NPL Industries Private Limited
Rapid Environmental Impact Assessment Report
Proposed Project of Manufacturing of Textile Binders
& Auxiliaries
Location at: S.No. 748/P, 750/P,777/B/P, 780/P, Village : Bidaj,
Kheda, Gujarat
AUGUST 2012
Prepared By:
Ramans Enviro Services Pvt. Ltd.
SF –23 & 24, Camps Corner, Near AUDA Garden, Prahaladnagar
Ahmedabad 380 015 Phone: 079-26937472. Fax: 079-40064440
E-mail:ramans_consultancy@rediffmail.com,
ramans.consultancy@gmail.com
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
PAGE NO.
SR. NO.
TITLE
I
II
III
IV
IV
V
CONTENTS
LIST OF ANNEXURES
LIST OF TABLES
LIST OF FIGURES
Copy of TOR ISSUED FROM MoEF
COMPLIANCE OF ADDITIONAL TOR
I - IV
IV
V-VI
VIII-IX
X-XIII
XIV-XVIII
CONTENTS
SR. NO.
PAGE NO.
TITLE
1.0
1.1
1.2
1.3
1.4
1.5
INTRODUCTION
Purpose of the report
The Project Proponent
Brief Description of the Project
Justification of the Project
Scope of Study
1.1
1.2
1.3
1.3
1.4
2.0
2.1
2.2
2.3
2.5
2.6
2.7
2.8
2.9
PROJECT DESCRIPTION
Type of the Project
Location of the Project
The Project
2.3.1
Landuse breakup within plant area
2.3.2
Product profile
2.3.3
Resource requirement
2.3.3.1
Raw material requirement
2.3.3.2
Energy requirement
2.3.3.3
Water requirement
2.3.4
Manufacturing Process
2.3.5
Major Equipments
Sources of Pollution
2.4.1
Liquid Effluent
2.4.2
Gaseous Emissions
2.4.3
Solid & Hazardous Waste Generation
Rain Water Harvesting
Green Belt Development Plan
Environment, Health & Safety
Compliance to various Statutory Guidelines
Corporate Social Responsibility
2.1
2.2
2.3
2.3
2.4
2.6
2.6
2.6
2.6
2.11
2.46
2.47
2.47
2.49
2.50
2.51
2.53
2.53
2.53
2.53
3.0
BASELINE ENVIRONMENTAL SETTING
2.4
3.1
3.2
3.2.1
3.3
Introduction
Micrometeorology of the area
Wind rose
Air Environment
3.1
3.1
3.2
3.4
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
I
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
3.3.1
3.3.1.1
3.3.1.2
3.4
3.5
3.6
3.6.1
3.6.2
3.6.3
3.7
3.8
3.8.1
3.8.2
3.9
3.9.1
3.9.2
3.9.3
4.0
4.1
4.2
4.3
Ambient Air Quality
Location of AAQ Monitoring Stations
Baseline Data
Water Environment
Noise
Soil
Baseline data
Physical Characteristics
Chemical Characteristics
Land-use pattern
Ecology
Introduction
Sampling Locations
Socio-economic Environment
Demographic Structure
Economic Structure
Basic Amenities / Village Level
Infrastructure
ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION
MEASURES
Introduction
4.1
Identification of impacts
4.2
4.2.1
Identification of impacting activities
4.2
4.2.2
Identification of Environmental Attributes
4.2
Impact Assessment
4.4
4.3.1
Impact on Water Environment
4.4
4.3.2
Impact on Air Environment
4.6
4.3.2.1
Air pollution dispersion modeling of stack
4.6
emissions
4.3.3
Impact on Land / Soil quality
4.18
4.3.4
Impact on Noise Environment
4.19
4.3.5
Impact on Biological Environment
4.20
4.3.6
Impact on Socio-economic Environment
4.20
4.3.7
Impact on Occupational Health & Safety
4.21
5.0
5.1
5.2
5.3
5.4
5.5
ENVIRONMENTAL MONITORING PROGRAM
Objective
Environment Monitoring & Control
Proposed Monitoring Program
Reporting schedules of the monitoring data
Infrastructural Requirement
6.0
6.1
6.2
RISK ASSESSMENT
Introduction
Hazardous materials to be handled at
Proposed Plant
Hazardous Conditions due to Release
Quantities
6.3
3.4
3.4
3.6
3.8
3.13
3.13
3.13
3.14
3.14
3.16
3.20
3.20
3.20
3.59
3.60
3.62
3.67
5.1
5.1
5.2
5.3
5.3
6.1
6.2
6.11
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
II
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
6.3.1
6.3.2
6.3.3
6.4
6.4.1
6.4.2
6.4.3
6.5
6.6
6.6.1
6.6.2
6.6.3
6.6.3.1
6.6.3.2
6.6.3.3
6.6.3.4
6.6.3.5
6.7
6.7.1
6.7.2
6.7.3
6.7.4
6.7.5
6.7.6
6.7.7
6.7.8
6.7.9
6.7.10
6.7.11
6.7.12
6.7.13
6.7.14
7.0
Pool Fire
Vapour Cloud Explosion
Dispersion Toxic Cloud
Effect & Consequence of Release of
Hazardous Chemicals
Thermal Effects
Delayed Ignition and Explosion
Toxic Release
Release & Outcome Scenarios
Consequence Analysis
Introduction
Model used for Consequence Analysis
Consequence Analysis for Release
Scenarios
Rupture of 200 L Methanol Drum
Rupture of 1250 L Vinyl Acetate Container
Rupture of 200 L Styrene Drum
Rupture of 200 L Acrylonitrile Drum
Rupture of 200 L Ammonia Solution
Container
Risk Mitigation Measures
Introduction
Risk Mitigation Measures
Handling of Hazards
General Working Conditions
Safe Operating Procedures
Work Permit System
Emergency Preparedness
Material Handling
Communication System
Accident Reporting, Investigation and
Analysis
Safety Inspections
Risk Mitigation Measures for Spill
Safety Management System
Occupational Health Surveillance
Programme
6.12
6.12
6.12
6.13
6.13
6.13
6.15
6.15
6.15
6.15
6.16
6.16
6.16
6.19
6.23
6.26
6.29
6.31
6.31
6.32
6.33
6.33
6.33
6.34
6.34
6.34
6.34
6.34
6.34
6.35
6.36
6.37
7.1
7.2
7.3
7.4
PROJECT BENEFITS
Improvement in Physical Infrastructure
Improvement in Social Infrastructure
Employment Potential
Other Tangible Benefits
7.1
7.1
7.2
7.2
8.2.1
8.2.2
ENVIRONMENT MANAGEMENT PLAN
Introduction
Administrative aspects for EMP
Operational philosophy
Environment Management Cell
8.1
8.1
8.1
8.2
8.0
8.1
8.2
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
III
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
8.3
8.3.1
8.3.2
8.3.3
8.3.4
8.3.5
Environmental Management Practices
Water environment
Air environment
Land / Soil quality
Noise environment
Occupational Health & Safety
8.4
8.4
8.5
8.5
8.6
8.6
9.0
SUMMARY & CONCLUSION
9.1 – 9.11
10.0
DISCLOSURE OF CONSULTANTS
ENGAGED
10.1 – 10.4
LIST OF ANNEXURES
ANNEXURE
NO.
A
B
DESCRIPTION
Lease agreement between VITPL & NPL
Copy of 7/12 order of land of project
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
IV
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
LIST OF TABLES
TABLE NO.
TITLE
PAGE NO.
2.1
Physical Environmental Setting in vicinity of the Site
2.3
2.2
Land use break up of the Site
2.3
2.3A
Major Product Profile
2.4
2.3B
Detailed Product Profile
2.4
2.4
Raw Material Consumption
2.7
2.4A
Storage Inventory of Hazardous Chemicals
2.9
2.5
Energy Requirement
2.9
2.6
Raw Water Quality
2.10
2.7
Details of Water Usages
2.10
2.8
Major Equipments
2.46
2.9A
Details of Effluent Generation
2.48
2.9B
Details of Effluent Treatment Plant
2.49
2.10
Details of Air Pollution Control Systems
2.50
2.12
Details of Solid / Hazardous Waste
2.50
3.1
Micrometeorological Data
3.2
3.2
Sampling Locations
3.4
3.3
Ambient Air Quality Status of Study Area
3.6
3.4
Water Quality Parameters (Ground water sources-
3.9
Borewell)
3.5
Water Quality Parameters (Surface water Source-
3.11
Pond
3.6
Noise Level Data
3.13
3.7
Particle Size Distribution of Soil samples
3.15
3.8
Physical Characteristics
3.15
3.9
Chemical Characteristics
3.15
3.10
Landuse statistics of the Study ar4ea
3.16
3.11
Enumeration of Species – Flora
3.21
3.12
Species – Fauna and Avifauna (During Visit)
3.53
3.13
Villages covered under Study Area
3.59
3.14
Demographic Structure of Study Area
3.60
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
V
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
3.15
Distribution of Workers and Non-workers
3.63
3.16
Distribution of Workers into sub-categories
3.65
3.17(1) to
Availability of Basic Amenities in Study area
3.69 – 3.84
3.17(20)
4.1
Impact Identification Matrix
4.3
4.2
Resultant Concentration Value
4.9
4.3
24 hr incremental increase in GLC of SO2 (µg/m3) for
4.11
the proposed scenario
4.4
24 hr incremental increase in GLC of NOx (µg/m3) for
4.13
proposed scenario
4.5
24 hr incremental increase in GLC of PM (µg/m3) for
4.13
proposed scenario
5.1
Environment Monitoring Schedule
5.2
6.1
Storage Capacities of Hazardous Chemicals
6.1
6.2
Damage Effects Due to Overpressures
6.14
6.3
Illustrative Damage Effects due to Overpressures
6.14
6.4
Release and Outcome Scenario
6.15
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
VI
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
LIST OF FIGURES
FIGURE
NO.
2.1
2.2
2.3
2.4(A-1)
TITLE
PAGE NO.
Map Showing Site Location
Layout Map of the project site
Water Balance Diagram
Mass balance diagram of Styrene Acrylic Printing
Binder
Mass balance diagram of Pure Acrylic Khadi Binder
2.54
2.55
2.56
2.12
2.14
2.4(D-1)
Mass balance diagram of VAM Acrylic Printing
Binder
Mass balance diagram of Styerene Acrylic Khadi
Binder
Mass balance diagram of Styerene Acrylic Flock
Binder
Mass balance diagram of Co-polymer PVA(Polysol)
Mass balance diagram of Homo polymer PVA
(Polysol)
Mass balance diagram of Homo polymer PVA
(Polysol)
Mass balance diagram of Lamination Adhesive
Mass balance diagram of Pure Acrylic BOPP Tape
Adhesive
Mass balance diagram of Pure Acrylic BOPP Tape
Adhesive
Mass balance diagram of Pure Acrylic Paint Binder
2.4(D-2)
Mass balance diagram of VAM Acrylic Paint Binder
2.24
2.4(D-3)
2.4(D-4)
2.4(E-1)
2.4(F-1)
Mass balance diagram of Styrene Acrylic Paint Binder
Mass balance diagram of Acrylic Thickner
Mass balance diagram of Pure Acrylic Leather Binder
Mass balance diagram of Melamine Formaldehyde
Resin
Mass balance diagram of Loop Accelator
2.25
2.26
2.27
2.28
2.4(F-3)
2.4(F-4)
2.4(F-5)
2.4(F-6)
2.4(F-7)
2.4(F-8)
2.4(F-9)
Mass balance diagram of Dispersing Agent
Mass balance diagram of X-Core Alkali Neutraliser
Mass balance diagram of Sequestering Agent
Mass balance diagram of Peroxide Stabilizer
Mass balance diagram of Dye Fixing Agent
Mass balance diagram of Foaming Agent
Mass balance diagram of Wetting Agent
2.30
2.31
2.32
2.33
2.34
2.35
2.36
2.4(F-10)
Mass balance diagram of Wetting Agent
2.37
2.4(F-11)
Mass balance diagram of Ammonium Stearate
2.38
2.4(A-2)
2.4(A-3)
2.4(A-4)
2.4(A-5)
2.4(B-1)
2.4(B-2)
2.4(B-3)
2.4(C-1)
2.4(C-2)
2.4(C-3)
2.4(F-2)
2.13
2.15
2.16
2.17
2.18
2.19
2.20
2.21
2.22
2.23
2.29
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
VII
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
2.4(F-12)
Mass balance diagram of Micro Amino Silicon
2.39
2.4(F-13)
Mass balance diagram of Cationic Softener
2.40
2.4(F14)
Mass balance diagram of Reactive Softener
2.41
2.4(G-1)
Mass balance diagram of DOM
2.42
2.4(G-2)
Mass balance diagram of DBP
2.43
2.4(G-3)
Mass balance diagram of DBM
2.44
2.4(G-4)
Mass balance diagram of DOP
2.45
2.5
Line diagram of Proposed Effluent Treatment Plant
2.57
3.1
3.3
3.2
3.3
Wind rose Diagram for the month of December 2011
to February 2012
Sampling Location Map
Landuse Distribution of the Study Area
3.5
3.17
3.4
Landuse map
3.18
3.5
Satellite image
3.19
3.6
3.7
4.1
Distribution of workers and Non-Workers
Distribution of workers into sub-categories
Isopleths for Concentration of SO2 due to emission
from stacks for proposed scenario
Isopleths for Concentration of NOx due to emission
3.66
3.67
4.12
4.2
4.14
from stacks for proposed scenario
4.3
Isopleths for Concentration of PM due to emission
from stacks for proposed scenario
4.16
6.1
Maximum Concentration Foot Print for rupture of 200
L Methanol Drum
6.17
6.2
Flash Fire Envelope for rupture of 200 L Methanol
Drum
6.18
6.3
Intensity Radii for Pool Fire for rupture of 200 L
Methanol Drum
6.19
6.4
Maximum Concentration Foot Print for rupture of
1250 L Vinyl Acetate Container
6.21
6.5
Flash Fire Envelope for rupture of 1250 L Vinyl
Acetate Container
6.21
6.6
Intensity Radii for Pool Fire for rupture of 1250 L Vinyl
Acetate Container
6.22
6.7
Maximum Concentration Foot Print for rupture of 200
L Styrene Drum
6.23
6.8
Flash Fire Envelope for rupture of 200 L Styrene
Drum
6.24
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
VIII
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
6.9
Intensity Radii for Pool Fire for rupture of 200 L
Styrene Drum
6.25
6.10
Maximum Concentration Foot Print for rupture of 200
L Acrylonitrile Drum
6.26
6.11
Flash Fire Envelope for rupture of 200 L Acrylonitrile
Drum
6.27
6.12
Intensity Radii for Pool Fire for rupture of 200 L
Acrylonitrile Drum
6.28
6.13
Maximum Concentration Foot Print for rupture of 200
L Ammonia Drum
6.30
6.14
Flash Fire Envelope for rupture of 200 L Ammonia
Drum
6.30
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
IX
X
XI
XII
Untitled Page
Page 1 of 1
Minutes of 33rd f EAC (Industry - II)meeting dated 21st & 22nd March 2012
33.4.9.
Organic Chemical Unit at Sy.no.777/B/P, 780/P, 750/P, Village Bidaj, District Kheda, Gujarat by M/s NPL Industries Private Limited (TOR). Ministry vide letter dated 14th November, 2011 has awarded the TORs for Organic Chemical Unit at Sy.no.777/B/P, 780/P, 750/P, Village Bidaj, District Kheda,
Gujarat by M/s NPL Industries Private Limited. Now, project proponent has informed that plot area has been reduced from 14552 m2 to 9486.90 m2 and after revised land acquisition, the survey nos. of the plot are
777/B/P, 780/P, 748/P and 750/P, Village Bidaj, Near Vraj Integrated Textile Park, Taluka & District Kheda. The Committee recommended the proposal for amendment in the TOR regarding change of the plot location.
XII
http://environmentclearance.nic.in/Report/minutes.aspx
7/25/2012
COMPLIANCE OF ADDITIONAL TOR AWARDED BY MOEF
TOR NO.
DESCRIPTION OF TOR
COMPLIANCE
1
Executive summary of the project
Refer Chapter 9
2
Justification of the project.
Refer Section 1.4, Chapter 1,
Page no. 1.3
3
Promoters and their back ground.
Refer Section 1.2, Chapter 1,
Page no.1.2
4
Regulatory framework.
Refer Section 1.1, Chapter 1,
Page no. 1.1
5
A map indicating location of the project and
distance from critically/severely polluted
area
Refer Section 2.2, Chapter 2,
Page no. 2.2 for Project
location
Refer Figure no. 2.1 A for
location map
Project location is @ 25 Km
away from Ahmedabad which
is critically polluted area as
per ministry’s O.M. dated 13th
January, 2010.
6
Project location and plant layout.
Refer Section 2.2, Chapter 2,
Page no. 2.2 for Project
location
Refer Section 2.3.1, Chapter
2, Page no. 2.3 for Plant
layout
7
Infrastructure facilities including power
sources.
8
Total cost of the project alongwith total Refer Section 2.1, Chapter 2,
The project location is in the
vicinity of VITPL, an industrial
textile park being developed,
hence, basic infrastructure
facilities are available.
XIV
9
10
capital cost and recurring cost/annum for
environmental pollution control measures.
Project site location alongwith site map of
10 km area and site details providing
various industries, surface water bodies,
forests etc.
Present land use based on satellite
imagery for the study area of 10 km radius.
Page no. 2.1 – 2.2
Refer Section 2.2, Chapter 2,
Page no. 2.2, Figure no. 2.1A
& Table no. 2.1
Refer Section 3.7, Chapter 3,
Page no. 3.16
11
Location of National Park/Wild life Refer Section 2.2, Chapter 2,
sanctuary/Reserve Forest within 10 km Page no. 2.2, Table no. 2.1.
radius of the project.
There isn’t any national park /
wildlife sanctuary/ reserve
forest within 10 Km radius of
the project.
12
Details of the total land and break-up of the Refer Section 2.3.1, Chapter
land use for green belt and other uses.
2, Page no. 2.3, Table no. 2.2
13
List of products alongwith the production Refer Section 2.3.2, Chapter
capacities and list of solvents and its 2, Page no. 2.4 & 2.5, Table
recovery plan.
no. 2.3A & 2.3B
14
Detailed list of raw material required and Refer Section 2.3.3.1,Chapter
source,
mode
of
storage
and 2, Table no. 2.4, Page no. 2.7
transportation.
& 2.8
15
Manufacturing process details alongwith Refer Section 2.3.4, Chapter
the chemical reactions and process flow 2, Page no. 2.10 to 2.44,
chart.
Figure no. 2.4 (A-1 to ) (B-1
to) (C-1 to ) (D-1 to ) (E-1 to )
(F-1 to 15) (G-1 to 4)
16
Action plan for the transportation of raw Refer Section 2.3.3.1,Chapter
material and products.
2, Table no. 2.4, Page no. 2.6
17
Site-specific micro-meteorological data
using temperature, relative humidity, hourly
wind speed and direction and rainfall is
necessary.
Ambient air quality monitoring at 6 locations
within the study area of 5 km., aerial
coverage from project site as per NAAQES
18
Refer Section 3.2, Chapter 3,
Table no. 3.1, Figure no. 3.1,
Page no. 3.2 – 3.3
Refer Section 3.3, Chapter 3,
Page no. 3.4 to 3.8, Table no.
XV
19
notified on 16th September, 2009. Location
of one AAQMS in downwind direction.
One
season
site-specific
micrometeorological data using temperature,
relative humidity, hourly wind speed and
direction and rainfall and AAQ data (except
monsoon) for PM 10 , SO 2 , NOx including
VOCs shall be collected. The monitoring
stations shall take into account the predominant wind direction, population zone
and sensitive receptors including reserved
forests.
Data for water and noise
monitoring shall also be included.
3.3, Figure no. 3.2
For micro meteorological data
refer section 3.2, page no. 3.2
– 3.3
For AAQ data refer section
3.3, page no. 3.4 – 3.8
For water quality data, refer
section 3.4, page no. 3.8 –
3.12, Table no. 3.4 & 3.5
For noise intensity, refer
section 3.5, page no., 3.13,
Table no. 3.6
20
21
22
Air pollution control measures proposed for
the effective control of gaseous emissions
within permissible limits.
Design details of ETP, incinerator, if any,
alongwith control of Dioxin & Furan, boiler,
scrubbers/bag filters etc.
Refer Section 2.4.2, Chapter
2, Page no. 2.49,
Refer Section 2.4.1, Chapter
2, Page no. 2.47 – 2.50,
Figure no. 2.5
Details of water and air pollution and its Refer Section 4.3.1, Chapter
mitigation plan
4, Page no. 4.4 – 4.5 for
water pollution and its
mitigation
Refer Section 4.3.2, Chapter
4, Page no. 4.6 -4.17 for air
pollution and its mitigation
23
24
25
Action plan to control ambient air quality as Refer Section 4.3.2, Chapter
per NAAQES Standards notified by the 4, Page no. 4.6 -4.17 for air
Ministry on 16th September, 2009.
pollution and its mitigation
An action plan to control and monitor and dispersion modeling.
secondary fugitive emissions from all the
sources.
Determination of atmospheric inversion
level at the project site and assessment of
ground level concentration of pollutants
from the stack emission based on siteXVI
26
specific meteorological features. Air quality
modelling for proposed plant.
Permission from the concerned Authority
for the drawl of 150 m3/day water. Water
balance chart including quantity of effluent
generated recycled and reused and effluent
discharge.
Water is to be sourced from
VITPL
which
is
being
developed adjacent to the
site. VITPL has obtained
permission from CGWA for
withdrawal of ground water.
The wastewater will be
reused / recycled back in
process as well as utilities
after providing due course of
treatment, so as to curtail
down
fresh
water
requirement.
27
28
29
30
31
32
33
Action plan for ‘zero’ discharge of effluent
as proposed shall be included. Explore the
recycling of process water.
The details of solid and hazardous wastes
generation, storage, utilization and disposal
particularly related to the hazardous waste
calorific value of hazardous waste and
detailed characteristic of the hazardous
waste. Action plan for the disposal of fly
ash generated from boiler shall be
included.
Precautions to be taken during storage and
transportation of hazardous chemicals shall
be clearly mentioned and incorporated.
A copy of the Memorandum of
Understanding
signed
with
cement
manufacturers indicating clearly that they
will utilized all the organic solid waste
generated.
Authorization/Membership for the disposal
of
liquid
effluent
in
CETP
and
solid/hazardous waste in TSDF.
Risk
assessment
for
storage
for
chemicals/solvents.
Action
plan
for
handling & safety system.
An action plan to develop green belt in 33
% area
Refer Section 2.4.1, Chapter
2, Page no. 2.47 – 2.49
Refer Section 2.4.3, Chapter
2, Page no. 2.50
Refer Section 6.2, Chapter 6,
Page no. 6.2 – 6.11
Not applicable
Membership of CETP is not
applicable for this unit.
Refer Chapter 6
Refer Section 2.6, Chapter 2,
XVII
Page no. 2.53
34
35
36
37
38
39
40
41
42
Action plan for rainwater harvesting
measures at plant site shall be included to
harvest rainwater from the roof tops and
storm water drains to recharge the ground
water.
Occupational health of the workers needs
to be carried out. Action plan may be
included
Socio-economic development activities
shall be in place.
Refer Section 2.5, Chapter 2,
Page no. 2.51 – 2.52
Detailed Environment management Plan
(EMP) with specific reference to details of
air pollution control system, water &
wastewater
management,
monitoring
frequency, responsibility and time bound
implementation plan for mitigation measure
shall be provided.
EMP shall include the concept of wasteminimization, recycle / reuse / recover
techniques, Energy conservation, and
natural resource conservation.
Total capital cost and recurring cost/annum
for
environmental
pollution
control
measures.
Public
hearing
issues
raised
and
commitments made by the project
proponent on the same shall be included
separately in EIA/EMP Report in the form
of tabular chart with financial budget for
complying with the commitments made.
Any litigation pending against the project
and/or any direction/order passed by any
Court of Law against the project, if so,
details thereof.
A tabular chart with index for point wise
compliance of above TORs.
Refer Chapter 8
Refer Chapter 6
Refer Section 2.8, Chapter 2,
Page no. 2.53
Refer Chapter 8
Refer Section 2.1, Chapter 2,
Page no. 2.1 – 2.2
Will be part of REIA report on
completion of public hearing.
No case is pending against
the unit.
Part of REIA report.
XVIII
CHAPTER 1
1.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
CHAPTER -1
INTRODUCTION
1.1
Purpose of the Project
For g rowing m arket demand o f t he textile b inders a nd a uxiliaries C hiripal
Group ha s in tended to es tablish t he m anufacturing u nit named M/s N PL
Industries Private Limited. Very f ew qualitative m anufacturers are there in
the market, hence with the intention of better market supply and business
development NPL Industries has planned to establish the unit.
NPL Industries P vt. L td. in tends to s erve the c ustomers t hrough p roduction
of textile b inders, t extile a uxiliaries, a dhesive e tc. through inno vative
technology. NP L is looking for service driven business, to work closely with
customers t o m eet t heir s pecific need s a nd henc e, d elivering s atisfying
and efficient solutions.
The unit has a vision for the future; hence, it is working on developing niche
products for industries other than textiles like paint, leather, paper, packing
and surface coating.
The u nit in tends to engage i tself in manufacturing o f s ynthetic a dhesives
and a crylic b ased em ulsions f or the p aint and textile ind ustries in
commitment to world class standards.
The p roposed establishment f alls u nder the Item 5 (f) o f Schedule I of
Environmental Impact Assessment Notification dated 14/09/2006 under the
provisions o f E nvironmental P rotection Ac t, 1986. The location o f t he
proposed project is not within the any notified industrial estate; hence it will
be treated as Category A project.
As p er No tification, f or Category A
Project, it is nec essary to obtain
Environmental C learance C ertificate
(ECC)
from
the M inistry o f
Environment & F orest (MOE&F), GOI, New D elhi. A s a p rocedural p art i t i s
necessary to carry out Environmental Impact Assessment (EIA) Study as per
ToR approved by Expert Appraisal Committee (EAC) of MOE &F.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
1.2
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
NPL I ndustries had applied to E AC in prescribed F orm -1 f or o btaining
Environmental C learance a nd w ere c alled f or the s coping m eeting on
20/10/2011. Based on the application submitted and discussion held during
the s coping m eeting , TOR w as is sued b y E AC v ide letter no . F. N o. J 11011/382/2011-IA I I (I) dated 14th November, 20 11. TOR w as a mended in
terms of project l ocation (S. No.) as well as project area during the EAC –
Industrial P rojects I I, m eeting dated 2 2nd March, 2012 . The copy o f TO R
awarded by EAC along with its compliance status is the part of the report.
1.2
The Project Proponent
Ahmedabad is the main city in Gujarat for the business of Textile industries.
Textile binders and auxiliaries are an important material for textile industries.
Considering the m arket need , Chiripal G roup h as in tended to es tablish a
new u nit f or textile binders a nd a uxiliaries. The p roposed location also a n
ideal location, a s i t is in
the v icinity of Integrated textile p ark b eing
developed.
The details of key personnel of the unit are as follow :
•
Mr. J aiprakash Devkinandan Chiripal is t he director o f C hiripal
Industries L td. H e is a C ommerce g raduate w ith an experience of
more than 30 years in textile industrial sector. He plays the key role in
expansion a nd im plementation o f p rojects. He is a k ey p erson f or
overall s upervision o f p olicies laid d own b y the B oard of D irectors
and actively contributes in recruiting quality Human Resource.
•
Mr. Sanjay Premchand Bindal is the director of Chiripal Industries Ltd.
He is a Commerce graduate with an experience in chemical division
of textile industrial sector for m ore than 15 years . He l ooks after the
matters r elated to production, s ales, m arketing, f inance a nd
manufacturing.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
1.3
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
1.3
Brief Description of the Project
The unit will be established at Village – Bidaj, District – Kheda, Gujarat State,
which is in the vicinity to National Highway – 8.
To g ratify t he market d emand o f textile b inders a nd a uxiliaries, M /s NP L
Industries Pvt. Ltd. has deliberated to establish the manufacturing unit. The
proposed p roject will b e es tablished in @ 9500 s q.m. area. For t he
proposed project p ower r equirement will b e @ 2 00 K VA a nd w ill b e
satisfied through local electricity grid of Madhya Gujarat Vij Company Ltd.
Fresh w ater r equirement w ill be @ 1 63 KLD satisfied t hrough water
distribution system of VITPL . Lignite will be used as fuel. The estimated cost
of the proposed establishment is @ Rs. 1737 Lacs.
1.4
Justification of the Project
Chiripal group is the leading group in textile s ector. S ince m any years the
group is w orking in this s ector and ha s a g ood exp erience for the s ame.
This group has many units in textile sectors and has intended to establish a
new unit for manufacturing of textile binders and auxiliaries, which are very
useful materials for textile products.
Demand of the textile binders and auxiliaries has been raised from last few
years in textile units and processing units. There are few manufacturers are
available o f textile chemicals in India but a ll o f t hem ha ving their o wn
limitations. So, there is better market for new manufacturers of Bopp Tapes.
One of Bopp film plant is also there near this proposed area. So, it will also
help us to grow in adhesives. Due to lake of skill and capacity, adhesives
and p aint binders are b eing im ported from C hina a nd hence, there is
good scope for these products.
In Ahmedabad, there are numerous Textiles, Tapes and Paint units. The unit
intends to fulfill raw material requirements of chemicals, binders, adhesives
and auxiliaries with saving of various additional costs
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
1.4
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
1.5
Scope of Study
Present study has been conducted to fulfill the following objectives:
•
To d elineate the p roject a ctivities a long w ith a nticipated
sources o f p ollution a s w ell a s E nvironmental Management
System (EMS) to be adopted.
•
To d escribe t he p revailing b aseline e nvironmental q uality
within the impact zone (study area) based on one season field
studies.
•
To identify and predict the likely impacts due to establishment
of proposed manufacturing facility.
•
To outline EMP describing control technologies to be adopted
for mitigation of adverse impacts.
•
To d escribe the m easures to b e a dopted f or occupational
health a nd s afety of the w orkers a s w ell a s carry o ut R isk
assessment f or t he hazards associated with t he p roposed
project activities.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
CHAPTER 2
2.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
CHAPTER -2
PROJECT DETAILS
2.1
TYPE OF THE PROJECT
Demand of the textile binders and auxiliaries has been rising since last few
years in textile and processing units. Very few qualitative manufacturers are
there in the m arket, hence with the in tention of better m arket supply and
business development NPL Industries has planned to establish the unit.
NPL Industries P vt. L td. intends t o serve the c ustomers t hrough p roduction
of textile b inders, t extile a uxiliaries, a dhesive e tc. through inno vative
technology. NPL is looking for service driven business, to work closely with
customers t o m eet t heir s pecific need s a nd henc e, d elivering s atisfying
and efficient solutions.
The unit has a vision for the future, hence, it is working on developing niche
products for industries other than textiles like paint, leather, paper, packing
and surface coating.
The u nit in tends to engage i tself in manufacturing o f s ynthetic a dhesives
and a crylic b ased em ulsions f or the p aint a nd textile ind ustries in
commitment to world class standards.
The p roducts o f textile a pplications w ill b e m arketed w ith the na me o f
“CHIRITEX” brand. It is also having application in finishing of fabrics f various
types, bonding for flock powder on various fabrics, various effects like pearl
and novel etc.
The products having specific application in p aint industries will be marked
under brand name of “CHIRIBOND” and will have qualities like fast drying,
durability, r esistance t o w ashing, s crubbing, hig h g lass a nd water v apour
permeability.
There will be different products for external as well as internal applications
and coatings with finishes like high sheen and matt.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
2.2
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
The c ost for the p roposed m anufacturing p lant w ill b e @ Rs. 1 737 lacs,
which in cludes cost o f l and, b uilding a nd machineries. Out o f this,
approximately Rs. 5 0- 55 Lacs w ill b e toward implementation of E nv.
Pollution control measures. Recurring cost towards the same will be @ Rs. 5
Lacs/ month.
2.2
LOCATION OF THE PROJECT
The proposed p roject is c oming u p in the v icinity o f Textile P ark located
near village Bidaj, District Kheda, Gujarat S tate. National Highway – 8 is @
500 m d istance f rom t he p roject s ite. The c o-ordinate o f the s ite is
22°50'23.70"N & 72°36'35.00"E. The present land bearing S. No. 748/P, 750/P,
777/B/P & 780/P has been acquired by Vraj Integrated Textile Park Ltd. and
same ha s b een g iven to the u nit o n L ease f or 20 y ears. The l ease
agreement and copy of 7/12 is attached as Annexure A & B respectively.
The l ocation m ap is a ttached as Figure No. 2.1. The l ocation is
approximately @ 30 Km distance from Ahmedabad, w hich is d eclared a s
Critically polluted area as per O.M. of MoEF dated 13th January, 2009.
The selection of the site has been done based on following:
• Existence of park
• Availability of the adequate land
• Suitability
of
the
land f rom t opographical an d ge ological
considerations
• Minimum ha ulage d istance f or transportation of fuel a s well a s
finished goods.
The details o f physical environmental setting in t he v icinity o f t he project
site ha ve been g iven a t Table no. 2.1 and location m ap c overing 1 0 K m
radius is given at Figure no. 2.1A.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
2.3
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
TABLE NO. 2.1 PHYSICAL ENVIROMENTAL SETTING IN VICINITY OF THE SITE
Sr. No.
1
Particulars
Latitude and Longitude of the site
2
3
Nearest village
Nearby Water body
4
National Highway
5
6
Heritage Site
National park / Wild life sanctuary /
Reserved forest
2.3
Description Distance from Site
22°50'23.70"N
-72°36'35.00"E
Bidaj
2.23 Km
Gobhlaj
2.90 Km
Tank
NH - 8
@ 500m away
from the site
-Not within radius
of 10 Km from site.
--
THE PROJECT
2.3.1 Landuse Breakup within Plant Area
Land ar ea acquired by M /s. N PL Industries Pv t. L td. for the p roposed
project is @ 9500 sq.m., layout map of the same is shown at Figure no. 2.2.
The details of landuse break up is given at Table no. 2.2.
TABLE NO. 2.2 LAND USE BREAKUP OF THE SITE
Sr.
No.
1
2
3
Particulars
Land area
(sq.m.)
