Draft Environmental Impact Assessment Report
Proposed Project Integrated Textile Park & Common Effluent Treatment Plant (2.5 MLD)
At Village: Kareli, Ta. Palsana, District Surat , Gujarat
Project Proponent Kejriwal Integrated Textile Park Pvt. Ltd.
Prepared By:
3rd Floor, K. G. Chambers, Opp. Gujarat Samachar Press, Udhna Darwaja, Ring Road, Surat - 395 002. NABET Accreditation vide letter no. NABET/EIA/RA002/034 and list of QCI approved consultant uploaded on 11th June 2015 DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK
CONTENTS 1 INTRODUCTION...... 10
1.1 Company Profile ...... 10
1.2 Proposed project & IT’S SCOPE ...... 10
1.3 Total cost of the project: ...... 12
1.4 Need of PROJECT ...... 12
1.5 Project Site Details ...... 12
1.6 Salient Features of the site ...... 15
1.7 Land Area Breakup ...... 16
1.8 Applicable Legislation...... 16
1.9 Purpose of the Study ...... 17
1.10 Definition of EIA ...... 17
1.10.1 Methodology ...... 17
1.10.2 Scope of work ...... 18
1.10.3 Structure of EIA Report ...... 29
2 PROCESS DESCRIPTION ...... 31
2.1 Product Details ...... 31
2.2 Raw Material Details ...... 31
2.3 process DETAILS FOR TEXTILE UNITS ...... 32
2.3.1 Weaving Preparatory & Weaving Process ...... 32
2.4 Details of CETP ...... 34
2.4.1 CETP PROCESS DESCRIPTION ...... 35
2.5 Best Available Technology (BAT) ...... 43
2.6 Collection System & Monitoring ...... 43
2.7 EFFLUENT MANAGEMENT ...... 44
2.8 CETP Effluent Quality Monitoring Scheme ...... 45
DETOX CORPORATION PVT. LTD. 1 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK 2.9 Pipelines maintenance program...... 46
2.10 CETP Management ...... 46
2.11 Water details for proposed project ...... 46
2.11.1 Water Source & its Assessment for Availability ...... 46
2.11.2 Water Consumption ...... 47
2.11.3 Waste Water Generation ...... 48
2.12 Power Supply Requirements & Utility Services ...... 48
2.12.1 Electric Supply ...... 48
2.12.2 Generator Room: ...... 49
2.13 Stacks details for proposed project ...... 49
2.14 Solid waste generation ...... 49
2.15 Hazardous waste generation ...... 49
2.16 Fuel requirement ...... 50
2.17 Details of utilities requirement ...... 50
2.17.1 RO system ...... 50
2.17.2 Common Effluent Treatment Plant (CETP) ...... 50
2.17.3 DG Set...... 50
3 BASELINE STUDY ...... 51
3.1 Meteorology study ...... 51
3.2 Ambient air quality ...... 53
3.2.1 Study period and area ...... 53
3.2.2 Details of Parameter monitored and analysis method adopted ...... 53
3.2.3 Air Monitoring Locations ...... 54
3.2.4 Baseline Data ...... 56
3.3 Water environment...... 57
3.3.1 Baseline study ...... 57
3.3.2 Study period and sampling frequency ...... 57
DETOX CORPORATION PVT. LTD. 2 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK 3.3.3 Details of Parameter monitored and analysis method adopted ...... 57
3.3.4 Water Sampling Locations ...... 59
3.3.5 Ground Water Quality ...... 60
3.3.6 Surface water quality ...... 61
3.4 Soil environment ...... 63
3.5 NOISE ENVIRONMENT ...... 66
3.6 Land Use Study ...... 67
3.6.1 Study Area ...... 67
3.6.2 Methodology ...... 67
3.6.3 Land Use/ Cover Pattern of Study Area ...... 68
3.7 Bio Ecology study ...... 70
3.7.1 Topology of the study area ...... 71
3.7.2 Flora of the study area ...... 72
3.7.3 Status of the forest, their category in the study area ...... 72
3.7.4 Faunal biodiversity of the study area ...... 73
3.7.5 Birds of the study area: ...... 73
3.8 Socio Economic Study ...... 74
4 Impact identification ...... 81
4.1 Potential impact on Air environment ...... 81
4.1.1 Construction Phase ...... 81
4.1.2 Operation Phase...... 81
4.2 potential imapacts on water environment ...... 87
4.3 NOISE ENVIRONMENT ...... 87
4.4 SOLID WASTE GENERATION ...... 89
4.5 hazardous waste generation ...... 89
4.6 socio economic environment ...... 89
5 ENVIRONMENT MANAGEMENT PLAN (EMP) ...... 90
DETOX CORPORATION PVT. LTD. 3 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK 5.1 Administrative aspects of EMP...... 90
5.2 Environment Management Plan – Construction phase ...... 90
5.3 Environment management plan - Operation Phase for control of fugitive emission AND POINT SOURCE EMISSION ...... 91
5.4 Environment management plan for Water environment ...... 92
5.4.1 Water Conservation ...... 92
5.4.2 Monsoon Plan ...... 92
5.5 Environment Management Plan - Solid Waste ...... 93
5.6 Hazardous waste ...... 93
5.7 environment management for Noise environment ...... 94
5.8 Green belt development ...... 96
5.9 Do’s and don’ts checklist ...... 98
5.10 Environment Management Cell ...... 99
5.11 BUDGETARY ALLOCATION FOR ENVIRONMENT MANAGEMENT PLAN ...... 101
6 Environment Monitoring Plan ...... 102
6.1 AMBIENT AIR QUALITY MONITORING ...... 102
6.2 STACK MONITORING ...... 102
6.3 NOISE ENVIRONMENT ...... 102
6.4 WATER AND WASTE WATER QUALITY MONITORING ...... 103
6.4.1 Environment laboratory ...... 103
6.5 POST PROJECT ENVIRONMENT MONITORING BUDGETARY ALLOCATION: ...... 103
7 Project benefits ...... 104
7.1 Existing Socio-Economic Activities ...... 105
7.2 Proposed Socio- Economic Activities ...... 105
8 Consultant details ...... 106
DETOX CORPORATION PVT. LTD. 4 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK List of Tables
Table 1-1: Detail of Proposed types of textile units ...... 11
Table 1-2: Detail of Proposed production capacity of different units ...... 11
Table 1-3: Site Salient Feature ...... 15
Table 1-4: Detailed Land Area Breakup ...... 16
Table 1-5: TOR Compliances ...... 19
Table 1-6: Structure of EIA Report ...... 29
Table 2-1: Detail of Proposed production capacity of different units ...... 31
Table 2-2: Raw material Details ...... 31
Table 2-3: Anticipated characteristics of Treated & Untreated Waste Water ...... 35
Table 2-4: Details of CETP units ...... 39
Table 2-5: Raw water Characteristics – Ground water ...... 47
Table 2-6: Electricity allocation ...... 49
Table 2-7: Stack Detail ...... 49
Table 3-1: Meteorology Data ...... 51
Table 3-2: Analysis methods ...... 54
Table 3-3: Air Monitoring Location ...... 56
Table 3-4: Concentration of various pollutants ...... 56
Table 3-5: Analysis method for water parameters ...... 58
Table 3-6: Water Monitoring Locations ...... 60
Table 3-7: Ground water quality ...... 60
Table 3-8: Surface Water Quality ...... 61
Table 3-9: Use based classification of surface water in India ...... 62
Table 3-10: Methodology for Soil Sample Analysis ...... 64
Table 3-11: Soil Quality ...... 65
Table 3-12: Noise Quality in the study area ...... 66
DETOX CORPORATION PVT. LTD. 5 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK Table 3-13: Land use/cover Categories within 2 km of the Area Statistics ...... 69
Table 3-14: Land use/cover Categories within 10 km Area Statistics ...... 70
Table 3-15: List of villages ...... 75
Table 3-16: Demographic structure of the project area ...... 76
Table 3-17: Economic Structure Of Village Economy ...... 78
Table 3-18: Demographic Characters ...... 79
Table 4-1: Stack Details for Proposed Plant (Input data) ...... 82
Table 4-2: Resultant Concentration due to incremental increase...... 83
Table 4-3: Noise generating sources in construction phase ...... 87
Table 4-4: Noise level generation from Weaving Machine ...... 88
Table 5-1: Mitigation measures ...... 94
Table 5-2: Recommended Plant Species for Green Belt Development ...... 97
Table 5-3: Estimated cost of implementation of EMP ...... 101
Table 6-1: Monitoring schedule ...... 103
Table 7-1: Employment generation for the proposed project ...... 104
List of Figures
Figure 1-1: Location of Project site on Satellite Image ...... 13
Figure 1-2: Site Map of 10 Km radius ...... 14
Figure 2-1: Manufacturing Process ...... 32
Figure 2-2: Process flow diagram of treatment scheme for proposed CETP ...... 36
Figure 2-3: Water balance Diagram ...... 48
Figure 3-1: Wind Rose Diagram ...... 52
Figure 3-2: Wind Class and Stability Class Frequency Distribution ...... 53
Figure 3-3: Air Monitoring Locations on site map of study area ...... 55
Figure 3-4: Land use/cover pattern map of the study area ...... 68
DETOX CORPORATION PVT. LTD. 6 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK Figure 3-5: Percentage of Male and Female Population Bar Chart ...... 75
Figure 3-6: Percentage of Literate and Illiterate Male and Female Population Bar Chart ..... 76
Figure 3-7: Distribution of Main, Marginal and Non working population ...... 77
Figure 3-8: Distribution of Total working population...... 78
Figure 4-1: Isopleths for PM ...... 84
Figure 4-2: Isopleths for Sox ...... 85
Figure 4-3: Isopleths for NOx ...... 86
Figure 5-1: Environment Management Cell ...... 100
List of Annexure
Annexure 1: Detailed Layout map of the Proposed Textile Park
Annexure 2: NA certificate & land acquisition documents of the land
Annexure 3: Permission letter from CGWA
Annexure 4: Notarized Undertaking
Annexure 5: Land Use Study
Annexure 6: Risk Assessment and Disaster Management Plan
Annexure 7: Bio ecology Report
Annexure 8: Geo-hydrology Study
Annexure 9: Socio Economic Activities
Annexure 10: NABET Accreditation certificate of consultant
Annexure 11: TOR Copy
DETOX CORPORATION PVT. LTD. 7 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK List of Abbreviation
EIA: Environment Impact Assessment
MTPA: Metric Ton per Annum
EC: Environmental Clearance
SEAC: State Environmental Assessment Committee
MoEF: Ministry of Environment and Forest
TOR: Terms of Reference
RO: Regional Office
SPCB: State Pollution Control Board
APC: Air Pollution Control
AAQ: Ambient Air Quality
EMP: Environment Management Plan
PEL: Permissible Exposure level
FAE: Functional Area Expert
TPD: Ton per Day
MT: Metric Ton
SW: Surface water
GW: Ground water
SQ: Soil Quality
ESP: Electrostatic Precipitator
SPM: Suspended Particulate Matter
RSPM: Reparable Suspended Particulate Matter
LULC: Land Use Land Cover
KITPPL: Kejriwal Integrated Textile Park Private Limited
CPCB: Central Pollution Control Board
ND: Not Detected
TDS: Total Dissolved Solids
DETOX CORPORATION PVT. LTD. 8 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK COD: Chemical Oxygen Demand
BOD: Biological Oxygen Demand
DO: Dissolved Oxygen
MPN: Most Probable Number
NRSA: National Remote Sensing Centre
IUCN: International Union for Conservation of Nature
PUC: Pollution Control Certificate
ISC-ST: Industrial Source Complex – Short Term
GLC: Ground Level Concentration
HSE: Health Safety and Environment
OSHA: Occupational Safety and Health Administration
EMC: Environmental Management Cell
NABL: National Accreditation Board for Testing and Calibration Laboratories
APHA: American Public Health Association
AWWA: American Water Works Association
WPCF: Water Pollution Control Federation
CETP: Common Effluent Treatment Plant
DGVCL: Dakshin Gujarat Vij Company Ltd (South Gujarat Electricity Board)
NABET: National Accreditation Board for Education and Training
UGSR: Underground Storage Reservoir
DAF: Dissolved Air Floatation
MCF: Micron Cartridge Filter
MBBR: Moving Bed Biofilm Reactor
DETOX CORPORATION PVT. LTD. 9 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK Chapter 1 Introduction 1 INTRODUCTION
1.1 COMPANY PROFILE
Textile industries in and around Surat City is scattered in different areas. But due to significant growth of the textile industry in this region and saturation of permissible built up area, several textile units are suffering from space constraint. Consequently several entrepreneurs are considering Greenfield sites for setting up fresh capacities. Keeping in view the aforesaid constraints, Kejriwal group proposes for new project “Kejriwal Integrated Textile Park Private limited (KITPPL)”, which is primarily to gather the different type of textile units under one roof. Further, the technical configuration of the project is targeted to meet international standard of quality and service.
Kejriwal Integrated Textile Park Private Limited (KITPPL) is a new adventure of Kejriwal group of company. M/s Kejriwal Industries Ltd. is engaged in business of manufacturing texturised yarn since February 2003. The major promoters of M/s Kejriwal industries are Mr. Giridharilal Kejriwal. He is closely associated with Textile Industry. M/s Kejriwal Industries Ltd. belongs to one of the leading textile business group based at Surat engaged in manufacturing of Texturised Yarn, Dyed Yarn as well as successfully running Dyeing & Process House like, Kejriwal Industries Ltd. Kejriwal Dyg. & Ptg. Mills Pvt. Ltd. Kejriwal Yarns Pvt. Ltd. Kejriwal Silk Mills Pvt. Ltd. Kejriwal Filaments Pvt. Ltd.
The group has long enough experience related to textile field. Now group wants to set up Integrated Textile Park for providing single window assistance to small scale textile entrepreneurs, facilitate scientific waste disposal and providing other infrastructure facilities.
1.2 PROPOSED PROJECT & IT’S SCOPE
Project proponent envisages setting up of a Textile Park in Village Kareli, Ta. Palsana, District Surat. Project will setup on Survey No.328, 333, 340, 341, 442, 343, 344, 357, 358 of total 212481.88 sq m area. The proposed Park envisages setting up total 33 different
DETOX CORPORATION PVT. LTD. 10 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK textile units in the Park. Types of units to be set up in the premises are POY/FDY manufacturing unit, Texturising unit, Weaving unit, Embroidery units.
Company has installed Kejriwal Geotech Private Limited for POY/FDY manufacturing unit at plot no. 340,341.343, 344 (In the premises of Kejriwal Integrated Textile Park Pvt Ltd.). Separate EC has been obtained the same from SEAC wide letter no. SEIAA/GUJ/EC/8(a)/237/2012 dated 23rd August, 2012.
The proposed project is for Environment Clearance of Integrated Textile Park. As per the EIA Notification September 2006, the project falls under Category “B” project (Industrial estate housing at least one Category B industry and area < 500 ha. Details of proposed textile units are as mentioned in Table 1-1.
Table 1-1: Detail of Proposed types of textile units
S. No Type of Unit No. of Units Remarks
1 Texturising 7 Crepe Texturising unit will be installed
2 Weaving 17 Water Jet Looms will be installed
3 Embroidery 9 Embroidery machine will be installed
Total 33
Estimated annual production capacities at a standard working time of some of the main units are as below:
Table 1-2: Detail of Proposed production capacity of different units
Sr. No Type of Unit Product Total production per month*
1 Texturising Texturisied Yarn 6720 MT/month
2 Weaving Finished Cloth 89.40 Lac meters
3 Embroidery Embroideried 11.1 Lac meters fabric
*the given production capacity is based on average denier size. Actual production may vary based on type of machine and denier size.
DETOX CORPORATION PVT. LTD. 11 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK 1.3 TOTAL COST OF THE PROJECT:
The total investment in plant and machinery in the Park operating at its full capacity is estimated to Rs. 121.28 Crores.
