVC gloves, Safety shoes and respiratory protection such as Full/half face
respirator with organic /inorganic cartridge. Material loading/unloading operations, Supplied
Air Breathing Apparatus (SABA) are being used.
Welding operation: Welding face shield, leather apron, leather gloves and safety shoes are
being used by welders. Helper use UV resistant goggles, leather apron, leather-gloves and
safety shoes.
Gas Cutting operation: IR resistant goggles, leather gloves, safety shoes are being used by
both cutter and helper.
Boiler operation: Cotton type retardant suit, IR resistant goggles, helmet, safety shoes and
cotton gloves.
Concentrated Acid and Base handling (i.e. Sulphuric acid/HCL/Caustic Lye): Full body PVC
suit, Gum boot and PVC gloves.
Electrical Work area (MCC and PCC): 410 V to 22KV electrical resistance gloves,
Electrical safety shoes (without metal toe guard) and helmet and electrical gloves
Tested date and due date are marked legibly.
Working at Height: Personal fall protection (i.e. Full body harness), helmet and
Safety-shoes.
Other safety features available during emergency situation in the site
Breathing air stations are provided through out the plant area with full face mask and air is
supplied from a dedicated compressor and the air is fed to the system after purification.
Emergency shower and eye washers are located in all plant areas and water supply is assured
from a dedicated sources.
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Self contained breathing sets are available and people have been trained of it’s use.
Proximity suits are available for use in fire emergency.
Chemical protective suits to deal with most offensive chemicals are available.
7.7.5 Industrial Hygiene Monitoring
Jesons Industries Limited has carried out Health hazards monitoring for the existing plant
through the following activities and the same will be implemented.
Exposure to airborne chemical substances in the workplace were monitored by through area
and personnel monitoring depending of the nature of the processes, sources of chemical
exposure and toxicity of the chemicals by the following sampling methods. Industrial Hygiene
means anticipation, recognition, evaluation and control of environmental pollutants causing
health effects. Industrial hygiene is a specialized coordination among safety, health and
environment aspects. Main thrust is is on workplace hazards.
Ergonomics and workplace design is also considered here. Ease and comfort can be provided
in manual work through hygiene subject. Personal protective equipment is also a branch of
hygiene.
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PERSONAL PROTECTIVE EQUIPMENT
The personal protective equipment (PPE) are the last resort or a supplementary control.
Following are the selection criterion for PPE.
PPE should …
… give adequate protection against the hazard
… be of minimum weight
… easy to wear and comfortable
… should not restrict the movement of the wearer
… durable and easily maintainable
… not cause hazard themselves
PPE Selection Considerations :
-Nature of hazard-Concentration of contaminant-Duration of use-Expected activity of wearer-Operating characteristics
Care of PPE :
-Why, where and how to use it-Ensuring effectiveness-Validity ( see expiry date)-Housekeeping : Clean & check before, during & after use-Proper maintenance & spares-Storage
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Area Monitoring- sampling pumps or passive monitoring badges are placed at static/fixed locations
to collect airborne chemicals in the areas. Time weighted average (TWA) concentration of the
chemical present in the air was calculated.
Personnel Monitoring- This is a method using personal passive monitoring badges or sampling
pumps attached to the individuals, subject to chemical exposure. TWA then computed from the
analytical results and determined the exposure level to the individuals.
Noise Monitoring - Measurement of individual noise sources (e.g. compressors, motors, reactors,
DG etc.) were monitored by in-house program in every six month as periodical base in addition to
the yearly monitoring by external agencies.
Industrial health monitoring - Some of the proposed measures that has to be implemented to
ensure good quality of industrial health and safety for the proposed new manufacturing project are
listed below :
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Regular inspection and maintenance of pollution control systems.
All measures related to safety such as safety appliances, training, safety awards,
posters, slogans are undertaken.
The workers exposed to noisy sources are provided with ear muffs/plugs.
Adequate facilities for drinking water and toilets are provided to the employees.
The fire and safety equipments are properly utilized and maintained regularly.
The health of the workers will be regularly checked by a well qualified
Doctor and proper records will be kept for each worker.