Plant facilities
Storage Area
(Raw materials & Finished
goods)
Administrative & other
buildings
Utilities
ETP area
HW storage area
Open Area & Roads
Green Belt / space
% of Total
Area
1250.00
1050.00
13.17
11.07
245.00
2.58
4
470.00
4.95
5
270.00
2.85
6
250.00
2.64
7
3451.90
36.38
8
2500.00
26.36
TOTAL
9486.90
100.00
The p lant l ayout s hown a t Figure no. 2.2 is p repared c onsidering
environmental and safety aspects and it is tentative. The unit will approach
the f actory d epartment f or the a pproval o f p lant / f actory b uilding a nd
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
2.4
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
final plant layout will be as per approval of factory department. The layout
is b eing planned c onsidering the nee d o f p lant machineries, separate
storage r equirements f or different chemicals, a dministration and p arking
requirement, p revailing wind d irection, nea rby inf rastructure facilities,
requirement of a pproachable p eripheral r oad f or exc avation a nd
emergency purpose of vehicular movement etc.
2.3.2 Product Profile
Details of products to be manufactured alongiwth its quantification is
presented at Table no. 2.3A & 2.3B.
TABLE NO. 2.3A MAJOR PRODUCT PROFILE
Sr.
No.
Name of Product
Production Capacity
(MT/M)
1
Textile Binders
1000
2
Textile Polysols
1000
3
Adhesives
1200
4
Paint Binder
600
5
Lather Binder
200
6
Auxiliaries
500
7
Plasticizers
500
TOTAL
5000
TABLE NO. 2.3B DETAILED PRODUCT PROFILE
Sr. No.
1
2
3
4
5
PRODUCTS
TEXTILE BINDERS
STYRENE ACRYLIC PRINTING BINDER
PURE ACRYLIC KHADI BINDER
VAM ACRYLIC PRINTING BINDER
STYRENE ACRYLIC KHADI BINDER
STYRENE ACRYLIC FLOCK BINDER
QUANTITY
1000 MT
200 MT
100 MT
400 MT
100 MT
200 MT
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
2.5
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
1
2
3
1
2
3
1
2
3
4
1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
2
3
4
TEXTILE POLYSOLS
CO – POLYMER PVA (POLYSOL)
HOMO POLYMER PVA (POLYSOL)
HOMO POLYMER PVA (POLYSOL)
ADHESIVES
LAMINATION ADHESIVE
PURE ACRYLIC BOPP TAPE ADHESIVE
PURE ACRYLIC BOPP TAPE ADHESIVE
PAINT BINDERS
PURE ACRYLIC PAINT BINDER
VAM ACRYLIC PAINT BINDER
STYRENE ACRYLIC PAINT BINDER
ACRYLIC THICKNER
LEATHER BINDERS
PURE ACRYLIC LEATHER BINDER
AUXILIARIES
MELAMINE FORMALDEHYDE RESIN
LOOP ACCELATOR
DISPERSING AGENT
X – CORE ALKALI NEUTRALISER
SEQUESTERING AGENT
PEROXIDE STABILIZER
DYE FXING AGENT
FOAMING AGENT
WETTING AGENT
WETTING AGENT
AMMONIUM STEARATE
MICRO AMINO SILICON
CATIONIC SOFTNER
CATIONIC SOFTNER
REACTIVE SOFTNER
PLASTICIZERS
DOM
DBP
DBM
DOP
TOTAL
1000 MT
400 MT
300 MT
300 MT
1200 MT
200 MT
800 MT
200 MT
600 MT
100 MT
200 MT
200 MT
100 MT
200 MT
200 MT
500 MT
100 MT
30 MT
30 MT
20 MT
20 MT
30 MT
40 MT
30 MT
30 MT
20 MT
30 MT
20 MT
40 MT
30 MT
30 MT
500 MT
150 MT
150 MT
100 MT
100 MT
5000 MT
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
2.6
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
2.3.3 Resource Requirement
2.3.3.1 Raw Material Requirement
The list of raw material required alongiwth its monthly requirement is given
at Table no. 2.4. It will b e p urchased f rom t he l ocal market. The d etails
regarding storage of major hazardous chemicals is given at Table no. 2.4A.
2.3.3.2 Energy Requirement
The p ower requirement @ 200 K W will be satisfied Captive p ower plant o f
Vraj I ntegrated T extile P ark L td. (VITPL). It is a lso p roposed to ins tall Diesel
based D.G. set of @ 100KVA, which will be operated in case of emergency
during p ower f ailure. During t he o peration of D.G. s et (@100 K VA), d iesel
will be consumed @ 20 L/hour.
The energy requirement in terms of power and fuel for proposed project is
presented at Table no. 2.5.
2.3.3.3 Water Requirement
The w ater r equirement f or the p roposed p roject w ill b e f or p rocess, u tility
(Boiler & C ooling), w ashing a nd d omestic p urpose. T he f resh w ater
requirement of @163 KLD will be satisfied through an integrated textile pakr
- VITPL w hich is b eing d eveloped j ust adjacent to the s ite.
VITPL ha s
obtained the p ermission o f C GWA for withdrawal o f g round water. T he
copy of lease deed between VITPL & NPL Industries Pvt. Ltd. is attached as
Annexure A.
The r aw w ater q uality being s upplied b y VITPL is g iven a t Table no. 2.6
whereas the pattern of water usage is given at Table no. 2.7.
The w ater b alance d iagram f or p roposed p roject ha s b een s hown a t
Figure no. 2.3.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
2.7
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
TABLE NO. 2.4 RAW MATERIAL CONSUMPTION
SR. NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
RAW MATERIAL
EPICHLOROHYDRINE
DMA 40
DEG
METHANOL
FORMALDEHYDE
PARAFORMALDEHYDE
BOREX
MELAMINE
REFINED SALT
EMULSIFIER CO 400
TRO
AMINO OIL 8630
AMINO OIL 4730
AMINO OIL 4910
EMULSIFIER STERO 13065
EMULSIFIER STERO 1309
EMULSIFIER STERO PEG 600
EMULSIFIER STERO 1203
ACETIC ACID
MALIC ANHYDRIDE
ACRYLIC ACID
HYDROGEN PEROXIDE
CAUSTIC SODA
EMULSIFIER HEDP
EMULSIFIER SA 100
MAGNESIUM CHLORIDE
EMULSIFIER STERO PEG 4000
EMULSIFIER STERO CSA 20
EMULSIFIER STERO COB
SOPAMINE P
SAWAX BW 300
PARAFIN WAX
EMULSIFIER CDA
DOM
OT PASTE
EMULSIFIER TDA 6 MOLE
DTC 100
STEARIC ACID
EMULSIFIER RJT 292
DEFORMER COMPOUND
QTY (KGS/Month)
16400
19200
5000
17000
43730
27900
500
20000
12050
10800
750
880
440
440
710
440
260
1080
60
1980
9550
510
4050
15760
1800
6090
8280
3360
810
7600
2346
795
852
32800
1500
8000
1000
8730
3780
300
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., Ahmedabad
2.8
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES
BY NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
SR. NO.
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
RAW MATERIAL
CITRIC ACID
FORMIC ACID
BUTYL
STYRENE
VAM
ETHYL ACRYLATE
ACRYLAMIDE
DBM
POTTASIUM PER SULPHATE
NITRASOL JR
SODIUM BI CARBONATE
EMULSIFIER OCA 25
EMULSIFIER RJT 329
MAA
AMMONIUM PER SULPHATE
LIQUER AMMONIA
SODIUM META BI SULPHITE
EMULSIFIER RJT 336
EMULSIFIER AOS
EMULSIFIER RJT 345
EMULSIFIER SLS LIQ.
EMULSIFIER X – 301
PVA GH 17
EMULSIFIER DIANOL 25
EMULSIFIER X – 405
EMULSIFIER RE – 610
EMULSIFIER ALPHOX 500
MMA
EMULSIFIER L 61
ACRYLONITRILE
BUTANOL & ISOMERS
OCTANOL & ISOMERS
PTHALIC ANHYDRIDE
MALEIC ANHYDRIDE
PARATOLUENE SULPHONIC ACID
QTY (KGS/Month)
7660
680
757340
115840
620440
143840
22745
89600
4800
6400
3500
5678
1600
24200
1620
18680
7065
1000
2250
5200
12610
6350
17800
3880
600
3100
600
26500
2000
9200
14400
15300
6200
9800
450
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TABLE NO. 2.4A STORAGE INVENTORY OF HAZARDOUS CHEMICALS
Sr.
No.
Name of
Hazardous
Chemicals
Maximum Storage
Quantity
1
Acrylamide
2
Ammonia
3
Formaldehyde
4
Vinyl Acetate
Monomer
Acrylonitrile
5
6
7
8
9
10
12
13
14
20 MT @ 25/50 Kg
bag
15 MT @ 220 Kg
drum / 1250 Kg
container / Tank
50 MT @220 Kg
drum / 1250 Kg
container / Tank
500 MT @ 40 MT*1
5 MT @ 25 Kg
Carboys /
Container
Methanol
10 MT
Epichlorohydrine 10 MT
Acetic acid
20 Kg
Hydrogen
150Kg
peroxide
Styrene
75 MT
Vinyl Acetate
40 MT
Monomer
Ammonia
10 MT
Formic acid
300 Kg
State of
Operation
Temperature &
Pressure
Ambient
Possible
type of
Hazards
Ambient
Toxic /
Flammable
Ambient
Flammable
Ambient
Flammable
Ambient
Fire, Toxic
Toxic
Ambient
Ambient
Ambient
Ambient
Ambient
Ambient
Ambient
Ambient
TABLE NO. 2.5 ENERGY REQUIREMENT
Sr. Particulars
No.
1
Fuel requirement : Lignite / Agro briquettes for
IBR Boiler
2
Power requirement
3
Diesel for D.G. set 100 KVA (for emergency)
Quantity
400 Kg / Hour
200 KW
20 L/hour
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Table No. 2.6 Raw Water Quality
Sr.
No.
Parameters
Unit
Value
1
pH
--
7.40
2
Colour
--
Colourless
3
Total dissolved solids
mg/L
1276.00
4
Suspended solids
mg/L
3.00
5
Total hardness as CaCO 3
mg/L
269.00
6
Magnesium hardness as CaCO 3
mg/L
50.00
7
Calcium hardness as CaCO 3
mg/L
34.00
8
Alkalinity
mg/L
445.00
9
Fluoride
mg/L
0.67
10
Sulphates
mg/L
211.0
(Source : RESPL)
Table No. 2.7 Details of Water Uses
Sr. No.
Source
Quantity (m3/day)
A
Domestic
B
Industrial
1
Process
75.5
2
Boiler Feed
36.5
3
Cooling Make up
19.0
4
Washing
15.0
5
Others – Gardening
10.0
TOTAL
7.0
163.0
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2.3.4 Manufacturing Process
The manufacturing process description has been described in the section
below, whereas process flow diagram has been given at Figure no. 2.4 to.
The major product profile is as under :
A. Textile binders
B. Textile polysols
C. Adhesives
D. Paint binder
E. Leather binder
F. Auxiliaries
G. Plasticizers
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(A) TEXTILE BINDERS
1. STYRENE ACRYLIC PRINTING BINDER
MONOMER VESSEL
Take DM water in vessel. Add emulsifier. Mix properly.
Charge butyl acrylate and styrene monomer. Add n-methylol
Acrylamide and methacrylic acid and mix properly.
ACTIVATOR
Take DM water and add ammonium per sulphate. Mix well.
REACTOR
Take DM water in vessel. Heat up to 85 degree. Add emulsifier.
Add partially monomer. Then start continuous addition of monomer
And activator for 3 hrs. Temp 90 +/-1 deg.
Hold for 1 hr. Cool and add post activation. Adjust pH and pack
Figure 2.4(A-1) : Mass balance diagram of Styrene Acrylic Printing Binder
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2. PURE ACRYLIC KHADI BINDER
MONOMER VESSEL
Take DM water in vessel. Add emulsifier. Mix well properly.
Add ethyl acrylate. Add n-methylol acrylamide and acrylic acid
Mix properly.
ACTIVATOR
Take DM water and add potassium per sulphate. Mix well.
Take DM water and add sodium meta bi sulphite. Mix well.
REACTOR
Take DM water in vessel. Add activator partly. Start continuous
Addition of monomer and activator. Control temperature
by cooling tower. Addition time 3 hrs, temp 62 +/- 1deg.
Hold for 1 hr. Cool and add post activation. Adjust pH and
As per specification.
Figure 2.4(A-2) : Mass balance diagram of Pure Acrylic Khadi Binder
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3. VAM ACRYLIC PRINTING BINDER
MONOMER VESSEL
Take DM water in vessel. Add emulsifier. Mix properly.
Add ethyl acrylate and vinyl acetate monomer. Add n-methylol
Acrylamide and mix properly.
ACTIVATOR
Take DM water and add ammonium per sulphate. Mix well.
REACTOR
Take DM water in vessel. Heat up to 85 degree. Start continuous
Addition of monomer and activator. Control temperature
By cooling tower. Addition time 3 hrs, temp 80 +/- 1deg.
Hold for 1 hr. Cool and add post activation. Adjust pH and
As per specification.
Figure 2.4(A-3) : Mass balance diagram of VAM Acrylic Printing Binder
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4. STYRENE ACRYLIC KHADI BINDER
MONOMER VESSEL
Take DM water in vessel. Add emulsifier. Mix properly.
Charge butyl acrylate and styrene monomer. Add n-methylol
Acrylamide and acrylic acid and mix properly.
ACTIVATOR
Take DM water and add potassium per sulphate. Mix well.
REACTOR
Take DM water in vessel. Heat up to 85 degree. Add emulsifier.
Add partially monomer. Then start continuous addition of monomer
And activator for 3 hrs. Temp 85 +/-1 deg.
Hold for 1 hr. Cool and add post activation. Adjust pH and pack
As per specification.
Figure 2.4(A-4) : Mass balance diagram of Styerene Acrylic Khadi Binder
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5. STYRENE ACRYLIC FLOCK BINDER
MONOMER VESSEL
Take DM water in vessel. Add emulsifier. Mix properly.
Charge butyl acrylate and styrene monomer. Add n-methylol
Acrylamide and mix properly.
ACTIVATOR
Take DM water and add ammonium per sulphate.mix well.
Take DM water and add sodium meta bi sulphite.mix well.
REACTOR
Take DM water in vessel. Heat up to 82 degree. Start continuous
Addition of monomer and activator. Control temperature
Hold for 1 hr. Cool and add post activation. Adjust pH and
Pack as per specification.
Figure 2.4(A-5) : Mass balance diagram of Styerene Acrylic Flock Binder
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(B) TEXTILE POLYSOLS
1. CO - POLYMER PVA ( POLYSOL)
MONOMER VESSEL
Take vinyl acetate monomer and di-butyl maleate.
Mix properly.
ACTIVATOR
Take DM water and add potassium per sulphate. Mix well.
REACTOR
Take DM water and add natrosol jr powder prepares colloidal solution.
Hold for 1 hrs. Add buffer. Then start continuous addition
Of monomer and activator for 6 hrs. Control temp 80 deg.
Hold for 1 hrs. Cool and add post activation and adjust as
Per specification.
Figure 2.4(B-1) : Mass balance diagram of Co-polymer PVA(Polysol)
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2. HOMO - POLYMER PVA ( POLYSOL)
MONOMER VESSEL
Take vinyl acetate monomer.
ACTIVATOR
Take DM water and add potassium per sulphate.mix well.
REACTOR
Take DM water add PVA powder and prepares colloidal solution.
Hold for 1 hrs. Add buffer. Then start continuous addition
Of monomer and activator for 6 hrs. Control temp 80 deg.
Hold for 1 hrs. Cool and add post activation and adjust as
Per specification.
Figure 2.4(B-2) : Mass balance diagram of Homo polymer PVA(Polysol)
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3. HOMO - POLYMER PVA ( POLYSOL)
MONOMER VESSEL
Take vinyl acetate monomer.
ACTIVATOR
Take DM water and add potassium per sulphate.mix well.
REACTOR
Take dm water add PVA powder prepares colloidal solution.
Hold for 1 hrs. Add buffer. then start continuous addition
Of monomer and activator for 6 hrs. Control temp 80 deg.
Hold for 1 hrs. Cool and add post activation and adjust as
Per specification.
Figure 2.4(B-3) : Mass balance diagram of Homo polymer PVA(Polysol)
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(C) ADHESIVES
1. LAMINATION ADHESIVE
MONOMER VESSEL
Charge vinyl acetate monomer, butyl acrylate, di – butyl maleate,
Di – octyl maleate, acrylamide and emulsifier
ACTIVATOR
Take DM water and add potassium per sulphate.mix well.
REACTOR
Take DM water in vessel. Heat up to 85 degree. Add emulsifier.
Add partially monomer. Then start continuous addition of monomer
And activator for 5 hrs. Temp 85 +/-1 deg.
Hold for 1 hr. Cool and add post activation. Adjust pH and pack
Per specification.
Figure 2.4(C-1) : Mass balance diagram of Lamination Adhesive
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2. PURE ACYLIC BOPP TAPE ADHESIVE
MONOMER VESSEL
Take DM water in vessel. Add emulsifier. Mix properly.
Add butyl acrylate and methacrylic acid. Mix well
ACTIVATOR
Take DM water and add potassium per sulphate. Mix well.
REACTOR
Take DM water in vessel. Heat up to 82 degree. Start continuous
Addition of monomer and activator. Control temperature
By cooling tower. Addition time 3 hrs, temp 85 +/- 1deg.
Hold for 2 hr. Cool and add post activation. Adjust pH and
Pack as per specification.
Figure 2.4(C-2) : Mass balance diagram of Pure Acrylic BOPP Tape Adhesive
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3. PURE ACYLIC BOPP TAPE ADHESIVE
MONOMER VESSEL
Take DM water in vessel. Add emulsifier. Mix properly.
Add butyl acrylate and methacrylic acid. Mix well
ACTIVATOR
Take DM water and add potassium per sulphate.mix well.
REACTOR
Take DM water in vessel. Heat up to 82 degree. Start continuous
Addition of monomer and activator. Control temperature
By cooling tower. Addition time 3 hrs, temp 85 +/- 1deg.
Hold for 2 hr. Cool and add post activation. Adjust pH and
Pack as per specification.
Figure 2.4(C-3) : Mass balance diagram of Pure Acrylic BOPP Tape Adhesive
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(D) PAINT BINDERS
1. PURE ACRYLIC PAINT BINDER
MONOMER VESSEL :-
Take dm water in vessel. Add emulsifier and acrylamide. Mix properly.
Charge butyl acrylate and methyl methacrylate. Add methacrylic acid.
ACTIVATOR :-
Take DM water and add potassium per sulphate. Mix well.
REACTOR :-
Take DM water in vessel. Heat up to 85 degree. Add emulsifier.
Add partially monomer. Then start continuous addition of monomer
And activator for 3 hrs. Temp 85 +/-1 deg.
Hold for 1 hr. Cool and add post activation. Adjust pH and pack
Per specification.
Figure 2.4(D-1) : Mass balance diagram of Pure Acrylic Paint Binder
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2. VAM ACRYLIC PAINT BINDER
MONOMER VESSEL :-
Charge butyl acrylate and vinyl acetate monomer
ACTIVATOR :-
Take DM water and add potassium per sulphate. Mix well.
REACTOR :-
Take DM water in vessel. Add PVA powder and prepare colloidal solution.
Add partially monomer. Then start continuous addition of monomer
And activator for 5 hrs. Temp 80 +/-1 deg.
Hold for 2 hr. Cool and add post activation. Adjust pH and pack
Per specification.
Figure 2.4(D-2) : Mass balance diagram of VAM Acrylic Paint Binder
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3. STYRENE ACRYLIC PAINT BINDER
MONOMER VESSEL
Take DM water in vessel. Add emulsifier and acrylamide. Mix properly.
Charge butyl acrylate and styrene monomer. Add acrylic acid
ACTIVATOR :-
Take DM water and add potassium per sulphate. Mix well.
REACTOR :-
Take DM water in vessel. Heat up to 85 degree. Add emulsifier.
Add partially monomer. Then start continuous addition of monomer
And activator for 3 hrs. Temp 85 +/-1 deg.
Hold for 1 hr. Cool and add post activation. Adjust pH and pack
As per specification.
Figure 2.4(D-3) : Mass balance diagram of Styrene Acrylic Paint Binder
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4. ACRYLIC THICKNER
MONOMER VESSEL :-
Take DM water in vessel. Add emulsifier. Mix properly.
Charge ethyl acrylate and methacrylic acid. Mix well
ACTIVATOR :-
Take DM water and add ammonium per sulphate.mix well.
REACTOR :-
Take DM water in vessel. Heat up to 90 degree. Start continuous
Addition of monomer and activator. Control temperature
By cooling tower. Addition time 2 hrs, temp 90 +/- 1deg.
Hold for 2 hr. Cool and add post activation. Pack as per specification.
Figure 2.4(D-4) : Mass balance diagram of Acrylic Thickner
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(E) LEATHER BINDERS
1. PURE ACRYLIC LEATHER BINDER
MONOMER VESSEL :-
Take DM water in vessel. Add emulsifier and acrylamide. Mix properly.
Charge butyl acrylate, ethyl acrylate and acrylonitrile
Add acrylic acid and mix well
ACTIVATOR :-
Take DM water and add potassium per sulphate. Mix well.
REACTOR :-
Take DM water in vessel. Add emulsifier and partially monomer
Then start continuous addition of monomer and activator for 3 hrs.
Temp 72 +/-1 deg. Hold for 2 hr. Cool and add post activation.
Adjust pH and pack as per specification
Figure 2.4(E-1) : Mass balance diagram of Pure Acrylic Leather Binder
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(F) AUXILLARIES
1. MELAMINE FORMALDEHYDE BASE RESIN
In vessel, charge methanol, formaldehyde and rec. Methanol
Then under stirring add melamine, deg, borex, paraformaldehyde, refined salt
Material heat up to 80 degree then reaction holds for 5 hrs. Then adjust ph.
Start vacuum and collect recovered methanol
Then send sample in lab for qc report
Then cool and pack as per specification
Figure 2.4(F-1) : Mass balance diagram of Melamine Formaldehyde Resin
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2. LOOP ACCILATOR
Charge DM water in vessel. Add emulsifier co 400 and TRO for half an hour.
Hold for 1 hrs. Then cool and pack as per specification
Figure 2.4(F-2) : Mass balance diagram of Loop Accelator
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3. DISPERSING AGENT
Charge DM water in vessel. Add malic anhydride heat up to 60 degree.
Then cool up to 45 degree and add caustic soda for 1 hr
Again heat up to 100 degree. Addition of acrylic acid and hydrogen peroxide
For 4 hrs. Hold for 3 hrs. Then cool and pack as per specification
Figure 2.4(F-3) : Mass balance diagram of Dispersing Agent
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4. X – CORE ALKALI NEUTRALISER
Charge DM water in vessel under stirring.
Then add citric acid and formic acid
Stir well four half hour and pack as per specification
Figure 2.4(F-4) : Mass balance diagram of X-Core Alkali Neutraliser
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5. SEQUESTERING AGENT
Charge DM water and add emulsifier HEDP under stirring in vessel for half
Hour.
Pack as per specification
Figure 2.4(F-5) : Mass balance diagram of Sequestering Agent
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6. PEROXIDE STABILIZER
Charge DM water in vessel and heat up to 70 degree temp.
Then add emulsifier OCA 25, emulsifier SA 100 and magnesium chloride under
Stirring. Control temp @ 70 degree
Hold for 2 hr. Cool and add post activation. Pack as per specification
Figure 2.4(F-6) : Mass balance diagram of Peroxide Stabilizer
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7. DYE FIXING AGENT
Charge DM water, DMA 40 and di ethylin glycol in vessel.
Then addition of epichlorohydrine for 8 hrs.
Control temp @ 40 degree
Hold for 1 hr. Cool and add post activation. Pack as per specification
Figure 2.4(F-7) : Mass balance diagram of Dye Fixing Agent
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8. FOAMING AGENT
Charge DM water and emulsifier SLS liq. In vessel and heat up to 80 degree
Then add emulsifier peg 4000, CSA 20, STERO 1203 and stero COB
Hold for 1 hr. Cool and add post activation. Pack as per specification
Figure 2.4(F-8) : Mass balance diagram of Foaming Agent
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9. WETTING AGENT
Charge DM water in vessel and heat up to 70 degree temp. Then added DTC 100
Then addition of emulsifier TDA 6 mole for 2 hrs. Control temp @ 70 degree
Hold for 1 hr. Cool and add post activation. Pack as per specification
Figure 2.4(F-9) : Mass balance diagram of Wetting Agent
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10. WETTING AGENT
Charge di – octyl maleate, methanol and OT paste
Then add solution of water and sodium meta bi sulphate
Heat up to 103 degree and reaction timing 4 hrs
Cool and pack as per specification
Figure 2.4(F-10) : Mass balance diagram of Wetting Agent
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11. AMMONIUM STEARATE
Charge DM water in vessel and heat up to 70 degree temp. Then added stearic
Acid and emulsifier CDA and ammonia
Reaction timing 2 hrs. Control temp @ 65 to 70 degree
Hold for 1 hr. Cool and add post activation. Pack as per specification
Figure 2.4(F-11) : Mass balance diagram of Ammonium Stearate
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12. MICRO AMINO SILICON
Under stirring addition of amino oil 8630, amino oil 4730, amino oil 4910
Then addition of emulsifier stero 13065, emulsifier stero 1309, emulsifier
Stero peg 600, emulsifier stero 1203 and acetic acid stir well for 1 hr.
Addition of water half an hour properly then heat up to 60 degree
Then cool and pack as per specification
Figure 2.4(F-12) : Mass balance diagram of Micro Amino Silicon
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13. CATIONIC SOFTNER
Charge DM water in vessel and heat up to 100 degree temp. Then add sawax
BW 300, parafin wax, emulsifier CDA, emulsifier CSA 20 and refined salt
Reaction timing half hour. Control temp @ 100 degree
Hold for 1 hr. Cool and add post activation. Pack as per specification
Figure 2.4(F-13) : Mass balance diagram of Cationic Softner
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14. REACTIVE SOFTNER
Charge water in vessel under stirring. Add emulsifier OCA 25 and RJT 292.
Then addition of epichlorohydrine for 2 hrs.
Control temp 65 +/-1 deg.
Hold for 1 hr. Cool and add post activation deformer. Adjust pH and pack
As per specification.
Figure 2.4(F-14) : Mass balance diagram of Reactive Softner
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(G) PLASTICIZERS
1. PLASTICIZING ESTER (DOM)
Charge Octonal In a Vassel, Under StIrring add maleic and P.T. SA,
Start heating heat it up to 150ºC, Maintan temp. for 2 to 2.5 HR.,
Then sent sample for Q.C. Report, then cooling and pack as per specification
Figure 2.4(G-1) : Mass balance diagram of DOM
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2. PLASTICIZING ESTER (DBP)
Charge N-Butanol In a Vassel, Under Stirring add Phthalic anhydride and P.T. SA,
Start heating heat if up to 160ºC to 170ºC , Maintan temp. for 5 HR.,
Then sent sample for Q.C. Report, then cooling and pack as per specification
Figure 2.4(G-2) : Mass balance diagram of DBP
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3. PLASTICIZING ESTER (DBM)
Charge N-Butanol In a Vassel, Under Stirring add maleic anhydride and P.T. SA,
Start heating heat if up to 160ºC to 170º C , Maintan temp. for 6 HR.,
Then sent sample for Q.C. Report, then cooling and pack as per specification
Figure 2.4(G-3) : Mass balance diagram of DBM
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4. PLASTICIZING ESTER (DOP)
Charge Octonal In a Vassel, Under Stirring add Phthalic anhydride and P.T. SA,
Start heating heat if up to 150ºC, Maintan temp. for 4 HR.,
Then sent sample for Q.C. Report, then cooling and pack as per specification
Figure 2.4(G-4) : Mass balance diagram of DOP
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2.3.5 Major Equipments
The list of major equipments/machinery required for the proposed
production is given at Table no. 2.8
Table No 2.8 Major Equipments
Sr. No.
1.
2
3
4
Name of Equipment
Reaction Vessels for Binder
Monomer Vessels
Reaction Vessels for Auxiliaries
Catalyst Tank
Nos.
Capacity
3
15 T
3
10 T
2
5T
2
3T
1
2T
1
1.5 T
1
11 T
2
7T
1
3T
2
2T
2
1T
3
2T
3
1.2 T
2
0.6 T
2
1T
4
0.5 T
2
0.3 T
6
0.25 T
5
Transfer pump
8
--
6
Vaccum pump
5
--
7
Stirrer
5
--
8
Lift
2
1T
9
Pallet
6
--
10
Trolley
8
--
11
Hydraulic stacker
1
2T
12
Cooling tower
1
270 TFR
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13
Boiler
1
3 TPH
14
R.O. Plant
2
60 m3/day
(each)
15
D.M. Plant
1
60 m3/day
16
Electronic weighing scale
8
300 Kg
2
30 Kg
1
200 g
3
15 T
1
10 T
2
6T
1
40 HP
1
25 HP
1
40 HP
1
25 HP
17
18
19
Tank Weighter
Cooling tower pump
Fire pump
20
Diesel Generator Set
1
100 KVA
21
Crock meter
1
--
22
Single hopper machine
1
--
23
Padding machine
1
--
24
Jet machine
1
--
25
Karlfischer titration machine
1
--
26
Scrubber drier machine
1
--
27
Hot air oven
1
--
28
Transformer
1
--
29
Pannel
1
--
2.4 SORUCES OF POLLUTION
2.4.1 Liquid Effluent
As c an b e s een f rom t he m anufacturing p rocess d iagram, t he m ajor
quantity of process water goes as part of product, hence, the quantity of
process w astewater g enerated is l ess in c ompare to p rocess w ater
consumption. The main source wastewater generation from utilities such as
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RO plant, DM plant, Boiler and Cooling is RO reject, DM regeneration, Boiler
blow down and Cooling bleed off respectively.
Based o n the w ater b alance diagram s hown in
Figure no. 2.3 the
wastewater quantity from different sources has been estimated and given
at Table no. 2.9A.
Table No. 2.9A Details of Effluent Generation
Sr. No.
Source
Effluent Generation in
m3/day
A
Domestic
B
Industrial
1
Process
Nil
2
Boiler blow down
0.5
3
Cooling bleed off
2.0
4
Washing
15.0
5
Others (RO r eject, &
DM R
egeneration,
Softening
regeneration)
40.0
TOTAL of Industrial
57.5
TOTAL of Domestic & Industrial
65.5
8.0
Domestic w astewater w ill b e d ischarged through s eptic tank s ystem.
Wastewater from p rocess a nd u tilities w ill b e c ollected in c ollection tank
and taken to neu tralization tank for c orrection o f p H. The neu tralized
wastewater will be allowed to settle in Settling Tank. Supernatant from th e
settling tank w ill be passed through R O system. T he product w ater w ill b e
reused for process and utility within the premises. The reject will be taken to
second stage RO. The product water from second stage RO will be taken
to Treated w ater collection tank, w hereas r eject w ater w ill b e taken for
thermal destruction. The d etails of E TP u nits have b een given at T able no.
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2.9B, whereas the line diagram of the proposed treatment scheme is given
at Figure no. 2.5
Table No. 2.9B Details of Effluent Treatment Plant
Sr. No.
Treatment unit
Nos
Volume/Capacity
1
Screen chamber
1
1 KL
2
Oil & Grease Trap
1
15 KL
3
Collection tank cum
2
30 KL
1
10 KL with surface area
neutralization tank
4
Primary Settling Tank
of at least 3.0 m2
5
Treated Effluent
1
80 KL
Holding Tank
6
Sludge Drying Beds
2
2.0 m x 2.0 m (each )
7
1st Stage R.O.
1
75 m3/day
8
2nd Stage R.O.
1
35 m3/day
9
Evaporator
1
300 L/hour
2.4.2 Gaseous Emissions
The sources of gaseous emission identified are from the Boiler as well as
fugitive emissions from handling of raw materials.
The unit proposes to install Lignite / agro briquettes based boiler of 3 TPH
Capacity. The height for the boiler stack has been computed as
prescribed guidelines of MoEF, based on the SO2 emission rate in KG/hr
considering 100 % lignite consumption.
The fugitive emissions due to handling and storage of chemicals will be
handled by suitable engineering and administrative practices.
The details of the Air Pollution Control Measures are given at Table no. 2.10.
The proposed project location is adjacent to national highway as well as
VITPL, having well established infrastructure including roads. The traffic load
to be increased due to proposed project for the transportation of finished
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goods and raw materials will be low in comparison with the entire industrial
park.
Table No. 2.10 Details of Air Pollution Control System
Sr.
No.
Attached To
1
Steam boiler
Fuel used
Fuel
Consumption
Lignite / Agro
@ 400 Kg/hour
briquettes
Stack
Height
in m
Pollution control
measures
30 m
Multi cyclone
2.4.3 Solid & Hazardous Waste Generation
The details of solid and hazardous waste generation and its handling and
management has been presented in Table no. 2.11. Approximately 250
sq.m. area has been earmarked for storage of hazardous waste covered
with pucca roof top.
TABLE NO. 2.11 Details of solid waste/Hazardous Waste
Sr.
No.
1
2
3
4
Description
Category
Quantity
Method of Storage and
per Month
Disposal
2 MT
Waste will b e sold a s l ow
cost binders / auxiliaries
2 MT
Waste w ill b e s ent to the
TSDF site
Process Waste
24.1
Waste from
Pollution Control
Facility
Used Oil
34.3
5.1
50 Kg
Discarded
Containers /
Bags / Drums /
cylinders
33.3
5000 Nos.
This u sed lubricating o il
arising f rom D .G. S et a nd
reduction g ear w ill b e
collected in d rums, s tored
and reused.
Will b e s old o ut to
authorized r ecyclers /
reusers.
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2.5 RAIN WATER HARVESTING
As p er the p roposed s cheme, r ain w ater f rom the r oof o f each b uilding;
process a rea and p aved r oads w ill b e d irected towards the p ercolation
wells for recharging the ground water aquifer.
Description
Area (m2)
Total Land Area
:
9486
Roof Area (approx.)
:
2545
Road/Paved Area (approx.)
:
3451
Green Belt Area (approx.)
:
2500
Most of the rain water falling onto the garden/open area would probably
percolate in the soil there itself.
Thus, Rainfall Catchment area = Roof area + Road area
= 2545 + 3451
= 5996 m²
Intensity of rainfall in the project area
Intensity of Rainfall
Average
Maximum (in a
day)
Annual Rainfall in Region
:
803 mm *
102 mm /24 hrs**
Monsoon Period
:
35.8 days /year*
80 days **
Rainfall Per Day
:
22.44 mm/day
102 mm /day
Total rainfall on plot area
:
11,690 m3/year
1,484 m3/day
* Climatological Tables of Observatories in India by Indian Meteorological
Department
** Gujarat State Disaster Management Authority (GSDM) – 10 Sept. 2010.
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Calculation of total run off
Average Runoff
Through Roof Area
Through Paved/ Road
Average
:
:
Total
:
Total Runoff (Runoff co-
:
efficient assumed 0.8)
57 m3/day
77 m3/day
Maximum (in a day)
[(2545) x
(22.44/1000)]
[(3451 ) x
(22.44/1000)]
260 m3/day
352 m3/day
[(2545) x
102/1000)]
[(3451 ) x
102/1000)]
134 m3/day
(77 + 57)
612 m3/day
(260 + 352)
107 m3/day
(134 x 0.8)
490 m3/day
(612 x 0.8)
Proposed Quantity that can be harvested:
= Total Runoff x Monsoon Period
= 107 m3/day x 35.8 days/year (Avg.) = 490 m3/days x 80 days (max.)