1.4 NEED OF PROJECT
Textile Unit:
The proposed project is to set up Integrated Textile Park for providing single window assistance to small scale textile entrepreneurs, facilitate scientific waste disposal and provide other infrastructure facilities.
CETP:
The waste water generated from the textile park will be treated in 2.5 MLD Common Effluent Treatment Plant. Wastewater will be mainly generated from the operation of water jet looms. This wastewater mainly contains Oil content and sizing agents. As per statutory requirement, units can not dispose their effluent directly without treatment. Further, all the textile park member units are of small scale nature. They can’t afford individual ETP. So CETP is essential utility in proposed textile park.
Additionally, it shall be mandatory for all the units to send their wastewater in CETP of park. Hence from environment perspective, it will be easier to monitor at single point.
1.5 PROJECT SITE DETAILS
Total 2, 12,481.88 sq m area has been procured for proposed textile park. The proposed project will be set up in Non agriculture Land. Land procurement and NA Certificate of the land is attached as Annexure 2. The location of project site on satellite image (Google earth) is as shown in Figure 1-1. The surrounding features of project site in 10 km radius are as shown in Figure 1-2.
DETOX CORPORATION PVT. LTD. 12 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK
Figure 1-1: Location of Project site on Satellite Image
Nearest Village: Kareli 0.41 Km
DETOX CORPORATION PVT. LTD. 13 MAY-2015
DRAFT EIA REPORT FOR KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. TEXTILE PARK
Figure 1-2: Site Map of 10 Km radius
Labour colony of adjacent industries
DETOX CORPORATION PVT. LTD. 14 MAY-2015
KEJRIWAL INTEGRATED TEXTILE DRAFT EIA REPORT FOR TEXTILE PARK PARK PVT. LTD.
1.6 SALIENT FEATURES OF THE SITE
Site Silent features are as indicated as in Table 1-3. Project site is situated at the outskirt of the Surat City, just 21-22 Km away from the local textile market. Moreover National High way and State Highway can be approachable from the site easily. Other highlights of the park are as follow.
Surat being the textile hub of Gujarat with a strong supply chain ensures easy availability of any material for the units in the Park. Also road infrastructure is fully developed in vicinity to project site.
The supply and demand factors provide very conducive and favorable business and market environment for the proposed project of KITPPL.
The site is near Surat and the Project is unlikely to face any skilled manpower constraint for the units proposed to be located in the Park.
Table 1-3: Site Salient Feature
Project survey no. Survey no. 328, 333, 340 to 344, 357, 358.
Kareli, Village Palsana Taluka
Surat District Gujarat State
Latitude 21° 8'47.30"N
Longitude 73° 1'57.35"E
Nearest Town/City Surat : ~22 Km
Bardoli: ~9 Km
Nearest Village Kareli (~ 0.41 Km)
Existing land use pattern Agricultural Land ( NA has been done)
Nearest railway station Gangadhara Railway station 1.25 Km
Bardoli Railway station 9 Km
DETOX CORPORATION PVT. LTD. 15 JULY-2015
KEJRIWAL INTEGRATED TEXTILE DRAFT EIA REPORT FOR TEXTILE PARK PARK PVT. LTD.
Nearest water Body Canal: 0.16 Km
Nearest National Highway NH 6 : 0.33 Km
Nearest Airport Surat 30.28 Km
Human settlement from the site Dastan: ~1.07 Km
Heritage site None with in 10 Km radius.
National Park and wildlife sanctuary None within the 10 km radius.
1.7 LAND AREA BREAKUP
Total land acquired for the project 212481.88 sq m. The detailed land use planning and the area break up for different facilities are as given in Table 1-4.
Table 1-4: Detailed Land Area Breakup
Particular Area (Sq m)
Industrial Plot Area 138470.61
C.O.P 1 to 4 15857.58
Labor colony 7647.31
Roads 28704.60
Open area 17435.71
C.O.E buildings 3574.8
Utility Area 791.27
Total plot Area 212481.88
The lay out map of the project site is attached as Annexure 1.
1.8 APPLICABLE LEGISLATION
The lists of applicable laws for the proposed plant are as follows:
EIA Notification, 2006 and amendments thereof The Noise (Regulation and Control) Rules, 2000 The Water (Prevention and Control of Pollution) Act, 1974. The Water (Prevention and Control of Pollution) Cess Act, 1977.
DETOX CORPORATION PVT. LTD. 16 JULY-2015
KEJRIWAL INTEGRATED TEXTILE DRAFT EIA REPORT FOR TEXTILE PARK PARK PVT. LTD.
The Water (Prevention and control of Pollution) Cess (Amendment) Act, 2003. The Air (Prevention and Control of Pollution) Act, 1981. The Environment (Protection) Act, 1986. The Hazardous Waste Management and Handling Rules, 1989 as amended then off. Hazardous Waste Trans boundary Rules, 2008. The Public Liability Insurance Act, 1991. The National Environment Tribunal Act, 1995. The Municipal Solid Wastes (Management and Handling) Rules, 2000.
1.9 PURPOSE OF THE STUDY
One of the units of the said Park M/s. Kejriwal Geotech Pvt Ltd. has already obtained EC from the SEIAA Gujarat. The Proposed project is of Textile Park & CETP. Environmental Impact Assessment (EIA) study is a prerequisite for getting the Environment Clearance. For preparing EIA report M/s Kejriwal Integrated Textile Park Pvt. Ltd. (KITPPL) retained M/s Detox Corporation Pvt. Ltd. as consultant. The status of accreditation of M/s Detox Corporation Private Limited is attached as Annexure 10.
1.10 DEFINITION OF EIA
Environmental Impact Assessment (EIA) is a formal process used to predict how industrial development or construction project will affect natural resources such as water, air, land, socioeconomic and bio ecological environment.
An EIA usually involves a sequence of steps:
Screening
Scoping
Public consultation
Appraisal
1.10.1 Methodology
Environmental Impact Assessment (EIA) studies include identification, assessment, quantitative evaluation and prediction of probable impacts. To minimize the impact of the project on various environmental attributes, mitigation measures are suggested for implementation along with the project.
The methodology of this study can be schematized as detailed below:
DETOX CORPORATION PVT. LTD. 17 JULY-2015
KEJRIWAL INTEGRATED TEXTILE DRAFT EIA REPORT FOR TEXTILE PARK PARK PVT. LTD.
1. To gather information on present environmental conditions and relevant national environmental guidelines and EIA procedures.
Scoping
Assessment of significant impacts.
Description of residual impacts.
Description of mitigating, all significant/ residual impacts
Development of monitoring plans.
To inform all relevant and involved authorities through public hearing regarding the impact of the project on the environment and the proposed mitigation measures
1.10.2 Scope of work
The report represents Environmental Impact Assessment & Management Plan of the proposed Textile Park and Common Effluent Treatment Plant at Village: Kareli, Taluka: Palsana, Surat. The aim of the study is to establish the existing environmental conditions, predict impacts due to proposed developments and associated facilities and formulate the Environmental Management Plan (EMP) to mitigate the impact and develop a Post Environment Monitoring Program.
As per the requirements stated in the Environmental Impact Assessment Notification 2006 and its subsequent amendments, Environmental Impact Assessment (EIA) study has been undertaken to assess the environmental impacts of the proposed project and to develop a site specific Environmental Management Plan and Risk Mitigation measures. Subsequently, baseline environmental studies have been conducted during the summer season as per the TOR issued by SEAC, Gujarat.
The EIA report has been prepared as per the TOR issued by SEAC, Gujarat vide letter no. EIA-10-2014-2151-E-1037 dated 29th May 2015. The copy of terms of reference is attached as Annexure 11. The detailed terms of reference and corresponding compliances are mentioned below:
DETOX CORPORATION PVT. LTD. 18 JULY-2015
KEJRIWAL INTEGRATED TEXTILE DRAFT EIA REPORT FOR TEXTILE PARK PARK PVT. LTD.
Table 1-5: TOR Compliances
SR. TOR Points Scope No
1 NA permission letter for proposed site. Refer annexure 2, page no. A-18. 2 Land Possession Documents of the proposed site.
3 Project site specific details such as distance of the Refer Chapter 1, Table 1-3, project site from the nearest (1) Village (2) Water Body: page no 15. Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary / Reserve Forest shall be included. Give satellite image of 10 KM radius from the boundary of project premises.
4 Present land use pattern of the study area as well as the Refer Chapter 3, Section project area shall be given based on satellite imagery. 3.6 Figure 3-4 & Table 3-4 , page no. 68 & 70 respectively.
5 Layout plan of the Textile Park. Provision of separate Refer Annexure 1, page entry, exit and continuous unobstructed open path no. A-1. within the project area for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the layout.
6 Exact scope of the project should be given in detail. Refer Chapter 1, Section Need for the proposed CETP shall be justified in detail. 1.2, page no. 10.
7 Assessment of source of the water supply with adequacy Permission letter from the of the same to meet with the requirements for the CGWA for extraction of the Textile Park. Permission from the CGWA for extraction of ground water is attached the ground water. Details of proposed ground water as Annexure 3, page no. A- recharge scheme should also be submitted 129.
8 Characteristics of untreated and treated wastewater. A Refer Chapter 2, Table 2-3, detailed effluent treat ability study vis-à-vis the page no.35. adequacy and efficacy of the treatment facilities
DETOX CORPORATION PVT. LTD. 19 JULY-2015
KEJRIWAL INTEGRATED TEXTILE DRAFT EIA REPORT FOR TEXTILE PARK PARK PVT. LTD.
proposed for the wastewater to be generated along with adequacy and efficacy report. The characteristic on which treatability is based shall also be stated.
9 Explore use of Best Available Technology (BAT) Refer Chapter 2, Section incorporating latest features for the proposed CETP 2.5, page no.43. instead of providing conventional treatment units.
10 Details of the CETP units including its capacity, size of Refer Chapter 2, Table 2-4, each unit, retention time and other technical parameters page no.39.
11 Techno-feasibility & adequacy for reuse / recycle of Refer Chapter 2, Figure treated effluent by member units. Justifications of the 2-3, page no. 48. economic viability of the treated effluent reuse / recycle. Refer Chapter 2, Section Details of the scheme for total recycle reuse of the 2.11.3, page no.48. treated effluent. Details regarding the percentage of waste water to be reused / recycled by each member units.
12 Application wise break-up of treated effluent quantity to Refer Chapter 2, Figure be recycled / reused in various applications and green 2-3, page no.48. belt development etc. Refer Chapter 5, Section Details about availability of sufficient open land and 5.4.2, page no.92. suitability for utilizing treated effluent for plantation / gardening. How it will be ensured that treated effluent won't flow outside the premises linked with storm water during high rainy days.
13 Detailed layout of effluent conveyance pipeline within Refer Annexure 1, page the Textile Park along with distances and all technical no. A-1. specifications, line diagram and total capacity of the pipeline to convey effluent. Details of pumping stations, pumping capacity in each pumping station etc if any shall also be furnished.
14 List of the CETP members, their production capacity, The member units of and effluent reuse / recycle capacity, effluent generation Textile park will be the capacity, effluent characteristics and effluent quantity. members of CETP. The
DETOX CORPORATION PVT. LTD. 20 JULY-2015
KEJRIWAL INTEGRATED TEXTILE DRAFT EIA REPORT FOR TEXTILE PARK PARK PVT. LTD.
Whether any future projections are envisaged for production capacity is finalization of the CETP capacity and conveyance given in Chapter 2, Section pipeline. 2.1, Table 2-1 Page no 31.
Refer chapter 2, section 2.11.2 & 2.11.3, Page no. 47 & 48 respectively. Figure 2-3, page no 48 for effluent reuse/ recycle & effluent generation capacity.
Refer Chapter 2, Table 2-3, page no. 35 for effluent characteristics and quality.
15 Undertaking that no dying and printing unit or process Refer annexure 4, page no. house shall be permitted as a member of the proposed A-131. CETP.
16 Details about the proposed inlet norms of the CETP. Refer Chapter 2, Table 2-3, Give details of the mandatory treatment, if any required Page no.35 for inlet norms. by the member units to achieve the inlet norms by the Refer Chapter 2, Section each unit. 2.5 & 2.6, page no.43.
17 Specific monitoring plan to ascertain that all the CETP Refer Chapter 2, Section member units send their effluent [contracted quantity] 2.8, page no 45. to the CETP and the effluent does not in any way find its way to other sources i.e. measures to eliminate by passing of the effluent.
18 Details of the pipeline maintenance program to avoid Refer Chapter 2, Section choking / overflow / leakage of the effluent conveyance 2.9, page no.46. pipeline and means to avoid the same.
19 Provision of flow meter at the outlet of the CETP; checks Refer Chapter 2, Section & balances to ensure that discharge quality and quantity 2.8, page no. 45. never exceeds the prescribed limit.
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20 Details of the monitoring plan of the member units to Refer Chapter 2, Section ensure compliance with the inlet norms of the CETP as 2.8, page no 45. well as to avoid shock loading in the system.
21 Justification / capacity of the project keeping in view the The design of capacity has future effluent load from the additional member units. been done keeping in view the maximum load. There will be no increase in the capacity of effluent load in future.
22 Details of CETP management and maintenance of the Refer Chapter 2, Section CETP during operation phase including infrastructure, 2.10, page no 46. model of management, role of each stake holder, CETP effluent quality monitoring scheme etc.
23 Impact of the CETP installation and treated effluent Refer Chapter 4 for detail conveyance & disposal system on the environment impact study due to including the local hydrology, soil condition, floral and proposed project, page no. faunal bio-diversity of the region and the mitigation 81. measures proposed.
24 Surface water quality and ground water quality in the Refer Chapter 3, Section study area. 3.3.5, Table 3-7 & Section 3.3.6, Table 3-8 page no 60 & 61 respectively.
25 Geological features and geo-hydrological status of the Refer annexure 8, page no. study area. A-208.
26 Details of emergency storage of effluent in the CETP for Refer Chapter 5, Section the monsoon season. 5.4.2, page no.92.
27 Details of R&D to be initiated by the CETP management Basic R&D has been for effective and viable treatment of the effluent initiated by collecting the received. effluent of similar type of industries. Refer Chapter 2, Section 2.4, Page no. 34
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28 Details of total power load required for the CETP as well Refer Chapter 2, Section as details of dedicated power back up / D.G.Sets to be 2.12, page no. 48. provided to take care of power requirements during power supply failure, to ensure that treatment units operate uninterrupted
29 CETP management manual covering various Refer Chapter 2, Section management aspects during the effluent collection, 2.8, page no. 45. transportation, treatment and disposal aspects for best management practices. The member units shall abide by various clauses in this regard to check problems during the collection, transportation, treatment and reuse / recycle / disposal of the effluent.
30 CETP management manual covering various Same as point 29. management aspects during the effluent collection, transportation, treatment and disposal aspects for best management practices. The member units shall abide by various clauses in this regard to check problems during the collection, transportation, treatment and reuse / recycle / disposal of the effluent.
31 One season Site-specific micro-meteorological data Refer Chapter 3, Section using temperature, relative humidity, hourly wind speed 3.1, Table 3-1, page no. and direction and rainfall should be incorporated. 51.
32 Anticipated environmental impacts due to the proposed Refer Chapter 4 for detail project/production may be evaluated for significance impact study due to and based on corresponding likely impacts VECs (Valued proposed project, page no. Environmental Components) may be identified. 81.
Baseline studies may be conducted within the study area of 5 km for all the concerned/identified VECs and likely
impacts will have to be assessed for their magnitude in Refer Chapter 3 for order to identify mitigation measures. baseline study, page no. 51.
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33 One complete season base line ambient air quality data Refer Chapter 3, Section (except monsoon) to be given along with the dates of 3.1 & 3.2, page no. 51. monitoring. The parameters to be covered shall be in
accordance with the revised National Ambient Air Quality
Standards as well as project specific parameters. Locations of the monitoring stations should be so decided so as to take into consideration the pre- dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.