Isolated storage for all hazardous chemicals with adequate safety measures, sign
board outside storage etc.,
Fire – proof electric fittings are used.
Good air circulation will be ensured within the plant area.
Training has been given to deal with emergency situation, to operate fire
extinguishers, to provide first – aid to affected persons by arranging safety work-
shop once in six months.
Showers and hand – wash are provided in vicinity of work area with ample
quantity of water available.
Fire and Smoke detectors are installed at suitable place in the premises to get alert
warning and avoid major accident.
Automatic water sprinklers are installed throughout the building to retard spread of
fire.
On site emergency plan is prepared and implemented to safe guard human life and
property.
Occupational health tests such as Liver Function Tests (LFT) and Pulmonary
Function Tests (PFT) are conducted frequently to monitor the health of the
workers and are well documented.
7.7.5.1 General considerations
For good housekeeping of the project, following measures will be planned:
Maintaining cleanliness of roads to prevent accumulation of dust and waste
material.
Inculcating positive attitude among employees for good house – keeping.
Maintaining hygienic conditions near drinking water source and toilets.
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Waste - minimization, Recycle / Reuse / Recover Techniques &Energy
conservation
Unit will take following steps in this regard:
High efficiency pumps with auto level cut off is installed.
Liquid chemicals dosing is through metering pumps.
CFLs with high frequency ballast shall be used.
Energy efficient fluorescent tube lights/CFL are used for office areas.
Self starters and variable drives are installed for motors.
All tanks are installed with level controllers and cut off for pumps.
Process improvement by R & D to reduce waste water generation.
7.8 ENVIRONMENTAL MANAGEMENT CELL
In addition to preparing an EMP, it is also necessary to have a permanent organizational set up to
for the effective implementation of environmental management plan. Environmental Management
Cell increase the strength of the environmental management team to deal with EMP effectively and
efficiently. Hence will create a team consisting of officers from various departments to co-ordinate
the activities concerned with management and implementation of the environmental control
measures. This team will undertake the activity of monitoring the stack emissions, ambient air
quality, noise level, and water quality etc. either departmentally or by appointing external agencies
wherever necessary. Regular monitoring of environmental parameters will be carried - out to find
out any deterioration in environmental quality and also to take corrective steps, if required, through
respective internal departments. The Environmental Management Cell will also collect data about
health of workers, green belt development etc. Organ gram of the Environmental Management Cell
is presented in Figure below:
]
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Figure 7-6Organizational set up for Environmental Management plan
7.8.1 Responsibilities of Environment Management Cell
The cell will also be responsible for monitoring of the plant safety and safety related systems
which include :
Checking of safety related operating conditions.
Visual inspection of safety equipment’s.
Preparation of a maintenance plan and documentation of maintenance work specifying
different maintenance intervals and the type of work to be performed.
Other responsibilities of the cell will include :
Submit annual Environmental statement.
Timely renewal of Consents & Authorization will also be taken care of.
Submitting environmental monitoring report to TNCPB. Data monitored by the cell
will be submitted to the Board regularly. The cell will also take mitigation or
corrective measures as required or suggested by the Board.
Keeping the management updated on regular basis about the conclusions / results of
monitoring activities and propose measures to improve environment preservation and
protection.
Conducting regular safety drills and training programs to educate employees on safety
practices.
A qualified and experienced safety officer will be responsible for the identification of
the hazardous conditions and unsafe acts of workers and advise on corrective actions,
Whole TimeDirector(Operations)
Deputy Manager(safety)Deputy manager (ENV)
FiremenField Staff (ENV)
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organize training programs and provide professional expert advice on various issues
related to occupational safety and health.
Conducting safety and health audits to ensure that recommended safety and health
measures are followed.
7.8.2 Monitoring of Environment
A regular monitoring of environmental parameters like air, water, industrial effluent, noise and
soil as well as performance of pollution control facilities and safety measures in the plant are
important for proper environmental management of any project.
Therefore, the environment and safety cell will handle monitoring of air and water pollutants
as well as the solid wastes generation as per the requirements of Tamil Nadu Pollution Control
Board and Central Pollution Control Board.