= 3830 m3/year
= 39,200 3/year
Total Percolating Area Required:
= Required Percolating Capacity / Vertical Assimilation Rate
= 490 m3/ day/ (10 m3/ m2/ day) (assumed for Maximum rainfall
intensity)
= 49 m2
Therefore the total percolating area of the water harvesting structure
should be 50 m2 (for Maximum rainfall intensity).
Percolating surface area of a 0.15 m Φ Bore
=πxDxL
= 3.14 x 0.15 x 40 = 18.84 m2
Percolating well to be provided = 3
Thus with 3 harvesting structures, total percolating area will be 56.52
m2 which is more than required
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2.6 GREEN BELT DEVELOPMENT PLAN
Green belt / zone will b e developed within a rea of @ 2 500 s q.m. T he
services o f q ualified horticulturist w ill b e r endered t o s elect the s pecies t o
be grown in the premises. Annual budget of Rs. 2.0 Lacs will be allocated
towards green belt / zone development activities.
2.7 ENVIRONMENT, HEALTH & SAFETY
The unit is committed towards the Health and Safety of workers. The unit will
provide adequate number of first aid boxes at strategic locations and give
training to designated person for the emergency purpose. The unit will also
appoint part-time m edical o fficer f or m edical a ssistance a nd f or ens uring
the better health of workers.
2.8 COMPLIANCE TO VARIOUS STATUTORY GUIDELINES
Being c ommitted
towards
the en vironment p rotection, sustainable
development a nd industrial d evelopment, the d eveloper will f ollow a nd
implement the guidelines issued under Charter for Corporate Responsibility
for Environment Protection (CREP) for Chemical industry.
2.9 CORPORATE SOCIAL RESPONSIBILITY
The b asic r equirement o f the c ommunity need s w ill b e s trengthened b y
organizing hea lthcare c amp, ed ucational f acilities, s kill t raining to the
community, sports activities and other similar in the area. NPL Industries Pvt.
Ltd. is a g roup c ompany o f C hiripal G roup, w hich is u ndertaking various
CSR ac tivities as a gr oup. Through the s ocial c ommitment the group
intends to p romote i nitiatives, f or the ed ucational a nd hea lth a wareness
amongst the weaker sections of the society. Every year on “Director Day”,
the g roup organize v oluntary B lood Donation d rive w ith the s upport o f
recognized Blood Centre, at corporate office and all over the Group units.
Keeping in v iew the G roup’s C SR a ctivities, Industry w ill also initiate s uch
kind of activities either by providing or by contributing to local NGOs in the
area, which will help in uplifting the living standards of local communities.
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Figure 2.2 Layout Map of the Project Site
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Figure 2.3 Water Balance Diagram
Total Water
163
Domestic
10
Industrial
146
Gardening
7
R.O. Feed
112
Softening Plant
19
R.O. Product
75
D.M. Plant
50
D.M. Water
48
Process
48
R.O. Reject
37
Soft
Water
18
Washing
15
Softening
Reject
1
Boiler
25 + 36
Condensate
Recovery
36
D.M. Regeneration
2
Cooling
Tower
18
Evaporation
Losses
24.5
Boiler Blow
down 0.5
Cooling Evaporation
Losses
Bleed off
16
2
To ETP
57.5
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Figure 2.5 Line Diagram of Proposed Effluent Treatment Plant
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CHAPTER 3
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CHAPTER – 3
BASELINE ENVIRONMENTAL SETTING
3.1 INTRODUCTION
To assess environmental impacts from proposed project at a specific location
it is essential to monitor the environment quality prevailing in the surrounding
area prior to implementation of the proposed project. The environment status
within the s tudy a rea c ould b e u sed f or id entification o f s ignificant
environmental issues to be addressed in the impact assessment study.
The impact from an existing industrial project on its surrounding environment
are m ainly r egulated b y t he na ture o f the p ollutants, t heir q uantities
discharged t o the environment, exis ting env ironmental q uality, a ssimilative
capacity of the surrounding environment and topography and terrain of the
project s ite (its l ocation) a s w ell as the s urrounding area. I n order to id entify
and establish the extent of l ikely impacts, it is essential to gather information
on exis ting env ironmental q uality w ith r egard to v arious c omponents o f the
environment.
For c ollecting the baseline inf ormation, p rimary d ata w ere g enerated
wherever p ossible a nd the o ther in formation w as g athered from s econdary
data s ources. For the p rimary d ata, study a rea w as s elected th at i ncluded
towns a nd v illages within 1 0 k m r adius c onsidering t he p roject s ite a s a
center.
3.2 MICROMETEOROLOGY OF THE AREA
A g eneral d escription o f w eather w hich includes diurnal a nd s easonal wind
pattern a nd w ind direction, hu midity e tc is nec essary to id entify those
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features o f the l ocal, s ub r egional a nd r egional meteorology that in fluence
the air quality in area of the proposed project.
Site s pecific m eteorological d ata f or study p eriod f rom December 2011 t o
February 2012 has b een c ollected f rom weather m onitoring station l ocated
at t he Vraj I ntegrated T extile P ark L td. The m aximum temperature re corded
for a p eriod b etween December 2011 t o February 2012 was d uring the
month o f April, 43
oC
whereas t he m inimum t emperature r ecorded was
during the month of February, 13o C. The relative humidity levels varied from 7
to 90. The maximum, m inimum a s well a s r elative hu midity f or a p eriod o f
February 2011 to April 2011 are presented at Table No. 3.1.
Table No. 3.1 Micrometeorological Data
Month
Dec-11
Jan-11
Feb-11
Temperature oC
Maximum
Minimum
34
12
32
9
33
10
humidity %
Maximum
Minimum
90
22
93
21
89
15
(Source: RESPL)
3.2.1 Wind rose
Based on site specific meteorological data, wind roses have been prepared
for t he
winter s eason
period
between D ec-11
to F eb-12. As p er
meteorological data it shows that average wind speed in the winter season is
0.51 m /s a nd with m aximum wind s peed o f 4.0 m/s and p redominant w ind
direction b lowing f rom NE d uring t he morning time a nd N W d uring the
evening t ime. Based on site s pecific meterological data wind r oses ha ve
been prepared for the month Dec 2011 – Feb 2012. Based on meteorological
data wind rose prepared for winter season is shown at Figure 3.1.
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FIGURE 3.1 Wind Rose Diagram for the Month of Dec 2011 to Feb
2012
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3.3 AIR ENVIRONMENT
3.3.1 Ambient Air Quality (AAQ)
The b asic o bjective of c ollection o f base line d ata f or a ir e nvironment is to
identify p roject s pecific a ir p ollutants b eing r eleased int o the a tmosphere,
which will have significant impact on air environment of immediate vicinity of
the proposed project site. For assessment of the baseline data it is important
to specify the s tudy area in r espect of the location of the proposed project
at Village: Bidaj, Dist: Kheda. It was decided to study ambient air quality at 6
locations in d ifferent d irections in the p robable i mpact z one inc luding t he
project site.
3.3.1.1 Location of AAQ Monitoring Stations
Ambient air q uality s tations w ere c hosen c onsidering the various factors l ike
the most prevailing wind direction, terrain of the area, pockets of habitation,
available inf rastructure f acilities like p ower s upply, a ccessibility e tc. T he
location of AAQ monitoring stations are shown in f igure no. 3.2(a) and 3.2(b)
and tabulated at Table no. 3.2.
Table No. 3.2 Sampling Locations
Sr.
No.
Location
Direction from
the Site
Distance (Km)
District
1.
NPL site
--
--
Kheda
2.
Bareja
NW
2.00
Daskroi
3.
Bidaj
NE
1.85
Kheda
4.
Pingalaj
SW
3.23
Kheda
5.
Sarsa
E
2.50
Kheda
6.
Navagam
SW
4.60
Kheda
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FIGURE 3.2 SAMPLING LOCATIONS MAP
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3.3.1.2 Base Line Data
The f requency of m onitoring w as twice in a w eek f or a p eriod o f 1 2 w eeks
(commencing from 5th December 2011) to assess the existing sub regional air
quality status. Analytical methods prescribed by CPCB were used for carrying
out a ir q uality m onitoring. A t a ll t hese s ampling locations PM 2.5 , PM 10 , S O 2 ,
NO x and VOCs were monitored on 24 hourly basis to enable the comparison
with ambient air quality standards prescribed by the Central Pollution Control
Board (CPCB).
Based o n d ata o btained t hrough a mbient a ir q uality s urvey the s tatement
showing maximum, m inimum, a verage concentration, 98 p ercentile and 7 5
percentile values a t d ifferent m onitoring locations in the s tudy a rea ha ve
been computed and presented at Table No. 3.3.
Table No. 3.3 Ambient Air Quality Status of Study Area
LOCATION
MAX.
VALUE
MIN.
VALUE
AVG.
VALUE
STANDARD
DEVIATION
98 PERCENTILE
VALUE
75 PERCENTILE
VALUE
PM10 µg/m3(Permissible Limit :100 µg/m3)
Bareja
78.20
40.07
53.87
05.10
62.59
57.97
Bidaj
71.48
49.51
58.72
06.15
69.53
62.38
Navagam
68.02
47.50
57.87
05.23
67.53
61.78
Sarsa
63.33
39.72
53.72
06.91
62.96
57.03
Site
83.02
55.60
64.82
08.43
81.56
71.48
Pingalaj
66.21
46.17
56.17
04.97
64.88
60.18
PM2.5 µg/m3(Permissible Limit :60 µg/m3)
Bareja
48.00
29.00
34.33
06.14
42.68
36.00
Bidaj
50.50
29.00
37.00
06.12
45.28
39.50
Navagam
40.68
33.47
36.79
02.06
39.56
37.88
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LOCATION
MAX.
VALUE
MIN.
VALUE
Sarsa
39.00
28.00
Site
49.00
Pingalaj
39.00
AVG.
VALUE
STANDARD
DEVIATION
98 PERCENTILE
VALUE
75 PERCENTILE
VALUE
34.89
03.36
38.68
37.00
35.00
41.63
04.91
48.44
45.00
32.00
34.33
02.15
38.60
34.75
SO 2 µg/m3(Permissible Limit :80 µg/m3)
Bareja
18.55
10.31
14.44
2.65
18.54
17.08
Bidaj
19.14
10.31
15.66
2.47
18.88
17.37
Navagam
18.55
9.42
14.37
02.55
18.36
16.19
Sarsa
18.84
10.21
14.07
02.78
18.47
16.38
Site
21.64
10.45
15.95
02.59
20.96
17.37
Pingalaj
20.18
11.12
15.23
02.54
19.59
17.52
NO x µg/m3(Permissible Limit :80 µg/m3)
Bareja
34.76
19.57
26.89
4.24
32.80
29.93
Bidaj
34.53
18.17
26.25
3.82
33.18
28.78
Navagam
30.89
16.41
25.99
04.83
30.86
28.86
Sarsa
28.16
14.16
20.76
03.80
28.00
23.54
Site
35.40
17.27
26.42
04.58
34.31
29.43
Pingalaj
31.38
17.06
22.23
04.06
29.77
24.59
VOCs mg/m3(Permissible Limit :Not specified) (Time weighted: 8 hrs)
Bareja
8.94
<0.015
1.01
2.57
<0.015
--
Bidaj
3.24
<0.002
0.43
0.98
<0.002
--
Navagam
3.95
<0.005
0.59
1.20
<0.005
--
Sarsa
1.22
<0.005
0.18
0.36
<0.005
--
Site
0.86
<0.013
0.10
0.25
<0.013
--
Pingalaj
9.96
<0.002
1.25
2.96
<0.002
--
Based on data obtained, it could be stated that,
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•
During the s tudy p eriod the a verage c oncentrations of P M10, P M2.5,
SO2 and NOx are below the permissible limit at all locations
•
The a verage c oncentration o f a ll p ollutants a t all 6 a mbient a ir
locations are found to varying in the following range:
1. PM10 from 39.72 to 83.02 µg/m3
2. PM2.5 from 28.00 to 50.50 µg/m3
3. SO2 from 9.42 to 21.64 µg/m3
4. NOx from 14.16 to 35.40 µg/m3
3.4 WATER ENVIRONMENT
Water environment is widely divided into two categories:
1. Surface water : river, drains, canals, ponds etc
2. Ground water: Accumulation in deeper strata of ground.
Ground water samples (from 4 locations) and surface water samples (from 3
locations) w ere c ollected a nd a nalyzed f or d rinking w ater q uality
parameters i. e. p hysico-chemical p arameters a nd hea vy m etals. T he
sampling w as c arried o ut once d uring the s tudy p eriod. T he m ap s howing
location of sampling points is shown at Figure no. 3.2. The analysis results are
presented at Table No.3.4 & 3.5.
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Table No. 3.4 Water Quality Parameters (Ground water sources)
IS 10500: 1991
Parameters
Unit
Sampling Location
Desirable
Permissible
Pingalaj
Bidaj
Navagam
Site
5
25
--
<2
<2
<2
<2
Agreeable
Agreeable
Agreeable
Agreeable
Agreeable
Agreeable
Agreeable
Agreeable
0.2
7.5
387.66
0.3
7.3
337.96
0.2
7.5
372.75
0.3
7.8
298.2
Colour
Odour
Hazen
--
Taste
Turbidity
pH
Total
hardness (as
CaCO 3 )
Iron (as Fe)
Chloride (as
Cl)
Residual free
chlorine
-NTU
-mg/L
Agreeable
5
6.5 - 8.5
300
-10
6.5 – 8.5
600
mg/L
mg/L
0.3
250
1
1000
<0.1
561.23
<0.1
504.4
<0.1
536.37
<0.1
390.73
mg/L
0.2
--
<0.2
<0.2
<0.2
<0.2
Fluoride (as
F)
TDS
Calcium (as
Ca)
Magnesium
(as Mg)
Copper (as
Cu)
Manganese
(as Mn)
Sulphate(as
SO 4 )
Nitrate
Phenolic
compounds
(as Phenol)
Mercury (as
Hg)
Cadmium (as
Cd)
Selenium (as
Se)
mg/L
1
1.5
0.5
0.6
0.55
0.5
mg/L
mg/L
500
75
2000
200
1792
147.11
1846
113.32
1758
111.33
1362
57.65
mg/L
30
100
4.83
13.28
22.95
37.44
mg/L
0.05
1.5
<0.01
<0.01
<0.01
<0.01
mg/L
0.1
0.3
<0.05
<0.05
<0.05
<0.05
mg/L
200
400
232.4
262.56
219.75
163.97
mg/L
mg/L
45
0.001
45
0.002
18.23
<0.001
19.92
<0.001
11.29
<0.001
13.33
<0.001
mg/L
0.001
0.001
<0.001
<0.001
<0.001
<0.001
mg/L
0.01
0.01
<0.003
<0.003
<0.003
<0.003
mg/L
0.01
0.01
<0.01
<0.01
<0.01
<0.01
Unobjectionable
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IS 10500: 1991
Parameters
Unit
Aresenic (as
mg/L
As)
Cyanide (as
mg/L
CN)
Lead (as Pb)
mg/L
Zinc (as Zn)
mg/L
Anionic
mg/L
detergents
(as MBAS)
Chromium
mg/L
Polynuclear
mg/L
aromatic
hydrocarbons
Mineral oil
mg/L
Alkalinity (as
mg/L
CaCO 3 )
Aluminium
mg/L
(as Al)
Boron
mg/L
MPN
MPN/100ml
coliform
count
E.coli
per 100 ml
Faecal
Coliform
per 100 ml
Sampling Location
Desirable
Permissible
Pingalaj
Bidaj
Navagam
Site
0.01
0.01
<0.01
<0.01
<0.01
<0.01
0.05
0.05
<0.01
<0.01
<0.01
<0.01
0.05
5
0.2
0.05
15
1
<0.01
<0.1
<0.05
<0.01
<0.1
<0.05
<0.01
<0.1
<0.05
<0.01
<0.1
<0.05
0.05
--
0.05
--
<0.05
<0.001
<0.05
<0.001
<0.05
<0.001
<0.05
<0.001
0.01
200
0.03
600
<0.01
345.6
<0.01
501.76
<0.01
358.4
<0.01
404.48
0.03
0.2
<0.03
<0.03
0.04
<0.03
1
1
5
10
<1.0
35
<1.0
161
<1.0
14
<1.0
161
Absent
--
Absent
Absent
Absent
Absent
Absent
--
Absent
Absent
Absent
Absent
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Table no. 3.5 Water Quality Parameters (Surface water Source)
Parameters
Unit
IS 10500: 1991
Sampling Location
Desirable
Permissible
Bidaj
Navagam
Colour
Hazen
5
25
<2
100
Odour
--
Unobject
--
Agreeable
Agreeable
Taste
--
Agreeable
--
Agreeable
Not Possible
NTU
5
10
0.4
4.8
--
6.5 - 8.5
6.5 – 8.5
7.6
7.4
mg/L
300
600
144.13
188.86
Iron (as Fe)
mg/L
0.3
1
<0.1
<0.1
Chloride (as Cl)
mg/L
250
1000
21.31
252.2
Residual
mg/L
0.2
--
<0.2
<0.2
Fluoride (as F)
mg/L
1
1.5
0.43
0.56
TDS
mg/L
500
2000
254
964
Calcium (as Ca)
mg/L
75
200
51.69
71.57
Magnesium (as
mg/L
30
100
3.62
2.42
Copper (as Cu)
mg/L
0.05
1.5
<0.01
<0.01
Manganese (as
mg/L
0.1
0.3
<0.05
0.29
mg/L
200
400
14.02
151.4
Nitrate
mg/L
45
45
<2.0
3.08
Phenolic
mg/L
0.001
0.002
<0.001
<0.001
mg/L
0.001
0.001
<0.001
<0.001
Turbidity
pH
Total hardness
(as CaCO 3 )
free
chlorine
Mg)
Mn)
Sulphate(as
SO 4 )
compounds (as
Phenol)
Mercury (as Hg)
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Parameters
Cadmium
Unit
IS 10500: 1991
Sampling Location
Desirable
Permissible
Bidaj
Navagam
(as
mg/L
0.01
0.01
<0.003
<0.003
(as
mg/L
0.01
0.01
<0.01
<0.01
Aresenic (as As)
mg/L
0.01
0.01
<0.01
<0.01
Cyanide (as CN)
mg/L
0.05
0.05
<0.01
<0.01
Lead (as Pb)
mg/L
0.05
0.05
<0.01
<0.01
Zinc (as Zn)
mg/L
-
-
0.11
<0.1
Anionic
mg/L
0.2
1
<0.05
<0.05
Chromium
mg/L
0.05
0.05
<0.05
<0.05
Polynuclear
mg/L
--
--
<0.001
<0.001
mg/L
0.01
0.03
<0.01
--
(as
mg/L
200
600
163.84
243.2
(as
mg/L
0.03
0.2
0.1
0.11
mg/L
1
5
<1.0
<1.0
MPN/100ml
1
10
161
92
Absent
--
Absent
Absent
per 100 ml
Absent
--
Absent
Absent
mg/L
4
50000
--
2.67
Cd)
Selenium
Se)
detergents
(as
MBAS)
aromatic
hydrocarbons
Mineral oil
Alkalinity
CaCO 3 )
Aluminium
Al)
Boron
MPN coliform
count
E.coli
Faecal Coliform
Oil & Grease
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3.5 NOISE
The noise level measurement within study area was carried out so as to have
estimation of back ground noise level. Measurements were carried out using
a sound level meter. The map showing sampling locations where noise level
was estimated is shown at figure no. 3.2.
Table No. 3.6 Noise Level Data
Sr.
No.
1.
Location
Bareja
Day time
64.56
LEQ (dB(A))
Night time
57.05
2.
Site
69.60
64.33
3.
Bidaj
56.17
41.09
4.
Sarsa
60.58
49.32
5.
Pingalaj
64.79
42.30
6.
Navagam
71.66
56.54
During m onitoring p eriod, the L EQ (dB(A)) noise l evels varied between 56.17
to 71.66 during d aytime a nd 41.09 to 64.33 d uring the ni ght time for w hole
study area. The noise level varied at the same place at different times due to
fluctuations in
traffic m ovements a s well a s c ommercial a nd d omestic
activities going on in the study area.
3.6 SOIL
3.6.1 Baseline Data
6 locations within study area were identified for collection of soil samples. The
sampling locations are shown in figure 3.2.
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3.6.2 Physical Characteristics
Physical c haracteristics o f s oil a re delineated through s pecific p arameters,
viz. p article size distribution (grain s ize a nalysis), p orosity, w ater ho lding
capacity a nd p ermeability. T he p article s ize d istribution in terms o f g ravel,
sand, silt and clay are presented at Table No. 3.7.
Soil porosity is a measure of air filled pore spaces and gives information about
movement of gases, inherent moisture, and development of root system and
strength of soil. Soil porosity, water holding capacity and permeability of soil
samples are shown at Table No. 3.8.
3.6.3 Chemical Characteristics
Data for c hemical c haracterization o f s oil were c ollected through s elected
parameters v iz. p H, electrical conductivity, c ation exc hange c apacity a nd
sodium absorption ratio and are presented at Table No. 3.9.
pH is a n im portant parameter ind icative o f the a lkaline o r acidic na ture of
the s oil. It g reatly a ffects the m icrobial s pecies a s well a s the s olubility of
metal io ns a nd r egulates nu trients availability. p H o f s tudy a rea w as f ound
within the range of 7.92 – 8.59.
Electrical conductivity is a measure of the soluble salts in soil, ranges from 343
– 536 m icromho/cm. C ation exc hange c apacity of s oil in s tudy a rea v aries
from 186 – 233 m eq o f H +/100 gm. S odium A bsorption R atio o f s oil i n study
area varies from 1.99 – 4.13 meq/kg
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Table No. 3.7 Particle Size Distribution of Soil samples
Sr. No.
Sampling Locations
1.
2.
3.
4.
Navagam
Pingalaj
Bidaj
Sarsa
NOTE:
G:
S:
Gravel (> 4.75 mm)
Sand (75 μm – 4.75 mm)
Particle size distribution
G(%)
S(%)
M+C(%)
0.0
8.0
92.0
0.0
7.0
93.0
5.0
45.0
50.0
0.0
13.0
87.0
M:
C:
Silt (2 μm - 75 μm)
Clay (<2 μm)
Table No. 3.8 Physical Characteristics
Sr. No.
Sampling Locations
Water
Permeability
(mm/sec)
Holding
Porosity (%)
Capacity (%)
1.
Navagam
4.16x 10-6
28
29.9
2.
Pingalaj
0.8 x 10-4
21
32
3.
Bidaj
2.14x10-4
18
26.3
4.
sarsa
0.89x 10-4
20
31.8
Table No. 3.9 Chemical Characteristics
Cation
Sr.
Sampling
No.
Locations
pH
Electrical
exchange
conductivity
capacity
(micromhos/cm)
(meq of H+/100
gm)
Sodium
Absorption
Ratio
(meq/kg)
1.
Navagam
7.92
536
233
4.13
2.
Pingalaj
8.02
430
205
1.99
3.
Bidaj
8.59
343
186
3.58
4.
Sarsa
8.28
470
198
2.47
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3.7 LAND USE PATTERN
Remote s ensing technology ha s em erged a s a p owerful tool i n
providing r eliable information o n v arious na tural resources at d ifferent
levels of details in a spatial form. Land use distribution in the study area
has b een estimated u sing r emote s ensing technique. T he land u se
pattern of the s tudy a rea ha s b een studied from s atellite im age
captured by Sensor LISS IV.
The villages situated within the 10 km radius of the proposed site have
been c onsidered f or the s tudy of the l and u se p attern. T he land u se
pattern o f t he study area is s hown a t Figure no. 3.3. Land u se / land
cover m ap pr epared i s shown a t Figure no. 3.4 and s atellite im age i s
shown at Figure no. 3.5.
Table No. 3.10 Landuse Statistics of the Study Area
Sr.
Description of Land
No.
use
1
Built up / Habitation
2
Crop land
3
Area (Hectares)
Percentage
of Area
1855.71
5.90
12407.00
39.48
Fallow land
2128.56
6.77
4
Plantations
2771.42
8.82
5
Dense scrub
3157.13
10.05
6
Open scrub
2199.99
7.00
7
Water body
1779.99
5.66
8
Sandy river bed
1185.71
3.77
9
River
2285.70
7.27
10
Mud flat
1657.13
5.27
31428.34
100.00
TOTAL
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FIGURE 3.3 LAND USE DISTRIBUTION OF THE STUDY AREA
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DIGITIZED LANDUSE MAP OF PROPOSED SITE WITH 10 KM RADIUS BUFFER
FIGURE 3.4 LAND USE MAP
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LISS IV IMAGE OF STUDY AREA SHOWING 10 KM RADIUS AROUND PROJECT SITE
FIGURE 3.5 SATELLITE IMAGE
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3.8 ECOLOGY
3.8.1 Introduction
Flora and fauna are important components of the environment. They are
organized in to na tural c ommunities w ith mutual dependencies a mong
their m embers a nd s how v arious r esponses a nd s ensitivities
to
anthropogenic activities. Flora and fauna describes information on various
species o f trees, p lants, s hrubs, c rops a nd na tural v egetation, a nimals,
birds etc and endangered species.
It may be highlighted that the s tudy area is quite rich in p hytodiversity as
evident by number of families and plant species recorded; as many as 178
flowering plants belonging to 61 families recorded with 55 trees, 20 shrubs,
67 her bs, 19 g rasses, 8 c limbers, 1 0 a quatic plants a nd 1 f ungus a nd 2
aquatic f erns. B esides c ommon a nimals no t inc luded in t he list v iz., c ow,
buffalo, cat, dog etc., The no. of wild animals are quite high which include
small mammals a nd r eptiles. T he a vifauna is a lso q uite r icher w ith 6 0
species o f b irds w hich a re r esident and migratory birds. T hus both
phytodiversity, animal diversity including birds is quite high, i.e. biodiversity
of the study area is quite high. It could be still richer in monsoon as many
as m onsoon w eeds w ere o bserved a s d rying, s pecially climbers a nd
herbaceous f lora. Further t he data eveals t hat no ne o f the p lants a nd
animal s pecies r ecorded is rare o r e ndangered a nd they a re f ound
anywhere and everywhere.
3.8.2 Sampling Locations
Total 1 0 s ampling locations w ere id entified f or s tudy o f ec ological
environment. The o bservations w ere t aken f rom d ifferent l ocations a long
agriculture field, marshy land, wasteland, riverside vegetation and built up
land r elated
to o bjectives d elineated f or E nvironmental i mpact
Assessment s tudies. T he s tudy area d oes no t ha ve any d esignated forest,
national park, sanctuaries.
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A village/location-wise list of flora recorded is tabulated in Table No. 3.11.
A list of avi-fauns (bird species) and animal species found during survey is
presented at Table No. 3.12.
The g eneral o bservation o f the s ite v isit is that none of the p lant a nd
animal s pecies r ecorded is r are o f end angered. T he s pecies o f f lora a nd
fauna found in the study area are common as anywhere and everywhere.
Table No. 3.11 Enumeration of Species – Flora
Place/Location : Devdi
S.
No.
Family Name
Scientific Name
Local Name
Remarks
1
Arecaceae
Phoenix sylvestris
Khajuri, Date
palm
Common
2
Anacardiaceae
Mangifera indica
Keri, Mango
Agroforestry
3
Annonaceae
Polylathia
longifolia
Asopalav,
Mast tree
Ornamental
4
Ehretiaceae
Cordia gharaf
Nana gunda,
Gundi
Roadside
5
Caesalpiniaceae
Cassia fistula
Garmalo
Roadside
6
Caesalpiniaceae
Cassia siamea
Kasid, Siame
cassia
Roadside
7
Caesalpiniaceae
Delonix regia
Gulmohar
Roadside
8
Caesalpiniaceae
Parkinsonia
aculeata
Rambaval
Ornamental
9
Caesaopiniaceae
Tamarindus indica
Khati amli,
Tamarind
Agroforestry
10
Caricaceae
Carica papaya
Papaiya
In home
garden
11
Casurinaceae
Casuarina
equisetifolia
Sharu
Ornamental
12
Combretaceae
Terminalia
catappa
Badam,
Planted
Indian almond
13
Ehretiaceae
Cordia dichotoma
Motagunda,
Gunda
Roadside
14
Euphorbiaceae
Emblica officinalis
Amla, Indian
Agroforestry,
TREES
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goose berry
Cultivated
15
Meliaceae
Azadirachta
indica
Limdo, Neem
Common
16
Mimosaceae
Acacia nilotica
Deshibaval
Common
17
Mimosaceae
Albizia lebbeck
Shirish
Roadside
18
Mimosaceae
Leucaena
leucocephala
Subaval
Roadside
19
Mimosaceae
Prosopis cineraria
Khijado
Roadside
20
Mimosaceae
Prosopis juliflora
Gandobaval
Common
21
Mimosaceae
Samanea saman
Rain tree,
Vilayati Shirish
Roadside
22
Moraceae
Ficus benghalensis
Vad / Banyan
Roadside
23
Moraceae
Ficus religiosa
Piplo, Pipal
Common
24
Moraceae
Ficus virens
Pipli
Roadside
25
Moraceae
Morus alba
Setur
Ornamental
26
Moringaceae
Moringa oleifera
Mitho
saragavo,
Drumstick
Roadside/
Agroforestry
27
Myrtaceae
Eucalyptus
globulus
Nilgiri,
Eucalyptus
Agroforestry
28
Papilionaceae
Derris indica
Karanj
Roadside
29
Rutaceae
Murraya koenigii
Mitholimdo /
Curryneem
Ornamental
30
Salvadoraceae
Salvadora
oleoides
Mithi Jar
Common
31
Salvadoraceae
Salvadora persica
Khari Jaar
Common
32
Sapotaceae
Manilkara
hexandra
Rayan
Agroforestry
33
Simaroubaceae
Ailanthus excelsa
Arduso, Tree
of heaven
Roadside
34
Ulmaceae
Holoptelea
integrifolia
Kanjo,
Palpaliya
Agroforestry
& Roadside
SHRUBS
1
Apocynaceae
Nerium indicum
Lal Karen
Ornamental
2
Apocynaceae
Thevetia peruviana
Pili Karen
Ornamental
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3
Asclepiadaceae
Calotropis procera
Akado,
Milkweed
Common
4
Balanitaceae
Balanites
aegyptiaca
Hingorio,
Ingorio
Common
5
Capparaceae
Cadaba fruticosa
Teliohemkand
Common
6
Capparaceae
Capparis decidua
Kerado
Common
7
Euphorbiaceae
Euphorbia neriifolia
Thor
Common as
fencing
8
Euphorbiaceae
Ricinus communis
Arundo, Castor
Cultivated
9
Nyctaginaceae
Bougainvillea
spectabilis
Boganvel
Ornamental
10
Rhamnaceae
Zizyphus
mauritiana
Motabor
Common
11
Rhamnaceae
Zizyphus
nummularia
Chanibor
Common
12
Verbenaceae
Lantana camara
Indradhanu
Common
HERBS
1
Acanthaceae
Justicia diffusa
--
Sandy area
2
Aizoaceae
Trianthema
portulacastrum
Satodo
Canal side Common
3
Amaranthaceae
Achyranthes
aspera
Anghedi
Common
on hedges
4
Amaranthaceae
Amaranthus
spinosus
--
Drying moist
lands
5
Amaranthaceae
Digera muricata
Kanjro, Lokir
Common
6
Amaranthaceae
Gomphrena
celosiodes
--
Sandy area
7
Asteraceae
Eclipta alba
Bhangaro
On canal
wall, Wet
land
8
Asteraceae
Grangea
maderaspatana
Madras carpet
Drying moist
lands
9
Asteraceae
Launaea
procumbens
Motibhonpatri
Common
10
Asteraceae
Parthenium
hysterophorus
Congress
grass, Goat
grass
Common
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11
Asteraceae
Sphaeranthus
indicus
Gorakhmundi
Drying moist
grounds
12
Asteraceae
Tridax procumbens
Pardeshi
Bhangaro
Moist
grounds
13
Asteraceae
Vernonia cineria
Sahdevi
Moist
grounds
14
Asteraceae
Xanthium
strumarium
Hadario
Drying moist
grounds
15
Boraginaceae
Coldenia
procumbens
Okhrad
Drying moist
grounds
16
Brassicaceae
Brassica juncea
Rai, Mustard
Agri. field,
Cultivated
17
Caesalpiniaceae
Cassia auriculata
Aval
Sandy area
18
Caesalpiniaceae
Cassia obtusifolia
Punvadio
Drying moist
lands
19
Caesalpiniaceae
Cassia occidentalis
Sundro,
Kasudri
Drying moist
lands
20
Convolvulaceae
Ipomoea carnea
Besharam,
Naffat vel
Common
weed
21
Cyperaceae
Cyperus sp.
--
Wetland
22
Cyperaceae
Cyperus sp.
--
Wetland
23
Euphorbiaceae
Acalypha indica
Dadari,
Dadarjo
Common
24
Euphorbiaceae
Euphorbia hirta
Lal dudhi
Common
25
Euphorbiaceae
Phyllanthus
fraternus
Bhoyn amli
Common
26
Lamiaceae
Leucas aspera
Kubi
Common
27
Lamiaceae
Moschosma
polystachyum
Avachi-Bavchi
Common
28
Lythraceae
Ammania
baccifera
Jal Angio
Wetland
29
Malvaceae
Abutilon indicum
Khapat
Common
30
Malvaceae
Sida rhombifolia
Bala
Common
31
Molluginaceae
Mollugo sp.
--
Drying moist
lands
32
Papaveraceae
Argemone
mexicana
Darudi
Road-side,
Wasteland
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33
Papilionaceae
Indigofera linifolia
Nani gali
Common
34
Portulacaceae
Portulaca
quadrifida
Zini luni
Common
35
Solanaceae
Physalis minima
Popati
Common
36
Solanaceae
Solanum nigrum
Piludi
Common
37
Solanaceae
Solanum surattense
Bhoyringni
Common
38
Tiliaceae
Corchorus aestuans
Chunch
Common
39
Tiliaceae
Corchorus
fascicularis
--
Drying moist
grounds
GRASSES
1
Poaceae
Cenchrus ciliaris
Anjan,
Dhaman
Common, in
small
patches
2
Poaceae
Chloris barbata
Mindadiyu
Common
3
Poaceae
Cynodon dactylon
Dharo, Durva,
Lawn grass
Common
4
Poaceae
Dactyloctenium
aegyptium
Tarakiyu Fatetu
Common
5
Poaceae
Dichanthium
annulatum
Zinzvo
Common
6
Poaceae
Eragrostis ciliaris
Murmur
Common
7
Poaceae
Eragrostis tenella
Kalavo, Limor
Common
8
Poaceae
Echinochloa sp.