34 Modeling indicating the likely impact on ambient air Refer Chapter 3, Section quality due to proposed activities. The details of model 3.1, Figure 3-1 & Figure used and input parameters used for modeling should be 3-2, page no. 51 to 53. provided. The air quality contours may be shown on
location map clearly indicating the location of sensitive Refer Chapter 4, Section receptors, if any, and the habitation. The wind rose 4.1.2, page no. 81. showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modeling should be superimposed on satellite image/ geographical area map.
35 Quantity of fuel required, its source and transportation. Refer Chapter 2, Section Fuel analysis to be provided (sulphur, ash content and 2.16, page no 50. heavy metals including Pb, Cr, As and Hg). A confirmed fuel linkage should be provided.
36 Specific details of (i) Details of the utilities required (ii) Refer Chapter 2, Section Flue gas emission rate from each utility (iii) Air Pollution 2.17, page no 50. Control Measures proposed to each of the utility along Refer Chapter 5, Section with its adequacy. 5.2, page no. 90.
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37 Impact of the project on local infrastructure of the area Refer Chapter 4, Section such as on road network due to transportation of fuel, 4.1.2, page no. 81. ash etc. Whether any additional infrastructure would need to be constructed and the agency responsible for the same with time frame.
38 Details of flora and fauna duly authenticated should be Refer Chapter 3, Section provided. In case of any scheduled fauna, conservation 3.7, page no. 70. plan should be provided.
39 Details of management of the hazardous wastes to be Refer Chapter 5, Section generated from the project stating detail of storage area 5.6, page no. 93. for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.
40 Copy of membership certificate of Common Hazardous waste is Environmental Infrastructure like TSDF, if any taken, proposed to be disposed at should be incorporated. SEPPL, (Saurashtra Enviro Projects Private Limited, Kutch). Procedure for obtaining TSDF membership certificate has been initiated.
41 Details of measures proposed for the noise pollution Refer Chapter 6, Section abatement and its monitoring. Provisions to provide ear 6.3, page no. 102. For plugs / ear muffs to workers and to ensure its usage in Environment Monitoring high noise areas. Measures to ensure that the noise Plan. from the looms remains less than 80 dB(A). Undertaking Refer Annexure 4 for to carry out Audiography of workers working near the undertaking, page no. A- looms, at least once in a year. 131.
Refer Chapter 5, Section 5.7, Page No. 94 for detailed EMP of noise.
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42 A detailed EMP including the protection and mitigation Refer Chapter 5 for detail measures for impact on human health and environment EMP, Page no. 90. as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.
43 Occupational health impacts on the workers and Refer Annexure 6 for detail mitigation measures proposed to avoid the human risk assessment report, health hazards along with the personal protective Page no. A-139. equipment to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work zone ambient air quality monitoring plan as per Gujarat Factories Rules.
44 Risk assessment including prediction of the worst-case Refer Annexure 6 for detail scenario and maximum credible accident scenario risk assessment report, related to fire and explosion issues due to storage and Page no. A-139. use of fuel should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point in time. The risk contours should be plotted on the plant layout map clearly showing which of the activities would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off- Site emergency plan should be provided
45 Measures to guard against fire hazards including details Refer Annexure 6 for detail of automatic fire detection and control system & detailed risk assessment report, fire control plan showing hydrant pipeline network, Page no. A-139.
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provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc. should also be provided.
46 Provision to ensure sufficient water storage all the time Refer Chapter 2, Section for use during emergency situation. 2.11.2, Page no. 47.
47 Submit checklist in the form of Do’s & Don’ts of Refer Chapter 5, Section preventive maintenance, strengthening of HSE, 5.9, Page No. 98. manufacturing utility staff for safety related measures.
48 Detailed five year greenbelt development program Refer Chapter 5, Section including annual budget, types & number of trees to be 5.8, Page No. 96. planted, area under green belt development [with map], budgetary outlay; along with commitment of the management to carry out the tree plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.
49 Proposal for socio-economic development activities Refer Chapter 7 for including community welfare program most useful in the proposed Socio Economic project area for the overall improvement of the Activities, Page no. 104. environment. Submit a detailed plan for social corporate Refer Chapter 3, Section responsibilities, with appropriate budgetary provisions 3.8, Page no. 74. for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.
50 A tabular chart for the issues raised and addressed Will be submitted on during public hearing/consultation and commitment of completion of public the project proponent on the same should be provided. hearing. An action plan to address the issues raised during public hearing and the necessary allocation of funds for the same should be provided.
51 Plan for compliance of CETP guidelines issued by the The designing of CETP is CPCB. done in accordance with the standards & the norms laid by CPCB for discharge
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will be strictly followed. It is a zero discharge plant. Treated water will be utilized for gardening and plantation.
52 Whether any litigation pending and / or any direction / Not any litigation is order passed by any Court of Law against the company, pending. if so, details thereof.
53 Details of scheme for surface as well as roof top rain Refer Annexure 8, Page water harvesting and ground water recharge with proper no. A-208. scientific calculations considering rainfall in the region, Refer annexure 1 (Storm catchment area, land / soil characteristics, ground water water drainage network) recharge rate, duration of rain water harvesting etc. for location of recharge Details of provisions of pre-treatment of the rainwater in percolation well, Page no. the case of surface run off is to be harvested. Location A-8. of recharge percolation wells on the layout plan.
54 (a) Does the company have a well laid down Refer Chapter 5, Section Environment Policy approved by its Board of Directors? 5.10, Page No. 99. If so, it may be detailed in the EIA report (b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.
55 Disciplinary policy of CETP for member units. Refer Chapter 2, Section 2.7, Page No.44.
56 What is the hierarchical system or administrative order Refer Chapter 5, Section of the company to deal with the environmental issues 5.10, Page No. 99. and for ensuring compliance with the EC conditions? Details of this system may be given.
57 Does the company have a system of reporting of non Refer Chapter 5, Section compliances / violations of environmental norms to the 5.10, Page No. 99.
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Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism should be detailed in the EIA Report.
58 Certificate of accreditation issued by the NABET, QCI to Refer annexure 10, Page the environmental consultant should be incorporated in no. A-236. the EIA Report
59 A tabular chart with index for point-wise compliance of Refer Chapter 1, Table 1-5, above TORs. page no. 19.
1.10.3 Structure of EIA Report
This report is organized into eight sections:
Table 1-6: Structure of EIA Report
Sr. no. EIA structure Content
1 Introduction Purpose of the report
Identification of project & project proponent
Brief description of nature, size, location of the project and its importance to the country, region
Scope of the study – details of regulatory scoping carried out (As per Terms of Reference)
2 Project Description Depicts the details of the proposed project, auxiliary and supporting facilities. It includes technology and process description
3 Description of Baseline environmental conditions in the vicinity of the Environment project site. Data pertaining to the ambient air quality, surface and ground water quality, soil quality, land-use pattern, flora – fauna study and socioeconomic environment has been presented
4 Anticipated Predicted environmental impacts due to construction and environmental impacts operational phases of the proposed project. Air quality and mitigation measures modeling results and minimum required stack heights,
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Sr. no. EIA structure Content
water requirement - wastewater generation and solid and hazardous waste handling requirements have been discussed. In addition to this the likely residual impacts on the ecological and biological environment and socioeconomic aspects have been analyzed
5 Environment Various environmental management plans. Various Management Plan resources conservation and recycling opportunities has been discussed
6 Environment Monitoring Technical aspects of monitoring the effectiveness of Program mitigation measures (incl. frequency, location, data analysis, reporting schedules, detailed budget)
7 Project Benefits Improvements in the physical infrastructure
Improvements in the social infrastructure
Employment potential – skilled; semi-skilled and unskilled
Other tangible benefits
8 Disclosure of Consultant The names of the Consultants engaged with details of FAE/ EC and team members
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Chapter 2 Process Description
2 PROCESS DESCRIPTION
This chapter covers the details of manufacturing process involved in the project
2.1 PRODUCT DETAILS
Different entrepreneurs are proposed to set up different types of textile units in proposed Textile Park. Types and numbers of proposed member units and their annual production capacities at a standard working time are as given below:
Table 2-1: Detail of Proposed production capacity of different units
SR. NO TYPE OF UNIT NO. OF UNIT TOTAL PRODUCTION PER MONTH*
1 Texturising 7 6720 MT
2 Water Jet Weaving 17 89.40 Lac meters
6 Embroidery 9 11.1 Lac meters
Total 33
*the given production capacity is based on average denier size. Actual production may vary based on type of machine and denier size.
2.2 RAW MATERIAL DETAILS
Major raw material for the proposed project is as mentioned in Table 2-2.
Table 2-2: Raw material Details
Name of raw Quantity, MT/month Source Mode of material transport (road, rail, sea etc)
Partially Oriented 20 kgs of yarn per 225-230 meter of Local By truck Yarn/ Fully Drawn grey per Day (machine and average Yarn denier for it is around 70-75).
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Embroidery 2 MT Local By Trucks Threads 50 or 100 bobbins per cartoons
2.3 PROCESS DETAILS FOR TEXTILE UNITS
2.3.1 Weaving Preparatory & Weaving Process
The flow chart of manufacturing process is shown in Figure 2-1 - along with brief explanation.
Figure 2-1: Manufacturing Process
Weaving Preparatory & Weaving Process
Weaving process converts yarn into fabric therefore yarn is considered as raw material for weaving
Winding Process
Winding converts, yarns from smaller spinner’s bobbins to big cones in the form of soft and hard packages. Spinner’s bobbin contains 60 – 80 gm of yarn (3,000 – 5,000 m) which are
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converted in to larger yarn package known as cone containing approx. 1.25 to 1.5 Kg of yarn (1,00,000 -1,25,000 m). Soft cones are used for ‘yarn dyeing purpose’ where as hard cones are used as ‘weft for weaving’ and as ‘cones for direct warping’. Soft cones after dyeing are further converted in to big cones for dyed weft’ or ‘small cones (Length of cones depends up on the fabric order length) for sectional warping’. Winding process also removes objectionable yarn faults from yarn during winding.
Warping Process
The initial stage in producing woven fabric is to convert yarn from cones to warp beams. Warping provides even and parallel distribution of warp ends over the entire width of the warping beam. Direct warping and Sectional warping are two types of warping and widely used in industry. When several beams with same beam length are prepared and then all beams are unwound on the weavers beam is called as direct warping. This type of warping is more productive and commonly used for bulk production. Similarly when several sections are wound in a sequence which is parallel to each other on a drum and then all sections are unwound on the weavers beam is called as sectional warping. This type of warping is cost effective for short and striped warp and fancy pattern fabric.
Drawing-in Process
After warping process beams are sent to drawing in department to draw each warp ends in predetermined drawing sequence provided by the design department. Design sheet provides information which is required for drawing in like Draft, Denting Plan and Warp Pattern. In drawing in each ends are threaded through a drop pin, heald eye and the reed according to the plan. After completion of drawing in process drawn set goes to weaving and gaited on loom.
Weaving Process
Weaving is the process of interlacing two sets of yarns at right angles. The threads which lie along the length of the fabric are known as warp threads, while those which lie across the width are known as weft threads. The weaving or interlacing of warp and weft threads is accomplished with a machine known as loom.
Water jet Weaving
In water jet weaving machines the filling yarn is inserted pneumatically. It is carried through the shed by water flow supplied from a main nozzle and relay nozzles. This is fastest type of weaving enabling pick insertion of 3000 m/min
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In order to interlace warp and weft threads to produce a fabric on any type of loom, following operations are necessary.
Shedding: separating the warp threads into two layers to form a tunnel known as the shed.
Picking: passing the weft thread through the shed
Beating-up: pushing the newly inserted length of weft, into the already woven fabric at a point known as the fell
After all these operations took place, a weaving cycle is completed. Weaving cycles are repeated over and over again until the cloth reaches the desired length.
Fabric Inspection
After the production of fabric from loom, woven out fabric sent to inspection department for checking and grading. Mending is a tool for removing fabric defect manually; similarly fabric inspection is a tool for satisfying internal as well as external customer by mapping fabric defects in the fabric. External customer can benefit by getting the products as per the specification provided while internal customer benefit by knowing the reason for any down- gradation and can thus correct the same. There are many inspection practices and of them four point inspection practice has got wide acceptance and is followed globally by fabric and garment manufactures.
2.4 DETAILS OF CETP
From the proposed textile park mainly two types of effluent will be generated
1. Sewage from domestic activity 2. Effluent from water jet weaving machines
Though generated wastewater quantity is higher, but quality of effluent is innocent by nature as it contaminates only oil and sizing agent. It does not involve use of any hazardous chemicals or any toxic process. Characteristics of generated effluent shall be as mentioned in Table 2-3.
The sizing agent contains Polyvinyl Alcohol, Acrylic & lubricant Substance. These substances contribute towards oil and grease content. For treatment of such effluent, 2.5 MLD capacity’s Common Effluent Treatment Plant with recycling is proposed at KITPPL.
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Table 2-3: Anticipated characteristics of Treated & Untreated Waste Water
Sr. Parameters Units Untreated Treated waste water no. wastewater
1 Temperature 0 C Ambient Shall not exceed 5°C above the Temperature ambient temperature
2 pH pH unit 6.5 to 7.5 7.0 to 8.0
3 COD mg/L 500 < 60
4 BOD mg/L 200 < 5
5 TDS mg/L 250 100 - 500
6 TSS mg/L 100 < 5
7 Oil & Grease mg/L 60 BDL*
8 Colour -- Not Detected --
*BDL: Below Detectable limit
2.4.1 CETP PROCESS DESCRIPTION
The total effluent generated by the member units is collected through underground effluent conveying network and stored in the raw effluent collection sump. From there effluent shall be pumped to CETP.
Coarse bar screen shall be provided in raw effluent collection sump to separate the free floating impurities.
CETP shall consist of following steps as shown in Figure 2-2.
Physic-chemical Treatment
Biological Treatment
Tertiary Treatment
Sludge Dewatering
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Figure 2-2: Process flow diagram of treatment scheme for proposed CETP
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Physico Chemical treatment
From collection sump effluent is pumped to flash mixer for treatment with alum. From Flash mixer effluent is taken in to Flocculator where polyelectrolyte is added for the coagulation of flocculated mass. From Flocculator effluent is taken to primary lamella clarifier. Top floating oil and grease layer will be collected through separate overflow. At the bottom of tank heavier solids will get collected which will be drained periodically in sludge tank. Overflow from primary lamella clarifier will be taken to aeration tank for biological treatment.
Biological Treatment
Aeration tank shall do biological degradation of organic matter in the presence of oxygen and microorganism. Aeration tank will be designed based on Activated sludge process, where oxygen transfer and mixing will take place with the help of diffused aeration system. Air required for aeration will be supplied through Air blowers.
The removal of organic matter and nitrification of nitrogen requires large volume of tank. To optimize the volume of aeration tank, the bio-film carrier elements shall be added in aeration tank.
These bio-film carrier elements shall be suspended in the activated sludge mixed liquor in the aeration tank. These processes are intended to enhance the activated sludge process by providing a greater biomass concentration in the aeration tank. The microbes grow on the surface of media and increase in thickness by the subsequent microbes adhering on the previous film and once the thickness becomes weighty. The microbes film sloughs off the media and fresh microbes start developing. This is a cyclic process and to that extent, the degree of organic matter removal can be intermittently fluctuating.
These processes are intended to enhance the activated sludge process by providing a greater biomass concentration in the aeration tank and thus offer the potential to reduce the basin size requirements.
The diffused aeration system shall be provided to supply oxygen to bacteria and to keep the tank content in suspension. The biofilm carrier elements are suspended, thoroughly mixed and in continuous movement within a tank. With this technology it is possible to handle extremely high loading conditions without any problems of clogging.
Overflow from aeration will be taken to secondary settling tank for the separation of biomass from the treated waste water under gravity.