Monitoring of various parameters will be carried out regularly to assess the pollution level
inside the plant and in nearby area. Useful to compile pollution related data for remedial
measures and find out efficiency level of pollution control measures adopted.
Table 7-5Environmental Monitoring Plan
S.
No
Particulars Frequency of
monitoring
Parameters for Monitoring
1. Air pollution monitoring
Scrubber monitoring Once in a month Chlorine
Boiler and DG Stack
emissions
Once in a month PM, SOX, CO and NOx
Ambient air quality
within the premises of
the proposed unit
Once in a month All 12 parameters as given in NAAQS
At 1 location in Prevalent
Down
Wind Direction
Once in a month
At 1 location in Up Wind
Direction
Once in a month
2. Noise monitoring
At various locations
within the
Once in amonth Noise Levels in dB(A)
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premises
3. Water quality monitoring (Surface and Process)
One location Once in amonth pH, Color, Turbidity,
TSS, TDS, COD,BOD,
Chlorides, Sulphates,
Total Alk. Ca & Mg, Hardness, Fluoride
etc.
4 Soil Quality monitoring
One location near
Hazardous waste storage
area at site and one
location outside site
Once a month Physicochemical properties, Nutrients,
Heavy metals
5 Ground water quality monitoring
One location near
Hazardous waste storage
area at site and one
location outside site
Once a month Physicochemical properties, Heavy metals
6 Effluent Quality monitoring
Inlet and outlet of ETP Once a month pH, Temp, TDS, TSS, Chloride, Sulphide,
Sulphate, fluoride, ammoniacal Nitrogen,
Sodium, Copper, Zinc, Phenolic
compounds, Oil and Grease, Boron, BOD,
COD, Total Residual Chlorine, Arsenic,
Cadmium, Total Chromium, Hexavalent
Chromium, Lead, Selenium, Mercury,
Pesticides, Alpha emitters, Free Ammonia,
Disssolved Phosphates, Total Kjeldhal
nitrogen,Cyanide, Nickel, Residual
Sodium Carbonate.
7 Sewage Quality Monitoring
STP inlet and outlet Once a month pH, temperature, TDS,TSS, BOD
8 Work place Monitoring Quarterly Noise, VOC, Lux levels
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7.8.3 Laboratory Facilities
Jesons Industries Limited will hire external NABL /MoEF accredited laboratory to do regular
monitoring for air, water, soil and noise as per CPCB/TNPCB guidliness.
7.8.4 Corporate Responsibility for Environmental Protection (CREP)
The Ministry of Environment & Forest (MoEF) has launched the Charter on "Corporate
Responsibility for Environmental Protection (CREP)" in March 2003 with the purpose to go
beyond the compliance of regulatory norms for prevention & control of pollution through
various measures including waste minimization, in-plant process control & adoption of clean
technologies. The Charter has set targets concerning conservation of water, energy, recovery
of chemicals, reduction in pollution, elimination of toxic pollutants, process & management of
residues that are required to be disposed off in an environmentally sound manner.
Table 7-6 CREP Points and Compliance status
S.No Condition Proposed action
1. Installation of Continuous
Ambient Air Quality
System
Continues monitoring of AAQ
will be carried out by installing
necessary equipment in proper
arrangement
2. Providing Continuous
monitoring analyser for
SOx, NOx in Thermopack
SOx, NOx will be monitored
continuously and maintained
level within norms provided by
MoEF/ CPCB
3. Additional green belt area We proposed to attain 34 % of
green belt area which greater
then norm 33%
4. Zero Liquid Discharge
concept
Effective system of ZLD is
executed and Land
Environmental is to be protected.
5. Plant process control
measures
Advance technique will be
adopted for the process and
emission from the same will be
mitigated.
Environmental Management Plan
Hubert Enviro Care Systems Pvt. Ltd. Page 172
7.8.5 Budgetary Provisions for EMP
Adequate budgetary provisions have been made by Jesons Industries Limited for execution of
environmental management plan. The details of capital and recurring (per annum) budget
earmarked for pollution control, operation and maintenance of pollution control facilities, for
greenbelt development and maintenance will be as given in Table 7-12.