Samo
Wetland
9
Poaceae
Oryza sativa
Paddy, Dangur
Cultivated Farm
10
Poaceae
Saccharum
bengalense
Sarkhant,
Hadol
Road-side &
Bunds
CLIMBERS
1
Aselepiadaceae
Pergularia
Daemia
Chamardudheli
Common
2
Cucurbitaceae
Luffa cylindrica
Galku
Common
3
Menispermaceae
Cocculus
pendulus
Valol
Common
4
Menispermaceae
Cocculus villosus
Vervadi
Common
AQUATIC PLANTS
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1
Convolvulaceae
Ipomoea aquatica
Nalani Bhaji
Trailer
2
Typhaceae
Typha angustata
Gha bajariyu
Wetland
Family Name
Scientific Name
Local Name
Remarks
1
Caesalpiniaceae
Peltophorum
pterocarpum
Tamrafali,
Copper pods
Roadside
2
Caricaceae
Carica papaya
Papaiya
Planted
3
Combretaceae
Terminalia catappa Badam, Indian
Almond
Planted Ornamental
4
Meliaceae
Azadirachta indica
Limdo, Neem
Common
5
Mimosaceae
Acacia nilotica
Deshi baval
Roadside
6
Mimosaceae
Albizia lebbeck
Shirish
Roadside
7
Mimosaceae
Prosopis juliflora
Gando baval
Common
8
Moraceae
Ficus benghalensis
Vad, Banyan
9
Moraceae
Ficus religiosa
Pipalo
10
Moringaceae
Moringa oleifera
Mitho
saragavo,
Drumstick
Roadside &
Agroforestry
11
Myrtaceae
Eucalyptus globulus
Nilgiri/
Eucalyptus
Roadside &
Agroforestry
Place/Location : Giramatha
S.
No.
TREES
SHRUBS
1
Asclepiadaceae
Calotropis procera
Akdo, Milkweed
Common
weed
2
Asclepiadaceae
Calotropis gigantia
Safed Akdo
Not
common
3
Capparaceae
Cadaba fruticosa
Teliohemkand
Not
common
4
Euphorbiaceae
Kirganelia
reticulata
Kamboi
Common
HERBS
1
Amaranthaceae
Celosia argentea
Lampdi
Agri. field
2
Caesalpiniaceae
Cassia
Kasundari,
Drying
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occidentalis
Sundaro
moist lands
3
Euphorbiaceae
Acalypha indica
Dadari,Vaichikato
Banks of
pond
4
Papaveraceae
Argemone
mexicana
Darudi, Mexican
poppy
Common
weed
5
Papilionaceae
Tephrosia
purpurea
Sarpankho
Not
common
6
Solanaceae
Lycopersicon
lycopersicum
Tameti, Tomato
Common
7
Solanaceae
Solanum nigrum
Popti
Common
8
Solanaceae
Solanum
surattense
Bhoy ringni
Common
GRASSES
1
Poaceae
Cynodon dactylon
Dharo, Durva,
Lawn grass
Common
2
Poaceae
Samo
Aquatic grass
3
Poaceae
Echinochloa
colonum
Eragrostis ciliaris
Murmur
Common on
sandy
grounds
4
Poaceae
Eragrostis tenella
Kalavo, Limor
Common
throughout
CLIMBERS
1
Asclepiadaceae
Pergularia daemia
Chamar
dudheli
Common
2
Curcurbitaceae
Luffa cylindrica
Galku
Common
3
Papilionaceae
Rhynchosia
minima
Dariyavel
Common
AQUATIC PLANTS
1
Convolvulaceae
Ipomoea
aquatica
Nalani Bhaji
Aquatic
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Place/Location : Bareja
S.
No.
Family Name
Scientific Name
Local Name
Remarks
1
Annonaceae
Polylathia longifolia
Asopalav,
Mast tree
Ornamental
2
Bignoniaceae
Millingtonia
hortensis
Buch, Indian
cork tree
Ornamental
3
Caesalpiniaceae
Delonix regia
Gulmohor
Roadside
4
Caesalpiniaceae
Peltophorum
pterocarpum
Tamrafali,
Copper pod
tree
Roadside
5
Caesalpiniaceae
Tamarindus indica
Khati Amli,
Tamarind
Agroforestry
6
Caricaceae
Carica papaya
Papaiya
Planted
7
Combretaceae
Terminalia catappa
Badam,
Indian
almond
Planted
8
Ehretiaceae
Cordia dichotoma
Gunda
Roadside
9
Ehretiaceae
Cordia gharaf
Nani Gundi
Roadside
10
Malvaceae
Thespesia populnea
Paraspipalo
Roadside
11
Meliaceae
Azadirachta indica
Limdo, Neem Common
12
Mimosaceae
Acacia nilotica
Deshibaval
Common
13
Mimosaceae
Leucaena
leucocephala
Subaval
Roadside
14
Mimosaceae
Prosopis juliflora
Gandobaval
Common
15
Moraceae
Ficus benghalensis
Vad, Banyan
Roadside
16
Moraceae
Ficus religiosa
Pipalo, Pipal
Roadside
17
Moraceae
Ficus virens
Pipali
Roadside
18
Moringaceae
Moringa oleifera
Sargavo,
Drumstick
Agroforestry,
roadside
19
Myrtaceae
Eucalyptus globulus
Nilgiri
Agroforestry
20
Myrtaceae
Psidium guajava
Jamphal,
Guava
Planted
TREES
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21
Myrtaceae
Syzygium cumini
Jambu, Rose
apple
Agroforestry
22
Papilionaceae
Derris indica
Karanj, Kanji
Roadside
23
Rubiaceae
Anthocephalus
cadamba
Kadamb
Ornamental
SHRUBS
1
Apocynaceae
Thevetia peruviana
Pili Karen
Ornamental
2
Asclepiadaceae
Calotropis procera
Akado
Common
weed
3
Nyctaginaceae
Bougainvillea
glabra
Boganvel
Ornamental
4
Rhamnaceae
Zizyphus
nummularia
Chanibor
Common
1
Acanthaceae
Hygrophila
auriculata
Kanta shelio,
Akharo
Drying moist
grounds
2
Amaranthaceae
Achyranthes
aspera
Anghedi
Common
3
Amaranthaceae
Amaranthus
spinosus
--
Common
4
Caesalpiniaceae
Cassia occidentalis
Sundro,
Kasudri
Drying moist
grounds
5
Cyperaceae
Cyperus sp.
--
Wetland
6
Euphorbiaceae
Acalypha indica
Dadari,
Dadarjo
Common
7
Euphorbiaceae
Euphorbia hirta
Lal dudhi
Common
8
Euphorbiaceae
Euphorbia
microphylla
--
Common
9
Euphorbiaceae
Phyllanthus
fraternus
Bhoyn amli
Common
10
Papaveraceae
Argemone
mexicana
Darudi
Wasteland
11
Solanaceae
Datura metal
Dhaturo
Common
12
Solanaceae
Lycopersicon
lycopersicum
Tameti
Common
13
Solanaceae
Physalis minima
Popati
Wasteland
HERBS
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14
Solanaceae
Solanum surattense
Bhoyn
ringani
Wasteland
15
Tiliaceae
Corchorus aestuans
Chunch
Common
16
Tiliaceae
Corchorus
fascicularis
--
Common
17
Tiliaceae
Corchorus olitorius
--
Common
GRASSES
1
Poaceae
Chloris barbata
Mindadiyu
Common
2
Poaceae
Cynodon dactylon
Durva
Common
3
Poaceae
Eragrostis tenella
Kalavo, Mimor
Common
CLIMBERS
1
Basellaceae
Basella rubra
Poi ni Bhaji
Ornamental
2
Cucurbitaceae
Luffa cylindrica
Galaku
Common
AQUATIC PLANTS
1
Convolvulaceae
Ipomoea
aquatica
Nalani Bhaji
Trailer
2
Lemnaceae
Lemna sp.
Duckweed
Free floating
Place/Location : Umiyapura
S.
No.
Family Name
Scientific Name
Local Name
Remarks
1
Anacardiaceae
Mangifera indica
Keri, Mango
Agroforestry
2
Caesalpinaceae
Tamarindus indica
Khati Amli,
Tamarind
Agroforestry
3
Caesalpiniaceae
Cassia siamea
Kasid,
Siamese
cassia
Roadside
4
Caesalpiniaceae
Delonix regia
Gulmohor
Roadside
5
Ehretiaceae
Cordia dichotoma
Gunda
Roadside
6
Meliaceae
Azadirachta indica
Limdo,
Neem
Common
7
Mimosaceae
Leucaena
leucocephala
Subaval
Roadside
TREES
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8
Mimosaceae
Pithecellobium
dulce
Goras amli
Roadside
9
Moraceae
Ficus benghalensis
Vad,
Banyan
Roadside
10
Moraceae
Ficus religiosa
Pipal
Roadside
11
Moraceae
Ficus rumphii
Pipri
Roadside
12
Moraceae
Streblus asper
Harero
Not common
13
Myrtaceae
Eucalyptus globulus
Nilgiri,
Eucalyptus
Agroforestry
14
Myrtaceae
Syzygium cumini
Jamun,
Rose apple
Agroforestry
15
Papilionaceae
Dalbergia sissoo
Sissoo
Roadside
16
Papilionaceae
Derris indica
Karanj
Roadside
17
Rubiaceae
Anthocephalus
cadamba
Kadamb
Ornamental
– Private
residence
18
Salvadoraceae
Salvadora oleoides
Mithi Jaar
Common
19
Salvadoraceae
Salvadora persica
Khari Jaar
Common
20
Ulmaceae
Holoptelea
integrifolia
Kanjo
Roadside &
Agroforestry
SHRUBS
1
Asclepiadaceae
Calotropis
procera
Akdo,
Milkweed
Common
weed
2
Euphorbiaceae
Euphorbia
neriifolia
Thor
Fencing
3
Euphorbiaceae
Kirganelia
reticulata
Kamboi
Common
4
Euphorbiaceae
Ricinus
communis
Arundo,
Castor
Cultivated
1
Acenthaceae
Peristrophe
bicalyculata
Adhedi, Kali
Anghedi
In hedges
2
Amaranthaceae
Achyranthes
aspera
Anghedi
In hedges
3
Amaranthaceae
Amaranthus
spinosus
Kantali bhaji
Drying moist
ground
HERBS
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4
Amaranthaceae
Gomphrena
celosioides
--
Drying moist
ground
5
Apiaceae
Foeniculum
vulgare
Variali
Cultivated
6
Asteraceae
Xanthium
strumarium
Gadariu
Drying moist
ground
7
Caesalpiniaceae
Cassia
occidentalis
Kasundari,
Sundaro
Drying moist
ground
8
Euphorbiaceae
Phyllanthus
fraternus
Bhoy Amli
Common
weed
9
Lamiaceae
Leucas aspera
Kubo
Sandy area
10
Lythraceae
Ammania
baccifera
Jal Angio
Wetland
11
Malvaceae
Sida alba
Bala
Common
12
Malvaceae
Sida acuta
Bala
Common
13
Papaveraceae
Argemone
mexicana
Darudi,
Mexican
poppy
Common
weed on
waste places
14
Papilionaceae
Cajanus cajan
Tuver, Pigeon
pea
Cultivated
15
Solanaceae
Solanum nigrum
Piludi
Common
16
Tiliaceae
Corchorus
capsularis
Bor chunchi
Rare
17
Tiliaceae
Corchorus
fascicularis
Chunch
Weed in agri.
fields & in
drying moist
ground
18
Tiliaceae
Corchorus olitorius
--
Common scattered
GRASSES
1
Poaceae
Cenchrus ciliaris
Anjan,
Dhaman,
Zinu Dhamnu
Common
2
Poaceae
Cenchrus setigerus
Dhamnu
At canal
3
Poaceae
Chloris barbata
Mindadiyu
Common
4
Poaceae
Chloris
dolichostachyos
Silariyu, Ranisikriyo
Common
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.33
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
5
Poaceae
Cynodon dactylon
Durva,
Dharo, Lawn
grass
Common
every-where
6
Poaceae
Dactyloctenium
aegyptium
Tarakiyu
Fatelu
Common
7
Poaceae
Dactyloctenium
sindicum
Tarakiyu
Fatelu
Common
8
Poaceae
Dendrocalamus
strictus
Bamboo,
Manvelvans
Single
specimen
9
Poaceae
Dichanthium
annulatum
Zinzvo
Common
10
Poaceae
Echinochloa sp.
Samo
Aquatic
11
Poaceae
Eragrostis ciliaris
Murmur
Sandy area
12
Poaceae
Eragrostis tenella
Kalavo,
Limur
Sandy area
13
Poaceae
Oryza sativa
Paddy
Cultivated
14
Poaceae
Setaria verticillata
ChipatiyuMotu
At canal
CLIMBERS
1
Asclepiadaceae
Pergularia daemia
Chamar
Dudheli
Common
2
Papilionaceae
Rhynchosia minima
Dariavel
Common
AQUATIC PLANTS
1
Convolvulaceae
Ipomoea aquatica
Nalani bhaji Trailer
2
Typhaceae
Typha angustata
Gha
bajariu
Family Name
Scientific Name
Local Name
Remarks
1
Annonaceae
Polylathia longifolia
Asopalav,
Mast tree
Ornamental
2
Bignoniaceae
Kigelia pinnata
Sausage tree
Ornamental
3
Bignoniaceae
Spathodia
Tulip tree
Ornamental
In mud
Place/Location : Bidaj
Sr.
No.
TREES
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.34
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
campanulata
4
Caesalpiniaceae
Delonix regia
Gulmohor
Ornamental
5
Combretaceae
Terminalia catappa
Badam,
Indian
almond
Planted
6
Ehretiaceae
Cordia dichotoma
Gunda
Roadside
7
Malvaceae
Thespesia populnea Paraspiplo
Roadside
8
Meliaceae
Azadirachta indica
Limdo, Neem
Roadside
9
Mimosaceae
Acacia nilotica
Deshi baval
Roadside
10
Mimosaceae
Leucaena
leucocephala
Subaval
Roadside
11
Mimosaceae
Pithecellobium
dulce
Goras amli
Roadside,
Agroforestry
12
Mimosaecae
Prosopis juliflora
Gandobaval
Common
13
Moraceae
Ficus benghalensis
Vad, Banyan
Roadside
14
Moraceae
Ficus religiosa
Pipalo,
Peepal
Roadside
15
Moraceae
Ficus virens
Pipali
Roadside
16
Moraceae
Streblus asper
Harero
Along
borders of
agri. fields
17
Moringaceae
Moringa oleifera
Sargavo,
Drumstick
Roadside/
Agroforestry
18
Myrtaceae
Eucalyptus globulus
Nilgiri,
Eucalyptus
Agroforestry,
Roadside
19
Myrtaceae
Syzygium cumini
Jambu, Rose
apple
Agroforestry,
Roadside
20
Rutaceae
Limonia acidissima
Kothu, Wood
apple,
Elephant
apple
Agroforestry,
Roadside
21
Rutaceae
Murraya koenigii
Mitholimdo,
Curry neem
Planted
22
Salvadoraceae
Salvadora oleoides
Mithi jaar
Common
23
Salvadoraceae
Salvadora persica
Khari jaar
Common
24
Simaroubaceae
Ailanthus excelsa
Arduso, Tree
of heaven
Roadside &
Agroforestry
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.35
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
25
Ulmaceae
Holoptelea
integrifolia
Kanjo, Papdi,
Parpaliya
Roadside &
Agroforestry
SHRUBS
1
Apocynaceae
Thevetia peruviana
Pilikaren
Ornamental
2
Asclepiadaceae
Calotropis procera
Akado
Common
weed
3
Caesalpiniaceae
Cassia auriculata
Aval
Common
4
Capparaceae
Cadaba fruticosa
Teliohemkand
Common
5
Capparaceae
Capparis decidua
Kerdo
Common
6
Euphorbiaceae
Euphorbia neriifolia
Thor
Fencing
7
Euphorbiaceae
Ricinus communis
Arundo,
Castor
Cultivated
8
Nactaginaceae
Bougainvillea
glabra
Boganvel
Ornamental
9
Rhamnaceae
Zizyphus
nummularia
Chanibor
Common
HERBS
1
Acanthaceae
Hygrophila
auriculata
Kantashelio,
Akharo
Drying moist
grounds
2
Acanthaceae
Peristrophe
bicalyculata
Kali Anghedi
Common on
hedges
3
Amaranthaceae
Achyranthes
aspera
Anghedi
Common on
hedges
4
Amaranthaceae
Amaranthus
spinosus
Kanteli Bhaji
Common
5
Asteraceae
Launaea
procumbens
Motibhonpatri
Common
6
Asteraceae
Sphaeranthus
indicus
Gorakhmundi
Drying moist
grounds
7
Asteraceae
Vernonia cinera
Sahdevi
Common
8
Asteraceae
Xanthium
strumarium
Gadario
Common
9
Papaveraceae
Argemone
mexicana
Darudi,
Mexican
poppy
Common on
wetlands
10
Solanaceae
Solanum
melongena
Ringan, Brinjal
Cultivated
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.36
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
11
Tiliaceae
Corchorus olitorius
--
Common
GRASSES
1
Poaceae
Chloris barbata
Mindadiyu
Common
2
Poaceae
Cynodon dactylon
Durva, Dharo,
Lawn grass
Common
CLIMBERS
1
Asclepiadaceae
Pergularia daemia
Chamar
dudheli
Common
2
Cucurbitaceae
Luffa cylindrica
Galku
Common
AQUATIC PLANTS
1
Azollaceae
Azolla sp.
--
Aquatic
pteridophyte
2
Convolvulaceae
Ipomoea
aquatica
Nalini bhaji
--
3
Lemnaceae
Lemna sp.
Duckweed
--
4
Nymphaeaceae
Nymphaea
stellata
Lotus, Kamal
--
5
Typhaceae
Typha angustata
Gha Bajario
Wetland –
mud
Place/Location : Sarsa
Sr.
No.
Family Name
Scientific Name
Local Name
Remarks
1
Annonaceae
Polylathia longifolia
Asopalav,
Mast Tree
Ornamental
2
Bignoniaceae
Kigelia pinnata
Sausage tree
Zad Phanus
Ornamental
3
Combretaceae
Terminalia catappa
Badam,
Indian
Almond
Ornamental
4
Euphorbiaceae
Emblica officinalis
Amla, Indian
goose berry
Roadside &
Agroforestry
5
Meliaceae
Azadirachta indica
Limdo/Neem
Common
6
Mimosaceae
Acacia nilotica
Desi Baval,
Roadside &
TREES
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.37
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
Babul Tree
Agroforestry
7
Mimosaceae
Leucaena
leucocephala
Subaval
Roadside
8
Mimosaceae
Prosopis juliflora
Gando baval
Common
weed
9
Moraceae
Ficus religiosa
Pipalo,Peepal Roadside
10
Moraceae
Ficus virens
Pipali
Roadside
11
Myrtaceae
Syzygium cumini
Jambu, Rose
apple
Roadside &
Agroforestry
12
Salvadoraceae
Salvadora oleoides
Mithi Jaar
Common
13
Salvadoraceae
Salvadora persica
Khari Jaar
Common
14
Sapotaceae
Madhuca indica
Mahudo
Agroforestry
15
Sapotaceae
Manilkara zapota
Chikoo
Cultivated
16
Simaroubaceae
Ailanthus excelsa
Arduso, Tree
of heaven
Roadside &
Agroforestry
17
Ulmaceae
Holoptelea
integrifolia
Kanjo, Papdi
Roadside &
Agroforestry
SHRUBS
1
Asclepiadaceae
Calotropis procera
Akdo,
Milkweed
Common
weed
2
Capparaceae
Capparis decidua
Kerdo
Common
3
Convolvulaceae
Ipomoea carnea
Besharam
Common
weed
4
Euphorbiaceae
Euphorbia neriifolia
Thor
Fencing of
agri. fields
5
Euphorbiaceae
Kirganelia reticulata
Kamboi
Common
6
Euphorbiaceae
Ricinus communis
Castor,
Arundo
Cultivated
7
Papilionaceae
Cajanus cajan
Tuvar,
Pigeon pea
Cultivated
8
Verbenaceae
Lantana camara
Indradhanu
Common
weed
1
Amaranthaceae
Achyranthes aspera
Anghedi
Common
2
Amaranthaceae
Alternanthera sessilis
--
Wetland – in
moist ground
HERBS
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.38
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
3
Asteraceae
Eclipta alba
Bhangro
Wetland
4
Cyperaceae
Cyperus brevifolius
--
Wetland
5
Euphorbiaceae
Euphorbia
microphylla
--
Common on
moist grounds
6
Lythraceae
Ammania baccifera
Jal Agio
Wetland
7
Papavaraceae
Argemone mexicana
Darudi,
Mexican
poppy
Common
weed
8
Solanaceae
Datura metel
Thorn apple
Common
weed
9
Solanaceae
Physalis minima
Popati/
Parpopti
Common
10
Solanaceae
Solanum surratense
Bhoyn
Ringani
Common
11
Tiliaceae
Corchorus
fascicularis
Chunch
Drying moist
ground
12
Tiliaceae
Corchorus olitorius
Chunch
Drying moist
ground
GRASSES
1
Poaceae
Chloris barbata
Mindadiyu
Common
2
Poaceae
Cynodon dactylon
Dharo,
Durva, Lawn
grass
Common
3
Poaceae
Dactyloctenium
sindicum
Farakiyu,
Fatedu
Common on
sandy area
4
Poaceae
Echinochloa colonum
Samo
Aquatic
5
Poaceae
Eragrostis tenella
Kalavo, Limor
Common
CLIMBERS
1
Asclepiadaceae
Pergularia daemia
Chamar
dudheli
Common
2
Menispermaceae
Cocculus vilosus
Vevadi
Common
3
Papilionaceae
Rhynchosia minima
Dariyavel
Common
AQUATIC PLANTS
1
Azollaceae
Azolla sp.
--
Free floating
pteridophyte,
(Fern)
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.39
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
2
Convolvulaceae
Ipomoea aquatica
Nalani Bhaji
Free floating
3
Lemnaceae
Lemna sp.
Duck weed
Aquatic – free
floating
Place/Location : Village Kanera
Sr.
No.
Family Name
Scientific Name
Local Name
Remarks
1
Anacardiaceae
Mangifera
indica
Keri/Mango
Agroforestry
2
Annonaceae
Polylathia
longifolia
Asopalav/ Mast
Tree
Planted in a
School canpus
3
Bignoniaceae
Kigelia pinnata
Sausage tree
Zad phanus
Planted in a
School canpus
4
Caesalpiniaceae
Peltophorum
pterocarpum
Tamrafali
Copper pods
Roadside
Plantation
5
Caricaceae
Carica papaya
Papaiya
In home garden
6
Casuarinaceae
Casuarina
equisetifolia
Sharu
In a school
campus
7
Combretaceae
Terminalia
arjuna
Arjun sadad
Roadside
8
Combretaceae
Terminalia
catappa
Badam, Indian
almond
Home garden
9
Ehretiaceae
Cordia
dichotoma
Gunda
Roadside
10
Euphorbiaceae
Emblica
officinalis
Amla, Indian
goose berry
Cultivated/agroforestry
11
Meliaceae
Azadirachta
indica
Limdo/Neem
Common
everywhere
12
Mimosaceae
Acacia nilotica
Deshi baval/
Baval tree
Common
13
Mimosaceae
Albizia lebbeck
Shirish
Roadside
14
Mimosaceae
Leucaena
leucocephala
Subaval
Roadside
15
Moraceae
Ficus
Vad/Banyan
Roadside
TREES
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.40
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
(Urticaceae)
benghalensis
16
Moraceae
(Urticaceae)
Ficus religiosa
Pipalo/Peepal
Roadside
17
Moringaceae
Moringa
oleifera
Mitho
saragavo/
Drumstick tree
Planted at home
gardencourtyard
18
Myrtaceae
Eucalyptus
globulus
Nilgiri/
Eucalyptus
Planted/
Agroforestry
19
Myrtaceae
Syzygium
cumini
Jambu,
Roseapple
Roadside
20
Salvadoraceae
Salvadora
oleoides
Mithi Jaar
Common
21
Salvadoraceae
Salvadora
persica
Piludi, Khari
Jaar
Common
22
Ulmaceae
Holoptelea
integrifolia
Kanjo/
Palpaliyu
Roadside
23
Verbenaceae
Tectona
grandis
Sag/Teak
Cultivated
SHRUBS
1
Apocynaceae
Thevetia
peruvinana
Pili Karen
Ornamental
2
Asclepiadaceae
Calotropis
procera
Akdo,
Milkweed
Common weed
3
Balanitaceae
Balanites
aegyptiaca
Ingorio
Common
4
Bignoniaceae
Tecoma stans
Vasant
Ornamental
5
Caesalpiniaceae
Parkinsonia
aculeata
Ram baval
Single specimen
6
Capparaceae
Capparis
decidua
Kerdo
Common
7
Euphorbiaceae
Kirganelia
reticulata
Kamboi
Common at
hedges of fields
8
Euphorbiaceae
Ricinus communis Arundo/
Castor
Cultivated
9
Rhamnaceae
Zizyphus
nummularia
Common
Chanibor, Ber
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.41
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
HERBS
1
Acanthaceae
Hygrophila
auriculata
Kanta shelio –
Akhro
Wetland
2
Acanthaceae
Peristrophe
bicalyculata
Kali Anghedi,
Andhedi
Throughout in
hedges
3
Amaranthaceae
Achyranthes
aspera
Anghedi
Throughout in
hedges
4
Amaranthaceae
Alternanthera
sessilis
--
Wetland
5
Amaranthaceae
Amaranthus
spinosus
--
Throughout in
hedges
6
Amaranthaceae
Nothosaerva
brachiata
--
Moist grounds
7
Apocynaceae
Catharanthus
roseus
Barmasi
Ornamental
8
Asteraceae
Grangea
maderaspatana
Madras
carpet
Common on
open moist
ground
9
Asteraceae
Launaea
procumbens
Moti bhoy
patri
Common
10
Asteraceae
Parthenium
hysterophorus
Congress
grass, Goat
grass
Common weed
11
Asteraceae
Sphaeranthus
indicus
Gorakh mundi
Through out in
drying moist
ground
12
Asteraceae
Tridax
procumbens
Pardesni
Bhangaro
Common
13
Asteraceae
Vernonia cinerea
Sahdevi
Common
14
Boraginaceae
Coldenia
procumbens
Okharad/
Basario
okharad
Common on
drying moist
ground
15
Chenopodiaceae
Chenopodium
album
Chilni Bhaji
Common weed
in cultivated
fields
16
Convolvulaceae
Cressa cretica
Rudanti/Falio/
Khariyu
On sandy slope
of pond
17
Cyperaceae
Cyperus sp.
--
Common on
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.42
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
wetland
18
Euphorbiaceae
Euphorbia hirta
Lal dudheli
Common
19
Euphorbiaceae
Phyllanthus
fraternus
Bhoi amli
Common
20
Lamiaceae
Ocimum
basilicum
Damaro
Common
21
Lamiaceae
Ocimum sanctum
Tulsi
Common
22
Lamiaceae
Plectranthus
stoksii
--
Uncommon
23
Malvaceae
Abutilon indicum
Khapat
Common
24
Malvaceae
Sida acuta
Bala
Common
25
Nyctaginaceae
Boerhavia diffusa
Satodi
Common
26
Nyctaginaceae
Boerhavia
verticilata
Satodi
Occasional in
hedges
27
Papaveraceae
Argemone
mexicana
Darudi,
Mexican
poppy
Weed in waste
places and
agricultural
fields
28
Solanaceae
Datura innoxia
Kalo daturo
Common
29
Solanaceae
Datura metel
Dhaturo,
Thorn apple
Not Common
30
Solanaceae
Physalis minima
Popati/
Parpopti
Common
31
Solanaceae
Solanum
surattense
Bhoyringani
Common weed
32
Tiliaceae
Corchorus
aestuans
Chunch
On drying moist
grounds
33
Tiliaceae
Corchorus
capsularis
Bor chhunchi
On drying moist
grounds
34
Tiliaceae
Corchorus
olitorius
--
GRASSES
1
Poaceae
Chloris barbata
Mindadiu
Common
2
Poaceae
Chloris virgata
Mindadiu
Common
3
Poaceae
Cynodon dactylon
Dharo, Durva,
Lawn grass
Common
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.43
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
4
Poaceae
Dactyloctenium
sindicum
Fatelu
Tarakiyu
Sandy soil
5
Poaceae
Desmostachya
bipinnata
Dabh
Common
6
Poaceae
Dichanthium
annulatum
Zinzvo
Common
7
Poaceae
Eragrostis tenella
Kalavo, Limor
Wetland
8
Poaceae
Oryza sativa
Rice, Paddy
Cultivated – agri.
9
Poaceae
Saccharum
bengalense
Sarkhant,
Hadol, Monj
Wetland
10
Poaceae
Setaria verticillata
Chipatiyu –
Motu
Hedges &
shaded ground
11
Poaceae
Triticum aestivum
Wheat
Cultivated – agri.
CLIMBERS
1
Asclepiadaceae
Pergularia
daemia
Chamar
dudheli
Common
2
Cucurbitaceae
Diplocyclos
palmatus
Shivlingi
Common
3
Cucurbitaceae
Luffa cylindrica
Galku
Common
4
Menispermaceae
Cocculus
pendulus
Valur
5
Menispermaceae
Cocculus villosus
Vevadi
Common on
hedges and
agricultural fields
6
Papilionaceae
Rhynchosia
minima
Dariavel
Common
AQUATIC PLANTS
1
Alismataceae
Sagittaria
sagittifolia
--
Aquatic
2
Convolvulaceae
Ipomoea
aquatica
Nalani bhaji
Aquatic - Trailer
spreading from
water to land
3
Typhaceae
Typha angustata
Gha bajariyu
Wetland
Place/Location : Gobhlaj
(Visited for the study of Avifauna)
Sr.
Family Name
Scientific Name
Local Name
Remarks
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD. , AHMEDABAD
3.44
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : Kheda, Gujarat
No.
TREES
1
Anacardiaceae
Mangifera indica
Keri/Mango
Agroforestry
2
Annonaceae
Polylathia longifolia
Asopalav,
Mast Tree
Ornamental
3
Casuarinaceae
Casuarina
equisetifolia
Sharu
Ornamental
4
Euphorbiaceae
Emblica officinalis
Amla, Indian
Goose berry
Planted Agroforestry
5
Meliaceae
Azadirachta indica
Neem, Limdo
Common
6
Mimosaceae
Prosopis juliflora
Gando baval
Common
7
Moringaceae
Moringa oleifera
Saragavo/
Drum stick
Roadside &
Agroforestry
8
Salvadoraceae
Salvadora oleoides
Mithi Jaar
Common
9
Salvadoraceae
Salvadora persica
Piludi, Khari
Jaar
Common
10
Simaroubaceae
Ailanthus excelsa
Arduso, Tree
of heaven
Roadside &
Agroforestry
11
Verbenaceae
Tectona grandis
Saag, Teak
Agroforestry
SHRUBS
1
Balanitaceae
Balanites
aegyptiaca
Hingorio,
Ingoriyo
Common in
hedges
2
Caesalpiniaceae
Parkinsonia
aculeata
Rambaval
Roadside
3
Capparaceae
Capparis decidua
Kerdo
Common
1
Acanthaceae
Lepidagathis sp.
--
--
2
Amaranthaceae
Achyranthes aspera
Andhedi
In hedges
3
Asteraceae
Grangea
maderaspatana
Madras
carpet
Wetland –
drying moist
grounds
4
Asteraceae
Launaea
procumbens
Moti Bhoi
patri
Common
5
Asteraceae
Tridax procumbens
Pardeshi
Bhangaro
Common
6
Boraginaceae
Coldenia
Okhrad
Wetland –
HERBS
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procumbens
drying moist
grounds
7
Convolvulaceae
Cressa cretica
Rodanti,
Falio khariyu
Wetland –
drying moist
grounds
8
Solanaceae
Solanum
Xanthocarpum
Bhoy Ringni
Common
weed
9
Tiliaceae
Corchorus aestuans
Chunch
Drying moist
grounds
GRASSES
1
Poaceae
Cynodon dactylon
Dharo, Durva,
Lawn grass
Common
2
Poaceae
Saccharum
bengalensis
Munj,
Sarkhant,
Hadal
Common
3
Poaceae
Sorghum bicolor
Sorghum,
Jowar
Agri.
cultivated
CLIMBERS
1
Pergularia
Daemia
Asclepiadaceae
Chamardudheli
Common
AQUATIC PLANTS
1
Alismataceae
Sagittaria
sagittifolia
--
Rooted
floating
2
Azollaceae
Azolla sp.
--
Free floating
pteridophyte
3
Hydrocharitaceae
Hydrilla
verticillata
--
Submerged
freefloating/rooted
4
Nymphaeaceae
Nymphaea sp.
Water lily
Rooted
floating
Place/Location : Samadara
Sr.
No.
Family Name
Scientific Name
Local Name
Remarks
1
Anacardiaceae
Mangifera indica
Keri/Mango
Agroforestry
2
Arecaceae
Cocos nucifera
Nariel/
Cultivated
TREES
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Coconut
3
Caesalpiniaceae
Cassia siamea
Kasid
Roadside
4
Casuarinaceae
Casuarina
equisetifolia
Sharu
Ornamental
5
Euphorbiaceae
Cicca acida
Khata Amla
Planted
6
Meliaceae
Azadirachta
indica
Limdo/Neem
Common
7
Mimosaceae
Acacia nilotica
Deshibaval/
Babool tree
Common
8
Mimosaceae
Prosopis juliflora
Gandobaval
Common
9
Moraceae
Ficus virens
Pipli
Roadside
10
Moringaceae
Moringa oleifera
Mitho
saragavo/
Drumstick
Roadside &
Agroforestry
11
Myrtaceae
Eucalyptus
globulus
Nilgiri/
Eucalyptus
Agroforestry
12
Papilionaceae
Dalbergia Sissoo
Sissoo
Roadside
13
Rutaceae
Limonia
acidissima
In village
Kothu,
Elephant/wood residential
area
apple
14
Salvadoraceae
Salvadora
oleoides
Mithi Jaar
15
Salvadoraceae
Salvadora persica Piludi, Khari jaar Common
16
Sterculiaceae
Guazuma
ulmifolia
Bhadraksh –
Khoto Rudraksh
Roadside
17
Ulmaceae
Holoptelia
integrifolia
Kanjo, Papali
Roadside &
Agroforestry
Common
SHRUBS
1
Capparaceae
Capparis decidua
Kerado
Common
2
Euphorbiaceae
Euphorbia nerifolia
Thor
On hedged
3
Euphorbiaceae
Kirganelia reticulata
Kamboi
Common
4
Euphorbiaceae
Ricinus communis
Arundo,
castor
Common
1
Acanthaceae
Justicia sp.