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The clarifier provided with inclined tube settler to increase the surface area and reduce the depth of settling. Tube setters capture the settle-able fine floc, when treated effluent passes up through tubes and allows the large floc to travel to the tank bottom in a more settable form. The clarifier water shall be collected in the troughs for further disinfection for coliform removal.
The sludge shall be drawn from the sludge blanket zone in the pockets. There shall be continuous withdrawal sludge through the pockets. It shall be collected in to sludge recirculation sump for recycling of sludge to MBBR and excess sludge shall be treated in sludge sump.
Clear overflow from the secondary settling Tank shall be collected in intermediate Storage tank for feeding effluent for tertiary treatment. Bottom concentrated biomass shall be partially recycled back to the aeration tank to maintain MLVSS level in aeration tank. Excess biomass shall be sent to sludge tank for sludge dewatering system.
Tertiary Treatment
Tertiary treatment shall consist of polishing treatment for removal of suspended solids and colour and odor by subjecting effluent through Chlorination, Disc media filter and ultra filtration. The disc media filters are required to carry back wash at least once in a day. Back wash water shall be recycled back in to raw effluent collection sump.
The UF system shall be provided with pressurized or vacuum UF membrane for each stage. After passing through the membranes the product water called permeate from all the vessels shall be piped to the treated water sump.
Tertiary Treated water from treated water sump shall be recycled to member units.
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Sludge dewatering
Sludge from primary clarifier and secondary clarifier shall be collected in to sludge sump and from there sludge shall be pumped to filter press for sludge dewatering. Filtrate shall be taken to effluent treatment plant. Sludge cake shall be packed in bags and shall be stored in hazardous waste storage area for disposal and treatment.
Table 2-4: Details of CETP units
Data sheet for 2.5 MLD ETP for Kejriwal Integrated Textile Park
Sr.No. Description Specifications
1 Collection sump
Capacity 3000 m3/day
dimension 5 m dia x 1.5 m SWD
2 Effluent transfer Pump
Centrifugal, Self Priming, Centrifugal Type pump Capacity 65 m3/hr x 1.5 Kg / cm2
Numbers of pumps 3 nos. (2W + 1S)
Motor 7.5 HP
MOC All parts in CI
3 Flash Mixer
Number 2 nos.
Dimension 1.5 m x 1.5 m x 1.2 m LD
HRT 120 second
MOC RCC
Agitator for Flash Mixer
Type Pitched Blade Type
MOC SS 304
4 Flocculator
Size 2.3 m x 2.3 m x 2 m LD
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HRT 10 min
MOC RCC
Agitator for Flocculation Tank Type Agitator
MOC MS with Epoxy painting
5 Primary Lamella Clarifier
Nos. of unit 2 nos.
Size 5 m x 5 m x 2.5 m st height
Surface loading rate 2.5 m³/m² /hr
MOC RCC
Media for Primary Lamella Suitable height of media Clarifier Media: PVC Tube setter
6 MBBR
Nos. of unit 2 nos.
Type : Rectangular Tank
Size 12.5 m x 6 m x 5 m SWD
Free Board: 0.5 M
MOC RCC
Media for MBBR
Inlet BOD : 120 mg /l
Flow: 2500 m3/d
Organic load: 300 kg/day
Organic loading rate: 2.5 kg BOD /m3 of Media
media volume reuired : 75 m3 PP media/ tank
MOC : PVC/PP
Specific gravity : 0.92 - 0.98 gms/cc
Reference diameter : @ 20 mm
Length : @ 20 mm
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7 Diffused Aeration System
Retractable type diffused Aeration Type: System Diffuser Size: 63 x 2000 mm
MOC: synthetic with PVC Support tube
Air Blower for Aeration
Nos. of blower 3 nos. (2w + 1S)
Type: Twin lobe type air blower
Capacity: 500 m3/hr, Head: 6000 mmwcg
MOC: CI
Base Frame, suction silencer, suction Accessories: air filter, NRV, V-Belt, PRV
8 Bio Sludge Circulation pump
Nos. of pumps 3 nos. (2w + 1S)
Type: Centrifugal, self priming, monoblock
Capacity: 35 m3/hr, 10 MLC
MOC: CI
Accessories: Base Frame, Coupling
9 Secondary Lamella Clarifier
Nos. of unit 2 nos.
Size 6 m x 6 m x 2.5 m st.height.
Surface loading rate: 2 m³/m² /hr
HRT: > 90 min
Area : 36 m2
Media for Secondary Lamella Suitable height of media Clarifier Media: PVC Tube setter
Intermediate collection 10 sump
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Type : Rectangular Tank
HRT 30 min
Size: 5 m x 5 m x 3 m SWD + 0.3 m FB
11 Sodium Hypo Chloride
Capacity: 500 Liters
MOC: HDPE
Diaphragm type, electronic pump, 10 Dosing Pump: LPH
Alum Solution Dosing 12 System Capacity: 500 Liters
Diaphragm type, electronic pump, 10 Dosing Pump: LPH
13 Sludge sump
Capacity of Tank 3 m x 3 m x 1.5 m
14 Filterpress
No of units 1 Nos (1w + 1s )
Total sludge flow 15 m3/day
Type Filter press
Polyelectrolyte Dosing 15 System Capacity: 500 Liters
Diaphragm type, electronic pump, 4 Dosing Pump: LPH MOC: Tank HDPE
16 Disc media filter
Capacity: 3000 M3/day
No of filters 4 nos (3 w + 1 S)
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2.5 BEST AVAILABLE TECHNOLOGY (BAT)
Considering the inlet parameters Kejriwal Integrated Textile Park has proposed to install 2.5 MLD capacities CETP incorporating MBBR technique. Followings are the latest features incorporated in CETP which justifies the use of Best available Technology.
Wastewater mainly contains oil and grease, for removal of same we have selected lamella clarifier in primary settling tank. Top floating oil and grease layer will be collected through separate overflow.
Overflow from primary lamella clarifier will be taken to aeration tank for biological treatment. Conventional treatment system takes much more space for removal of organic matter. So we have selected MBBR (Moving Bed Bio Reactor) which involves the use of bio-film carrier elements (PVC material) which provides higher surface area. This media provides greater biomass concentration in lesser area.
The diffused aeration system shall be provided rather than conventional surface aeration. This supply oxygen to bacteria and to keep the tank content in suspension, thoroughly mixed and in continuous movement within a tank. With this technology it is possible to handle extremely high loading conditions without any problems of clogging.
The secondary clarifier is provided with inclined tube settler to increase the surface area and reduce the depth of settling. Tube setters capture the settle-able fine floc, when treated effluent passes up through tubes and allows the large floc to travel to the tank bottom in a more settable form.
Disc Media filter is provided for removal of TSS as in tertiary treatment instead of Conventional Pressure Sand filters. These sand filters typically averaged approximately 60% removal of TSS, while by using Disc filter one can achieve 80% to 90% removal of TSS. Additionally, the backwash volumes have been reduced significantly and filtration system maintenance has dropped to a minimum.
2.6 COLLECTION SYSTEM & MONITORING
No pretreatment shall be given by the member units. The waste water generated from member units will consist of oil and grease which shall be treated in proposed CETP. The total effluent generated by the each member units of KITPPL is collected through underground effluent conveying network and stored in the raw effluent collection sump.
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From there effluent shall be pumped to CETP. Effluent collection lay out is shown in annexure 1.
Effluent from individual units of KITPPL will be collected into one collection sump. The principal concern in terms of discharge from individual industries is the flow and pH. Hence, there will be installation of closed and protected flow & pH meter instruments at the inlet as well as outlet of each line terminating into the sump to provide real-time measurement of flow and pH from each unit. Each pumping line from member industries shall also be fitted with an automatic control valve. There will be installation of flow meter at the recycled network line also, so as to maintain the record of utilization of treated effluent.
This measurement will be relayed to the CETP office through a sophisticated system of Programmable Logic Controller and GSM-based SCADA. The system shall be programmed to provide trending data to CETP office in terms of flow and pH throughout the day and over the month from each member unit.
2.7 EFFLUENT MANAGEMENT
The total water requirement will be satisfied through ground water as well as treated effluent recycling. The promoter has already planned to provide Common Effluent Treatment Plant for treatment of effluent generated from member units, and STP of 100 m3/day capacity which will treat domestic sewage and utility effluent.
M/s Kejriwal Integrated Textile Park has decided following specific monitoring plan for each and every CETP members to eliminate by passing of effluent.
Initial Agreement should be made with every member units that they have to compulsory utilized common facilities.
There will be installation of flow meter at the inlet as well as outlet of Combined effluent treatment plant so as to maintain the records of wastewater generation. There will be installation of flow meter at the recycled network line also, so as to maintain the record of utilization of treated effluent.
Central vigilance team by the park shall be deputed to facilitate member units and ensure CETP to be utilized effectively.
Common Drain should be laid for dominate of industrial effluent so there should not be any other mode of discharge.
The detailed record of fresh water withdrawal and effluent generation will be maintained on regular basis with respect to flow and characteristics.
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Enough care will be taken to prevent any leakages / accidental spillages from CETP units in order to avoid any ground water resource contamination.
The performance of CETP will be continuously monitored and any deviation in performance will be subjected to corrective measures through root-cause analysis.
There will be provision of emergency storage tanks by the member units to store the effluent in case of any unprecedented circumstances in CETP operation.
As the anticipated generation of effluent from the park will be mainly water jet process, it will have less organic content..
The Developer will set up the sophisticated laboratory equipped with facilities for carrying out analysis of environmental related samples, i.e. water, wastewater (pH, TSS, TDS, COD, BOD), noise and hazardous wastes.
A system will be devised by the Developer for effective monitoring of effluent to be disposed off into conveyance system by member units
Well equipped laboratory will be installed at CETP location. Process parameters as well as treated waste water parameter analysis at regular interval as specified by process design consultant shall be done. We shall also keep the provision of the treated effluent sump having a minimum storage capacity of 4 hours and after verify the norms we shall further supply to member units. If not same shall be again treated to respective process unit.
2.8 CETP EFFLUENT QUALITY MONITORING SCHEME
KITPPL will monitor the performance of the CETP through its technical staff, who are competent in this field and provide feedback to the office bearers of the company to ensure that the conditions of the “Consent to Operate” are being fulfilled and to promote ‘continual improvement’ of environmental performance.
• Flow meter and pH meter will be installed on outlet pipe from each member, and a PLC-SCADA based system will ensure that flow and pH from each unit is within permitted range • Flow meter will be installed at inlet and outlet of CETP and also at the outlet point of each member unit. Each member unit shall be charged based on the utilized CETP facility or minimum quantity signed by them. • An effluent quality-monitoring programme will be established by KITPPL, which includes location of monitoring, frequency of monitoring, and specification of parameters to be monitored in line with Central Pollution Control Board (CPCB)
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guidelines [REF. “GUIDELINES FOR MANAGEMENT, OPERATION AND MAINTENANCE OF COMMON EFFLUENT TREATMENT PLANTS”, PROBES/81/2001-2002]. • Grab sampling and analysis of effluent from member units will be done once in a week for parameters such as SS, COD, oil & grease and TDS. • The actual physico-chemical and biological analysis will be done through external approved laboratory. • KITPPL will organize bi-annual performance audit of CETP through a third party. Audit results will be used as basis for CETP performance improvement.
• In absence of any textile processing, garmenting and washing units in the park, no shock loading on CETP has been anticipated.
• A detailed manual shall be made a part of contract with the member units with methodology for effluent collection, transportation, treatment & disposal aspects.
• An agreement shall be made with individual member unit to send their effluent compulsory to CETP.
2.9 PIPELINES MAINTENANCE PROGRAM
Gravity pipeline will be installed to collect waste water. Also we have proposed to install man hole for inspection. Maximum distance between 2 man hole will not be more than 30 m. Also manhole shall be provided at each junction in order to remove choking.
Gravity pipeline will be installed with provision of self cleaning velocity. The velocity for same shall be maintained at 0.3 – 0.6 m/s. detailed layout is attached as annexure 1.
2.10 CETP MANAGEMENT
We shall depute professional agency to operate the CETP. KITPPL shall formulate the society along with member units. This society will monitor the CETP operated by professional agency.
2.11 WATER DETAILS FOR PROPOSED PROJECT
2.11.1 Water Source & its Assessment for Availability
Fresh water will be source from ground water or canal water.
Raw water characteristic report for groundwater is as indicated in Table 2-5.
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Table 2-5: Raw water Characteristics – Ground water
Parameter Units Result Value
Electrical conductivity µmho 1614
pH PH unit 7.7
Nitrate (NO3) mg/l 3.25 Phosphorus as phosphate mg/l 0.02
Turbidity NTU 2
Nickel mg/l 0.049
Oil & Grease mg/l BDL
Hardness as Ca CO3 mg/l 260 Alkalinity mg/l 474
Chlorides (Cl) mg/l 189
Sulphate (SO4) mg/l 69.6 COD mg/l 20
Fluoride mg/l BDL
Zinc mg/l BDL
TDS mg/l 689
TSS mg/l BDL
BOD (5 days) mg/l BDL
Total Kjeldhal Nitrogen 1.8
BDL: Below Detectable limit TDS : 4.0 mg/l Oil & Grease: 1.0 mg/l Flouride: 0.05 mg/L Nickel : 0.03 mg/l Nitrate : 0.1 mg/l Cobalt : 0.06 mg/l B.O.D : 2.0 mg/l Chloride : 1.0mg/l Phosphate : 0.02 mg/l Zinc : 0.01 mg/l C.O.D. : 2.0 mg/l
2.11.2 Water Consumption
The water demand for the Park includes all forms of water use such as water required for production units, greenbelt development, water required for workers & Domestic use. In addition, the Park would also require adequate provision of water for fire fighting. The fresh water requirement for process purpose will be very minimal in comparison of the total water requirement. The water balance diagram for proposed project is as mentioned in Figure 2-3.
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Figure 2-3: Water balance Diagram
2.11.3 Waste Water Generation
The total waste water generation from the proposed project would be 2500 m3/day and same will be treated in CETP and treated waste water will be recycled back to the member units for reuse and used in Gardening purpose. 90 m3/day of sewage will be treated in STP.
2.12 POWER SUPPLY REQUIREMENTS & UTILITY SERVICES
2.12.1 Electric Supply
The electrical load demand for entire Textile Park is estimated at 6 MW considering 0.8 diversity factor and source will be Dakshin Gujarat Vij Company Ltd. (DGVCL).
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Table 2-6: Electricity allocation
Quantum for Source of Power Proposed project
SEB /Grid 6 MW
DG Sets (Stand By) 125 KvA (1 No)
2.12.2 Generator Room:
DG set of 125 KVA capacity will be installed to cater power requirement for emergency services like street light, fire fighting pump etc. in case of power failure. Acoustic enclosures meet of all these DG set. The sound level 70 to 75 dB (A) at 1 meter distance by using insulating material meeting IS 8183 specifications.
2.13 STACKS DETAILS FOR PROPOSED PROJECT
There is no major emission envisaged from proposed textile park. Stack would be only attached to DG set, which will be occasionally operative in case of DGVCL power failure for running emergency utilities. DG set stack details is as indicated in Table 2-7.
Table 2-7: Stack Detail
Stack Stack Stack height, m Diameter, m attached to
DG set of 125 7 0.5 KVA Capacity
2.14 SOLID WASTE GENERATION
Mainly municipal solid waste will be generated. Same shall be disposed off by Surat Municipal Corporation (SMC). Further, minor quantity of yarn waste shall be generated, which would be sold to approved recyclers.
2.15 HAZARDOUS WASTE GENERATION
ETP sludge will be only hazardous waste generated from proposed textile park, which will be sent to the TSDF site. Proposed generated quantity is 0.2 MT/day.