Table 7-7Cost for Environmental Protection Measures in (Rs.)
S.No Environmental protectionmeasures
Proposed CapitalCost (Lakhs)
Recurring costper Annum(Lakhs)
1. Air Pollution Control 15 2
2. Water Pollution Control 40 5
3. Noise Pollution Control 1 1
4. Occupational Health andsafety
5 2
5. Green belt Development 2 0.5
6. Storm water Management 7 1
7. Waste Management 5 2
8. Fire Fighting 20 5
9 Total 100 18.50
Summary and Conclusion
Hubert Enviro Care Systems Pvt. Ltd. Page 173
8 PROJECT BENEFITS
The upcoming project will increase the employments opportunity for the local people.
The proposed site will enhance the revenue of the district and provide the growth in specific area.
The product produce from this unit will fulfill the part of demand of Textile industries, Logistic
industries, construction industries …etc,
Infrastructure facilities like road, street, lights, water supply and drainage facilities will be
advance the nearby area.
This project will increase the export possibility to Srilanka, Indonesia, Thailland etc….,
Summary and Conclusion
Hubert Enviro Care Systems Pvt. Ltd. Page 174
9 SUMMARY & CONCLUSION
9.1 SUMMARY
The Environmental Impact Assessment report studied the proposed project and assessed its
predicted impacts on land, water, air, soil and biological environment of the region. The proposed
project was found to be complying with all the environmental, health and safety standards, and is
planning to use efficient equipments and advanced technologies to reduce its air emission, water
and waste generation. It is also taking proper care in its hazardous chemicals and waste handling. It
has also laid down solid plans to monitor and combat any disaster or emergency situation in the
project.
Other than the above, proposed project will be bringing in various economical, social and
environmental benefits to the in around of Thervoykandigai village, Tamil Nadu and to the county.
Summary and Conclusion
Hubert Enviro Care Systems Pvt. Ltd. Page 175
9.2 CONCLUSION
After studying the impacts and effects of the proposed project, some of the salient features and
observations with respect to the proposed project are as follows:
The project is beneficial to the society
No extraction of ground water is proposed.
There will be no additional water requirement and no additional water discharge for the
proposed project.
No change in waste water discharge and water pollution load with respect to quantity and
quality.
Process waste are planned to dispose to cement factory as fuel.
Hazardous wastes are disposed as per hazardous waste rules. TML will carry on disposal of
hazardous water .
Jesons Industries Limited has adequate safety measures and does not anticipate any adverse
effect on health of workers.
For handling and storage of raw materials and finished products proper
measures has been considered.
Dust scrubber and it is proposed for Thermic fluid heater stack.
Nearly 34.79% of proposed plot area is Green belt area.
9.3 RECOMMENDATIONS
With the above benefits, environmental, societal commitment and readiness of the project, the
environmental impact assessment report strongly affirms and recommends the proposed project of
product change mix. Some of the recommendations given by the consultant with respect to the
project are as follows:
Suggestions of qualitative risk analysis study will be followed to minimize accidents and for
safe operations.
Environmental Management Plan will be strictly adhered to minimize the environmental
impacts of proposed project.
Green belt development will be well maintained to improve the aesthetics and biodiversity
of the area.
Hubert Enviro Care Systems Pvt. Ltd. Page 176
10 DISCLOSURE OF CONSULTANTS ENGAGED
Details of the consultancy and consultant engaged are as follows:
Table 10-10-1Details of the Consultant
Consultant Hubert Enviro Care Systems Pvt Ltd, Chennai
NABET Certificate No NABET/ EIA/ 1013/ 041
EIA Coordinator Dr.JRMoses
National Accreditation Board for Testing and Calibration Laboratories (NABL)
accreditation for Laboratory services for ISO17025
MoEF Recognized Laboratory
ISO 9001:2008 qualified and certification by URS
Environmental Management System complying AS/NZS ISO 14001:2004
Occupational Health & Safety Management System OHSAS 18001:2007
Approved byKarnataka PCB and Kerala PCB.
Achilles joint qualification system. Achilles Id.15148.
Kiwa Quality Management System .
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