--
Wetland
2
Lamiaceae
Ocimum sanctum
Tulsi
Ornamental
HERBS
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3
Malvaceae
Abutilon indicum
Khapat,
Kanski
Common
4
Malvaceae
Sida alba
Kantalo Bala
Common
5
Malvaceae
Sida cordata
Bala
Common
6
Malvaceae
Sida cordifolia
Bala
Common
7
Malvaceae
Urena lobata
Vagadau
Common
8
Asteraceae
Launea
procumbens
Moti Bhon
patri
Wetland
9
Molluginaceae
Mollugo sp.
--
Wetland
10
Boraginaceae
Coldenia
procumbens
Okharad
Wetland
11
Acanthaceae
Hygrophilla
auriculata
Kanta shelio
Wetland
12
Amaranthaceae
Amaranthus
spinosus
Kantali Bhaji
Wetland
GRASSES
1
Poaceae
Chloris barbata
Mindadiyu
Common
2
Poaceae
Cynodon dactylon
Dharo, Durva,
Lawn grass
Common
3
Poaceae
Dactyloctenium
sindicum
Tarakiyu
Common
4
Poaceae
Dichanthium
annulatum
Zinzvo
Common
5
Poaceae
Eragrostis tenella
Kalavo, Limor
Common
6
Poaceae
Saccharum
benghalense
Sarkhant
Hadol Monj
Roadside
Chamer
Dudheli
Common
CLIMBERS
1
Asclepiadaceae
Pergularia daemia
AQUATIC PLANTS
1
Azollaceae
Azolla sp.
--
Common
2
Convolvulaceae
Ipomoea
aquatica
Nalani bhaji
Common
3
Hydrocharitaceae
Hydrilla verticillata
--
Common
4
Hydrocharitaceae
Vallisneria spiralis
--
Common
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5
Lemnaceae
Lemna sp.
Duck weed
Common
6
Typhaceae
Typha angustata
Gha bajariyu
Wetland
FUNGI
MUSHROOM
1.
Agaricaceae
Agaricus sp.
Mushroom
Wasteland or
organic debris
Place/Location : Sankhej
Family Name
Scientific Name
Local
Name
Remarks
1
Caesalpinaceae
Tamarindus indica
Amli,
Tamarind
Agroforestry
2
Caricaceae
Carica papaya
Papaiya
Planted
3
Ebenaceae
Diospyros
melanoxylon
Timru
Agroforestry
4
Euphorbiaceae
Emblica officinalis
Amla,
Indian
goose
berry
Agroforestry
5
Meliaceae
Azadirachta indica
Limdo,
Neem
Common
6
Mimosaceae
Acacia nilotica
Babul tree,
Deshi
baval
Common at
road-side &
agri. fields
7
Mimosaceae
Pithecellobium dulce
Goras amli
Scattered
Roadside
8
Mimosaceae
Prosopis cineraria
Khijado
Roadside and
in agri. fields
9
Mimosaceae
Prosopis juliflora
Gando
baval
Common at
road-side &
agri. fields
10
Moraceae
Streblus asper
Harero
Common at
road-side &
agri. fields
Sr.
No.
TREES
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11
Myrtaceae
Eucalyptus globulus
Nilgiri/
Eucalyptus
Agroforestry
12
Salvadoraceae
Salvadora oleoides
Mithi jaar
Common
13
Salvadoraceae
Salvadora persica
Khari jaar
Common
14
Simaroubaceae
Ailanthus excelsa
Arduso,
Tree of
heaven
Roadside &
Agroforestry
15
Ulmaceae
Holoptelea
integrifolia
Kanjo,
Papdi
Roadside
16
Verbenaceae
Tectona grandis
Sag, Teak
Agroforestry
Akdo,
Milkweed
Common
weed
SHRUBS
1
Asclepladaceae
Calotropis procera
2
Balanitaceae
Balanites aegyptiaca Hingorio,
Ingorio
In hedges
3
Euphorbiaceae
Euphorbia neriifolia
Thor
Fencing of
agri. fields
4
Euphorbiaceae
Kirganelia reticulata
Kamboi
Common
5
Rhamnaceae
Zizyphus nummularia
Bordi, Ber
Common
1
Amaranthaceae
Achyranthes aspera
Anghedi
Drying moist
grounds
2
Asteraceae
Eclipta alba
Bhangaro
Wetland
3
Asteraceae
Sphaeranthus indicus
Gorakh
mundi
Drying moist
grounds
4
Asteraceae
Tridax procumbens
Pardeshi
Bhangro
Common
5
Asteraceae
Xanthium strumarium
Gadario
On drying
moist
grounds
6
Euphorbiaceae
Euphorbia
microphylla
--
Common
7
Euphorbiaceae
Phyllanthus fratensus
Bhony amli
Common
8
Malvaceae
Sida rhombifolia
--
Common
9
Papilionaceae
Indigofera linifolia
Nani gali
Common
10
Solanaceae
Solanum nigrum
Piludi
Common
HERBS
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11
Tiliaceae
Corchorus aestuans
Chhunch
Drying moist
grounds
GRASSES
1
Poaceae
Chloris barbata
Mindadiyu
Common
2
Poaceae
Cynodon dactylon
Durva,
Dharo, Lawn
grass
3
Poaceae
Dicanthium
annulatum
Zinzvo
Common
4
Poaceae
Eragrostis tenella
Kalavo,
Limur
Common
5
Poaceae
Sorghum bicolor
Jowar
Cultivated
6
Poaceae
Triticum aestivum
Wheat
Cultivated
CLIMBERS
1.
Asclepiadaceae
Pergularia daemia
Chamar
dudheli
Common
2.
Convolvulaceae
Ipomoea nil
--
Common
3.
Papilionaceae
Rhynchosia minima
Dariavel
Common
AQUATIC PLANTS
1
Convolvulaceae
Ipomoea aquatica
Nalani
bhaji
Trailer
2
Marseliaceae
Marselia sp.
Marselia
Pteridophyte
Fern
*Some drying cucurbits were also noted
Place/Location : Mahij
Sr.
No.
Family Name
Scientific Name
Local
Name
Remarks
1
Annonaceae
Polylathia longifolia
Asopalav,
Mast tree
Ornamental
2
Ehretiaceae
Cordia dichotoma
Gunda
Roadside
3
Meliaceae
Azadirachta indica
Limdo,
Neem
Common
TREES
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4
Mimosaceae
Acacia nilotica
Desi baval,
Babul
Roadside
5
Mimosaceae
Albizia lebbeck
Shirish
Along
roadsides
6
Mimosaceae
Leucaena
leucocephala
Subaval
Roadside
7
Mimosaceae
Pithecellobium dulce
Along
Vilayati
amli, Goras roadsides
amli. Zad
jalebi
8
Mimosaceae
Prosopis juliflora
Gando
baval
Common
weed
9
Moraceae
Ficus benghalensis
Vad,
Banyan
Roadside
10
Moraceae
Ficus religiosa
Pipalo,
Peepal
Roadside
11
Moraceae
Ficus virens
Pipli
Roadside
12
Myrtaceae
Syzygium cumini
Jambu,
Roadside &
Rose apple Agroforestry
13
Rutaceae
Limonia acidissima
Kothu,
Woodapple, Elephant
apple
Roadside
14
Salvadoraceae
Salvadora oleoides
Mithi Jaar
Common
15
Salvadoraceae
Salvadora persica
Khari Jaar
Common
16
Sapotaceae
Manilkara zapota
Chikoo
Cultivated
17
Simaroubaceae
Ailanthus excelsa
Arduso,
Tree of
heaven
Roadside &
Agroforestry
18
Ulmaceae
Holoptelea
integrifolia
Kanjo
Papdi
Roadside
SHRUBS
1
Asclepiadaceae
Calotropis procera
Akdo,
Milkweed
Common
weed
2
Capparaceae
Capparis sepiaria
Kanther
Common
3
Euphorbiaceae
Euphorbia neriifolia
Thor
Fencing of
agri. fields
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EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
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4
Euphorbiaceae
Kirganelia reticulata
Kamboi
Common
5
Euphorbiaceae
Ricinus communis
Arundo,
Castor
Planted
6
Rhamnaceae
Zizyphus nummularia
Bor
Common
7
Verbenaceae
Lantana camara
Indradhanu
Common
1
Amaranthaceae
Achyranthes
aspera
Anghedi
Common in
hedges
2
Amaranthaceae
Amaranthus
spinosus
Kantali bhaji
Moist areas
3
Asteraceae
Xanthium
strumarium
Gadario
Common in
moist open
areas
4
Brassicaceae
Brassica juncea
Rai
Cultivated
5
Caesalpiniaceae
Cassia
occidentalis
Kasundari,
Sundaro
Drying moist
land
6
Lythraceae
Ammania
baccifera
Jal Agio
Wetland
7
Malvaceae
Abutilon indicum
Khapat,
Kansla
Common
8
Malvaceae
Sida alba
Bala
Common Wasteland
9
Malvaceae
Urena lobata
Vagadau
Bhindo
Common
10
Papaveraceae
Argemone
mexicana
Darudi,
Mexican
poppy
Common
weed in
waste places
& cultivated
fields
11
Papilionaceae
Cajanus cajan
Tuver, Pigeon
pea
Cultivated
12
Solanaceae
Physalis minima
Popati/
Parpoti
Common
13
Solanaceae
Solanum nigrum
Piludi
Wild herb
14
Solanaceae
Solanum
surattense
Bhoyringani
Common
weed
HERBS
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GRASSES
1
Poaceae
Cenchrus ciliaris
Anjan,
Dhaman
Common
2
Poaceae
Chloris barbata
Mindadiyu,
Shiyal Punch
Common
3
Poaceae
Cynodon dactylon
Dharo,
Durva, Lawn
grass
Common
4
Poaceae
Dichanthium
annulatum
Zinzvo
Common
5
Poaceae
Eragrostis tenella
Kalavo,
Limor
Common
CLIMBERS
1
Asclepiadaceae
Pergularia daemia
Chamar
dudheli
2
Cucurbitaceae
Luffa cylindrica
Doodhi
Ipomoea aquatica
Nalini bhaji
Common
AQUATIC PLANTS
1
Convolvulaceae
Trailer
Table No. 3.12 Species - Fauna & AviFauna (During Visit)
Fauna
Family Name
Scientific Name
Common Name
1
Boidae
Eryx johnii
Red sand Boa (Andhadi chakad)
2
Canidae
Conis aureus
Jackal (Shiyal)
3
Canidae
Vulpes benghalensis
Indian Fox (Lokdi)
4
Cereopithecidae Presbytis enetellus
Common Langur (Hanuman
langur)
5
Colubridae
Ptyas mocosos
Indian Rat Snake (Dhaman)
6
Colubridae
Xenochrophis piscator
Checkered Keel back (Dendavo)
7
Elapidae
Bungarus caeruleus
Common Indian Krait (Kadotaro)
8
Elapidae
Naja naja
Common cobra (Nag)
9
Erinaceidae
Paraechinus misfopus
Pale Hedgehog (Shelo)
Sr.
No.
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10
Herpestidae
Herpestes edwardsi
Common mongoose (Noliyo)
11
Hyaenidae
Hyaena hyaene
Striped Hyena (Jharakh)
12
Hystricidae
Hystrix indica
Indian Porcupine (Shahudi)
13
Leporidae
Lepus nigricollis
Indian Hare (Sasalu)
14
Muridae
Vandeleuria oleraceae
Long Tailed Tree Mouse
15
Mustelidae
Mallivora capensis
Indian Ratel (Ghor khodiyu)
16
Pteropidae
Pteropus giganteus
Indian Flying fox (Vagol)
17
Ranidae
Limnonectes limnocharis
Indian Cricket Frog
18
Soricidae
Suncus murinus
Musk shrew (Bhukhru kasturi,
Chhachhundar)
19
Trionychidae
Lissemys punctata
Indian mud or lap shell turtle
(Kacher)
20
Varnidae
Varanus bengalensis
Common Indian Monitor (Ghajro,
Gho, Patala Gho)
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AVIFAUNA∗
Family Name
Scientific Name
Common/Local
Name
Status 1
1
Accipitridae
Elanus caeruleus
Blackshouldered
Kite (Kapasi)
R
2
Accipitridae
Milvus migrans
Black Kite
(Samdi)
R
3
Acciptridae
Accipiter badius
Shikra (Shakro)
R
4
Alcedinidae
Alcedo atthis
Small Blue
Kingfisher (Nano
Kalkaliyo)
RM
5
Alcedinidae
Ceryle rudis
Lesser Pied
Kingfisher (Kabro
Kalkaliyo)
R
6
Alcedinidae
Halcoyon
smyrnensis
White-breasted
Kingfisher
(Kalkaliyo)
R
7
Ardeidae
Ardea purpurea
Purple Heron
(Nadi Baglo)
8
Ardeidae
Ardeola grayii
Indian Pond
Heron (Kani Bagli)
9
Ardeidae
Bubulcus ibis
Cattle Egret
(Dhor Baglo)
10
Ardeidae
Egretta garzetta
Little Egret (Nano
Dholo Baglo)
R
11
Capitonidae
Megalaima
haemacephala
Coppersmith
Barbet (Kansaro,
Tuktuk)
R
12
Charadridae
Actitis
hypoleucos
Common
Sandpiper (Nani
Tutwari)
RM
13
Charadridae
Vanellus indicus
Red Wattled
Lapwing (Titodi)
R
14
Ciconiidae
Anastomas
oscitans
Asian Open Bill
Stork (Fati
Chanch Dhonk)
R
Sr. No.
∗
1
RM
R
RM
As spotted during the visit
R = Resident; RM = Resident Migrant; M = Migrant
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Family Name
Scientific Name
Common/Local
Name
Status
15
Ciconiidae
Mycteria
leucocephala
Painted Stork (Pili
Chanch Dhonk)
RM
16
Columbidae
Columba livia
Blue Rock Pigeon
(Kabutar)
R
17
Columbidae
Streptopelia
decaocto
Eurasian collared
Dove (Kantha
Lado Holo)
R
18
Columbidae
Streptopelia
orientalis
Laughing Dove
(Holi)
R
19
Columbidae
Streptopelia
senegalensis
Little Brown Dove
(Lotan Holo)
R
20
Coraciidae
Coracius
benghalensis
Indian Roller
(Chash)
R
21
Corvidae
Corvus
macrorhynchos
Jungle Crow
R
22
Corvidae
Corvus splendens
House crow
(Kagdo)
R
23
Cuculidae
Centropus
sinensis
Greater Coucal
(Ghunkiyo, Huko,
Ghoyro)
R
24
Cuculidae
Eudynamus
scolopacea
Asian Koel (Koel)
R
25
Daniidae
Lanius schach
Rufous Backed
Shrike (Matiyo
Latoro)
R
26
Dicruridae
Dicrurus
macrocerous
Black Drongo
(Kado koshi)
R
27
Falconidae
Circus
aeruginosus
Eurasian Marsh
Harrier
(Panpattai)
28
Gruidae
Grus antigone
Sarus Crane
(Saras)
R
29
Hirondinidae
Hirondo smithii
Wire tailed
Swallow
(Tarodiyu)
R
30
Hirundinidae
Hirundo rustica
Common
swallow
RM
Sr. No.
RM
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Family Name
Scientific Name
Common/Local
Name
31
Meropidae
Merops orientalis
Small Bee Eater
(Nano Patrango)
32
Motacillidae
Motacilla alba
White Wagtail
(Diwalighodo)
RM
33
Nectariniidae
Nectarinia
asiatica
Purple sunbird
(Shakkarkhoro)
R
34
Phalacrocoracid Phalacrocorax
ae
niger
35
Phasianidae
36
Sr. No.
2
Status 2
R
Little cormorant
(Nano Kajiyo)
RM
Francolinus
pondicerianus
Grey Francolin
(Tetar)
R
Phasianidae
Pavo cristatus
Indian Peafowl
(Mor & Dhel)
R
37
Ploceidae
Lonchura
malabarica
Indian Silver bill
(Tapasiyu)
R
38
Ploceidae
Passer domesticus
House sparrow
(Chakli)
R
39
Ploceidae
Ploceus
philippinus
Weaver Bird
(Sugari)
R
40
Psittacidae
Psittacula krameri
Rose ringed
Parakeet (Popat,
Sodo)
R
41
Pycnonotidae
Pycnonotus cafer
Red Vented
Bulbul (Bulbul)
R
42
Pycnonotidae
Pycnonotus
leucotis
White Cheek
Bulbul (Ran
Bulbul)
R
43
Rallidae
Amaurornis
phoenicurcus
White Breasted
Waterhen
(Safedchati
Santakukdi)
R
44
Rallidae
Gallinula
chloropus
Common
Moorhen (Jal
Murghi)
RM
45
Recurvirostridae
Himantopus
himantopus
Black Winged
Stilt (Gajpau)
R
R = Resident; RM = Resident Migrant; M = Migrant
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Family Name
Scientific Name
Common/Local
Name
46
Strunidae
Sturnus
pagodarum
Brahminy Myna
(Brahminy Kabar)
R
47
Sturnidae
Acridotheres tristis
Common Myna
(Kabar)
R
48
Sturnidae
Sturnus roseus
Rosy starling
(Vaiyu)
M
49
Threskiomithidae
Pseudibis
papillosa
Black Ibis (Kali
Kankansar)
R
50
Threskiornithidae
Plegadis
falanellus
Glossy Ibis (Nani
Kankansar)
51
Threskiornithidae
Threskiornis
melanocephalus
Oriental White
Ibis (Safed
Kankansar)
R
52
Timaliinae
Copsychus
saularis
Magpie Robin
(Daiyad)
R
53
Timaliinae
Orthotomus
satorius
Common
tailorbird
(Darjido)
R
54
Timaliinae
Prinia socialis
Ashy Prinia
(Fadkafutki)
R
55
Timaliinae
Saxicola torquata
Common
Stonechat
56
Timaliinae
Saxicoloides
fulicata
Indian Robin
(Devchakli)
R
57
Timaliinae
Sylvia curruca
Common Lesser
White throat
(Shwetkanth)
M
58
Timaliinae
Turdoides
malcolmi
Large Grey
babbler (Motu
Lelu, Laledo)
R
59
Timaliinae
Turdoides striatus
Jungle Babbler
(Van Lelu)
R
60
Upupidae
Upupa epops
Common
Hoopoe (Ghanti
tankno)
Sr. No.
Status i
RM
RM
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3.9 SOCIOECONOMIC ENVIRONMENT
For the p resent s tudy, an a rea of 10 km r adius ha s b een d elineated
considering p roject site as c entre. The villages c overed u nder s tudy area
alongwith the nea rest town a nd the d istance f rom the v illage a re
depicted a t Table no. 3.13. The inf ormation ha s b een c ollected f rom
secondary sources viz. Primary Census Abstract CD-2001 for Demographic
and E conomic s tructure a s well a s p rimary s urvey c arried o ut (for b asic
amenities available) regarding socio-economic profile.
o Demographic structure
o Economic structure
o Availability of basic amenities
Table No. 3.13 Villages covered under Study Area
Sr.
No.
1.
Village
Nearest town
Raska
MAHEMDAVAD
Dist in Km
from village
10
District
2.
Kanij
MAHEMDAVAD
8
KHEDA
3.
Umiyapura
KHEDA
18
KHEDA
4.
Mahij
MAHEMDAVAD
14
KHEDA
5.
Bidaj
KHEDA
16
KHEDA
6.
Kanera
KHEDA
10
KHEDA
7.
Sarsa
KHEDA
22
KHEDA
8.
Sankej
KHEDA
13
KHEDA
9.
Pinglaj
KHEDA
15
KHEDA
10.
Kathwada
KHEDA
18
KHEDA
11.
Navagam
KHEDA
15
KHEDA
12.
Samadra
KHEDA
14
KHEDA
13.
Dedarda
KHEDA
8
KHEDA
14.
Parsantaj
KHEDA
6
KHEDA
15.
Gobhalaj
KHEDA
12
KHEDA
16.
Chalindra
KHEDA
16
KHEDA
KHEDA
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17.
Dharoda
KHEDA
19
KHEDA
18.
Chitrasar
KHEDA
17
KHEDA
19.
Dhathal
KHEDA
7
KHEDA
20.
Geratpur
AHMADABAD
12
AHMADABAD
21.
Devdi
AHMADABAD
19
AHMADABAD
22.
Jetalpur
AHMADABAD
16
AHMADABAD
23.
Giramtha
AHMADABAD
15
AHMADABAD
24.
Miroli
AHMADABAD
25
AHMADABAD
25.
Navapura
AHMADABAD
23
AHMADABAD
26.
Mahijda
AHMADABAD
25
AHMADABAD
27.
Naj
AHMADABAD
20
AHMADABAD
28.
Bareja
AHMADABAD
25
AHMADABAD
30.
Navagam
KHEDA
15
KHEDA
3.9.1 Demographic Structure
The d emographic s tructure of the v illages c overed in s tudy a rea is
summarized in Table No. 3.14, which highlights information viz. households,
population, and literacy. The demographic details have been abstracted
from P rimary C ensus A bstract – CD- 2001 fo r Di strict Ahmedbad a nd
Kheda for Gujarat State.
Table No. 3.14 Demographic Structure of Study Area
Sr.
Villages
No. Of.
Population
N
Househo
o
lds
Total
Male
Litreates
Illitreates
%Literacy
Femal
e
1
Raska
550
2779
1473
1306
1465
1314
52.72
2
Kanij
1471
7231
3779
3452
4643
2588
64.21
3
Umiyapura
292
1491
777
714
1031
460
69.15
4
Mahij
1146
5496
2844
2652
3153
2343
57.37
5
Bidaj
632
3022
1578
1444
1797
1225
59.46
6
Kanera
322
1542
799
743
878
664
56.94
7
Sarsa
389
1989
1017
972
1137
852
57.16
8
Sankej
723
3451
1774
1677
1985
1466
57.52
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9
Pinglaj
139
651
334
317
394
257
60.52
10 Kathwada
404
2254
1157
1097
1107
1147
49.11
11 Navagam
896
4311
2281
2030
2997
1314
69.52
12 Samadra
352
1736
904
832
1017
719
58.58
13 Dedarda
303
1590
814
776
766
824
48.18
14 Parsantaj
687
4107
2135
1972
2008
2099
48.89
15 Gobhalaj
462
2469
1232
1237
1498
971
60.67
16 Chalindra
196
1066
554
512
556
510
52.16
17 Dharoda
478
2570
1345
1225
1370
1200
53.31
18 Chitrasar
324
1584
829
755
929
655
58.65
19 Dhathal
257
1182
601
581
581
601
49.15
20 Geratpur
425
1941
1006
935
1435
506
73.93
21 Devdi
449
2266
1154
1112
1363
903
60.15
22 Jetalpur
1059
5378
2953
2425
4029
1349
74.92
23 Giramtha
661
3328
1774
1554
2209
1119
66.38
24 Miroli
624
3012
1606
1406
1540
1472
51.13
25 Navapura
396
1995
1038
957
866
1129
43.41
26 Mahijda
546
2535
1317
1218
1442
1093
56.88
27 Naj
404
2076
1087
989
1300
776
62.62
28 Bareja
3080
15427
8066
7361
10145
5282
65.76
29 Nandej
1477
7642
4081
3561
5270
2372
68.96
30 Navagam
104
562
286
276
157
405
27.94
19248
96683
50595
46088
59068
37615
61%
Total
NOTE :
A pe rson a ged 7 y ears a nd a bove w ho c an bo th r ead and w rite w ith
understanding in any language has been taken as literate. It is not necessary for a person
to h ave r eceived a ny f ormal e ducation o r pa ssed a ny m inimum e ducational s tandard
for being treated as literate.
(Source :Primary Census Abstract – CD- 2001)
The significant features observed are :
 The total population of the study area is 96,683
 The sex ratio of study area (No. of females per 1000 makes) is 911.
 It is observed that study area has an average literacy rate of 61%
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3.9.2 Economic Structure
The population can be divided into two groups in terms of employment :
Workers a nd N on –workers. Workers a re f urther c ategorized in to M ain
workers and Marginal workers.
 Main worker: A p erson w ho ha s w orked last year f or s ix m onths o r
more.
 Marginal worker: A p erson who has worked last year for less than six
months.
 Non-worker: A w orker w ho d id not w ork a t all during the r eference
period of one year.
Distribution of main workers, marginal workers and non-workers of total
population is presented at Table No. 3.15.
Main w orkers and m arginal w orkers c an b e d ivided int o f urther f our
categories:
 Cultivators
 Agricultural labours
 Household industry
 Other workers
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Table No. 3.15 Distribution of Workers and Non-workers
Sr.
Villages
Populatión
No.
Main Workers
Persons
(%)
Marginal
Workers
Persons (%)
Non-workers
Persons
(%)
Employ
ment
Ratio
(%)
1
Raska
2779
1114
40
94
3
1571
57
2
Kanij
7231
2870
40
267
4
4094
57
43
3
Umiyapura
1491
706
47
69
5
716
48
52
4
Mahij
5496
2187
40
98
2
3211
58
42
5
Bidaj
3022
1270
42
174
6
1578
52
48
6
Kanera
1542
447
29
80
5
1015
66
34
7
Sarsa
1989
845
42
268
13
876
44
56
8
Sankej
3451
929
27
561
16
1961
57
43
9
Pinglaj
651
299
46
20
3
332
51
49
10
Kathwada
2254
475
21
313
14
1466
65
35
11
Navagam
4311
1341
31
279
6
2691
62
38
12
Samadra
1736
638
37
169
10
929
54
46
13
Dedadra
1590
805
51
103
6
682
43
57
14
Parsantaj
4107
1709
42
137
3
2261
55
45
15
Gobhalaj
2469
695
28
357
14
1417
57
43
16
Chalindra
1066
303
28
150
14
613
58
42
17
Dharoda
2570
995
39
270
11
1305
51
49
18
Chitrasar
1584
483
30
101
6
1000
63
37
19
Dhathal
1182
313
26
330
28
539
46
54
20
Geratpur
1941
603
31
62
3
1276
66
34
21
Devdi
2266
878
39
214
9
1174
52
48
22
Jetalpur
5378
1620
30
616
11
3142
58
42
23
Giramtha
3328
1269
38
278
8
1781
54
46
24
Miroli
3012
790
26
742
25
1480
49
51
25
Navapura
1995
821
41
339
17
835
42
58
26
Mahijda
2535
976
39
439
17
1120
44
56
27
Naj
2076
654
32
178
9
1244
60
40
28
Bareja
15427
4819
31
520
3
10088
65
35
29
Nandej
7642
2829
37
98
1
4715
62
38
30
Navagam
562
104
19
37
7
421
75
25
96683
33787
34.95
7363
7.62
55533
57.44
42.56
Total
(Source :Primary Census Abstract – CD- 2001)
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 It is o bserved that s tudy a rea ha s a n a verage em ployment r ate o f
42.56 %
 The distribution of workers and non-workers is shown in p ie-diagram
at figure no 3.6.
Cultivator:
A person who has been engaged either as an employer, single worker
or f amily w orker in c ultivation of u ndernoted c rops on l and owned o r
held from Government or private persons or ins titutions for payment in
money, kind or share in c ultivation including supervision of direction of
cultivation.
Agricultural labour:
A person who works in another person’s land for wages in c ash/kind or
share crop is regarded as an Agricutural labourer.
Household industry :
An ind ustry c onducted b y o ne o r m ore members o f the ho usehold a t
home or within the village in r ural areas and within the precincts of the
houses w here the h ousehold lives in u rban a reas. I t s hould b s maller
than the s cale o f a r egistered f actory a nd s hould b e en gaged in
manufacturing, processing, servicing and repairs of goods.
Other Workers :
All w orkers, i. e., those w ho ha ve b een engaged in s ome ec onomic
activity d uring the l ast o ne year, b ut a re no t c ultivators o r a gricultural
labourers o r in H ousehold Industry, a re ' Other Workers (OW)'. T he type
of w orkers that c ome u nder t his c ategory o f ' OW' i nclude a ll
government servants, municipal employees, teachers, factory workers,
plantation w orkers, those eng aged in
trade, c ommerce, b usiness,
transport b anking, m ining, construction, political or social work, priests,
entertainment artists, e tc. In ef fect, all t hose w orkers other than
cultivators o r a gricultural labourers o r h ousehold i ndustry w orkers, a re
'Other Workers'.
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Distribution of main workers and marginal workers in sub categories is
presented at Table No. 3.16.
Table No. 3.16 Distribution of Workers into sub-categories
Sr.
No.
Villages
Main Workers
1
Raska
385
2
Kanij
3
Cultivators
Agricultural
Labours
Marginal Workers
Household
industry
Others
Cultivato
rs
219
6
504
8
628
774
10
1458
Umiyapur
a
106
29
10
4
Mahij
386
948
5
Bidaj
134
6
Kanera
7
Agricultural
Labours
House
hold
industr
y
Others
37
0
49
16
157
7
87
561
0
3
0
66
8
845
6
50
5
37
664
5
467
2
140
0
32
98
245
0
104
14
51
0
15
Sarsa
195
284
4
362
12
157
0
99
8
Sankej
367
394
8
160
3
425
3
130
9
Pinglaj
111
37
15
136
0
15
2
3
10
Kathwad
a
88
174
1
212
14
268
0
31
11
Navaga
m
165
460
11
705
4
138
2
135
12
Samadra
134
348
0
156
2
80
0
87
13
Dedadra
184
290
3
328
0
42
0
61
14
Parsantaj
593
605
1
510
27
22
0
88
15
Gobhalaj
229
188
5
273
30
233
19
75
16
Chalindra
82
72
0
149
2
138
0
10
17
Dharoda
268
370
5
352
5
185
1
79
18
Chitrasar
188
140
14
141
9
54
0
38
19
Dhathal
86
152
0
75
15
168
3
144
20
Geratpur
58
73
31
441
1
31
12
18
21
Devdi
172
146
10
550
34
112
1
67
22
Jetalpur
359
116
3
1142
19
47
420
130
23
Giramtha
180
293
62
734
27
89
9
153
24
Miroli
253
216
3
318
79
483
2
178
25
Navapur
a
348
411
11
51
14
308
1
16
26
Mahijda
287
148
29
512
22
275
23
119
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27
Naj
96
105
3
450
5
55
1
117
28
Bareja
474
958
186
3201
20
208
43
249
29
Nandej
205
173
56
2395
0
8
19
71
30
Navaga
m
100
4
0
0
0
37
0
0
6959
9036
500
17292
390
4016
573
2384
7.0
9.1
0.5
17.3
0.4
4.0
0.6
2.4
Total
Percentage with
reference to total
population
(Source : Primary Census Abstract – CD- 2001)
 It r eveals f rom the a bove d ata that m ajor p art of w orkers i. e. 47%
are eng aged in
other w ork than agriculture a nd ho usehold
industries.
 Distribution of w orkers in s ub- categories i s shown in p ie-diagram at
figure no. 3.7.
Main Workers
Marginal Workers
Non-workers
Main Workers
35%
Non-w orkers
57%
Marginal
Workers
8%
FIGURE 3.6 DISTRIBUTIONS OF WORKERS AND NON-WORKERS
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Cultivators
18%
Others
47%
Household
Industry
3%
Agricultural
Labours
32%
FIGURE 3.7 DISTRIBUTIONS OF WORKERS IN CATEGORIES
3.9.3 Basic Amenities / Village Level Infrastructure
The p rimary s urvey was c arried o ut f or g athering inf ormations r elated to
basic a menities / inf rastructures a vailable a t v illage l evel a nd its
adequacy and effectiveness for villages covered in t he study area of the
project.
Lack of proper infrastructure and accessibility to civic services are among
the k ey r easons o f p oor l iving c onditions a nd s ocio-economic
backwardness o f the r ural ar eas. L ack of all-weather r oads, el ectricity,
drinking w ater and s anitation f acilities hig hly a ffects the s ocial a nd
economic g rowth of r ural a reas. L ack o f im proper a menities a nd
infrastructure a lso hi nders s ervices a nd productions o f the r ural a reas t o
flourish. A lthough o ver the y ears f ocus ha s b een g iven towards c reation
and d evelopment of r ural inf rastructure a nd s ervice d elivery, there a re
some issues that has never could get rid off.
 Physical c ondition of the inf rastructure o nce c reated, w ith r egular
repair and maintenance
 Accessibility to these infrastructures by all section of society
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 Utilization of the services by those who needs it the most
 Quality of the services provided
Along w ith the a dequacy o f the inf rastructures i t is eq ually i mportant to
ensure the ef fectiveness of the in frastructure c reated and a ccessibility of
basic c ivic amenities to all. In the s tudy, an a ttempt w as m ade to assess
these parameters in terms of civic amenities.
Services covered under this include;
A. Drinking water
B. Drainage system
C. Health care infrastructure
D. Educational Infrastructure
E. Agriculture & Irrigation infrastructure
F. Veterinary Services
G. Civic & Public Service Infrastructure
i. Gram Panchayat
ii. Community hall
iii. Electricity and Lighting
iv. Public Distribution System
v. Bus stoppage
vi. Post office and Bank
The d ata related to a bove m enteiond inf rastructure available a t
village level as well as its adequacy and effectiveness has been given
at Table No. 3.17(1)from Table No.3.17(19) .
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A. Drinking water
Access and availability of adequate and safe drinking water is one of the
most b asic hu man need s. T he s tudy ha s tried to c apture aspects u nder
drinking w ater provision. Al l the 30 villages reported drinking w ater supply
infrastructure a vailable. T able b elow g ives a p icture o f d rinking w ater
status in 30 study villages.
Table 3.17(1): Status of Drinking Water Infrastructure
Drinking water supply
infrastructure
Number of villages
Percent
Well built
27
90.0
Weak built
3
10.0
Total
30
100.0
Number of villages
Percent
Good
27
90.0
Fair
2
6.7
Poor
1
3.3
Total
30
100.0
Number of villages
Percent
Adequate
26
86.7
Partial
3
10.0
Nominal
1
3.3
Total
30
100.0
Drinking water supply service
Drinking water supply
arrangement
It was observed that drinking water supply infrastructure was reported well
built in 27 villages (90%) and reported weak in 3 villages. The villages that
reported weak infrastructure are – Raska, Gratpur and Dedarda. While 27
villages also reported satisfactory water supply, 2 fair and 1 reported poor
water supply.