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2.16 FUEL REQUIREMENT
Fuel in terms of HSD (high Speed Diesel) is only required to operate stand by D.G set in case of power failure. To run 125 KVA DG set for 1 hour estimated quantity of HSD is 25 litters. Source will be local market. To mitigate adequate quantity of HSD in case of power failure, it is proposed to install the storage tank of approx. 500 liters. All safety parameters will be followed.
2.17 DETAILS OF UTILITIES REQUIREMENT
2.17.1 RO system
Textile Park proposed to install RO plant of capacity 2800 m3/day to fulfill the requirement of process water and drinking purpose.
2.17.2 Common Effluent Treatment Plant (CETP)
Refer Chapter 2, section 2.4 Page no. 34
2.17.3 DG Set
Refer Chapter 2, section 2.12.2. Page no.49
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Chapter 3 Baseline Environment
3 BASELINE STUDY
This chapter comprises of the present environment scenario with respect to ambient air, water, soil, noise, socio economic data, geo-hydro, flora- fauna and land use/ land cover of the project site and the surrounding villages/ area in 10 Km radius.
The parameters corresponding to air, water, soil and noise, geo-hydro, land use and bio ecology are individually discussed in the upcoming sections.
3.1 METEOROLOGY STUDY
Online meteorology station was set at the project site and accordingly wind rose was prepared to determine the predominant wind direction
The meteorology parameters studied at the project site are as below:
Table 3-1: Meteorology Data
Parameters Min-Max observed
Wind speed 0 m/s – 12 m/s
Predominant Wind direction South West to North East
Temperature 20 °C – 41 °C
Relative humidity 10 % – 98 %
Wind rose for the study area was prepared for study period of summer season (1st March to 31st May) and predominant wind direction observed was South West to North East as shown in Figure 3-1. The dominant stability class was calculated based on the mixing height using ISC- ST3 air modeling software & was found to be as shown in Figure 3-2.
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Figure 3-1: Wind Rose Diagram
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Figure 3-2: Wind Class and Stability Class Frequency Distribution
3.2 AMBIENT AIR QUALITY
3.2.1 Study period and area
The ambient air quality monitoring was carried out in 5 Km radius from the project site for one season (summer) as per the TOR issued by SEAC.
3.2.2 Details of Parameter monitored and analysis method adopted
The parameters were selected based on the TOR issued by SEAC. The list of parameters monitored with the analysis method is as mentioned below:
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Table 3-2: Analysis methods
Parameter Frequency of Analysis method Detection Instrument Details monitoring limit
3 PM10 Twice in week for IS – 5182 (Part – 23): 2006 1.0 µg/m PM10 & PM2.5 Sampler 24 hours / Weigh Balance
3 PM2.5 Twice in week for USEPA Quality Assurance 8.0 µg/m PM10 & PM2.5 sampler/ 24 hours Handbook , Vol. II, Part – II, Weigh Balance Quality Assurance Guidance Document 2.12,
3 SOx Twice in week for IS – 5182 (Part – 2) : RA 1.6 µg/m PM10 & PM2.5 Sampler 24 hours / Spectrophotometer
3 NOx Twice in week for IS – 5182 (Part – VI) : 2006 5.5 µg/m PM10 & PM2.5 Sampler 24 hours / Spectrophotometer
3.2.3 Air Monitoring Locations
Total 4 monitoring locations were considered for the study of ambient air quality in the study area. The locations were selected based on the TOR issued by SEAC. Two downwind and one upwind direction were selected for air quality monitoring.
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Figure 3-3: Air Monitoring Locations on site map of study area
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The details of monitoring locations are as mentioned in the table below
Table 3-3: Air Monitoring Location
Sampling Code Distance w. Directio Justificati Latitude Longitude Station r. t centre of n w. r. t on as per project site project wind (km) site regime Project site AQ1 0 - Down wind 21° 8'42.53"N 73° 2'4.17"E
Kareli AQ2 0.53 SE Cross wind 21° 8'30.33"N 73° 1'51.60"E
Dastan AQ3 0.99 NW Upwind 21° 9'15.89"N 73° 1'42.00"E
Mota AQ4 1.62 EN Downwind 21° 9'2.14"N 73° 2'51.16"E
3.2.4 Baseline Data
The observed 24-hour Minimum, Maximum and average concentrations of PM10, PM2.5 SO2 &
NOx have been presented in table below.
Table 3-4: Concentration of various pollutants
Parameters Observed SAMPLING LOCATIONS CPCB values, µg/m3 Standards
AQ 1 AQ 2 AQ 3 AQ 4 24 hourly, µg/m3
PM10 Minimum 55 50 40 60 100 Maximum 80 70 75 85
Average 68 60 61 75
98 Percentile 80 69.54 74.08 85
PM2.5 Minimum 10 13 12 14 60 Maximum 20 30 25 35
Average 14 21 18 25
98 Percentile 19.5 29.5 24.1 35
SOx Minimum 1.74 5.21 1.74 3.47 80 Maximum 8.68 13.89 8.68 15.63
Average 5.35 9.77 4.92 9.84
98 Percentile 8.68 13.89 8.68 14.83
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NOx Minimum 9.12 7.40 6.84 9.12 80 Maximum 15.73 12.09 14.59 19.15
Average 12.48 9.61 10.19 14.76
98 Percentile 15.73 11.98 13.75 19.05
*BDL: Below Detectable Limit
PM10
Average Concentration of PM10 was found below the limits prescribed by CPCB, ranging between 60 µg/m3 to 75 µg/m3.
PM2.5
Average Concentration of PM2.5 was found below/equals the limits prescribed by CPCB ranging between 14 µg/m3 to 25 µg/m3.
SOx
Average Concentration ranged between 4.92 µg/m3 to 9.84 µg/m3 & is well below the CPCB limits.
NOx
Average Concentration ranged between 9.61 µg/m3 to 14.76 µg/m3 and is well below the CPCB limits.
3.3 WATER ENVIRONMENT
3.3.1 Baseline study
Total three nos. of sample for ground water and one surface water samples were collected to evaluate the water quality around 5 Km radius from the project site.
3.3.2 Study period and sampling frequency
The water samples were collected once in the study period during summer season as per the TOR issued by SEAC.
3.3.3 Details of Parameter monitored and analysis method adopted
The analysis method followed for measuring different parameters to evaluate water quality is given in the table below:
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Table 3-5: Analysis method for water parameters
Sr Parameter Units Applicable standard method of Detection No. analysis limit
1 Electrical Umho/cm IS – 3025 (Part –14) -1984 1 conductivity (1st Revision) (Reaffirmed - 1996)
2 pH -- Standard Methods – APHA 22nd Ed. 1 4500 pH. 4-91. IS – 3025 (Part –11) - 1983 (First Revision) (Reaffirmed - 2002)
3 Nitrite (NO2) mg/l IS- 3025 ( Part – 34 – 4 ) 0.1
4 Nitrate (NO3) mg/l IS – 3025( Part – 34) 1988 0.1
Chromo tropic Acid method
5 Phosphorus as mg/l Standard Methods – APHA 22nd Ed. 0.02 phosphate 4500 P .D.4- 154.
6 Potassium mg/l Standard Methods – APHA 22ND ED 2 3500 – K 21st Ed B. 3 -87.
7 Calcium (Ca) mg/l Standard Methods – APHA 22nd Ed 2.0 3500 Ca – B. 3 – 67.
8 Magnesium (Mg) mg/l Standard Methods – APHA 22nd Ed 2.0 3500 – Mg - B. 3 – 84 Calculation Method
9 Carbonate (CO3) mg/l IS – 3025 (Part –51) -2001- 5 Calculation Method
10 Bicarbonates (HCO3) mg/l IS – 3025 (Part –51) -2001- 5 Calculation Method
nd 11 Hardness as CaCO3 mg/l Standard Methods – APHA 22 Ed. 2 2340 C. 2- 44
12 Alkalinity mg/l IS – 3025 (Part –23) -1986 5 (1st Revision) (Reaffirmed - 1998)
13 Chlorides (Cl) mg/l Standard Methods – APHA 22nd Ed. 1 4500 Cl. B. 4 –72. IS – 3025 (Part –
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Sr Parameter Units Applicable standard method of Detection No. analysis limit 32) -1988 (Reaffirmed - 1999)
nd 14 Sulphate (SO4) mg/l Standard Methods – APHA 22 Ed 2 4500 E. 4- 190
15 COD mg/l Standard Methods – APHA 22nd Ed. 2 5220. B. 5- 19
Open Reflux Method
ND 16 Silica (SiO2) mg/l Standard Methods – APHA 22 ED. 0.12 4500-D.4-169
17 Fluoride mg/l APHA 22ND ED, 4500-F-, D, 4-87 0.05 SPADNS Method.
18 Boron mg/l Standard Method: APHA 22ND ED 0.01 4500 B., Pg no: 4-25.
19 TDS mg/l Standard Methods – APHA 22nd Ed. 4 2540 C. 2- 65 IS – 3025 (Part – 16) -1984 (1st Revision) (Reaffirmed -1996)
20 BOD (5 days) mg/l IS – 3025 (Part –44) -1993 4.0 (1st Revision)(Reaffirmed -1999) BOD 3- days at 27 C.
21 Sodium mg/l Standard Methods – APHA 22nd ED 2.0 3500 - Na . B. 3 -97.
22 TON mg/l Standard Methods – APHA 22nd Ed. -- 4500 – NH3 B & C. 4 – 131
23 Sodium absorption mg/l Calculative Method - ration
24 Total coliforms, MPN/100 APHA & AWWA 21st edition - ml
3.3.4 Water Sampling Locations
Water sampling locations for ground and surface water samples are as mentioned in Table 3-6.
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Table 3-6: Water Monitoring Locations
Monitoring Station Source of Distance from Location code water site (km)
GROUND WATER
Project site GW 1 Bore well -
Kareli GW 2 Bore well 0.5
Dastan GW 3 Bore well 1
SURFACE WATER
Project site SW 1 Canal -
3.3.5 Ground Water Quality
The baseline ground water quality observed during the study period at the above locations is as mentioned in Table 3-7.
Table 3-7: Ground water quality
Sr Parameter Units GW 1 GW 2 GW 3 Limit as per IS:10500:2012 No. for drinking water Desirable Permissible limit limit 1 Electrical µs/cm 2600.0 1900.0 2200.0 NS NS conductivity 2 pH Ph 7.95 8.07 7.75 6.5-8.5 No relax unit
3 Nitrite (NO2) mg/l ND ND ND NS NS
4 Nitrate (NO3) mg/l 15.6 11.7 11.5 45 No relax
5 Phosphorus as mg/l 0.15 0.69 ND NS NS phosphate 6 Potassium mg/l ND ND 5.3 NS NS
7 Calcium (Ca) mg/l 20.04 31.26 49.69 75 200
8 Magnesium Mg) mg/l 24.3 27.22 37.91 30 100
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Sr Parameter Units GW 1 GW 2 GW 3 Limit as per IS:10500:2012 No. for drinking water Desirable Permissible limit limit
9 Carbonate (CO3) mg/l 100.0 80.0 56.0 NS NS
10 Bicarbonates mg/l 390.0 284.0 332.0 NS NS
(HCO3) 11 Hardness mg/l 150.0 190.0 280.0 300 600
12 Alkalinity mg/l 490.0 364.0 388.0 200 600
13 Chlorides (Cl) mg/l 267.75 191.27 255.03 250 1000
14 Sulphate (SO4) mg/l 84.76 35.23 61.09 200 400
15 COD mg/l 40.0 30.0 40.0 NS NS
16 Fluoride mg/l 0.17 ND ND 1 1.5
17 Boron mg/l 0.55 0.086 0.26 0.5 1.0
18 TDS mg/l 1300.0 950.0 1100.0 500 2000
NS: Not specified
Conclusion:
TDS, Alkalinity, level in groundwater of all location exceeded the desirable limits. Magnesium level in groundwater of Dastan Village exceeded the desirable limits.
3.3.6 Surface water quality
The baseline surface water quality in the study area is as mentioned below:
Table 3-8: Surface Water Quality
Sr No. Parameter Units SW 1
1 Electrical conductivity µs/cm 350.0 2 pH Ph unit 8.01
3 Nitrite (NO2) mg/l ND
4 Nitrate (NO3) mg/l 1.73 5 Phosphorus as phosphate mg/l 0.19
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Sr No. Parameter Units SW 1
6 Potassium mg/l ND
7 Calcium (Ca) mg/l 40.08 8 Magnesium (Mg) mg/l 17.01
9 Carbonate (CO3) mg/l 16.0
10 Bicarbonates (HCO3) mg/l 86.0
11 Hardness as Ca CO3 mg/l 170.0 12 Alkalinity mg/l 102.0 13 Chlorides (Cl) mg/l 15.69
14 Sulphate (SO4) mg/l 9.57 15 COD mg/l 20.0 16 Fluoride mg/l ND 17 Boron mg/l ND 18 TDS mg/l 175.0 19 BOD (5 days) mg/l ND 20 Sodium - 18.8 21 TON MPN/100 0.19 ml 22 Sodium absorption ration mg/l 0.72 23 Total Coliforms, mg/l <2 ND: Not Detected
The above surface water samples were compared with standards given by CPCB for used base classification of surface water in India. The standards are as mentioned in Table 3-9.
Table 3-9: Use based classification of surface water in India
Designated Best Use Class of Criteria water
Drinking water source A 1. Total Coliform organism MPN/100 ml shall be 50 without conventional or less treatment but after 2. pH between 6.5 and 8.5 disinfection 3. Dissolved oxygen 6 mg/L or more
4. Biochemical oxygen demand 5 days, 20 deg C, 2 mg/l or less
Outdoor bathing B 1. Total Coliform organism MPN/100 ml shall be
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Designated Best Use Class of Criteria water
(Organized) 500 or less
2. pH between 6.5 and 8.5
3. Dissolved oxygen 5 mg/l or more
4. Biochemical oxygen demand 5 days, 20 deg C, 3 mg/l or less
Drinking water source C 1. Total Coliform organism MPN/100 ml shall be after conventional 5000 or less treatment and 2. pH between 6 to 9 disinfection 3. Dissolved oxygen 4 mg/L or more
4. Biochemical oxygen demand 5 days, 20 deg C, 3 mg/l or less
Propagation of wild life D 1. pH between 6.5 to 8.5 and fishery 2. Dissolved oxygen 4 mg/l or more
3. Free ammonia (as N) 1.2 mg/l or less
Irrigation, industrial E 1. pH between 6 to 8.5 cooling, controlled 2. Electrical conductivity at 25 deg C µmho/cm waste disposal maximum 2250
3. Sodium absorption ratio max 26
4. Boron max 2 mg/l
Conclusion
Based on the baseline study results & Guidelines on Water Quality Management published by CPCB on 1st January 2008, the results show that surface water of all villages can be used for A Category Classification i.e Drinking Water Source with pretreatment
3.4 SOIL ENVIRONMENT
Soil samples were taken from the 2 location within 5 Km radius of project site during summer season as per the TOR issued by SEAC. Frequency of monitoring for soil was once
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during the study period. The details of methodology used for soil sampling and analysis are as given in
Table 3-10: Methodology for Soil Sample Analysis
Physical and UNIT Details of Applicable standard method for sample Chemical instrument used analysis Parameters for analysis
Bulk Density gm/cm3 Weigh Balance METHODS OF SOIL ANALYSIS, part –1(chemical & microbial properties:, By C.A.Black (American Society of Agronomy & ASTM)
Water Holding % - Hand book of Methods in Environmental Studies Capacity (Vol: 2- Air, Noise, Soil & overburden Analysis)
Soil texture - - Hand book of Methods in Environmental Studies
(Vol:2-Air, Noise, Soil & overburden Analysis)
Soil Color --- - - pH --- pH Meter IS – 2720 (Part – 26) – 1987 (RA – 2002)
Conductivity µmho/cm Conductivity Meter METHODS OF SOIL ANALYSIS, part – 2 (chemical & microbial properties: By C.A. Black (American Society of Agronomy & ASTM)
Nitrogen as N % Distillation AWWA. 21st Ed. 4500 – N Section C, Pg. no. 4 Assembly – 132.