These a re the s ame v illages t hat r eported w eak inf rastructure a mong
which D edarda r eported p oor w ater s upply; the s ame v illage r eported
nominal a rrangement f or w ater s upply while o ther two r eported p artial
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arrangement. T his i mplies t hree v illages need in tervention for im proving
the drinking water service.
Table 3.17(2) : Drinking Water Infrastructure
Drinking water
Infrastructure
Number of villages
%
Tap
30
100.0%
Well
3
10.0%
Overhead tank
30
100.0%
Tube Well
30
100.0%
Hand Pump
1
3.3%
The availability of drinking water supply indicates that all the 30 villages
have tap water with tube well and overhead tank. Besides tap water 3
villages have dug well and one have hand pump.
From the data presented above and from the discussions with community,
it w as learnt that accessibility is no t a major c oncern, b ut av ailability,
especially internal distribution is a concern for some villages.
B. Drainage System
In the c urrent s cenario w here, p opulation is c oncentrating a nd lifestyle i s
changing, while open lands are shrinking, sanitation has become a major
rural d evelopment is sue. P articularly d isposal o f w aste w ater is im portant
to tackle water originated diseases like malaria, jaundice, diaeherea etc.
The following table shows details of drainage facilities in the study villages.
Table 3.17(3): Drainage Infrastructure
Availability of drainage system
Number of villages
Percent
Yes
25
83.3
No
5
16.7
Total
30
100.0
Coverage of drainage infrastructure Number of villages
Percent
Adequate
17
68.0
Limited
2
8.0
Minimal
6
24.0
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Total
25
100.0
Number of villages
Percent
Pucca
17
68.0
Kaccha
4
16.0
Half Constructed
4
16.0
Total
25
100.0
Type of drainage infrastructure
Conditions of drainage infrastructure Number of villages
Percent
Good
16
64.0
Fair
3
12.0
Poor
6
24.0
Total
25
100.0
In 2 5 v illages d rainage s ystems d o exis t but only in 1 7 v illages i t is s erving
the purpose. In two villages drainage covers the village partially and in six
villages o nly s mall a rea is c overed b y the d rainage s ervice. While in 1 7
villages t he d rainage s ystems a re f ully c onstructed in c oncrete, in 4
villages it is kachha trenches and in other 4 villages drainage lines are half
constructed.
While looking int o the c onditions o f the inf rastructure o nly 1 6 v illages
reported good conditions, 3 reported fair and 6 reported poor conditions.
Further, it was observed that in m any villages drainage systems are either
broken or blocked. There is no solid waste collection and disposal system
found in any of the villages.
C. Health care infrastructure
Healthcare inf rastructure ind icates towards a ccessibility and q uality o f
healthcare s ervices. In r ural a reas p eople mostly d epends o n p ublic
healthcare s ervices; m inor hea lth p roblems a re t reated in hea lth s ubcentres and major problems are treated in PHCs.
While a C ommunity Health C entre p rovides s ervices to a l arge a rea w ith
additional capacities, equipments and expertise. The table below displays
accessibility to different healthcare institutions.
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Table 3.17(4) : Accessibility to Healthcare Infrastructure
Healthcare infrastructures
Number of villages
Percent
Health sub center
13
43.3
Community Health center
1
3.3
Homeopathic Dispensary
7
23.3
Reg. Private practitioners
12
41.4
PHC
4
13.3
Maternity Home
2
6.7
Nursing Home
2
6.7
The v illages ha ve g ood a ccessibility t o hea lthcare institutions; 13 v illages
have g overnment h ealth s ub-centres, 4 have P HC a nd o ne CHC. Ap art
from t hat people a re a ccess t o 12 p rivate p ractitioners, 7 homeopathic
practitioners, 2 maternal care centres and 2 private nursing homes.
Of these hea lth c are ins titutions the f ollowing t able d isplays t he p hysical
conditions and facilities of public health infrastructures.
Table 3.17(5) : Status of Healthcare Infrastructure
Type of
infrastructure
Pucca
Kaccha
Semi-pucca
Total
Health SubCentre
10
3
0
13
PHC
4
0
0
26
CHC
1
0
0
1
Poor
Total
Physical
conditions
Good
Health SubCentre
9
3
1
13
PHC
4
0
0
0
CHC
0
1
0
1
Adequate
Limited
Inadequate
Total
Health SubCentre
9
3
1
13
PHC
4
0
0
4
CHC
0
1
0
1
Furniture and
fixers
Fair
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In t hree v illages he alth s ub c entres w ere r eported to b e r unning in a
kachcha b uilding. PHCs a nd the C HC ha ve c oncrete buildings b ut
physical condition of the CHC reported as not so good.
While physical conditions of 3 health sub-centres were reported as not so
good a nd one a s p oor. The in ternal f urniture a nd fixers that r equired f or
serving patients are also reported limited in 3 health sub-centres and in the
CHC, w hile in 1 hea lth-sub c entre in adequacy f urniture a nd f ixers w ere
reported.
In addition t o t he healthcare institutions, Integrated C hild D evelopment
Scheme c entres (Anganwadi) s erves d ual p urposes t o the p oor r ural
communities, i t p rovides p re-primary ed ucation to the y ounger c hildren
and p rovides nu tritional hea lthcare s ervices t o the younger c hildren,
pregnant a nd feeding m others a nd to the a dolescent girls. In that s ense
anganwadi p lays a w ider r ole a s healthcare ins titution than a n
educational institution.
The table b elow s hows a vailability, p hysical c onditions a nd a dequacy o f
internal facilities to provide its services.
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Table 3.17(6): Status of Anganwadi Infrastructure
Availability of Angawadi
Number of villages
Percent
Yes
30
100
No
0
0
Total
30
100.0
Number of villages
Percent
Adequate
24
80.0
Partial
5
16.7
Nominal
1
3.3
Total
30
100.0
Number of villages
Percent
Pucca
24
80.0
Kaccha
5
16.7
Half Constructed
1
3.3
Total
30
100.0
Number of villages
Percent
Good
24
80.0
Fair
5
16.7
Poor
1
3.3
Angawadi furniture
Type of Angawadi building
Conditions of Angawadi
building
Total
30
100.0
It was observed that all the villages have Anganwadi centres; of which 25
have a dequate in ternal f urniture, 2 p artial a nd 1 no minal a rrangements.
The Anganwadi building is pucca in 2 4 villages, kachcha in 5 villages and
half-constructed in 1 village.
While p hysical
conditions o f
the i nfrastructure r eveals
that
the
infrastructure is good in 2 5 anganwadis, fair in 5 and poor in 1 village. This
implies t hat inf rastructure d evelopment a long with in ternal f acility
development s upport is r equired in 6 v illages; o f w hich o ne village nee d
more intense support.
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D. Educationall Infrastructure
Primary ed ucation s upposed to be a ccess t o c ompulsorily t o ev ery c hild
as d irected b y the r ecent R ight to E ducation Ac t. G ood ed ucation
facilities a re the prerequisite f or better education. T he f ollowing t able
provides education facilities in the studied villages.
Table 3.17(7): Accessibility to School Infrastructure
School infrastructures
Number of villages
Percent
Primary School
30
100.0
High school
13
43.3
High secondary school
5
16.7
College
3
10.0
All t he v illages ha ve p rimary s chool within the v illage. H igh s chools a re
available in 13 villages, higher secondary schools in 5 villages and college
in 3 villages. Since all the villages are closer to each other the educational
facilities are adequate in the area.
The table below displays physical conditions and infrastructural adequacy
in the institutions.
Table 3.17(8) : Status of School Infrastructure
Type of
infrastructure
Pucca
Kaccha
Semi-pucca
Total
Primary School
20
10
0
30
High school
12
1
0
13
High secondary
school
5
0
0
5
College
3
0
0
3
Good
Fair
Poor
Total
Primary School
21
8
1
30
High school
12
1
0
13
High secondary
school
5
0
0
5
College
3
0
0
3
Adequate
Limited
Inadequate
Total
22
7
1
30
Physical
conditions
Furniture and
fixers
Primary School
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High school
12
1
0
13
High secondary
school
5
0
0
5
College
3
0
0
3
Looking to the infrastructures, 10 primary schools and one High School was
found r unning in k achha b uilding. P hysical c ondition of the building w as
reported f air in 7 p rimary s chools a nd in o ne hig h s chool, w hile it w as
reported poor in one primary school.
The f urniture and f ixers a re a lso r eported limited in 7 p rimary s chool a nd
one high s chool and r eported as p oor in one p rimary s chool/ This implies
that infrastructure development is required 8 primary school and one high
school and of which one primary school need immediate attention.
The hig her s econdary s chool a nd c ollege inf rastructure a re r eported
adequate and in good conditions.
E. Agriculture & Irrigation infrastructure
Irrigation f acilities are im portant assets f or agriculture p roduction a nd
hence f or r ural ec onomy. T he f ollowing table d isplays t he s ource o f
irrigation facilities in the study villages.
Table 3.17(9): Access to Irrigation Infrastructure
Irrigation water source
Number of villages
Percent
Bore well
30
100
River
19
63.3
Canal
19
63.3
In all 30 villages bore well is the source of irrigation water i.e. ground water
is used for irrigation. While in 19 villages river water and in 19 villages canal
water is used for irrigation; of which 7 villages are access only to river and
6 v illages o nly to c anal a nd 1 3 v illages ha ve access to b oth type o f
source. The table below shows the rivers access nearer to the villages and
distance to it.
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Table 3.17(10): Name of the rivers nearer to study villages
River
No. of
No. of
village
Percent
Distance
village
Percent
Sabrmati
4
13.3
1km
12
40.0
Khari
7
23.3
2 km
4
13.3
Vatrak
3
10.0
3km
2
6.7
Meshva
4
13.3
4km
1
3.3
Mahisagar
1
3.3
Total
19
63.3
Total
19
63.3
Four rivers namely, Sabarmati, Vatrak, Meshva and Mahisagar and a local
water s tream f low a cross the villages. O f these v illages S abarmait s erves
four v illages, V atrak 3 v illages, M eshva 4 villages an d Mahisagar o ne
village and the local stream serves 7 villages for irrigation.
Further of the villages, 12 are located within 1 km of a river, 4 within 2km, 2
within and 3km and 1 within 1km from a river. Since all four rivers are major
river and water is available till summer water accessibility for irrigation can
be said as sufficient in the area.
Apart f rom t he r ivers the f ollowing table s hows t he c ondition o f the
irrigation canal in the area.
Table 3.17(11): Canal Infrastucutre
Type of canal
infrastructure
Number of villages
Percent
Pucca
12
80.0
Kaccha
6
16.7
Half Constructed
1
3.3
Total
19
100.0
Number of villages
Percent
Good
12
80.0
Fair
5
16.7
Poor
2
3.3
Conditions of canal
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Total
19
100.0
Looking in to the c anal inf rastructure, in 1 2 v illages c anal was f ound
concrete s tructures, in 6 v illages a re f ound ea rthen s tructures a nd in o ne
village c anal is ha lf constructed. H owever, the physical c ondition o f the
canal was r eported g ood in 1 2 v illages, f air in 5 v illages a nd p oor in 2
villages.
This im plies t hat accessibility o f c anal water in the v illages w here r iver
water is no t a vailable need to b e further inv estigated a nd inf rastructure
development intervention may be needed in these villages.
Accessibility of electricity for agriculture purpose is an important factor for
irrigation. Power is required to run electric motor to l ift w ater for irrigation.
The electric connection agriculture use is given separately from domestic
requirement.
The table b elow s hows a vailability of el ectricity f or a griculture p urpose in
the study villagesTable 3.17(12) : Accessibility of power for agriculture
Access to electricity for
agriculture
Number of villages
Percent
8 hours a day
24
80
No certainty
2
6.7
Whole day
4
13.3
Total
30
100.0
Power for irrigation is available for all the villages and supply is also as per
the government provision of at least 8 hours a day.
There a re ho wever a few p rivate d octors in the area and therefore
services of private doctors are also available.
F. Veterinary Services
Veterinary s ervices are a lso g ood in the s tudy v illages. T here a re local
dairy cooperatives provides veterinary services to the villages.
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Table 3.17 (13) : Details of veterinary service
Accessibility to vet.
Services
Number of villages
Percent
Yes
28
93.3
No
2
2.7
Total
30
100.0
Number of villages
Percent
Good
19
67.9
Fair
6
21.4
Poor
3
10.7
Service quality
Total
28
100.0
Twenty eig ht v illages r eported a ccess t o v eterinary s ervices. H owever, 6
villages r eported f air s ervices a nd 3 v illages r eported p oor q uality of
services. T he in a ccessibility to veterinary s ervice in two village a nd p oor
quality o f s ervices i n 3 v illages need
to b e inv estigated f urther a nd
appropriate support is needed to be extended.
G. Civic & Public Service Infrastructure
i.
Gram Panchayat
The f ollowing table d isplays a ccessibility a nd c onditions o f the
grampanchayat infrastructure.
Table3.17(14): Status of grampanchayat building
Availability of GP Building
Number of villages
Percent
Yes
28
93.3
No
2
2.7
Total
30
100.0
Number of villages
Percent
Adequate
20
71.4
Limited
5
17.9
Minimal
3
10.7
Total
28
100.0
Number of villages
Percent
20
71.4
Furniture and fixers
Type of GP Building
Pucca
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Kaccha
6
21.4
Half Constructed
2
7.1
Total
28
100.0
Number of villages
Percent
Good
19
67.9
Fair
5
17.9
Poor
4
14.3
Conditions of GP Building
Total
28
100.0
It w as o bserved that g rampanchayat b uilding is a vailable i n 2 8 villages,
while 2 v illages b elong to g roup g rampanchayat a nd henc e b uilding is
located in s ome o ther v illage. O f these v illages 2 0 v illages r eported
adequate furniture and f ixers in the b uilding, 5 l imited a nd 3 v illages
reported minimal furniture.
In 2 0 v illages g rampanchayat b uilding is c oncretised, 6 v illages ha ve
earthen b uilding a nd in 2
villages b uilding is ha lf c onstructed. The
condition of grampanchayat building was reported as in good conditions
in 1 9 v illages, f air in 5 v illages a nd p oor in 4 v illages. T his i mplies t hat
infrastructure related intervention is required in eight villages.
ii.
Community hall
Community ha ll is
an a dditional inf rastructure facility d eveloped b y
government in v illages f or ho lding o f c ommunity m eetings, trainings,
workshop etc. Community hall is a property of grampanchayat and it can
rent out to community members for celebration of private social functions
viz. m arriage et c f or g eneration o f r evenue a nd a lso t o hel p c ommunity
members b y p roviding a ffordable f acility. The f ollowing t able p rovides
details of existence of conditions of community halls in study villages.
Table 3.17(15) : Status of community hall building
Accessibility to Community
Hall
Number of villages
Percent
Yes
17
56.7
No
13
43.3
Total
30
100
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Type of Community Hall
building
Number of villages
Percent
Pucca
17
100
Kaccha
0
0
Total
17
100
Number of villages
Percent
Good
15
88.2
Fair
0
0
Poor
2
11.8
Total
17
100.0
Number of villages
Percent
Good
15
88.2
Limited
0
0
Minimal
2
11.8
Community Hall condition
Community Hall
Accessories
Total
17
100.0
Community ha lls a re exis tence in 1 7 v illages a nd b uilding o f all t he ha lls
are c oncretised. H owever o f these, 2 ha lls w ere r eported o f p oor
conditions and also of minimal accessories in it.
iii.
Electricity and Lighting
All t he v illages a re c ompletely c onnected w ith el ectricity a nd all
household have a home connection of electricity. However due to l oadshading for at least 1 hour a day power cut takes place in normal season,
which might go up to 4 hours in a day in summer season.
Further to ho me c onnection s treet l ighting is
also a d evelopment
requirement f or the v illages. T he f ollowing t able p rovide d etails o f
accessibility to street lights.
Table 3.17(16) : Accessibility to street lights
Accessibility to Street Lights
Number of villages
Percent
Yes
23
76.7
No
7
23.3
Total
30
100.0
Number of villages
Percent
16
69.6
Condition of Street Lights
Functional
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Defunct
7
30.4
Total
23
100.0
There is 23 v illage ha ving s treet l ights. H owever, only in 1 6 villages s treet
lights a re f unctioning a nd in 7 v illages a ll t he l ights a re defunct. T he
inability of Panchayats to maintain them and lack of funds for purchase of
tube l ights a re the r easons w hy t he s ervice is c urrently no t a vailable i n
these villages.
iv.
Public Distribution System
Public distribution system ensures smooth supply of food to the rural areas
and p rovides s ubsidized food to the r ural p oor. This is an im portant s ocial
safety ne t w hich p rotects the p oor from f ood ins ecurity d uring f ood
shortage and during high inflation.
The following table provides infrastructure detail of the PDS system.
Table 3.17(17): Details of Public Distribution System
Accessibility to PDS
Number of villages
Percent
Yes
28
93.3
No
2
2.7
Total
30
100.0
Pucca
27
90.0
Kaccha
1
3.3
Total
28
93.3
Number of villages
Percent
Good
25
83.3
Fair
2
6.7
Poor
1
3.3
Type of PDS Shop
Service quality
Total
28
93.3
In 28 villages fair price shops are located within the village. The PDS service
quality was found good in 25 villages, fair in 2 villages and poor in 1 village.
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v.
Bus stoppage
Accessibility bus service is required for mobility or rural people to reach the
market, government offices, h ospitals, b anks a nd other s ervices s ince
villages a re located a way f rom the u rban a reas and s uch s ervices a re
available only in urban areas.
The f ollowing t able s hows a ccessibility g overnment b us s ervices a nd
condition bus stoppages.
Table 3.17(18) : Details of Public Bus Services
Access to ST Bus Services
Number of villages
Percent
Yes
23
76.7
No
7
23.3
Total
30
100.0
Number of villages
Percent
Yes
28
93.3
No
2
2.7
Total
30
100.0
Number of villages
Percent
Good
23
82.1
Fair
4
14.3
Poor
1
3.6
Bus Stoppage
Condition Bus Stoppage
Total
28
100.0
State transport bus services are available in 23 villages but bus stoppages
are available in 28 villages which indicate that the service was available in
5 more villages or bus stoppages were constructed but the service did not
start. The condition of bus stoppage was reported as in good conditions, 4
in fair and 1 in poor conditions.
vi.
Post office and Bank
Post o ffice is a m ajor p ublic s ervice t hat provides p ostal and f inancial
services to the r ural. Ac cessibility to bank is a lso im portant s ince b eyond
banking s ervices, in stitutional f inancial linkage and g overnment s ubsidy
schemes are executed through public banks. The following table displays
availability of post offices and banks in the study villages.
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Table 3.17(19) : Accessibility to Post office and Banks
Facility
Number of
villages
Percent
Post office
24
80
Banks
11
36.7
In 24 villages post offices are available while bank available in 11 villages.
The following table shows the name of the banks available in the area.
Table 3.17 (20) : Name of the banks nearer to study villages
Name of the Bank
Number of
village
Percent
State Bank of India
4
13.3
Ahmedabad District Cooperative Bank
1
3.3
Union bank of INDIA
2
6.7
Ahmedabad Co-operative Bank
1
3.3
Kheda-District co-operative
bank
1
3.3
Bank of India
1
3.3
Bank of Baroda
1
3.3
Total
11
36.7
It was observed that nationalized and district cooperative banks are
primarily serving the study area.
Provisional data obtained from Census for district wise in terms of
comparision of 2001 & 2011 has been presented as below :
Population 2011
District
Percentage
decadal
growth rate
of population
Sex- Ratio
(Number of
Females
per 1000
Males)
Population
density per
sq.
km.
Persons
Males
Females
199101
200111
2001
2011
2001
2011
Ahmadabad
7,208,200
3,787,050
3,421,150
27.25
22.31
892
903
727
890
Kheda
2,298,934
1,187,098
1,111,836
13.32
12.81
923
937
479
541
Source : Census Records (Website)
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CHAPTER 4
4.1
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CHAPTER – 4
ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION
MEASURES
4.1 INTRODUCTION
As a part of present EIA study, anticipated environmental impacts associated
with the activity to be carried out for proposed project of Textile auxiliary and
binder manufacturing unit have been identified. Various activities during the
construction & o peration p hase o f the project, w hich a re likely to c ause a n
impact on various environmental c omponents, h ave b een l isted. F or
evaluation o f im pacts d ue to p roposed manufacturing a ctivities of the u nit,
the b aseline data generated f or env ironmental p arameters p resented a t
chapter - 3 of this r eport ha s b een u tilized. C hanges in the env ironmental
parameters a nd their im pact, w hether s hort term o r l ong term, p ositive or
negative are identified & predicted and described in this chapter.
All necessary mitigative measures to combat the likely environmental impacts
associated with the project activities have been listed in this chapter.
Of t he v arious t echniques available for the im pact i dentification l ike
checklists, m atrices networks, c ause-effect d iagrams, c omputer s imulation
models et c., M atrix method ha s b een u sed f or the im pact i dentification of
the project.
4.2 IDENTIFICATION OF IMPACTS
An a ttempt ha s b een m ade t o id entify the en vironmental i mpacts
associated w ith the d ifferent c omponents o f the p roject by es tablishing
cause-effect relationship through impact identification matrix as presented at
Table no. 4.1. This method uses a matrix format to relate project actions with
environmental components. T he c olumn o f the m atrix c onsists o f a ll t he
project actions (short-listed as per specific project) against rows of the matrix
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of environmental components (attributes). If a project action is likely to make
an impact on environmental component, the appropriate cell is marked.
4.2.1 IDENTIFICATION OF IMPACTING ACTIVITIES
Various activities involved in the proposed project are divided viz.:
A. Construction phase activities
B. Operation phase activities
The activities identified for the proposed project under each phase are :
A. Construction phase
1. Excavation
2. Foundation & Civil work
3. Transportation o f c onstruction m aterials, eq uipments &
machineries
4. Installation of equipments & machineries
B. Operation phase
1. Plant operation
2. Material storage and handling
3. Utilities & Services
4. Green belt development
4.2.2 IDENTIFICATION OF ENVIRONMENTAL ATTRIBUTES
Environmental a ttributes l ikely t o b e a ffected d ue to activities
involved in different components of different phases are :
1. Water environment
2. Air environment
3. Noise environment
4. Land environment
5. Socio-economic Environment
a)
Employment generation
b)
Occupational Health & Safety
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Table No. 4.1 IMPACT IDENTIFICATION MATRIX
PROJECT
ACTIVITY
ENVIRONMENTAL ATTRIBUTES
Water
Water
Air
quantity
quality
quality
Noise
Terrestrial
Ecology
Socio-economic
Employment
Generation
Occupational
Health &
Safety
CONSTRUCTION PHASE
Excavation
Foundation &
Civil work
X
Transportation
of construction
materials and
equipments /
machineries
Installation of
machineries /
equipments
Plant
operations
Material
storage &
handling
Utilities &
Services
Green belt
development
X
X
X
X
X
X
X
X
X
X
X
X
OPERATION PHASE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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4.3 IMPACT ASSESSMENT
4.3.1 Impact on Water Environment
Water is es sential f or hu man, a griculture, ind ustry a nd c ommercial use. T he
water en vironment broadly c overs t he f ollowing p oints f or c onsideration o f
impacts :
a) Industrial o perations, their ef fect on w ater quality and gr ound w ater
potential of study area.
b) Identifying potential s ources o f p ollutants f ocusing s pecifically o n
discharge of wastewater.
The total w ater r equirement f or the proposed manufacturing plant is @ 163
KL/day. The source of water supply for the plant will be VITPL (an industrial park),
which is a djacent to the u nit. VITPL h as o btained p ermission o f C GWA f or
withdrawing the r equired a mount o f w ater to c ater the w ater r equirement of
member units.
The anticipated quantity of effluent generated from the industrial plant is @ 57.5
KLD, w hich will b e treated in
Treatment p lant having p rimary a nd tertiary
treatment to a chieve the q uality of treated ef fluent s o a s to r ecycle /reuse in
the plant.
As the a mount of ground w ater to b e w ithdrawn f or p roposed p roject is
insignificant t o t he a mount withdrawn by VITPL f or i ts textile p ark, there is no
adverse impact anticipated on ground water quantity. As the treated effluent
will b e r eused / r ecycled in t he p lant, n o d irect im pact o n any env ironmental
sink is a nticipated. Moreover, VITPL ha s a lready es tablished t he r ain w ater
harvesting system for recharging of ground water to compensate the amount of
water being withdrawn.
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Some of the mitigation measures to minimize the likely environmental impacts on
water env ironment, due t o operation of the proposed p roject a re d escribed
below :
Sr.
No.
1
Environmental
Attribute
Water
Mitigation Measure










Optimum use of water will be done for construction
activities required for proposed project.
Record of w ater c onsumption t o be m aintained
through providing water meter at strategic location
Any w astages/leakages w ill b e a voided a t all
possible locations / opportunities.
Proper handling of spillages if any will be ensured by
introducing s pill control p rocedures for v arious
chemicals.
Water u sage w ill b e carefully monitored and r e-use
shall be maximized to the extent possible.
Proper facilities for storage of raw materials (i.e. with
roof a nd p ucca f loor) w ill b e p rovided t o p revent
storm water c ontamination d uring the s torage o f
various raw materials.
Performance of the E TP s hall b e monitored s o a s to
meet with the prescribed discharge norms.
Monitored d ata w ill be a nalyzed a nd r eviewed a t
regular int ervals a nd c ompared with the o perating
standards s o a s to take nec essary c orrective
actions.
Enough care will be taken to prevent any leakages
/ accidental spillages from ETP units in order to avoid
any ground water resource contamination.
The r egular env ironment m onitoring will b e c arried
out through es tablished laboratory a nd the s ame
practice will be continued.
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4.3.2 Impact on Air Environment
The u nit ha s p roposed t o ins tall lignite / a gro b riquettes b ased b oiler o f 3 T PH
capacity, Hence, f or the c ontrol o f f lue g as em issions, m ulti – cyclone will b e
provided. No p rocess e missions ha ve b een env isaged f rom t he p roposed
production facility.
Vehicular traffic associated with the construction as well as operation phase of
the proposed project f or transportation of r aw materials and f inished p roducts
lead to inc reased c oncentration of S PM, NO x, CO e tc., through exhaust gases
from t heir o riginal c oncentration in the surrounding env ironment, a ffecting the
ambient air quality of surrounding areas. However, this effect remains localized
near to the p lant s ite d uring the time o f v ehicular movement o nly. Increased
level o f c oncentration a ssociated w ith exhaust g ases w ill r eturn to i ts o riginal
state w ith the p assage o f time. H ence, t his im pact is env isaged a s s hort term
negative and reversible in nature.
Air quality will deteriorate for small period of time, during transportation, loading
& u nloading o f v arious materials et c. T his im pact w ill be neg ative in na ture f or
prevailing a mbient air q uality b ut i t w ill last f or s hort p eriod o f time and w ill
remain confined within the plant premises.
To ev aluate the im pact o f g aseous em issions o n t he b aseline a mbient a ir
quality, air pollution dispersion modeling has been carried out and described in
the following sub-sections:
4.3.2.1 Air Pollution Dispersion Modeling of Stack Emissions
The objective of air pollution dispersion m odelling is to predict the ground level
concentration (GLC) f or S O2, NO x a nd P articulate M atter (PM10) d uring
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operation o f the proposed s tacks a nd i ts im pact o n a mbient a ir quality o f the
area. T he g round level c oncentrations (GLC) o f p ollutants ha ve b een
computed u sing computer s imulation m odel ISCST3 S hort T erm M odel
developed b y U SEPA a nd a s p er g uidelines s tipulated b y C entral P ollution
Control Board, New Delhi.
Methodology
Prediction o f G LC v alues a re c arried o ut b y u sing B REEZE A IR S UITE b ased o n
Industrial Source C omplex S hort Term Model V ersion –3 ( ISCST-3) s oftware
approved b y U .S. E nvironmental P rotection Ag ency (USEPA). T his model u ses a
steady s tate, s ector-averaged G aussain p lume eq uation for a pplication in
complex t errain (i.e. t errain s tack o r r elease heig ht) a nd is r un u sing stability
classes developed by Pasquill and Gifford.
The v arious s ource v eriable were c onsidered such a s Height of S tack,
Temperature, f lue g as V elocity, D iameter o f S tack a nd F uel t ype a nd loading
rate.
Following are the assumptions made while using the model:
•
The flue gas volumetric rates & source strength was calculated based on
the ultimate analysis of the natural gas and its loading rate. Excess air has
also b een a dded t o the a ctual a ir r equirement f or c ombustion. D etails
about proposed stack are presented at Table No. 2.10.
•
The terrain of the study area was considered as FLAT with no flag pole.
•
The ea rth s urface a cts a s a p erfect r eflector of p lume a nd neg ligible
physic-chemical p rocesses like no d ry a nd wet d epletion a nd c hemical
transformation of pollutants.
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•
Emission rates from the point sources were considered as constant during
the entire period.
•
The m ixing height for the r egion from CPCB’s p ublication “ Atlas o f Ho urly
Mixing H eight & As similative c apacity o f A tmosphere in India” has b een
considered in the model.
•
Stability class was evaluated based on solar insolation and cloud cover.
•
Meteorological data for the project area has been obtained for a period
starting from December 2011 to February 2012.
(1) Dispersion Modeling Results
The r esults o f the a ir q uality m odeling conducted f or w inter s eason c an b e
summarized as:
(2) 24 hourly Ground Level Concentrations
The 2 4 ho urly a verage ground l evel c oncentration (GLC) values ha ve b een
computed for SO2, NOx and PM considering topographical features around the
proposed plant.
(3) Proposed Scenario
The maximum 24 hourly average GLC values for SO2, NOx and PM for proposed
scenario are given in Table no. 4.3, Table no. 4.4 and Table no. 4.5, respectively.
Isopleths p lotted f or 2 4 ho urly p redicted v alues f or S O2, NO x a nd P M f or
proposed scenario are shown in Figure 4.1, Figure 4.2 and Figure 4.3.
It m ay be noted from the c omputed results for the proposed scenario that the
maximum 24 h ourly average G LC’s va lue fo r p roposed s cenario a s 1. 95 µg/m3
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for SO2, 0.71 µg/m3 for Nox and 2.13 µg/m3 for Particulate Matter. These GLC’s
are exp ected to o ccur a t a d istance of 7 00 m f rom the s ource towards the E
direction for SO2 ,NOx and Particulate Matter.
The m aximum inc remental G LCs due to the p roposed p roject for P M, S O2 a nd
NOx a re s uperimposed o n the b aseline c oncentrations r ecorded d uring t he
study period to arrive at the likely resultant concentrations after implementation
of the proposed plant. The cumulative concentrations (baseline + incremental)
of the project is tabulated below in Table no. 4.2.
Table 4.2 Resultant Concentration Value
LOCATION
Baseline Average
Value
Incremental
Value
Resultant Value
Particulate Matter µg/m3(Permissible Limit :100 µg/m3)
Bareja
53.87
0.58
54.45
Bidaj
58.72
0.54
59.26
Navagam
57.87
0.52
58.39
Sarsa
53.72
1.97
55.69
Site
64.82
0.00
64.82
Pingalaj
56.17
0.61
56.78
SO2 µg/m3(Permissible Limit :80 µg/m3)
Bareja
14.44
0.53
14.97
Bidaj
15.66
0.68
16.34
Navagam
14.37
0.48
14.85
Sarsa
14.07
1.77
15.84
Site
15.95
0.00
15.95
Pingalaj
Bareja
15.23
0.67
NOx µg/m3(Permissible Limit :80 µg/m3)
26.89
0.19
15.90
27.08
Bidaj
26.25
0.18
26.43
Navagam
25.99
0.17
26.16
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Sarsa
20.76
0.66
21.42
Site
26.42
0.00
26.42
Pingalaj
22.23
0.20
22.43
The p redicted G LC values f or S O2, NO x a nd P M10 ha ve b een a dded t o the
background levels to determine the resultant value. As it evident from the Table
no. 4.2, the r esultant c oncentration values r emain w ell b elow t he p rescribed
NAAQS a t a ll AAQ M locations, ind icating that the im pact on the a mbient a ir
quality will be insignificant.
Further, i t is em phasized t hat all t he e mission ha ve to b e s trictly c ontrolled a s
mentioned in the mitigation measure.
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Table 4.3 : 24 hr Predicted GLC of SO2 (µg/m3) due to proposed project
DISTANCE (metres)
Direction
(Degrees)
100
200
300
400
500
600
700
800
900
1000
2000
3000
4000
5000
10000
0
0.00
0.00
0.09
0.33
0.77
1.16
1.22
1.12
1.00
0.90
0.80
1.02
1.11
1.11
0.85
10
0.00
0.00
0.09
0.32
0.72
1.08
1.14
1.05
0.94
0.84
0.43
0.26
0.18
0.13
0.06
20
0.00
0.00
0.07
0.23
0.51
0.77
0.84
0.82
0.77
0.73
0.43
0.36
0.30
0.27
0.16
30
0.00
0.00
0.06
0.22
0.42
0.57
0.57
0.50
0.48
0.47
0.30
0.17
0.10
0.07
0.02
40
0.00
0.00
0.12
0.39
0.76
1.02
1.02
0.91
0.79
0.68
0.49
0.34
0.33
0.30
0.18
50
0.00
0.00
0.12
0.39
0.76
1.02
1.02
0.91
0.79
0.68
0.49
0.34
0.33
0.30
0.18
60
0.00
0.01
0.09
0.22
0.51
0.79
0.85
0.80
0.74
0.68
0.39
0.26
0.19
0.15
0.07
70
0.00
0.01
0.12
0.30
0.59
0.91
0.98
0.94
0.88
0.83
0.64
0.54
0.53
0.52
0.39
80
0.00
0.01
0.32
0.81
1.20
1.31
1.27
1.19
1.10
1.02
0.46
0.24
0.15
0.10
0.04
90
0.00
0.02
0.44
1.13
1.72
1.94
1.95
1.91
1.86
1.82
1.69
1.81
1.85
1.77
1.28
100
0.00
0.01
0.31
0.80
1.18
1.29
1.23
1.13
1.04
0.95
0.40
0.21
0.13
0.09
0.03
110
0.00
0.00
0.11
0.29
0.59
0.90
0.94
0.86
0.76
0.67
0.34
0.42
0.51
0.53
0.43
120
0.00
0.01
0.14
0.26
0.51
0.78
0.81
0.74
0.64
0.56
0.27
0.19
0.14
0.12
0.06
130
0.00
0.03
0.26
0.46
0.93
1.39
1.48
1.45
1.47
1.48
1.22
0.91
0.73
0.60
0.31
140
0.00
0.03
0.26
0.46
0.93
1.39
1.48
1.45
1.47
1.48
1.22
0.91
0.73
0.60
0.31
150
0.00
0.01
0.14
0.33
0.75
1.08
1.10
0.98
0.84
0.72
0.33
0.23
0.18
0.14
0.07
160
0.00
0.00
0.10
0.38
0.86
1.24
1.26
1.13
0.98
0.86
0.55
0.74
0.84
0.83
0.58
170
0.00
0.00
0.06
0.25
0.55
0.79
0.81
0.71
0.60
0.51
0.21
0.13
0.10
0.08
0.04
180
0.00
0.00
0.08
0.20
0.28
0.28
0.27
0.23
0.19
0.15
0.04
0.02
0.01
0.01
0.00
190
0.00
0.01
0.26
0.67
0.98
1.05
0.98
0.89
0.80
0.72
0.37
0.21
0.13
0.09
0.03
200
0.00
0.02
0.43
1.11
1.68
1.90
1.90
1.86
1.81
1.76
1.58
1.66
1.68
1.60
1.21
210
0.00
0.02
0.36
0.92
1.37
1.51
1.47
1.38
1.29
1.20
0.70
0.43
0.29
0.21
0.08
220
0.00
0.01
0.20
0.61
1.14
1.47
1.46
1.33
1.29
1.27
0.89
0.67
0.56
0.48
0.25
230
0.00
0.01
0.19
0.61
1.14
1.46
1.45
1.33
1.29
1.27
0.89
0.65
0.55
0.47
0.25
240
0.00
0.00
0.13
0.39
0.66
0.89
0.90
0.79
0.68
0.67
0.47
0.30
0.21
0.16
0.08
250
0.00
0.01
0.15
0.44
0.75
0.97
0.97
0.91
0.86
0.85
0.82
0.89
0.87
0.80
0.49
260
0.00
0.00
0.12
0.38
0.77
1.10
1.13
1.02
0.90
0.84
0.45
0.25
0.16
0.11
0.04
270
0.00
0.00
0.16
0.49
1.02
1.46
1.50
1.36
1.21
1.11
0.99
1.46
1.67
1.67
1.25
280
0.00
0.00
0.12
0.37
0.76
1.08
1.10
0.97
0.84
0.72
0.34
0.19
0.12
0.09
0.03
290
0.00
0.00
0.06
0.23
0.54
0.80
0.85
0.77
0.70
0.67
0.41
0.40
0.44
0.42
0.28
300
0.00
0.00
0.07
0.24
0.55
0.82
0.86
0.78
0.69
0.61
0.27
0.15
0.10
0.07
0.03
310
0.00
0.00
0.07
0.25
0.60
0.90
0.91
0.81
0.79
0.76
0.53
0.35
0.24
0.19
0.11
320
0.00
0.00
0.07
0.25
0.60
0.90
0.91
0.81
0.79
0.76
0.53
0.35
0.24
0.19
0.11
330
0.00
0.00
0.04
0.15
0.34
0.50
0.51
0.43
0.35
0.31
0.14
0.08
0.05
0.04
0.01
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.12
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
340
0.00
0.00
0.02
0.10
0.21
0.31
0.32
0.28
0.22
0.18
0.05
0.03
0.02
0.01
0.00
350
0.00
0.00
0.06
0.24
0.54
0.80
0.84
0.76
0.66
0.57
0.28
0.19
0.13
0.10
0.05
Figure 4.1: Isopleths for Concentration of SO2 due to emission from stacks for proposed
scenario
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.13
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
Table 4.4: 24 hr Predicted GLC of NOx (µg/m3) due to proposed project
DISTANCE (metres)
Direction
(Degrees)
100
200
300
400
500
600
700
800
900
1000
2000
3000
4000
5000
10000
0
0.00
0.00
0.03
0.12
0.28
0.42
0.44
0.41
0.36
0.33
0.29
0.37
0.40
0.40
0.31
10
0.00
0.00
0.03
0.12
0.26
0.39
0.41
0.38
0.34
0.31
0.15
0.09
0.06
0.05
0.02
20
0.00
0.00
0.03
0.08
0.19
0.28
0.31
0.30
0.28
0.27
0.16
0.13
0.11
0.10
0.06
30
0.00
0.00
0.02
0.08
0.15
0.21
0.21
0.18
0.17
0.17
0.11
0.06
0.04
0.02
0.01
40
0.00
0.00
0.04
0.14
0.28
0.37
0.37
0.33
0.29
0.25
0.18
0.12
0.12
0.11
0.06
50
0.00
0.00
0.04
0.14
0.28
0.37
0.37
0.33
0.29
0.25
0.18
0.12
0.12
0.11
0.06
60
0.00
0.00
0.03
0.08
0.19
0.29
0.31
0.29
0.27
0.25
0.14
0.09
0.07
0.05
0.03
70
0.00
0.00
0.04
0.11
0.21
0.33
0.36
0.34
0.32
0.30
0.23
0.20
0.19
0.19
0.14
80
0.00
0.00
0.12
0.29
0.44
0.48
0.46
0.43
0.40
0.37
0.17
0.09
0.05
0.04
0.01
90
0.00
0.01
0.16
0.41
0.62
0.71
0.71
0.69
0.68
0.66
0.61
0.66
0.67
0.65
0.47
100
0.00
0.00
0.11
0.29
0.43
0.47
0.45
0.41
0.38
0.35
0.15
0.08
0.05
0.03
0.01
110
0.00
0.00
0.04
0.10
0.21
0.33
0.34
0.31
0.28
0.24
0.12
0.15
0.19
0.19
0.16
120
0.00
0.01
0.05
0.09
0.18
0.28
0.30
0.27
0.23
0.21
0.10
0.07
0.05
0.04
0.02
130
0.00
0.01
0.09
0.17
0.34
0.51
0.54
0.53
0.53
0.54
0.44
0.33
0.26
0.22
0.11
140
0.00
0.01
0.09
0.17
0.34
0.51
0.54
0.53
0.53
0.54
0.44
0.33
0.26
0.22
0.11
150
0.00
0.01
0.05
0.12
0.27
0.39
0.40
0.36
0.31
0.26
0.12
0.08
0.06
0.05
0.03
160
0.00
0.00
0.04
0.14
0.31
0.45
0.46
0.41
0.36
0.31
0.20
0.27
0.31
0.30
0.21
170
0.00
0.00
0.02
0.09
0.20
0.29
0.29
0.26
0.22
0.19
0.07
0.05
0.04
0.03
0.01
180
0.00
0.00
0.03
0.07
0.10
0.10
0.10
0.08
0.07
0.06
0.02
0.01
0.01
0.00
0.00
190
0.00
0.01
0.10
0.24
0.36
0.38
0.36
0.32
0.29
0.26
0.13
0.08
0.05
0.03
0.01
200
0.00
0.01
0.16
0.40
0.61
0.69
0.69
0.68
0.66
0.64
0.57
0.60
0.61
0.58
0.44
210
0.00
0.01
0.13
0.33
0.50
0.55
0.53
0.50
0.47
0.43
0.26
0.16
0.10
0.08
0.03
220
0.00
0.00
0.07
0.22
0.42
0.54
0.53
0.48
0.47
0.46
0.32
0.24
0.20
0.17
0.09
230
0.00
0.00
0.07
0.22
0.41
0.53
0.53
0.48
0.47
0.46
0.32
0.24
0.20
0.17
0.09
240
0.00
0.00
0.05
0.14
0.24
0.32
0.33
0.29
0.25
0.24
0.17
0.11
0.08
0.06
0.03
250
0.00
0.00
0.05
0.16
0.27
0.35
0.35
0.33
0.31
0.31
0.30
0.32
0.32
0.29
0.18
260
0.00
0.00
0.04
0.14
0.28
0.40
0.41
0.37
0.33
0.31
0.17
0.09
0.06
0.04
0.01
270
0.00
0.00
0.06
0.18
0.37
0.53
0.54
0.50
0.44
0.40
0.36
0.53
0.61
0.61
0.46
280
0.00
0.00
0.04
0.14
0.28
0.39
0.40
0.35
0.30
0.26
0.12
0.07
0.04
0.03
0.01
290
0.00
0.00
0.02
0.08
0.19
0.29
0.31
0.28
0.25
0.24
0.15
0.15
0.16
0.15
0.10
300
0.00
0.00
0.03
0.09
0.20
0.30
0.31
0.28
0.25
0.22
0.10
0.06
0.04
0.03
0.01
310
0.00
0.00
0.02
0.09
0.22
0.33
0.33
0.30
0.29
0.28
0.19
0.13
0.09
0.07
0.04
320
0.00
0.00
0.02
0.09
0.22
0.33
0.33
0.30
0.29
0.28
0.19
0.13
0.09
0.07
0.04
330
0.00
0.00
0.01
0.05
0.12
0.18
0.19
0.16
0.13
0.11
0.05
0.03
0.02
0.01
0.00
340
0.00
0.00
0.01
0.04
0.08
0.11
0.12
0.10
0.08
0.06
0.02
0.01
0.01
0.00
0.00
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.14
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
350
0.00
0.00
0.02
0.09
0.20
0.29
0.31
0.28
0.24
0.21
0.10
0.07
0.05
0.04
0.02
Figure 4.2: Isopleths for Concentration of NOx due to emission from stacks for proposed
scenario
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.15
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
Table 4.5 24 hr Predicted GLC of PM (µg/m3) due to proposed project
DISTANCE (metres)
Direction
(Degrees)
100
200
300
400
500
600
700
800
900
1000
2000
3000
4000
5000
10000
0
0.00
0.00
0.10
0.36
0.84
1.26
1.33
1.22
1.09
0.98
0.87
1.11
1.21
1.21
0.93
10
0.00
0.00
0.10
0.35
0.79
1.17
1.24
1.15
1.02
0.92
0.46
0.28
0.19
0.14
0.06
20
0.00
0.00
0.08
0.25
0.56
0.84
0.92
0.89
0.85
0.80
0.47
0.39
0.33
0.30
0.17
30
0.00
0.00
0.07
0.24
0.46
0.62
0.62
0.55
0.52
0.52
0.33
0.18
0.11
0.07
0.02
40
0.00
0.00
0.13
0.43
0.83
1.11
1.11
0.99
0.86
0.74
0.54
0.37
0.36
0.33
0.19
50
0.00
0.00
0.13
0.43
0.83
1.11
1.11
0.99
0.86
0.74
0.54
0.37
0.36
0.33
0.19
60
0.00
0.01
0.10
0.24
0.56
0.86
0.93
0.87
0.80
0.74
0.43
0.28
0.20
0.16
0.08
70
0.00
0.01
0.13
0.33
0.64
0.99
1.07
1.03
0.96
0.91
0.69
0.59
0.58
0.57
0.43
80
0.00
0.01
0.35
0.88
1.31
1.43
1.38
1.29
1.20
1.12
0.50
0.26
0.16
0.11
0.04
90
0.00
0.02
0.48
1.23
1.87
2.12
2.13
2.08
2.03
1.99
1.84
1.97
2.02
1.94
1.40
100
0.00
0.01
0.34
0.87
1.29
1.40
1.34
1.24
1.13
1.04
0.44
0.23
0.14
0.10
0.04
110
0.00
0.00
0.12
0.31
0.64
0.99
1.03
0.94
0.83
0.73
0.37
0.45
0.56
0.58
0.47
120
0.00
0.02
0.15
0.28
0.55
0.85
0.89
0.80
0.70
0.62
0.30
0.20
0.16
0.13
0.06
130
0.00
0.03
0.28
0.50
1.02
1.52
1.61
1.58
1.60
1.62
1.33
0.99
0.79
0.66
0.34
140
0.00
0.03
0.28
0.50
1.02
1.52
1.61
1.58
1.60
1.62
1.33
0.99
0.79
0.66
0.34
150
0.00
0.02
0.15
0.36
0.82
1.18
1.20
1.07
0.92
0.79
0.36
0.25
0.19
0.16
0.08
160
0.00
0.00
0.11
0.41
0.94
1.35
1.37
1.23
1.07
0.94
0.60
0.81
0.92
0.90
0.63
170
0.00
0.00
0.07
0.27
0.60
0.87
0.88
0.77
0.66
0.56
0.22
0.15
0.11
0.08
0.04
180
0.00
0.00
0.08
0.22
0.30
0.30
0.29
0.25
0.21
0.17
0.05
0.03
0.02
0.01
0.00
190
0.00
0.02
0.29
0.73
1.07
1.15
1.07
0.97
0.87
0.78
0.40
0.23
0.14
0.10
0.04
200
0.00
0.03
0.47
1.21
1.84
2.07
2.08
2.03
1.97
1.92
1.72
1.81
1.84
1.74
1.32
210
0.00
0.02
0.39
1.00
1.50
1.65
1.60
1.51
1.40
1.30
0.77
0.47
0.31
0.23
0.09
220
0.00
0.01
0.21
0.67
1.25
1.61
1.59
1.45
1.41
1.38
0.97
0.73
0.61
0.52
0.27
230
0.00
0.01
0.21
0.66
1.24
1.60
1.58
1.45
1.41
1.38
0.97
0.71
0.60
0.51
0.27
240
0.00
0.00
0.14
0.43
0.72
0.97
0.98
0.86
0.74
0.73
0.51
0.33
0.23
0.17
0.08
250
0.00
0.01
0.16
0.48
0.82
1.06
1.06
0.99
0.94
0.93
0.90
0.97
0.95
0.87
0.53
260
0.00
0.00
0.13
0.41
0.84
1.20
1.23
1.11
0.98
0.92
0.50
0.28
0.17
0.12
0.04
270
0.00
0.00
0.17
0.54
1.12
1.59
1.63
1.49
1.32
1.21
1.08
1.60
1.82
1.82
1.37
280
0.00
0.00
0.13
0.41
0.83
1.18
1.20
1.06
0.91
0.78
0.37
0.21
0.13
0.09
0.03
290
0.00
0.00
0.07
0.25
0.58
0.88
0.92
0.84
0.76
0.73
0.45
0.44
0.48
0.46
0.30
300
0.00
0.00
0.08
0.26
0.60
0.89
0.93
0.85
0.75
0.66
0.29
0.17
0.11
0.08
0.03
310
0.00
0.00
0.07
0.28
0.66
0.98
0.99
0.89
0.86
0.83
0.58
0.38
0.27
0.21
0.12
320
0.00
0.00
0.07
0.28
0.66
0.98
0.99
0.89
0.86
0.83
0.58
0.38
0.27
0.21
0.12
330
0.00
0.00
0.04
0.16
0.37
0.55
0.56
0.47
0.38
0.34
0.15
0.08
0.05
0.04
0.01
340
0.00
0.00
0.03
0.11
0.23
0.34
0.35
0.30
0.24
0.19
0.05
0.03
0.02
0.01
0.00
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.16
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
350
0.00
0.00
0.07
0.26
0.59
0.88
0.92
0.83
0.72
0.63
0.31
0.20
0.14
0.11
0.05
Figure 4.3 Isopleths for Concentration of PM due to emission from stacks for proposed
scenario
As part of precautionary measure, to minimize the l ikely environmental impacts
on air environment due to the proposed project, necessary mitigation measures
are described below:
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.17
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
Sr.
No.
1
Environmental
Attribute
Air
Mitigation Measures
 Handling o f so ils a nd co nstruction m aterials w ill
be c arefully m anaged t o minimize t he risk o f
wind-blown material and dust.
 For suppression of dust during required
construction activities, water will be sprinkled at
regular interval.
 For p roposed project, a ll t ransferring and f eeding
areas will be well covered t o a void a ny f ugitive
emissions.
 For t he plant ar ea, p roper ventilation will be
provided o n t he s hop f loor f or pr oper a ir
circulation to maintain the work area air quality.
 Proper p reventive maintenance of f uel f iring s ystem
will be ensured.
 Air - fuel ratio will be optimized.
 Efficient w orking o f p roposed AP C s ystem will b e
ensured.
• It will b e ens ured that the vehicles to b e d eployed a t
the site should have PUC certification.
In addition to the above stated process controls, development of green belt will
act a s a p ollutant s ink a nd c an h elp t o c ontrol t he s pread o f p ollution i n the
surrounding a rea. It will ha ve p ositive ef fect o n the s urrounding area. U nit will
also p articipate i n c ommunity
green b elt d evelopment p rograms
to
compensate the adverse effects on the ambient air surrounding the plant site.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.18
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
4.3.3 Impact on Land / Soil quality
The proposed project will be established in the vicinity of VITPL, which is already
developing an industrial textile park. The proposed project land has been taken
on lease f rom t he VITPL, f or ind ustrial purpose, hence, there w ill no t b e any
conflict in change o f landuse p attern. So, there is no im pact env isaged on
existing land use pattern of the project site.
Solid / ha zardous w aste g enerated from production a ctivity will b e stored
separately in H azardous Waste s torage a rea w ithin the factory p remises. The
hazardous waste storage area will have non-percolating RCC floor and covered
roof. H ence, no s ignificant ne gative impact has b een envisaged o n the
surrounding s oil q uality d ue to p resence o f s olid / ha zardous w aste w ithin the
plant premises.
Necessary m itigation measures to m inimize the l ikely environmental impacts o n
soil q uality /
land environment d ue t o o peration o f the p roposed u nit is
described below :
Sr.
Environmental
No.
Attribute
1 Soil quality /
Land
environment
Mitigation Measures
 There w ill b e a doption o f practice of s egregation
and s torage of all h azardous s olid waste ge nerated
for the production plant.
 Regular r ecord k eeping o f v olumes / w eights o f
wastes generated a nd d isposed w ill b e maintained
for the proposed production.
 Proper s torage, h andling an d d isposal o f al l t ype of
hazardous solid wastes a s p er the g uidelines
prescribed will be ensured.
 Any spillage of hazardous chemicals on land area of
plant premises should be avoided.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.19
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
4.3.4 Impact on Noise Environment
Vehicular movement for transportation of v arious r aw materials a nd finished
products is one of the sources of noise generation during operation phase of the
project. Noise generation associated with vehicular movement within the plant
premises will inc rease a mbient n oise levels f or s horter p eriod o f time a nd the
negative impact g enerated d ue t o this will g et r eversed w ith t he p assage o f
time.
Operation of manufacturing plant and machineries, will be contributing to noise
generation during operative phase.
Necessary m itigation measures to m inimize the l ikely environmental impacts o n
noise environment d ue to operation o f t he p roposed p roject a re d escribed
below:
Sr.
No.
1
Environmental
Attribute
Noise
Mitigation Measures
 High noise generating m achines and p rocesses will b e
enclosed and insulated.
 Insulation o f v entilation p ipes a nd u se o f d ampers will
be made at all possible places.
 Implementation o f m anagement c ontrol o n s ite f or
limiting t ransportation t iming by a dopting mechanical
and technological ideas.
 Preventive m aintenance s chedule w ill be f ollowed for
all in struments a nd m achineries t o m aintain g ood
working condition.
 Enclosures and b arriers w ill b e p rovided to p umps a nd
machineries producing hig h no ise l evels, required f or
proposed project.
 There w ill b e p eriodical no ise level measurements for
verifying compliance with relevant laws.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.20
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
 Workers exp osed to hig h no ise g enerating o perations
will be provided with suitable ear protection devices.
 Green belt development will act as a medium for noise
absorbance.
4.3.5 Impact on Biological Environment
As the proposed project is to be developed near the premises of industrial park,
no significant impact associated with displacement of prevailing floral & faunal
species is env isaged o n s urrounding b iological env ironment d ue to p roposed
project activity.
Air emissions generated within the plant premises will be always kept within the
prescribed limit a nd henc e no s ignificant im pact o n terrestrial ec ology i s
expected.
Development of green space / green belt within the plant premises, which leads
to r eversing the v arious neg ative im pacts a ssociated w ith p lant operation a s
well as it can also help develop terrestrial and avian ecology with positive effect
in the long run.
4.3.6 Impact on Socio-economic Environment
Unit w ill p rovide em ployment opportunity to l ocally a vailable s killed a nd u nskilled labours within its manufacturing facility as per the requirement, which is a
positive impact on prevailing socio-economic environment.

Impact in terms o f displacement of ha bitation a nd s ettlements d ue to t he
proposed p roject is totally a bsent a s the u nit is to be located near t he
industrial park.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.21
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat

Increased vehicular movement associated with the project operation phase
will ha ve s hort term neg ative im pact on no ise a nd a ir env ironment
surrounding the plant site.

No loss or disturbance of any historic and cultural heritage is associated with
the proposed project.

Proposed p roject w ill p rovide the s urrounding r egion b usiness p otential a s
well as subsequent employment opportunities.

Existence of proposed project will lead to increase in the job opportunities for
the qualified and skilled as well as unqualified and unskilled people in project
region.
At a l arge this ind ustrial d evelopment a long w ith em ployment potential p oses
long-term p ositive i mpact o n the s ocio-economic env ironment a s i t p rovides
benefits in terms of economics to the people employed with it.
Actions for Socio - Economic Environment
Locally av ailable m an-power w ill b e em ployed b y the m anagement in the
manufacturing ac tivity. A f ull-fleged emergency p reparedness p lan will b e
prepared to d eal with f ire f ighting, e vacuation a nd local c ommunication.
Organization w ill provide b asic a menities v iz. s afe d rinking w ater, s anitation
facility & medical treatment for workers of the unit.
4.3.7 Impact on Occupational Health & Safety
In t he o peration p hase o f the p roject, various ef fects o n o ccupational hea lth
and s afety o f the em ployees working in the p lant a re env isaged. M ajor hea lth
and s afety is sues e ncountered w ill b e p hysical ha zards, r espiratory hazards,
electrical ha zards, no ise, f ire & exp losion ha zards a ssociated w hile working
within manufacturing plant. Also, chemical industry poses risks such as accidents
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.22
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
due to spillage, fire and explosion. Preventive safety measures taken to minimize
the risk of accident with respect to chemical handling will be as follows :
Sr. Environmental
No.
Attribute
1
Occupational
Health &
Safety
Mitigation Measures
 All r easonably p ractical measures will b e a dopted b y
the u nit to m inimize the r isk o f a ccidents within t he
manufacturing unit.
 All b uilding p lans and ins tallations w ill b e a s p er
relevant l aws a nd will b e a pproved b y c ompetent
authority.
 Trained w orkers w ill be em ployed for all the h azardous
process o perations w ithin the p lant a nd will b e
supervised by experienced supervisors.
 Safety f eatures s uch a s f ire ex tinguishers a t s trategic
locations and s uitable p ersonal p rotective eq uipments
will be provided.
 Flame-proof el ectrical f ittings, flame a rrestors e tc., w ill
be installed .
 All t he r aw m aterials & s olvents w ill b e s tored in
designated s torage a rea eq uipped w ith nec essary
safety features .
 Periodic ins pection & t esting o f p ressure v essels,
equipments, machineries will be done.
 Good house-keeping will be ensured within the factory
premises.
 Training w ill b e p rovided t o the d esignated s taff &
workers f or f ire f ighting, w ork p ermit s ystem, f irst a id &
safe handling of hazardous chemicals.
 Incident / accident reporting system will be developed
and a ll t he em ployees will be made aw are for the
same.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
4.23
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
 Suitable no tices / b oards w ill b e d isplayed a t
designated l ocations ind icating appropriate h azard
warnings.
 Antidotes a s w ell a s MSDS f or a ll t he c hemicals will b e
made available within the factory premises.
With ef fective implementation o f t he m itigative measures and keeping t he
workers w ell eq uipped w ith nec essary p ersonal p rotective eq uipments and
training f or the s afety a spects to b e f ollowed d uring w orking ho urs, the
occupational health and safety impacts can be controlled.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
CHAPTER 5
5.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
CHAPTER – 5
ENVIRONMENTAL MONITORING PROGRAM
5.1
OBJECTIVE :
Regular monitoring program o f the env ironmental p arameters is es sential t o
take in to a ccount t he c hanges in
the env ironment. T he o bjective o f
environmental monitoring program is :

To verify the results of the impact assessment study with regards to new
development.

To follow t he ev olution o f p arameters w hich ha ve b een id entified as
critical.

To check the effectiveness of the environment management system in
operation.

To confirm statutory compliance.

To establish a data base for future impact assessment studies.
5.2 ENVIRONMENT MONITORING & CONTROL :
To im plement m idterm c orrective m easures a s w ell a s t o a chieve ef fective
implementation of the same, environment monitoring and control program is
essential. Regular m onitoring of en vironmental p arameters is o f im mense
importance to assess the status of environment during project operation. With
the k nowledge o f b aseline env ironmental s tatus, m onitoring p rogram w ill
serve as a tool to assess any deterioration in environmental conditions due to
operation of the project.
Generally t he E IA study f or a ny p roject is c arried o ut o ver a s hort period o f
time a nd t he d ata generated c annot bring o ut a ll v ariations ind uced b y
natural or human activities. Hence, regular monitoring program is essential to
take into account the changes in the environment quality.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
5.2
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
Scope of the monitoring program generally focuses on various environmental
parameters viz., Air quality, Water quality, Noise, Soil characteristics, Ecology,
Land u se p attern and s ocio-economic env ironment. F or the pr oposed
project, m onitoring of v arious env ironmental p arameters will b e r equired t o
assess proper functioning and efficiency of all the proposed pollution control
systems. For the proposed project, monitoring activity is mainly envisaged for
stack em issions to a nalyze the performance o f AP C s ystem and to m easure
the prevailing noise levels due to plant operation.
5.3 PROPOSED MONITORING PROGRAM
The monitoring program for proposed project is shown at Table No : 5.1. The
unit w ill a llocate t he
budgetary p rovision of
R s.
5 La khs
towards
implementation of EMP as well as Env. Monitoring.
Table No : 5.1 Environment Monitoring Schedule
Sr.
No.
1
Particulars
Frequency of
Monitoring
Duration of
Monitoring
Parameters for
Monitoring
Air Quality
a.
Ambient Air Quality
Monitoring within
Plant premises
Monthly
One 24
hourly
sample
PM 10 , SOx, NOx,
PM 2.5, HC &
VOC
b.
Stack Monitoring
Monthly
--
PM, SOx, NOx,
2
Water and Wastewater Quality
Once in
three
months
Grab
As per IS 10500
Once in 15
--
Primary
2a. Raw water quality
2b. Wastewater quality
(i)
Quality of raw effluent
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
5.3
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
days
(ii)
Quality of treated
effluent
3
Noise Quality
a.
Within plant premises
at identified locations
b.
At the periphery of
plant premises at least
5 locations
5
Work zone monitoring
6
Solid waste
generation
7
Employee Health
Once in
three months
Once in
three months
parameters
such as pH, TDS,
SS, BOD, COD,
Temperature,
colour.
8 hourly
Leq Levels
8 hourly
Day and night
time Leq levels
8 hourly
SPM, HC, VOC
Records of quantity of generation, handling,
storage and transportation of solid and
hazardous waste will be maintained.
Pre-employment and periodical health checkup of every employee at least once in six
months
5.4 REPORTING SCHEDULES OF THE MONITORING DATA
Voluntary reporting of environmental performance with reference to EMP will
be undertaken. The in-charge of environment, health and safety department
of the u nit ha s to c o-ordinate all m onitoring programmes at s ite and d ata
generated shall be submitted regularly to the statutory agencies. Frequency
of r eporting s hall b e once every s ix m onths to G PCB and R egional O ffice of
MoEF.
5.5 INFRASTRUCTURAL REQUIREMENT
For c arrying out r egular env ironment m onitoring, the u nit s hould ha ve a f ull
fledged dedicated environment laboratory. If monitoring / analysis has to be
outsourced to o utside a gencies, M oEF / G PCB r ecognized a gencies s hould
be deployed.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
CHAPTER 6
6.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
CHAPTER - 6
HAZARD IDENTIFICATION AND RISK ASSESSMENT
6.1
INTRODUCTION
The s tarting point o f r isk a ssessment s tudy i s t he i dentification o f h azards an d
selection of scenarios those are then addressed for further analysis. Hazard is defined
as a c hemical or p hysical c ondition t hat ha s t he potential f or causing d amage t o
people, property or t he e nvironment i n a n u nlikely event of r elease. A n umber o f
techniques are available for hazard identification depending upon the depth and
objective of s tudy. T he mos t r elevant t o r isk a ssessment i s t he r eview o f r elease
sources of hazardous chemicals.
6.2
HAZARDOUS MATERIALS TO BE HANDLED AT PROPOSED PLANT
Hazards associated with proposed plant have been identified. Hazardous chemicals
to be stored will be flammable, toxic o r reactive in nature. D etails of nature and
quantities of hazardous materials to be stored and handled at the plant are given in
Table No. 6.1.
Table No. 6.1: Storage Capacities of Hazardous Chemicals
Sn.
Name of
Maximum
Type of
Size of Tank
Hazardous
Storage
Storage
(Dia x Height/
Chemicals
Quantity
Storage Conditions
Temp.
Pressure
Length)
1.
Ammonia (25%)
5 MT
Container
200 L
Ambient
Atmospheric
2.
Formaldehyde
20 MT
Container
(920 mm x 570 mm
Ambient
Atmospheric
3.
Vinyl Acetate
20 MT
Drum /
1250 L
Ambient
Atmospheric
Monomer
Container (1130 mm x 1350 mm)
4.
Acrylonitrile
5 MT
Container
200L
Ambient
Atmospheric
5.
Methanol
5 MT
Container
(920 mm x 570 mm)
Ambient
Atmospheric
6.
Epichlorohydrine
5 MT
Container
Ambient
Atmospheric
7.
Styrene
35 MT
Container
Ambient
Atmospheric
(Source : NPL )
Characteristics of potential hazardous materials to be stored at the proposed plant
are d escribed i n f ollowing s ubsections. Haz ardous m aterials o ther t han d escribed
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
6.2
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
below, will b e i n s mall quantities an d Material Saf ety Data Sh eets (MSDS) will b e
available at the plant for taking safe measures during handling of these hazardous
materials.
Acrylamide
Acrylamide i s o dorless w hite crystalline solid. It m ay be c ombustible a t h igh
temperature. A crylamide is stable b ut u nstable with excess heat, d ust g eneration,
incompatible materials. It is incompatibility with various substances and reactive with
oxidizing agents, acids, alkalis, moisture.
Acrylamide is light sensitive and may polymerize on exposure to light. The solid is
stable at room t emperature but m ay p olymerize violently o n melting o r w hen
heated above 50 oC. it reacts spontaneously with hydroxyl-, amino-, and sulfhydrylcontaining compounds.
Acrylamide reacts vigorously with acids, bases producing ammonia salts and acrylic
acid. A crylamide m ay p olymerize u pon c ontact w ith o xidizing m aterials e.g.
peroxides.
Molecular Weight
: 71.08 g/mole
Boiling Point
: 125 °C
Melting Point
: 84.5 °C
Specific Gravity
: 1.122 (Water = 1)
Vapor Density
: 2.45 (Air = 1)
Auto-Ignition Temperature
: 424 °C
Flash Points: Closed Cup
: 138 °C
Acrylamide is s oluble in cold w ater, h ot w ater, m ethanol. It i s partially soluble in
acetone.
On c ombustion of A crylamide, c arbon ox ides ( CO, C O 2 ), nitrogen o xides ( NO,
NO 2 ...) is released.
Acrylamide is slightly flammable to flammable in presence of heat. When heated to
decomposition it emits acrid smoke and fumes. F or small fire, dry chemical powder
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
6.3
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
is used while for large fire water spray, fog or foam should be used. Water jet should
not used for extinguish fire.
Ammonia
Ammonia water solution is colourless to milky coloured liquid having strong pungent
odour like a mmonia g as. A mmonia g as ma y b e g enerated f rom ammonium
hydroxide s olutions. H igh airborne concentrations o f ammonia c an b e i gnited an d
pose a
significant f ire an d ex plosion h azard, es pecially i n a c onfined space.
Ammonia g as c an d ecompose at h igh t emperatures f orming v ery f lammable
hydrogen and toxic nitrogen dioxide. It ma y be a confined space ex plosion a nd
toxicity hazard. However, it will not burn under normal conditions.
The odor threshold for ammonia is between 5 - 50 parts per million (ppm) of air. It is
recommended that if an employee can smell it they ought to back off and
determine if they need to be using respiratory protection.
For Ammonia, time weighted average(TWA) limit is 25 ppm, short terms exposure limit
is 35 ppm and IDLH value is 300 ppm.
Physical characteristics of Ammonia are as given below:
pH:
: 10.6
Vapour Pressure
: 10% (w/w):~15 kPa(~112.5 mm Hg)@20 oC;
19.1%(w/w):29.5 kPa (221.4 mm Hg);28.8% (w/w)
74.2 kPa (556.7 mm Hg) both @21.1 oC
Boiling Point
: 29.4% (w/w): 27.2 oC
Solubility
: Soluble in all proportions in water.
Specific Gravity/Density
: 10% (w/w): 0.96; 20% (w/w): 0.925
@20oC; 30%(w/w): 0.895@15oC (water=1)
It is toxic and harmful if inhaled or swallowed and can be delayed causes lung injury
effects. It is corrosive t o t he ey es, s kin a nd r espiratory t ract and c an c ause
permanent eye injury or blindness, and permanent scarring of the skin.
Auto-ignition temperature for ammonia water solution is 651 oC and not flammable
under normal conditions.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
6.4
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
It i s c hemically s table at r oom temperature i n c losed c ontainers under normal
storage and handling conditions. Contact with high temperatures, incompatible
materials should b e avoided. It i s in compatible w ith o xidizers, h alogens, a cids
(hydrochloric, hydrofluoric, nitric, sulphuric), acrolein, acrylic acid, dimethyl sulphate,
silver o xide, s ilver ox ide p lus ethyl a lcohol, hypochlorites, me rcury, r opylene ox ide,
iodine, n itromethane, i ron, 1 ,2-dichloroethane, s odium h ydroxide. I t a ttacks s ome
metals, s uch a s, copper, t in, z inc, a luminum, s ilver a nd t heir a lloys, i nter-halogens,
metal halides, ethylene oxide, chlorosulphonic acid and forms explosive compounds
with many heavy metals and halide salts.
Formaldehyde
Formaldehyde is clear c olorless l iquid. O dor t hreshold value is 1 00 p pm. It i s e asily
soluble i n cold wa ter, h ot wa ter a nd a lso Soluble i n d iethyl et her, a cetone.
Formaldehyde is i nsoluble i n me thanol a nd n -octanol. F ormaldehyde i s in s table i n
nature. It is slightly reactive to reactive with oxidizing agents, reducing agents, acids,
alkalis. It is also incompatible with urea, phenol, isocyanates, anhydrides, amines,
AZO c ompounds, c arbonyl compounds, ox ides ( e.g. nitrogen d ioxide), p erformic
acid, dithiocarbmates, or peroxides. Polymerization can be inhibited by the addition
of me thanol or
stabilizers s uch as h ydorxypropyl me thyl cellulose, methyl ethyl
celluloses, or isophthalobisguanamine. Formaldehyde is non-explosive in presence of
open flames and sparks, of shocks.