Phosphorus mg/gm UV-VIS METHODS OF SOIL ANALYSIS, part – 2 Spectrophotometer (chemical & microbial properties :, By C.A. Black (American Society of Agronomy & ASTM)
Potassium as K mg/gm Flame phototmeter METHODS OF SOIL ANALYSIS, part –2(chemical & microbial properties: By C.A. Black (American Society of Agronomy & ASTM)
Calcium as Ca mg/gm - METHODS OF SOIL ANALYSIS, part – 1 (chemical & microbial properties :By C.A. Black (American Society of Agronomy & ASTM)
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Physical and UNIT Details of Applicable standard method for sample Chemical instrument used analysis Parameters for analysis
Nitrate as NO3- mg/gm UV-VIS METHODS OF SOIL ANALYSIS, part – 2 N Spectrophotometer (chemical & microbial properties: By C.A. Black(American Society of Agronomy & ASTM)
Sulphate as SO4 mg/gm UV-VIS IS – 2720 (Part – XXVII) – 1977 (RA – 2006) Spectrophotometer
Organic matter % - IS – 2720 (Part – 22) – 1973 Reaffirmed – 2006
The soil quality observed at the monitoring locations with details of sampling locations is given in Table 3-11.
Table 3-11: Soil Quality
Physical and UNIT Sampling Station Code Chemical SQ 1 SQ 2 Parameters Project Site Kareli
Bulk Density gm/cm3 1.24 1.04
Water Holding % 28.4 13.8 Capacity
Grain Size distribution
Granular % 91.29 80.16
Coarse % 4.86 13.72
Fine % 0.26 8.72
Medium % 2.63 5.10
Silt & Clay % 0.96 4.16
pH Ph unit 8.9 7.73
Conductivity Umho/cm 820 250
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Nitrogen as N % 0.086 0.12
Phosphorus mg/kg ND 0.08
Calcium as Ca mg/kg 0.409 0.592
Nitrate as NO3-N mg/kg 0.014 0.127
Sulphate as SO4 mg/kg 0.127 0.167
Organic matter % 0.13 2.33
3.5 NOISE ENVIRONMENT
The ambient noise environment consists of the total noise generated in the area at various distance around the sampling locations. The noise level varies depending on the type of activities carried out in the surrounding area. The baseline noise environment was studied at the project site as well as the surrounding villages. The locations considered for the noise monitoring are tabulated below along with the CPCB limits. The base line level of noise is as given in the Table 3-12.
Table 3-12: Noise Quality in the study area
Area Sampling Type of area Equivalent Noise CPCB Limits code Station Level L(eq) in dB(A)
Day Night Day Night Times Time time time
NQ 1 Project Site Industrial 56.6 49.2 75 70
NQ 2 Kareli Residential 51.2 45.1 55 45
NQ 3 Dastan Residential 51.6 44.3 55 45
NQ 4 Gangpur Residential 52.4 44.9 55 45
NQ 5 Tundi Residential 53.6 42.2 55 45
Conclusion
Daytime and night time noise levels were observed was within the limit.
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3.6 LAND USE STUDY
3.6.1 Study Area
The study area falls within 10 km radius of project site at Kareli village of Palsana taluka of Surat District. Figure 1-2 shows villages falls in the study area, road network, railway track, river passing through the study area, village boundary (source: Census of India maps).
3.6.2 Methodology
The land use/land cover mapping was carried out using digital satellite image downloaded from Google Earth Pro. The analysis of data was preceded by collection of ancillary data like District series maps and Census maps as base information for interpretation.
The study area was demarcated within the 10 km radius of the project site using buffer
option on the ancillary map collected. Ground truth study comprises of data collection of ground features along with the respective geographical position in terms of latitudes and longitudes with GPS. Using all the collected information the data was interpreted.
Interpretation of the data involved preprocessing like importing, georeferencing and then projecting to the polyconic projection system which is universally followed projection system for India, so that area of categories can be acquired.
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Figure 3-4: Land use/cover pattern map of the study area
3.6.3 Land Use/ Cover Pattern of Study Area
Based on the tonal variation and pattern in image the land use and land cover map of the area was generated. The nine land use categories were delineated in this area viz. the Agriculture, Scrub, Open vegetation, Close vegetation, Habitation, Industrial Area, Water body, River and Ravenous land (Figure 3.4). Major portion in the study area is covered by Agriculture. The main crop grown in the area was Sugarcane
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There are areas having sparse vegetation delineated as Scrub land. As per the classification based on Forest Survey of India the category denotes land having bushes and poor tree growth with canopy density less than 10 percent. These areas are mostly found on the bank of the river and near the habitation area.
The vegetation category Open was segregated based on the canopy density of 10 to 20 per cent and Close as greater than 20 per cent canopy cover area. These areas are covering only 1.05 per cent of the study area.
There are number of small and big inland water bodies covering 0.5 per cent of the area. Mindhola river flow through the region
The main industrial centers in the area were Kadodara, Bardoli and Palsana also there are some scattered industrial units in the region. The area statistics of land use/cover classes within 2 km radius are presented in Table 3-13 and within 10 km radius are as given in Table 3-14.
The major portion of the study region is covered by Agriculture i.e. 81 percent area. Then the around 8 per cent of the area is of habitation while 5 per cent was covered by scrub.
The land use/land cover mapping was carried out using digital satellite imagery.
Table 3-13: Land use/cover Categories within 2 km of the Area Statistics
Categories Area (%)
Agriculture 83.54
Scrub 7.06
Open Vegetation 0.68
Close Vegetation 0.72
Habitation 2.97
Industrial Area 4.48
Water body 0.55
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Table 3-14: Land use/cover Categories within 10 km Area Statistics
Area (%) Area (ha) Categories
Agriculture 81.57 25612.98
Scrub 5.013 1574.08
Open Vegetation 1.025 321.85
Close Vegetation 0.3 94.2
Habitation 8.7 2731.8
Industrial Area 2.47 775.58
Water body 0.46 144.44
River 0.46 144.44
Ravinous Land 0.002 0.63
3.7 BIO ECOLOGY STUDY
The baseline study for the evaluation of the floral and faunal biodiversity of the terrestrial environment of the study area was done within 10 km radius of proposed project of M/s Kejriwal Integrated Textile Park Pvt. Ltd. located at village Kareli of Palsana taluka of Surat district in May 2015. Filed survey for biodiversity study was conducted at twelve locations including project site. The villages covered for the present baseline study are given as follow.
Sr. Village Name No.
Core zone ( closer to project site)
1/1 Project site
2/2 Kareli
3/3 Dasatan
4/4 Ganghadara
5/5 Jolva
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6/6 Bagumara
7/7 Motagaon
8/8 Jetpore
Buffer zone (with in 10 km from project site)
9/1 Haldharu 23/15 Bardoil
10/2 Parab 24/16 Ten
11/3 Umbhel 25/17 Dhamdod
12/4 Haripura 26/18 Gotiya
13/5 Vankaned 27/19 Vanesa
14/6 Khadohara 28/20 Ena
15/7 Chalthan 29/21 Soyani
16/8 Mankana 30/22 Tundi
17/9 Chehedchha 31/23 Kanav
18/10 Morthana 32/24 Bhutpor
19/11 Valan 33/25 Baleshwar
20/12 Parab 34/26 Sanki
21/13 Khanpur 35/27 Kerala
22/14 Umrakh 36/28 Karan
Followings are the findings.
3.7.1 Topology of the study area
Topography of the region is characterized by agricultural fields mainly sugarcane and eucalyptus fields, open vegetation, Industrial area, water body, barren land & habitation.
Most of the landscape in the villages is utilized for agriculture. The site is located in a converted agriculture land. Nearest habitations is in Kareli village which is located more than 0.41 km from the project site. Other village closer to the project site is Kareli. Project site is almost plain without any undulation and tree cover.
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3.7.2 Flora of the study area
The dominant tree species, herbs, shrubs, climbers and major crops, were documented during this base line study. The list of floral species documented in the study area is enlisted in full report attached as annexure 7.
Totally 54 species of trees belong to 24 families are enumerated from the study area. Totally 32 shrub species belong to 20 families are enumerated from the study area. 11 species of climbers/ twiners belongs to 4 families are recorded from the area. 26 species of herbs were found in study area. For details, please refer annexure 7.
3.7.2.1 Cultivation in study area
The Sugar cane cultivation is the major agricultural activity in this area Bajra (Pennisetum typhoides and Jowar (Sorghum bicolar) is cultivated in few pockets immediately during monsoon period.
Major Crops: Major crops in the study area are Sugar cane (Saccharum officinarum L).
Minor crops:The minor crops of this region are Bajra (Pennisetum typhoides), Tuver (Cajanus indica) Jowar (Sorghum bicolar) Divel (Ricinus communis) and Makai (Zea mays).
Pulses: Mug (Vigna radiata) and Tuver (Cajanus indica)
Vegetables: The vegetables grown in the study area are, Rigan (Solanum melongena), Tomato (Lycopersicon lycopersicum) and Val, Valpapadi (Lablab purpureus)
3.7.2.2 Rare and endangered flora in the study area
Among the enumerated flora in the study area, none of them were assigned any threat category, by RED data book of Indian Plants. (Nayar and Sastry, 1990) and Red list of threatened Vascular plants (IUCN, 2010, BSI, 2003).
3.7.2.3 Endemic plants of the study area
Among recorded plant species none can be assigned the status of endemic plant of this region.
3.7.3 Status of the forest, their category in the study area
No forest was observed in the study area
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3.7.4 Faunal biodiversity of the study area
For the documentation of the faunal biodiversity of the study area with respect to birds, reptiles, amphibians, and butterfly species, a baseline survey had been conducted. The study area falls under south Gujarat region. All together 36 villages were covered for the present biological baseline study. 8 villages were selected in the core area (Project site and surrounding village) and 28 villages were selected in the buffer zone (with in10km radius).
No National park, wild life Sanctuary or a Biosphere reserve and Wetland is present in the present Study area
Details of invertebrate & vertebrates are attached in annexure 7.
3.7.5 Birds of the study area:
Only one sighted birds were evaluated as near threatened by IUCN, 2010.
A taxon is Near Threatened, when it has been evaluated against the criteria but does not qualify for Critically Endangered, Endangered or Vulnerable categories, but is close to qualifying or is likely to qualify for a threatened category in the near future. List of these, near threatened species is given as follow.
Near Threatened Birds of the Study Area
Species Habitat Threat status IUCN
Painted stork Shallow water bodies Near threatened
(Mycteria leucocephala) B-11
Source: IUCN Red list of threatened species, 2010 and Bird life international 2009
3.7.5.1 Butterflies in study area
Butterflies in the study area (Core zone and Buffer zone) are restricted to few places where Lantana camara and Calotropis procera was growing. Butterflies observed during the present study are documented annexure7.
3.7.5.2 Herpetofauna
No amphibians were sighted during the study period during May 2015.
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3.7.5.3 Mammals:
The wild mammals observed other than domesticated ones from Core and Buffer zone of the study area is documented as below.
S. No. Common Name Scientific name
1 Indian field mouse Mus booduga (Gray)
3 Common Mongoose Herpestes edwardsi (Geoffroy)
4 Hare Lepus sp.
5 Five striped Palm squirrel Funambulus pennanii ( Wroughton)
3.7.5.4 Rare and endangered fauna of the study area
As per IUCN Red list of threatened species (2010), Painted stork (Mycteria leucocephala), grouped under near threatened birds.
Some of the sighted fauna was given protection by the Indian Wild Life (Protection) Act, 1972 by including them in different schedules. Among the birds in the study area, Pea fowl (Pavo cristatus), is included in schedule I .of Wild life protection Act (1972), while many other birds are included in schedule IV.
Among the reptiles, Indian Cobra (Naja naja), and Common rat snake (Ptyas mucosus) were provided protection as per Schedule-II of Wild life protection act, (1972).Among mammals; Common Mongoose (Herpestes edwardsi) is a schedule –II animals and all Hares are included in schedule IV of Wild Life Protection act 1972.
3.7.5.5 Endemic fauna of the study area
None of the sighted animal species can be assigned endemic species category of the study area.
3.8 SOCIO ECONOMIC STUDY
Socio economic data are drawn from the primary sources like census and district statistical hand book etc. We defined the frame work of socio economic environment in terms of the following components
Demographic characteristics which defines the human development level of the village community
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Economic characteristics which provides indicator of the economic development level
Social data matrix which provide the social composition of the community which would reflect the socio cultural dimensions
A detailed analysis will not only highlight the relevant issues but also would provide guiding path of the development of the project area villages. The villages considered in the study area are as mentioned in table below.
Table 3-15: List of villages
Sr. no. Village name Sr. no. Village name 1 Haripura 7 Gangpore
2 Jolva 8 Tundi
3 Dastan 9 Ena
4 Kareli 10 Palsana
5 Bagumara 11 Malekpore
6 Tantithaiya 12 Mota
DEMOGRAPHIC CHARACTERS
Demographic data of the project area provides human development indicators. Very selected data of the total project area i.e all the villages are briefly summarized in the following figures, while village wise details are shown in the Table 3-16.
Figure 3-5: Percentage of Male and Female Population Bar Chart
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Figure 3-6: Percentage of Literate and Illiterate Male and Female Population Bar Chart
Secondary data demographic structure of the project area is collected from census book is as mentioned below: Table 3-16: Demographic structure of the project area
Total population 44057 Total house hold 10213 Total male population 24554 Total female population 19503 Literate population 30030 Female literacy 12201 Female literacy ratio 0.40% Tribal population 16547 Tribal population ratio 0.37% Non tribal population 27510 Total working population 22610 Total non working population 21447
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INFRASTRUCTURAL SUPPORT FACILITIES IN THE PROJECT AREA Infrastructural facilities and resources exhibit the essential support for the realization of potential and rapid economic development of villages. Some of the selected indicators of the infrastructural facilities are under mentioned in the table for the project area.
ECONOMIC STRUCTURE AND THEIR IMPLICATIONS Economic structure of village economy is generally characterized by the economic activity levels of poverty and unemployment and agricultural sector and non agricultural sector and position and economic class etc. Readily available economic data are exhibited for the project area while village wise data are shown in the Table 3-18.
Figure 3-7: Distribution of Main, Marginal and Non working population
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Figure 3-8: Distribution of Total working population
Table 3-17: Economic Structure Of Village Economy
Indicator Total workers 22610 Main workers 20971 Marginal Workers 1639 Non workers 21447 Total Agricultural workers 9308 Total cultivators 2119 Marginal cultivators 94
SOCIAL STRUCTURE
Social structure determines the benefits of development among the villages society of our kind. From the total working population Non- working population is lesser in number and poverty is also less. Main Cultivators are 9% and Main other working populations are 44%.
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Table 3-18: Demographic Characters
Name of No_HH TOT_P TOT_M TOT_F P_06 P_SC P_ST P_LIT M_LIT F_LIT P_ILL M_ILL F_ILL Villages
Haripura 334 1593 796 797 209 73 523 1119 599 520 474 197 277
Jolva 397 1754 978 776 211 15 676 1069 671 398 685 307 378
Dastan 425 1967 975 992 262 125 1207 1226 632 594 741 343 398
Kareli 876 4176 2179 1997 611 140 1345 3087 1709 1378 1089 470 619
Bagumara 816 3403 1951 1452 350 216 1219 2398 1463 935 1005 488 517
Tantithaiya 783 2910 2084 826 281 111 383 2154 1681 473 756 403 353
Gangpore 692 1516 760 756 170 130 838 971 512 459 545 248 297
Tundi 175 2282 1151 1131 255 209 1438 1302 699 603 980 452 528
Ena 888 3777 1895 1883 378 260 2006 2530 1294 1236 1247 601 646
Palsana 221 10945 6893 4052 1166 284 2013 8185 5492 2693 2760 1401 1359
Malekpore 358 2531 1213 1318 337 34 1518 1538 746 792 993 467 526
Mota 404 7203 3679 3524 764 310 3281 4451 2331 2120 2752 1348 1404
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Continue Table 3-18 NAME TOT_W MAINW MAIN MAIN_ MAIN_ MAIN_ MARGW MARG MARG_ MARG MARG_O NONWO ORK_P ORK_P _CL_P AL_P HH_P OT_P ORK_P _CL_P AL_P _HH_P T_P RK_P
Haripura 605 604 91 269 6 238 1 0 0 0 1 988
Jolva 955 941 82 368 5 486 14 1 4 1 5 799
Dastan 1049 1048 139 780 1 128 1 0 0 0 0 918
Kareli 1723 1609 73 334 18 1184 114 2 48 8 30 2453
Bagumara 1757 1702 219 678 4 801 55 3 4 16 16 1646
Tantithaiya 1965 1684 59 184 65 1376 281 5 1 36 194 945
Gangpore 777 759 130 527 5 97 18 2 12 0 4 739
Tundi 1209 1178 122 859 7 190 31 2 10 7 12 1073
Ena 1940 1777 242 1211 44 280 163 26 74 3 60 1837
Palsana 5846 5464 223 914 65 4262 382 7 41 4 330 5099
Malekpore 1280 1238 171 791 22 254 42 2 24 0 16 1251
Mota 3504 2967 474 1799 37 657 537 44 376 2 115 3699
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Chapter 4 Impact Identification
4 Impact identification
This section discusses the impacts of the project activities on the environmental receptors that stand to get affected by the project. It discusses probable impacts during various phases of the project lifecycle to the environmental receptors.
Many scientific techniques and methodologies are available to predict impacts on physico- ecological and socio-economic environment. Such predictions are superimposed over the baseline (pre-project) status of environmental quality to derive the ultimate (post-project) scenario of environmental conditions. The prediction of impacts helps to identify and implement environmental management plan during and after the execution of the developmental activity to minimize the deterioration of environmental quality.
4.1 POTENTIAL IMPACT ON AIR ENVIRONMENT
4.1.1 Construction Phase
Construction of the proposed Textile Park will be carried out on land for which NA has been taken. Land is clear. There is no construction or vegetation on proposed project site. Hence it would not involve extensive land preparation & clearing. The existing transportation infrastructure will be utilized for the proposed project during construction phase.
The major source of air pollution during construction phase will be fugitive emission due to transportation activity. Dust may arise due to movement of dump trucks, construction equipment & other vehicles on unpaved roads & mixing and batching of aggregate for concrete preparation.
4.1.2 Operation Phase
The source of emission will be mainly in form of point source (DG set) and fugitive emission
Fugitive emission
The major sources of fugitive emissions are as detailed below
Transportation of products from park to Market On an average movement of total 3 trucks per day (approx) for raw material, finished products transportation will
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increase minor traffic in existing. Due to the increase in vehicular traffic there would be minor increase in the noise level. The site is well connected National Highway 8.
The detail management plan for prevention of fugitive emission due to transportation is mentioned in chapter 5, section 5.3.
Point source emission/ Air modeling for proposed project
Point source emission will be mainly due to stack to be attached to stand by DG set. Proposed DG set capacity is 125 KVA. It will be operative in case of power failure. The detail of stack considered for air modeling is as given in Table 4-1.
Table 4-1: Stack Details for Proposed Plant (Input data)
No of Stack Stack Exit Exit Expected APC Stack Stacks height, Diameter, Gas Gas Pollutants attached attached m m Velocity Temp,
to m/s ̊C
DG set of 1 7 0.5 12 100 ̊ C PM:0.29 g/s Adequate 125 KVA stack SOx: 0.1 g/s Capacity Height NOx: 2.21 g/s
Details of Air Modeling
The stack details as mentioned in Table 4-1 were used as input data for prediction of impact due to proposed point source emission in the area.
The incremental increase in the concentration of pollutants, after the installation of the proposed stacks was predicted using mathematical model.
Industrial Source Complex – Short Term 3 (ISC-ST 3) model by Lakes and Environment was used for the prediction of incremental increase.
The ISCST-3 (Industrial Source Complex – Short term 3) from Lakes and Environment is based on Gaussian Plume Model. For the present study, this model is used for the prediction of maximum ground level concentration (GLC). ISCST3 model is executed using stability classes developed by Pasquill and Gifford.
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The input data given to the model includes data relating to emissions (stack details as mentioned in Table 4-1) with effective stack height, hourly meteorology details like ambient temperature, wind speed, wind direction, relative humidity, pressure etc for one season.
After giving the input data to the model, the incremental concentration of the pollutant due to the point source from the proposed activities was calculated. The maximum incremental concentration due to emission from point sources was recorded at the respective location with its distance and direction from the proposed project site.
The maximum incremental ground level concentration was superimposed on the maximum average baseline concentration in the respective location at the recorded distance and direction by the model.
The maximum predicted 24 hr average concentration of pollutants is given below:
Table 4-2: Resultant Concentration due to incremental increase
Pollutant Incremental Baseline Resultant Direction Distance wrt NAAQS as per Concentration Concentration, Concentration wrt stack stack LULC(Industrial g/m3 g/m3 * g/m3 location location, km + rural)
PM 0.8 75 75.8 NE 0.5 100
SO2 0.3 9.84 10.14 NE 0.5 80
NOx 0.3 14.76 15.06 NE 0.5 80
* Baseline average concentration of location in North East direction from the project site was considered (i.e AQ 4)
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Figure 4-1: Isopleths for PM
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Figure 4-2: Isopleths for Sox
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Figure 4-3: Isopleths for NOx
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4.2 POTENTIAL IMAPACTS ON WATER ENVIRONMENT
Impacts on source:
The source of water will be from irrigation canal or ground water. The impacts on ground water are given in Geohydro Study attached as Annexure 8.
Impacts due to wastewater generation:
Waste water generated from textile units will be treated in CETP. No wastewater shall be sent outside the premises. Treated wastewater generated from CETP will be recycled back to member units for reuse. Hence, there will be minimal impacts due to wastewater generation.
4.3 NOISE ENVIRONMENT
Construction Phase
The noise generating sources during construction phase are as listed in Table 4-3 with the approximate noise level generated from each equipment.
Table 4-3: Noise generating sources in construction phase
Description Noise level dB(A) at 1 m from source
Earth movers
Excavators 90-95
Crane 90-95
Truck (20 ton) 84-88
Dozer 85-90
Dumpers 87-91
Wheel loader 89-94
Tractors 76-96
Scrapers, Graders 80-93
Pavers 86-88
Trucks 82-94
Material handler
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Description Noise level dB(A) at 1 m from source
Concrete mixers 75-88
Cranes (movables) 75-86
Impact based equipments
Pneumatic wrenches 83-88
Cranes (derrick) 75-86
Stationary Equipments
Pumps 69-71
Generators 71-82
Compressors 74-86
Operation Phase
The major noise generating equipments from the activity are as mentioned in Table 4-4 with the expected level of noise from each equipment.
Table 4-4: Noise level generation from Weaving Machine
Noise generating sources Noise level at 1 m from source
Water Jet weaving Machine 92 dB(A)
Outside Weaving Machine concrete room 88 dB(A)
D G set 70 dB (A)
Due to the noise level as stated in Table 4-4, there will be impact on the workers employed in the surrounding area. The noise level will be mitigated by implementing engineering controls and PPE. The details management plan is discussed in Chapter 5, Section 5.7. Page no 94.
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4.4 SOLID WASTE GENERATION
The solid waste generated due to proposed project is as given below
Construction Phase
The major solid waste generated during the construction phase will be construction/ concrete debris. Also domestic waste shall be generated. The same shall be disposed off through municipality facility. The concrete debris shall be used for site leveling.
Operation Phase
No solid waste will be generated from CETP. Yarn waste will be generated as solid waste from textile unit during operation phase, which will be sold to the approved recyclers. Domestic waste generated will be disposed off through local municipality body.
4.5 HAZARDOUS WASTE GENERATION
ETP sludge will be only hazardous waste generated from proposed CETP, which will be sent to the TSDF site. Proposed generated quantity is 0.2 MT/day. Company has proceeded for obtaining membership of TSDF site.
4.6 SOCIO ECONOMIC ENVIRONMENT
There shall be positive impact on the socio economic environment of the area. Increase in direct/ indirect job opportunity shall take place. Services in the locality shall be used and accordingly growth in economic structure of the area will take place.
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Chapter 5 Environment Management Plan 5 ENVIRONMENT MANAGEMENT PLAN (EMP)
From construction and operation activities of the process, environmental impact has been identified, predicated and evaluated to mitigate the standards specified by the statutory authority and minimize the impact on eco system. Environmental Management Plan provides control measures of potential environmental impacts. Environmental Management System for different environmental attributes is discussed in subsequent topics.
5.1 ADMINISTRATIVE ASPECTS OF EMP
The basis of the operational philosophy of M/s Kejriwal Integrated Textile Park Pvt. Ltd. is that the activities proposed in entire Textile Park shall be operated in complete compliance with all applicable Laws, Regulations, Standards and Permits, procedures, specifications, rules, standards and guidelines. In order to achieve this, M/s Kejriwal Integrated Textile Park Pvt. Ltd. has established a resource base for the management of health, safety, environmental and social issues during construction and operation of Park.
The HSE Management System Process which has been developed for use as part of the implementation of the operations philosophy will be followed, together with the commitments contained within the M/s Kejriwal Integrated Textile Park Pvt. Ltd. corporate Health, Safety and Environment (HSE) Policy. The System also contains adequate security measures that are designed to protect people and property.
5.2 ENVIRONMENT MANAGEMENT PLAN – CONSTRUCTION PHASE
Construction of the proposed Textile Park with CETP will be carried out on land for which already NA has been taken. The management plan suggested in order to prevent air pollution due to construction activities is as mentioned below:
Whenever feasible, construction materials will be procured from local market. It will minimize pollution due to transportation.
The vehicles used for transportation of construction material will be certified valid PUC.
The trucks carrying cement and sand will be covered in order to prevent the fugitive emissions due to material handling.
Temporary shed will be developed in order to store the construction material inside the project premises.
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The machinery used for construction purpose will be properly maintained and serviced.
It will be ensured that diesel powered vehicles and construction machinery are properly maintained to minimize the exhaust emissions as well as noise generation
The construction debris generated will be properly stored in the shed and later should be used for leveling of low lying area and road construction.
Regular water sprinkling will be done in the storage area and within the plant boundary for dust suppression.
The fuel used for the machines will be of good quality.
Proper arrangement will be made to prevent washout of construction material during the monsoon season. Temporary shed of brick should be constructed during the monsoon season for the storage of construction material.
Proper storm water management system will be integrated in design phase and civil works will be carried out accordingly at project site.
Once the construction phase is completed, proper clean up of the plant area will be done and the construction debris and the other waste will be disposed off at the low lying areas.
5.3 ENVIRONMENT MANAGEMENT PLAN - OPERATION PHASE FOR CONTROL OF FUGITIVE EMISSION AND POINT SOURCE EMISSION
For fugitive emission
In order to meet the standards as prescribed in NAAQS, the following management plan was implemented
In proposed textile park, exposed surfaces will be very less. Regular & periodic sprinkling of water on all exposed surfaces to suppress emission of dust. Frequency of sprinkling may be increased to keep dust emissions under control.
For Point Source emission
Only silent DG set will be installed, to run the emergency services in case of power failure. So it will be occasionally operative. And adequate stack height will be provided to minimize the pollutant effect in surrounding atmosphere.
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5.4 ENVIRONMENT MANAGEMENT PLAN FOR WATER ENVIRONMENT
5.4.1 Water Conservation
The first step towards the management of water environment would be conservation of the water. Proper step shall be taken to conserve the water, apart from the reuse and recycle of the wastewater generated.
Storm water drainage network shall be designed
Total generated wastewater will be treated in CETP. Treated effluent shall be completely reused and recycled within the plant premises. So it is Zero discharge plant.
Dripping system would be installed for watering the landscaping.
UF Reject will be utilized for firefighting system, green belt development and washing. Further W.C, Flush and Urinal Flush valve shall be of low water consumption type
Rain water harvesting scheme shall be implemented.
Waste Water generation during Construction phase
Waste water generated during construction activities shall be collected in a sump with impervious lining to avoid seepage of wastewater in groundwater
Waste water monitoring shall be done as per CPCB guidelines.
Any spill from vehicle during construction phase shall be recorded & mitigated.
Vehicle cleaning at the end of the day will be done in designated area; water from there shall be connected to septic tank for proper discharge.
Operation phase
This is Zero Liquid Discharge plant. The wastewater generated shall be collected and treated in CETP of 2.5 MLD capacity. Treated effluent shall be recycled and reused by member units. Detail of CETP is given in Chapter 2.
5.4.2 Monsoon Plan
Maximum quantity of treated wastewater will be sent back to member units for reuse. Daily approx. 80 KL of treated water will be utilized in greenbelt development. During monsoon
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KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. days, this quantity will be sent to the CETP. Also a temporary 7 days storage tank shall be developed at site for storage of excess water.
According to detailed layout plan attached as annexure 1, Total green belt area available in Kejriwal Integrated Textile Park is 15857.58 sq m. Daily water requirement for proposed greenbelt will be as follow.
Total water demand in green belt: 5 lit × 15857.58 sq m
: 79287.9 liter
: 80 KL
5.5 ENVIRONMENT MANAGEMENT PLAN - SOLID WASTE
Environment Management plan to be implemented for solid waste generation will include the following points:
Recyclable material to be separated at source, & shall be sold to contractors for recycling.
No waste will be dumped at any location outside site boundary.
Construction material shall be used on site as fill material or sold as scrap. Paint containers etc shall be returned to suppliers.
Record of all waste generated, recycled, sold or disposed shall be maintained in a Waste tracking Register.
5.6 HAZARDOUS WASTE
Construction phase
Hazardous materials such as lubricating oil, paints and varnishes are required during construction phase which should be stored properly as per the safety regulations at isolated places.
Accidental spillages of oil from construction equipment and storage sites should be prevented.
Operation phase
In the proposed project only ETP Sludge & used oil will be generated. ETP sludge will be sent to the TSDF site and the used oil shall be reused within the plant premises for lubrication purpose. All hazardous waste will be separated from other waste & stored in designated areas with restricted access & proper marking. Record of the hazardous waste
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KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. generated shall be maintained as per the Hazardous waste rules 2008 in the prescribed format and the same shall be regularly submitted to statutory authority.
Direct manual handling of waste will be avoided. The person handling the waste will be equipped with hand gloves resistant to the waste, respiratory mask and googles.
5.7 ENVIRONMENT MANAGEMENT FOR NOISE ENVIRONMENT
Construction Phase
The major noise generation during construction activity will be from the equipments and machines as listed in Table 4-3.
Noise generation due to friction from the machines shall be avoided by regular maintenance (lubrication).
Ear muffs/ Ear plugs shall be provided to workers to minimize the effect of noise during construction activity.
Operation Phase
The major noise generation during operation phase will be from the equipments listed in Table 4-4. The mitigation measures for same are enlisted in Table 5-1 and the reduction in noise level observed after implementation of mitigation measures also tabulated
Table 5-1: Mitigation measures
Major Noise generating Noise barrier for After transmission sources transmission losses loses dB(A)
Water Jet weaving machine Dense concrete (100 mm 40 thickness; density 244 mg/m2)
DG set Silent DG set 39
The mitigation measures to be adopted while working close to the noise generating equipments are as follows:
Noise producing equipment should be placed at distance from each other to reduce the cumulative noise level.
Rotation of workers shall be done based on their exposure to noise level during the working hours as per the Factory Act, 1948 and amendments thereof.
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Total time of exposure Sound pressure level (continuous or a number of short- in dBA term exposures) per day in hours.
8 90
6 92
4 95
3 97
2 100
11/2 102
1 105
3/4 107
1/2 110
1/4 115
Notes
No exposure in excess of 115 dBA is to be permitted. For any period of exposure falling in between any figure and the next higher or lower figure as indicated in column 1, the permissible sound pressure level is to be determined by extrapolation on a proportionate basis.
Entry to the working area wherein the noise generating sources are located should be permitted with PPE’s like ear muff, ear plugs
Regular audiometric test of workers should be done and the medical reports of same should be maintained.
Display should be made clearly indicating noise prone area along with dB level
To reduce the Noise generation during the transportation activities; the vehicle shall be kept periodically serviced and maintained as per the requirement of latest trend in Automobile industry. Only those Vehicles with PUCs and spark arresters shall be allowed for the transportation.
Textile Park has proposed to develop green belt around the periphery of the plant. This will help in reducing the adverse effect of pollution in general.
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All equipment in the plant would be designed/operated to have a total noise level not exceeding 85 to 90 dB (A) as per the requirement of OSHA (Occupational Safety and Health Administration) standard and the Environment (Protection) Rules
Develop proper awareness among workers by regular training session.
5.8 GREEN BELT DEVELOPMENT
In order to resist the noise generated due to plant activity and to uptake the waste water generated to some extent, it is recommended to develop green belt around the periphery of the plant road side area. There won’t be any relocation of existing trees in the near vicinity of the project site. The total water allocation for green belt development is 80 m3/day.
The total green belt area identified for the proposed project is as below;
Total green belt area: 15857.58 m2
In addition to development of green belt within the premises the company is committed to carry out afforestation and biodiversity improvement program in the surrounding villages.
Total green belt area will be developed in a span of two years within premises. The total no. of trees to be planted as a part of green belt development program will be approximately 1500. The type of plant species considered for green belt program is mentioned in table 5.1.
The total budget for green belt development program will be Rs. 2, 00,000/-.
Adequate funds will be allotted for greenbelt development activities to be undertaken in project and surrounding area. The details regarding fund allocation for next five years for the greenbelt development of the area is as given in the table below:
Year Budgetary allocation
2016 Rs. 70,000
2017 Rs. 70,000
2018 Rs. 20,000
2019 Rs. 20,000
2020 Rs. 20,000
In the initial two years, company shall develop greenbelt within the premises. In the later phase the green belt development will be carried out in the surrounding areas outside the park premises. Detailed landscaping layout plan is attached as annexure 1.
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The plant species considered for green belt development are as per following table Table 5-2.
Table 5-2: Recommended Plant Species for Green Belt Development
PLANT SPECIES HABIT TOLERANCE STOMATAL MODE OF LIMIT INDEX REGENERATION
Acacia auriculiformis Tree Tolerant 10.9 Seeds
Ailanthus excels tree T 13.01 Seeds, shoot, root cuttings
Azadirachta indica Tree T 29.2 Seeds
Bougainvillea spectabilis Shrub T 32.53 Cutting
Caesalpinia pulcherrima Tree T 29.09 Seeds and (White gold mohur) Cuttings
Cassia siamea Tree T 21.2 Seeds
Delonix regia Tree Sensitive 14.38 Seeds /stem cutting (Gulmohur)
Hibiscus rosa-sinensis Small T 23.32 stem cutting tree
Ixora arborea Small T 17.3 stem cutting tree
Ixora rosea Small T 20.30 Stem cutting tree
Melia azadirachta Tree T Seeds /stem cutting
Nerium indicum Shrub T 15.7 Cutting
T: Tolerant, NA =Not available Sources: CPCB (March,2000) PROBES/75/1999-2000
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5.9 DO’S AND DON’TS CHECKLIST
Checklist of Do’s and Don’ts of preventive measures
Do’s:
All new equipments should be procured as per user's safety requirement and designed accordingly.
The equipments should be qualified for installation, operation and performance.
The Persons working on the equipments should undergo the operation training.
To create the Health, Safety and Environment awareness at all levels of management and to communicate the specific risk / hazards, at relevant locations Health, Safety
and Environment Signs, Warning Labels, Instruction to be displayed.
As a part of regular training program, Job Safety training should be carried out at
different levels of the management.
As a part of 'Off the job' safety and in order to create awareness for Health, Safety and Environment training on the subjects like Vehicle Safety, road safety etc to be
carried out at different levels of management.
Emergency handling training is a must for all emergency handling team members.
The supervisor and worker must determine what is considered appropriate protective clothing in their work area.
Check fire extinguishers periodically to ensure that they are all in good conditions.
Make sure, when using fire hose that the jet of water breaks into a fine contact with
live electrical apparatus.
Turn away your face whenever an arc or a flash is expected.
Discharge to earth thoroughly all cables before working on the cores.
Please see that all splices and connections are securely made.
Make sure that all employees are familiar with the location and use of fire fighting apparatus.
Hearing protection devices shall be provided and used in areas where the noise level exceeds 90 dB (A) and when all other controls have been applied to reduce the level.
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There should be proper ventilation for fumes and dust to prevent its concentration as it could be hazardous.
Noise monitoring as per the legal requirements will be carried out as per schedule.
Don’ts:
Don't throw water on live electric equipment in case of fire. It is dangerous.
Don't close or open a switch or fuse slowly or hesitatingly. Do it quickly, positively and firmly.
Don’t Wear: Loose Cloths Sandals high heeled and open toed shoos Don’t: Smoke Eat, drink, or chew gum
Store food, dishes or drinks Don't be haste and careless. This cause many accidents.
Don't use wires with poor and deteriorated insulation.
Don't work on a pole or elevated position when line is alive, without safety belt and rubber gloves and unless a competent person stands on the ground nearby to direct operations and give warning.
Don't go near Noisy areas and machines without ear muffs/ ear plugs.
Don’t mix hazardous wastes with normal wastes. It must be stored separately.
5.10 ENVIRONMENT MANAGEMENT CELL
A separate Environment Management Cell will be earmarked for monitoring of pollutants from CETP and development of green belt as per Environmental Management Plan. Manager with Lab incharge and Deputy environmental manager will assess inlet and outlet characteristics of wastewater on daily basis. Any deviation/ variation notices shall be immediately taken into consideration for improvement of the same. The organogram for Environmental Management Cell is as given below
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Figure 5-1: Environment Management Cell
The major duties and responsibilities of Environmental Management Cell shall be as given below:
To implement the environmental management plan
To assure regulatory compliance with all relevant rules and regulations
To ensure regular operation and maintenance of CETP.
To minimize environmental impacts of operations as by strict adherence to the EMP
To initiate the environmental monitoring as per approved schedule
Review and interpretation of monitoring as per approved schedule and corrective measures in case monitoring results are above the specified limits
Maintain documents of good environmental practices and applicable environmental laws as ready reference
Maintain environmental related records
Coordination with regulatory agencies, external consultants, monitoring laboratories
Maintain of log of public complaints and the action taken
Allocation of Resources, Responsibility and Authority will result in successful implementation of EMP during construction and operational phase.
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5.11 BUDGETARY ALLOCATION FOR ENVIRONMENT MANAGEMENT PLAN
Table 5-3 depicts the resources required during construction and operation stages and the estimated budget against each resource for environment management.
Table 5-3: Estimated cost of implementation of EMP
Activities Proposed unit
Water and Waste water management
Fire fighting system
Environmental Monitoring And 249.06 Lacs Management
Occupational Health & Safety
Green Belt
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Chapter 6 Environment Monitoring Plan 6 Environment Monitoring Plan
Based on the baseline conditions of the area and the environment management plan, a detailed monitoring program for the construction and operation phase is designed. Environment monitoring will serve as an indicator for any deterioration in environment conditions due to operation of the project. Regular monitoring of environment parameters will serve as a measure to check the efficiency of Pollution control measures implemented. Company shall appoint MoEF - NABL approved laboratory for the sampling and analysis of environment parameters.
The main attributes for which monitoring shall be carried out are:
Ambient air Quality
Stack Emission
Wastewater Quality
Drinking water Quality
Noise Level
6.1 AMBIENT AIR QUALITY MONITORING
The ambient air quality with respect to NOx, SO2, PM10 and PM2.5, shall be monitored at project location.
The selected monitoring stations shall be monitored for a period of 24 hours quarterly. The log book shall be maintained at environmental cell for evaluation of impact and to decide required mitigation measures.
6.2 STACK MONITORING
The DG stack in the proposed project shall be monitored on quarterly basis, with respect to temperature, oxides of nitrogen (NOx), Suspended Particulate Matter (SPM), Sulphur dioxide
(SOx). It is also recommended the relevant parameter should be monitored by external agency approved by MoEF - NABL.
6.3 NOISE ENVIRONMENT
Monitoring of the noise levels is essential to assess the effectiveness of Environmental Management Plan implemented to reduce noise levels. A good quality sound level meter and
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KEJRIWAL INTEGRATED TEXTILE PARK PVT. LTD. noise exposure meter may be procured for the same. Ear Muffs and Ear Plugs shall be provided to workers working in to noisy area. Audiometric tests shall be conducted periodically for the employees working close to the high noise sources. The noise levels due to machines/equipments should be monitored regularly.
6.4 WATER AND WASTE WATER QUALITY MONITORING
Drinking water shall be analyzed to check the drinking water standards as prescribed in IS 14001:2012.
6.4.1 Environment laboratory
Methods prescribed in "Standard Methods for Examination of Water and Wastewater" prepared and published jointly by American Public Health Association (APHA), American Water Works Association (AWWA) and Water Pollution Control Federation (WPCF), Book on Water and Wastewater Analysis published by NEERI, Nagpur are recommended for collection and analysis of water and wastewater samples.
Table 6-1: Monitoring schedule
Area of monitoring Frequency of Parameters to be analyzed Sampling
Ambient air Quality Monthly PM10 and PM2.5
NOx, SO2
Stack Monitoring for major Monthly Temperature, NOX, SO2, SPM stacks (DG set)
Noise Quarterly (day time Sound pressure level (Leq) and night time) Waste Water from CETP Daily pH, Conductivity, TDS, TSS, collection pit BOD, COD, Oil and grease
Environmental management cell shall be created and qualified persons would be in charge of monitoring the parameters by using suitable instruments. The detail of same is discussed in chapter 5.
6.5 POST PROJECT ENVIRONMENT MONITORING BUDGETARY ALLOCATION:
The total cost allocated for post project monitoring is given in chapter 5.
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Chapter 7 Project Benefits 7 Project benefits
Proposed project will contribute towards raise the export of textile products in foreign countries. In rupee terms textile exports will raise the value of the rupee against major foreign currencies.
Proposed project will be setup in Palsana taluka (sub district) in the Surat district, in the state of Gujarat. Palsana Taluka has average literacy rate. In 2011, literacy rate of Palsana Taluka was 70.34 % In Palsana, Male literacy stands at 75.21 % while female literacy rate was 64.19 %. Workers in Palsana taluka are calculated as 68,575 of which 63,716 are regular and 4,859 are Irregular i.e get jobs only few days in a month.
Proposed Textile Park comprises total 33 units of different textile sector, so there will be a huge scope of both skilled and unskilled employment generation. Workers from nearby villages shall be given priority for employment as per their skills. Estimated total direct employment generation would be 2000 and indirect employment generation would be around 6000. In all, about 8000 peoples depend on their livelihood on these units. Bifurcation is as per following table.
Table 7-1: Employment generation for the proposed project
Type of Units No of units Total Employment
Water Jet Weaving 17 1000
Texturising 7 500
Embroidery 9 500
Total 33 2000
Further more, Kejriwal group is closely associated in social upliftment in Surat district. The company has undertaken many socio economic activities for their ongoing projects at different locations. The company is committed to provide better services to the villagers. The zest of different activities undertaken by the project proponent and the benefits rendered to near by villages is as mentioned below:
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7.1 EXISTING SOCIO-ECONOMIC ACTIVITIES
To promote literacy level in near by villages, Kejriwal group provides fund in schools of nearby villages for modern facilities like computers, benches etc.
Organizing free Medical checkup camps for employee as well as needy villagers.
Tree plantation activity in the nearby area on the day of “World Environment day”.
Have provided Aid for Development of Temple, Road, School etc
7.2 PROPOSED SOCIO- ECONOMIC ACTIVITIES
Due to lack of employment in the any area, skill up gradation opportunities are negligible. Proposed Textile Park would provide opportunities to the local workers to upgrade their skills and thereby gain sustainable employment. To continuously upgrade the skill of workers, constant up gradation of skill set is required. Company proposed to set up one training center as pre employment job training and safety training. The training facility shall be helpful in implementing and upgrading such skills.
For contributing our part in Prime Minister’s Swachh Bharat Abhiyan, company is committed to construct toilet blocks in nearby rural area. Needy families will be served on priority basis.
In the initial two years, company shall develop greenbelt within the premises. In the later phase the green belt development will be carried out in the surrounding barren land and both side of approach roads.
Textile Park will provide Assistance to Panchayat for development of village, Temple, Approach Road to village Etc
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Chapter 8 Disclosure of Consultant 8 Consultant details
The preparation of EIA was done by M/s Detox Corporation Pvt. Ltd. having NABET accreditation for conducting EIA studies for project activities listed under onshore oils and gas exploration, development and production. The baseline study for the project was conducted by in-house laboratory of M/s Detox Corporation Pvt. Ltd. having NABL certification. The EIA Team engaged in the preparation of EIA report consist of professionals with multidisciplinary skill and relevant experience required for undertaking this project. Following are the specific roles and responsibilities of the key team members:
KEY FACTS
Established in the year – 1995
Our Growth through years -
1995: Laid Foundation Stone of Firm Activities covered fabrication & equipment supply
1997: Developed Turnkey execution.
1997: Developed core competence for conducting Environment Audits.
1998: Developed a Full Fledged Laboratory
1998: Construction of ETP’s & STP’s
2000: Developed core competence for preparation of EIA Study Reports
2002: Expansion and Modernization of Lab & Office.
2004: Certified for ISO 9001: 2000 (QMS)
2004: Established First Branch Office at Gandhidham, Kutch
2005: Tie up with Ozmotech, Australia for Converting Waste Plastic to Diesel
2006: Foundation laid for setting up a Total Hazardous Waste Management site at Kutch, Gujarat
2008: Started Development of Integrated Common Hazardous waste management facility in Kutch region in name of SEPPL
2013: Started Development of Integrated Common Hazardous waste incineration facility in Dahej region in name of SEPPL
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ACCREDITATIONS
ISO 9001-2008 certification
NABL (National Accreditation Board for Testing & Calibration Laboratories)
NABET (National Accreditation Board for Education & Training) registration from Quality Council of India as EIA Consultant
REGISTRATIONS
Class AA Contractor registration from Surat Municipal Corporation (SMC)
Recognized Environmental Auditors from GPCB
MoEF Registration for recognized Environmental Lab.
LIST OF EC & FAE INVOLVED IN REPORT PREPARATION
The list of experts involved in report preparation are as mentioned below
EIA COORDINATOR Name : Mr. CHETAN CONTRACTOR
FUNCTIONAL AREA EXPERT
Sr. no. Functional area Name of the expert/s Signature 1. AP PUSHPAK SHAH
2. WP PUSHPAK SHAH
3. SHW PUSHPAK SHAH
4. NV PUSHPAK SHAH
5. SE DR. DILIP SHAH
6. EB Dr. BHAVNA MEHRA
7. HG NILKANTH KAVALANEKAR
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8. AQ ANKITA BHAIRAVIYA
9. LU JESSICA KARIA
10. RH ANIL CHAUMAL
ADDITIONAL PERSONNEL
Sr. Functional area Name of the Signature no. expert/s 1. AP, AQ, Noise and RH Ankita Bhairaviya
2. RH Mitesh Desai
3. SE Ms. Hetal
4. AFAE-AQ, WP, SHW Maitri Contractor
5. AFAE – AP, AQ Parth Desai
6. AFAE - Mittal Kyada
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