Vinyl Acetate Monomer
Vinyl acetate monomer is a colorless to light yellow liquid with a low flash point. It has
a c haracteristic o dor l ike sweet-to-sharp. Vinyl acetate monomer is soluble in most
organic solvents including chlorinated solvents, but is not soluble in water. It is easily
polymerized with acrylate esters to produce polymers. When handled properly, VAM
can be stored, transported and otherwise managed safely. However, if VAM is not
properly managed, it can pose a serious fire and/or health hazard. Characteristics of
Vinyl Acetate Monomer are as given below:
•
Vinyl Acetate is highly flammable
•
Vapor may cause flash fire
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
6.5
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
•
May p olymerize s pontaneously if c ross c ontamination o ccurs, i f t he
polymerization i nhibitor i s d epleted, o r i f e xposed t o h eat, radiation,
oxidizing m aterials o r s trong acids o r b ases; m ay r esult in h eat
generation, r apid
vaporization o f V AM, a nd p ossible
vessel
rupture/explosion
•
May cause skin, eye and respiratory irritation
•
Harmful by inhalation
•
Possible cancer h azard. L ifetime i nhalation an d o ral ex posures have
caused nasal and upper digestive tract (site of contact) cancers in
laboratory animals exposed to high concentrations. Tumors can occur
when ex posure ex ceeds a t hreshold c oncentration s uch t hat t issue
defense mechanisms are overwhelmed.
Physical and chemical characteristics of Vinyl A cetate Monomer are as given
below:
Molecular Weight
:
86.09 g/mole
Boiling Point
:
72.2°C
Melting Point
:
-93.2°C
Specific Gravity
:
0.9317 (Water = 1)
Vapor Pressure
:
83 mm of Hg (@ 20°C)
Vapor Density
:
3 (Air = 1)
Odor Threshold
:
0.12 ppm
Solubility
:
Soluble in cold water
Auto-Ignition Temperature
:
402°C
Flash Points: Closed Cup
:
-7.8°C Open Cup: 0.7°C
Flammable Limits
:
Lower: 2.6% Upper : 13.4%
Vinyl acetate is flammable in presence of open flames and sparks and explosion. For
small fire dry chemical powder should be used and for large fire should be extinguish
with alcohol foam, water spray or fog.
PPE requirements for VAM will vary depending on possible exposure circumstances
and activities.
Proper use of PPE requires adequate training. Any garments
CONSULTANT :
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6.6
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contaminated with VAM should be removed promptly and either decontaminated
by a q ualified i n-house or reputable external industrial cleaning service or properly
disposed. Contaminated leather articles s uch as
shoes, clothing, b elts o r
watchbands s hould be pro perly d isposed a s l eather c annot b e t horoughly
decontaminated.
If inhaled, m ove t o fr esh a ir. If b reathing is difficult, gi ve o xygen. If breathing h as
stopped, give artificial respiration, then oxygen as needed. Contact emergency
medical personnel/physician immediately. Respiratory tract irritation, bronchitis,
pneumonitis or delayed pulmonary edema may develop.
In case o f s kin c ontact, i mmediately r emove c ontaminated c lothing an d s hoes.
Wash affected areas with water and soap (if available) for at least 15 minutes. Call
emergency medical personnel/physician if irritation and pain persist after thorough
washing.
In case of eye contact, remove contact lenses if worn. Immediately flush eyes with
large amounts o f r oom t emperature w ater f or at
least 1 5 m inutes.
Contact
emergency medical personnel/physician immediately.
If ingested, slowly drink a glass (125-250 ml) of water or milk. Do not induce vomiting
to p revent aspiration i nto l ungs. Co ntact emergency m edical p ersonnel/physician
immediately.
In case of thermal burns, immediately cool affected skin for as long as possible with
cold water. Do not remove clothing if adhering to skin. K eep individual warm and
quiet. Contact emergency medical personnel/physician immediately.
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Acrylonitrile
Acrylonitrile is a lso k nown a s−propene−nitrile
2
which is c olourless liquid with
characteristic smell slightly pungent. It is highly flammable and toxic by inhalation, in
contact with skin and if swallowed and irritating to skin.
Physical and chemical properties of Acrylonitrile are as given below:
Boiling point
: 77 °C
Melting point
: −82 °C
Density
: 0.8 g/ml at 20 °C
Vapour pressure
: 20 mbar at 20 °C
Viscosity
: 0.4 mPa s at 20 °C
Solubility in water
: 73.5 g/l at 20 °C
Flash point
: -5 °C
Ignition temperature
Explosive limits
: 480 °C
: lower: 2.8 % by vol. upper: 28 % by
vol.
Heat of polymerization
:17.3 Kcal/mole.
Vapour density ratio
:1.83 (air =1)
It is unstable t o h eat an d l ight an d stabilization is n ecessary for s torage a nd
transportation. On decomposition it may include hydrocyanic acid. When contact
with acids, alkaline solutions or peroxides, it may cause spontaneous polymerization.
In the event of fire, water spray, water curtain, foam, CO 2 , dry powder may be used
as extinguishing media.
When i t r elease, r emove s ources o f i gnition an d c ool en dangered vessels an d
containers w ith s prayed w ater. O n h eating p ressure r aises w ith c onsequent r isk o f
bursting and explosion.
Methanol
Methanol i s colourless l iquids w ith characteristic a lcoholic odour. I t i s l ighter than
water and miscible with it. Methanol is Class A flammable substance. The
consequences of a release would be a pool fire. Boiling point of methanol is 64.5 oC.
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Vapours o f m ethanol ar e ex plosive an d h ave LEL and UEL a re 6% a nd 3 6.5%,
respectively.
Exposure t o vapours causes ey e irritation, h eadache, f atigue, d rowsiness. Hi gh
concentration can cause produce centra nervous system depression and optic
nerve damage, 50,000 ppm will probably cause death in 1-2 hrs if absorbed through
skin, swallowing may cause death or eye damage.
Methanol should be stored away from heat, ignition sources and spark. It should be
keep away from heat and flame. In the event of spillage of methanol, shut off leaks
if without risks and drench with water.
In the event of fire, CO 2 , foam, dry powder should be used as extinguishing media
but direct water jet should not be used for extinguish water.
Epichlorohydrine
Epichlorohydrine is c lear c olorless l iquid having odor like Irritanting c hloroform. It i s
flammable in nature. Lower flammable limit of Epichlorohydrine is 3.8% while upper
flammable limit is 21%. It is also flammable in presence of shocks and heat.
The properties of Epichlorohydrine are as given below:
Boiling Point
: 115°C
Melting Point
: -48°C
Vapor Pressure
: 13 mm of Hg
Vapor Density
: 3.29 (Air = 1)
Specific Gravity
: 1.18
Vapor Pressure(Mm Hg)
: 12.5
Vapor Density(Air=1)
: 3.2
Auto-Ignition Temperature
: 411°C
Flash Points: closed cup
: 31°C
On i gnition it r eleases h ydrogen c hloride, c arbon mon oxide, c arbon d ioxide a nd
phosgene.
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Acetic Acid
It is clear and colorless liquid with strong vinegar-like order. It is infinitely soluble in the
water.
Hazardous polymerization of acetic acid is not occurred. Acetic acid is stable under
normal conditions but heat and sunlight can contribute to instability. It releases heat
and to xic, i rritating vapors w hen m ixed w ith w ater. Acetic a cid c ontracts s lightly
upon freezing which may cause the container to burst.
It i s i ncompatible wi th c hromic a cid, n itric acid, e thylene g lycol, p erchloric a cid,
phosphorous tri-chloride, oxidizers, sodium peroxide, strong caustics, most metals
(except aluminum), carbonates, hydroxides, oxides, and phosphates. It sh ould be
avoided with heat, flame, ignition sources, freezing and incompatibles.
It forms c arbon d ioxide and c arbon monoxide when h eated to d ecomposition. It
may also release toxic and irritating vapors.
Physical and chemical properties of acetic acid are as given below:
Melting point
: 16.7 oC
Boiling point
: 118 oC
Specific gravity
: 1.05
Density
: 1.05
pH
: 2.4
Vapour density
: 2.07
Vapour pressure
: 11 mm Hg at 20 oC,
Flash point
: 40 oC
Explosion limits
: 4% - 16%
Ignition temperature
: 426 oC
Above f lash po int, v apor-air m ixtures o f ac etic ac id a re ex plosive w ithin f lammable
limits. Vapors can flow along surfaces to distant ignition source and flash back. When
it c ontacts w ith s trong o xidizers, i t m ay c ause f ire. It r eacts w ith m ost m etals to
produce hydrogen gas, which can form an explosive mixture with air.
Dry c hemical, f oam or c arbon d ioxide c an b e u sed f or extinguishing fire. W ater
spray may be used to keep fire exposed containers cool.
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Styrene
Styrene is monomer which is used as intermediate for the production of plastics. It is
colourless liquid and sweet like benzene. Styrene is flammable, harmful by inhalation
and ir ritating to eyes and skin. It r eacts v iolently w ith a cids, o xidizing a gents,
aluminium, copper, Radical−forming agents, Halogenes and metal salts. It may also
form e xplosive p eroxides. It i s unstable to h eat a nd l ight. P rior to s torage a nd
transportation, stabilisation of styrene is necessary. In the event of fire or during
thermal decomposition, it forms carbon monoxide, carbon dioxide and toxic gases.
Physical and chemical properties of Styrene are as given below:
Boiling point
: 146 °C
Solidifying point
: −31 °C
Density
: 0.9 g/cm³ at 20 °C
Vapour pressure
: 6 − 10 h Pa at 20 °C
Viscosity
: 0.73 m Pa·s at 20 °C
Solubility in water
: 0.3 g/l at 20 °C
Partition coefficient
: log P octanol / water = 2.95
Flash point
: 32 °C
Ignition temperature
: 490 °C
Explosive limits of styrene are as LEL
: 1.1 % by vol and UEL: 6.1 % by
vol.
The vapours are heavier than air and creep at ground level. If they are ignited, the
flame may c over l arge distances. I f i s exposed to h eat from fire i n v icinity, there i s
always risk of bursting, therefore, containers at risk from fire should be cooled with
water and, if possible, removed from the danger area.
Water mi st, foam, dry powder, CO 2 can be used as extinguishing media but never
use direct water jet extinguishing fire.
High c oncentrations of i t cause d rowsiness, he adache, d izziness, a nd na usea,
disturbed s ense o f balance an d longer reaction t imes. Re peated ac ute ex posure
can damage the central nervous system, liver and kidneys. The liquid is an irritant to
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the skin and mucous membranes. If inhaled, it can be rapidly re-sorbed via the lungs
and damage other internal organs.
Formic Acid
Formic Acid is clear and colorless liquid with pungent odor. It is stable under ordinary
conditions of use and storage. It is infinitely soluble in the water. It should be avoided
with heat, flame, other sources of ignition.
Carbon dioxide and carbon monoxide may form when it heated to decomposition.
It is dehydrated by sulfuric acid to produce carbon monoxide. IDLH Level for formic
acid is 30 ppm.
Physical & chemical characteristics of formic acid are given below:
Density
: 1.2
Boiling Point
: 101 oC
: 1.6 @ 19 oC
Vapor Density (Air=1)
Vapor Pressure (mm Hg)
: 40 @ 24 oC
Evaporation Rate (BuAc=1)
: 2.1
Flash point
: 69 oC
Autoignition temperature
: 601 oC
Flammable limits in air % by volume
: LEL: 18; UEL: 57
Above f lash po int, vapor-air m ixtures a re e xplosive w ithin f lammable l imits. It is
sensitive to static discharge.
It is i ncompatible w ith s ulfuric a cid, s trong c austics, f urfuryl a lcohol, h ydrogen
peroxide, strong oxidizers and bases. It reacts explosively with oxidizing agents.
Dry chemical, carbon dioxide, water spray, or alcohol resistant foam should be used
as fire extinguishing media.
6.3
HAZARDOUS CONDITIONS DUE TO RELEASE QUANTITIES
In the event of release of hazardous materials, various hazardous conditions, which
can occur, are described below:
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6.3.1 Pool Fire
The release of quantities of liquid hazardous chemicals like Methanol, Vinyl Acetate
Monomer, e tc. w ill r esult i n a n a ccumulation of s preading pool of h azardous
chemicals. I f it i s ig nited, the resulting f ire is known as fixed pool f ire. I n c ase any
object comes in contact with the flame above/around the pool, it will be severely
damaged o r d estroyed an d personnel exposed t o f lame w ill s uffer ex tensive b urn
injuries. Objects and personnel outside the actual flame volume may also be
affected or injured by radiant heat. The extent of damage or injury depends on the
heat f lux a nd d uration o f f ire an d ex posure. If a l arge ar ea o f t he b ody r eceives
second and third degree burns, it can result in fatalities.
The extent of injury to people depends on the heat flux and duration of exposure.
The extent of damage to personnel and property depends on the size of the pool
and the duration of fire.
6.3.2 Vapour Cloud Explosion
If released f lammable m aterial is n ot ignited im mediately, v apour c loud m ay b e
spread in t he s urrounding area. A s l ong a s t he g as concentration i s between t he
lower and upper flammability limits (LEL & UEL), the propane gas cloud may be set
on fire by an ignition source.
In case of delayed ignition of a cloud, two physical effects may occur:
•
a flash fire over the whole length of the flammable propane gas cloud;
•
a vapour cloud explosion which results in blast wave, with typical peak
overpressures c ircular ar ound t he i gnition s ource. F or g eneration o f
overpressure effects, some degree of confinement of the flammable
cloud is required.
6.3.3 Dispersion Toxic Cloud
In the event of release of toxic hazardous chemicals, cloud of toxic chemicals will be
formed and moved towards wind direction.
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6.4
EFFECT AND CONSEQUENCE OF RELEASE OF HAZARDOUS
CHEMICALS
6.4.1 Thermal Effects
Thermal e ffect modelling to e stimate t he likely injury o r damage t o people a nd
objects from thermal radiation from incident outcomes is the most straightforward of
the physical heat exposures referred to above. A substantial body of experimental
data exists and forms the basis for effect estimation. Two approaches are used for
estimation of thermal effects :
•
simple tabulations or charts based on experimental results
•
theoretical models based on the physiology of skin burn response.
Thermal effects models are solidly b ased on experimental work on man, animals,
and structures. .
The following thermal damage criteria have been used for the hazard analysis:
Incident Power
Radiation Kw/m2
37.5
25.0
12.5
4.0
Damages Caused
Sufficient to cause damage to process equipment.
100% lethality in 60 seconds, 1% lethality in 10 seconds
Minimum Energy to ignite wood at infinitely long
exposures without a flame. 100% lethality in 60
seconds. Significant injury in 10 sec.
Minimum Energy to ignite wood with flame, melting of
plastic tubing etc. 1% lethality in 60 seconds. 1st
degree burns in 10 seconds.
Sufficient to cause pain to personnel if unable to take
cover within 10 seconds; 1st degree burns
6.4.2 Delayed Ignition & Explosion
In case of delayed ignition of flammable vapour cloud, two physical effects
may occur:
• a flash fire over the whole length of the explosive vapour cloud;
• a vapour cloud explosion that results in blast wave, with typical peak
overpressures circular around the ignition source.
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TNO Multi-energy method has been used to calculate the blast overpressure.
The f ollowing d amage c riteria i n Table No. 6.2 may b e d istinguished w ith
respect to the peak overpressures resulting from a blast wave:
Table No. 6.2 : Damage Effects Due to Overpressures
Peak Overpressure
Damage Type
0.830 bar
Total Destruction
0.350 bar
Heavy Damage
0.170 bar
Moderate Damage
0.035 bar
Minor Damage
The Table No. 6.3 below gives an illustrative listing of damage effects caused
by peak overpressure.
Table No. 6.3: Illustrative Damage Effects due to Overpressures
Peak Overpressure (Bar)
Failure
0.005
5 % Window Shattering
0.02
50 % Window Shattering
0.07
Collapse of a roof of a tank
0.07-0.14
Connection failure of panelling
0.08-0.1
Minor Damage to Steel Framework
0.15-0.2
Concrete block wall shattered
0.2
Collapse of Steel Framework
0.2-0.3
Collapse of self framing Steel panel building
0.2-0.3
Ripping of empty oil tanks
0.2-0.3
Deformation of a pipe bridge
0.2-0.4
Big trees topple over
0.3
Panelling torn off
0.35-0.4
Piping failure
0.35-0.8
Damage to Distillation Column
0.4-0.85
Collapse of pipe bridge
0.5
Loaded Train Wagon overturned
0.5
Brick walls shattered
0.5-1.0
Movement of round tank, failure of
connecting piping
(Source : TNO)
Peak over pressure of 0.1 bar is considered for explosion calculations.
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6.4.3 Toxic Release
The Immediately Dangerous to Life and Health (IDLH) concentration values for
10 m inutes ex posure h as been t aken a s t he criteria f or t he ‘wounded’
category.
6.5
RELEASE AND OUTCOME SCENARIOS
The release and outcome scenarios considered for consequence analysis are
tabulated in Table No. 6.4:
Table No.6.4: Release and Outcome Scenarios
Sn.
Release Source
Failure Mode
Outcome Modelled
1.
Methanol Tank
Rupture of 200 L drum
Pool Fire a nd Thermal
Radiation
2.
3.
Vinyl
Acetate Rupture
of
1250
L Pool Fire a nd Thermal
Monomer
container
Radiation
Styrene
Rupture of 200 L drum
Pool Fire a nd Thermal
Radiation
4.
Acrylonitrile
Rupture of 200 L drum
Pool Fire a nd Thermal
Radiation
5.
Ammonia
Rupture of 200 L drum
Solution (25 %)
6.6
Toxic Re lease & F lash
Fire
CONSEQUENCE ANALYSIS
6.6.1 Introduction
Subsequent the accidental release of a hazardous chemical, the consequence
effects d epend o n a l arge n umber o f f actors e.g. type an d quantity o f r eleased
hazardous m aterials, presence an d l ocation o f an i gnition source, m eteorological
conditions, etc. Consequence analysis for the selected accident scenarios has been
carried t o es timate t he v ulnerable z ones. W hen t he v ulnerable z one i s i dentified f or
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failure cases, m easures c an be t aken f or risk m itigation m easures an d t o el iminate
damage to the property and injury to personal.
6.6.2 Model Used For Consequence Analysis
The Risk Assessment study involves a l arge number of c alculations for which
established computing aids are essential. PHAST (Version 6.53.1) Software of DNV has
been used to perform the consequence calculations. PHAST is a c onsequence and
risk assessment s oftware f or c alculation of p hysical effects (fire, e xplosion,
atmospheric dispersion) of the escape of hazardous materials. PHAST software allows
detailed m odeling an d q uantitative as sessment o f r elease o f p ure an d m ixtures o f
liquid and gaseous materials.
6.6.3 Consequence Analysis for Release Scenarios
Consequence an alysis f or t he s elected accident s cenario h as b een c arried t o
estimate the vulnerable zone. On identification of vulnerable zones for failure cases,
measures can be taken for risk mitigation and to eliminate damage to the plant and
injury to personal.
6.6.3.1 Rupture of 200 L Methanol drum
Outcomes of rupture of 200 L methanol drum are discussed in following subsections.
I.
UFL & LFL Concentration of Methanol Vapour
In the event of release of methanol due to catastrophic rupture of 200 L drum, pool
will be formed. Methanol vapours will be generated from pool and vapour cloud of
methanol will m ove t owards w ind direction. C oncentration o f methanol vapours
within UFL, LFL and LFL Fraction with respect to distance will be as given below:
Concentration
UFL and LFL Concentration Distance (m)
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C 3m/s
UFL
0.868232
0.840655
0.873822
1.102
LFL
4.54175
5.07863
6.21705
6.76423
LFL Fraction (50% of LFL)
7.91099
8.37226
7.54025
8.21783
Maximum concentration footprint are given in Figure 6.1.
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Figure 6.1: Maximum Concentration Foot Print
II.
Overpressure Effect: Early and Late Explosion
On release of Methanol, vapours of Methanol will be generated; however, explosive
mass w ill n ot b e formed i n a ny s tability c lass and w ind s peed. Hen ce, n o
overpressure hazard due to both early and late explosion is possible in the event of
methanol release as a result of rupture in 200 L drum.
III.
Flash Fire Envelope
Vapours of Methanol will r esult in f lash f ire o n g etting source o f i gnition. Furthest
extent distance of flash fire is as given below:
Flash Fire Distance (m)
Furthest extent
Stability Class, Wind Speed
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C, 3m/s
7.91099
8.37226
7.54025
8.21783
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Intensity of flash fire under various stability class and wind speed are shown in Figure
6.2.
Figure 6.2: Flash Fire Envelope
IV.
Late Pool Fire Heat Radiation
In the event of ignition in pool of Methanol, thermal radiation of various intensities will
be experienced at different distances. Thermal radiation level distances are as given
below:
Thermal Radiation
Level
37.5 kW/m2
Thermal Radiation Level Distances (m)
1 m/s - F
2 m/s - F
3 m/s - D
3 m/s – B/C
Not Reached Not Reached Not Reached Not Reached
12.5 kW/m2
5.14606
5.89472
6.32033
6.31945
4 kW/m2
10.8125
11.5367
11.7723
11.7709
Late pool fire thermal radiation radii are shown in Figure 6.3.
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Figure 6.3: Intensity Radii for Pool Fire
6.6.3.2
Rupture of 1250 L Vinyl Acetate Container
Outcomes of rupture of 1250 L container of Vinyl Acetate are discussed in following
subsections:
I.
UFL & LFL Concentration of Vinyl Acetate Vapour
In the event of release of Vinyl Acetate due to catastrophic rupture of 1250 L
container, pool will be formed. Vinyl Acetate vapours will be generated from pool
and vapour cloud of Vinyl Acetate will move towards wind direction. Concentration
of Vinyl Acetate vapour within UFL, LFL and LFL Fraction with respect to distance will
be as given below:
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Concentration
UFL and LFL Concentration Distance (m)
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C 3m/s
UFL
13.0008
6.15433
4.94206
4.48448
LFL
25.7323
16.3275
15.7454
15.4976
LFL Fraction (50% of LFL)
33.9596
24.5258
23.9268
22.9677
Maximum concentration footprint are given in Figure 6.4.
II.
Overpressure Effect: Early and Late Explosion
On release of Vinyl Acetate, v apours of Vinyl Acetate will be generated; however,
explosive mass will not be formed in any stability class and wind speed. Hence, no
overpressure hazard due to both early and late explosion is possible in the event of
methanol release as a result of rupture in 1250 L container.
III.
Flash Fire Envelope
Vapours of Vinyl Acetate will result in flash fire on getting source of ignition. Furthest
extent distance of flash fire is as given below:
Flash Fire Distance (m)
Furthest extent
Stability Class, Wind Speed
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C, 3m/s
33.9596
24.5258
23.9268
22.9677
Intensity of flash fire under various stability class and wind speed are shown in Figure
6.5
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Figure 6.4: Maximum Concentration Foot Print
Figure 6.5: Flash Fire Envelope
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IV.
Late Pool Fire Heat Radiation
In t he e vent of ignition i n p ool of
Vinyl Acetate, thermal radiation of various
intensities will b e ex perienced at
different distances. Thermal radiation l evel
distances are as given below:
Thermal Radiation
Thermal Radiation Level Distances (m)
Level
1 m/s - F
2 m/s - F
3 m/s - D
3 m/s - B
37.5 kW/m2
10.5205
11.6605
12.4178
12.4099
12.5 kW/m2
26.1085
30.0251
32.345
32.3287
4 kW/m2
47.8739
50.2841
51.24
51.2145
Late pool fire thermal radiation radii are shown in Figure 6.6.
Figure 6.6: Intensity Radii for Pool Fire
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
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6.6.3.3
Rupture of 200 L Styrene Drum
Outcomes of rupture of 200 L Styrene drum are discussed in following subsections.
I.
UFL & LFL Concentration of Styrene Vapour
In the event of release of Styrene due to catastrophic rupture of 200 L drum,
pool will be formed. Styrene vapours will be generated from pool and vapour
cloud of Styrene will move towards wind direction. Concentration of styrene
vapours w ithin U FL, L FL a nd L FL F raction w ith r espect t o d istance w ill be a s
given below:
Concentration
UFL and LFL Concentration Distance (m)
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C 3m/s
UFL
0.427332
0.427493
0.463724
0.5117
LFL
0.914082
1.07176
1.4899
1.53947
LFL Fraction (50% of LFL)
1.14634
1.55234
2.12323
2.33888
Maximum concentration footprint are given in Figure 6.7.
Figure 6.7: Maximum Concentration Foot Print
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
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II.
Overpressure Effect: Early and Late Explosion
On r elease o f Styrene, v apours of Styrene will b e g enerated; h owever, ex plosive
mass w ill n ot b e formed i n a ny s tability c lass and w ind s peed. Hen ce, n o
overpressure hazard due to both early and late explosion is possible in the event of
Styrene release as a result of rupture in 200 L drum.
III.
Flash Fire Envelope
Vapours of Styrene will result in flash fire on getting source of ignition. Furthest extent
distance of flash fire is as given below:
Flash Fire Distance (m)
Furthest extent
Stability Class, Wind Speed
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C, 3m/s
1.14634
1.55234
2.12323
2.33888
Intensity of flash fire under various stability class and wind speed are shown in Figure
6.8.
Figure 6.8: Flash Fire Envelope
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IV.
Late Pool Fire Heat Radiation
In the event of ignition in pool of Styrene, thermal radiation of various intensities will
be experienced at different distances. Thermal radiation level distances are as given
below:
Thermal Radiation
Thermal Radiation Level Distances (m)
Level
1 m/s - F
2 m/s - F
3 m/s - D
3 m/s - B
37.5 kW/m2
4.58266
4.81984
5.10808
5.10993
12.5 kW/m2
12.1698
14.7053
16.2477
16.2484
4 kW/m2
23.7888
25.4862
26.1592
26.1607
Late pool fire thermal radiation radii are shown in Figure 6.9.
Figure 6.9: Intensity Radii for Pool Fire
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6.6.3.4
Rupture of 200 L Acrylonitrile drum
Outcomes of rupture of 200 L Acrylonitrile drum are discussed in following
subsections.
I.
UFL & LFL Concentration of Acrylonitrile Vapour
In t he e vent o f r elease o f Acrylonitrile due to c atastrophic r upture o f 2 00 L drum,
pool w ill be f ormed. Acrylonitrile vapours w ill b e generated f rom p ool a nd vapour
cloud of Acrylonitrile will move towards wind direction. Concentration of Acrylonitrile
vapours w ithin U FL, L FL a nd L FL F raction w ith r espect t o d istance w ill b e a s g iven
below:
Concentration
UFL and LFL Concentration Distance (m)
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C 3m/s
UFL
2.29924
1.61029
1.78356
1.65371
LFL
8.38954
8.16992
8.34835
8.39675
LFL Fraction (50% of LFL)
12.857
11.8935
11.152
10.5525
Maximum concentration footprints are given in Figure 6.10.
CONSULTANT :
ENVIRO
SERVICES PVT.Foot
LTD., Print
ahmedabad
Figure 6.10:RAMANS
Maximum
Concentration
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II.
Overpressure Effect: Early and Late Explosion
On r elease o f Acrylonitrile, v apours of Acrylonitrile will b e g enerated; however,
explosive mass will not be formed in any stability class and wind speed. Hence, no
overpressure hazard due to both early and late explosion is possible in the event of
Acrylonitrile release as a result of rupture in 200 L drum.
III.
Flash Fire Envelope
Vapours of Acrylonitrile will r esult in f lash f ire o n g etting s ource o f ig nition. Furthest
extent distance of flash fire is as given below:
Flash Fire Distance (m)
Furthest extent
Stability Class, Wind Speed
F, 1 m/s
E, 2 m/s
D, 3m/s
B/C, 3m/s
12.857
11.8935
11.152
10.5525
Intensity of flash fire under various stability class and wind speed are shown in Figure
6.11.
Figure 6.11: Flash Fire Envelope
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IV.
Late Pool Fire Heat Radiation
In the event of ignition in pool of Acrylonitrile, thermal radiation of various intensities
will b e experienced a t d ifferent d istances. Thermal radiation level distances are as
given below:
Thermal Radiation
Thermal Radiation Level Distances (m)
Level
1 m/s - F
2 m/s - F
3 m/s - D
3 m/s - B
37.5 kW/m2
4.68621
5.27598
5.59035
5.58992
12.5 kW/m2
12.2368
14.175
15.1903
15.189
4 kW/m2
22.0742
23.0315
23.6714
23.6695
Late pool fire thermal radiation radii are shown in Figure 6.12.
Figure 6.12: Intensity Radii for Pool Fire
6.6.3.5
Rupture of 200 L Ammonia Solution Container
Outcomes of r upture of 2 00 l A mmonia s olution ( 25 % ) c ontainer a re d iscussed i n
following subsections.
CONSULTANT :
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I
IDLH Concentration of Ammonia from Ammonia Solutions
In the event o f release o f A mmonia Solution due t o catastrophic rupture of 200 l
container, toxic vapour cloud of Ammonia will be formed and moved towards wind
direction. IDLH Concentration distance of Ammonia vapours will be as given below:
Concentration
IDLH Concentration Distance (m)
F, 1
F, 2 m/s
D,
B/C
m/s
3m/s
3m/s
4.5067
17.219
111.264
61.8901
IDLH (300 PPM)
Concentration
UFL
LFL
LFL F
raction
(50% of LFL)
UFL and LFL Concentration Distance (m)
F, 1 m/s
F, 2 m/s
D, 3m/s
B/C
3m/s
0
0
0
0
0.335496
0.335612
0.335541
0.335483
0.536074
0.536259
0.536146
0.536054
Maximum concentration footprints are given in Figure 6.13.
II
Flash Fire Envelope
Vapours of A mmonia w ill r esult in flash fire on g etting s ource of i gnition. F urthest
extent distance of flash fire is as given below:
Flash Fire Distance (m)
Furthest extent
F, 1
m/s
0.536074
Stability Class, Wind Speed
F, 2
D,
B/C,
m/s
3m/s
3m/s
0.536259
0.536146
0.536054
Intensity o f f lash f ire u nder various s tability c lass a nd w ind s peed a re s hown i n
Figure 6.14.
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Figure 6.13: Maximum Concentration Foot Print
Figure 6.14: Flash Fire Envelope
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6.7
RISK MITIGATION MEASURES
6.7.1 Introduction
For risk reduction, attempts should be made to either reduce inventories that could
get released in the event of loss of containment or failure likelihood’s or both as
feasible. Ri sk A ssessment i dentifies t he dominant risk c ontributors, w hich en ables
prioritization of facilities/section that deserve special attention in terms of inspection
and maintenance in particular and over all safety management as a whole.
6.7.2 Risk Mitigation Measures
Various risk mitigation measures for the proposed plant are as given below:
•
The S afety M anagement Sy stems ( SMS) f or the p lant w ill b e introduced
and followed.
•
Safety manual for storage and handing of hazardous chemicals will be
prepared.
•
All t he p ersonnel w ill be m ade aw are a bout t he h azardous substance
stored at the plant and risk associated with them.
•
Personnel engaged in handling of hazardous chemicals will be trained to
respond in an unlikely event of emergencies.
•
A w ritten p rocess s afety i nformation d ocument w ill be compiled f or
general use an d s ummary of i t s hould b e c irculated to concerned
personnel.
•
The d ocument c ompilation w ill include an as sessment o f t he h azards
presented in cluding ( i) t oxicity i nformation ( ii) p ermissible e xposure li mits.
(iii) p hysical d ata ( iv) thermal and chemical s tability d ata ( v) r eactivity
data (vi) corrosivity data (vii) safe procedures in process.
•
The p rocess d esign i nformation in t he process safety compilation w ill
include P&IDs/PFDs; brief process chemistry; maximum intended inventory;
acceptable upper a nd lower l imits of hazardous c hemicals, pr essures,
flows and compositions, etc..
•
Predictive a nd p reventive m aintenance s chedules w ill b e p repared f or
equipment, piping, etc. and thickness survey will be done periodically as
per standard practices.
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•
Safe w ork p ractices will be d eveloped t o p rovide f or t he control o f
hazards during operation and maintenance such as: i. tagout ii. confined
space entry ii. opening process equipment or piping iii. control over
entrance into a f acility b y m aintenance, c ontractor, l aboratory, o r o ther
support personnel.
•
In the material storage area, hazardous materials will be stored based on
their compatibility characteristics.
•
Near miss and accident reporting system will be followed and corrective
measures will be taken to avoid / minimize near miss incidents.
•
Safety m easures in t he form of D O and D on’t D o w ill b e d isplayed a t
strategic locations especially in local language and English.
•
Safety audits will be conducted regularly.
•
Electrical earthing pit will be checked regularly.
•
Fire fighting system will be tested periodically for proper functioning.
•
All hydrants, monitors and valves will be visually inspected every month.
•
Smoke and heat detectors will be provided in hazardous materials storage
area and these will be tested and calibrated as per schedule.
•
Adequate e arthing an d bonding wi ll b e p rovided t o t anks, vessels a nd
machineries and structures, electrical motors and other facilities.
•
Flameproof electrical fitting will be provided flammable gas and liquids
storage areas.
•
Only authorised p ersons wi ll be a llowed t o e nter inside t he f lammable
storage and other hazardous chemical storage area.
•
Adequate lighting in the work place will e provided with due flame proof
lighting (FLP) fitting wherever required.
•
‘NO SMOKING’ will be declared in the entire premises.
•
It will be ensured that all safety devices provided are in good condition.
•
Disaster Management Plan will be prepared and available with
concerned personnel department.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
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6.7.3 Handling of Hazards
•
Personal protective equipment will be used by the person during handling
of hazardous chemicals and these will be replaced after certain time.
•
If any spillage of hazardous chemicals, it will be cleaned and disposed as
per standard practiced and procedure described in MSDS.
•
Empty d rums/bags of
h azardous
chemicals
will b e
neutralized
immediately.
•
Personnel engaged in handling of hazardous chemicals will be m ade
aware of properties of hazardous chemicals.
6.7.4 General Working Conditions
(a) House Keeping
•
All t he pa ssages, f loors a nd st airways will be m aintained i n g ood
condition. The system will be available to deal with any spillage of dry or
liquid chemical at the premises.
•
Walkways will be clearly marked and free from obstructions.
•
Precaution and instructions will be displayed at strategic locations on local
language and in English language.
•
All pits and sumps will be properly covered or securely fenced.
(b) Ventilation
•
Adequate ventilation will be provided in the work floor environment and
storage of hazardous materials.
•
The work environment will be assessed and monitored regularly.
6.7.5 Safe Operating Procedures
•
Safe operating procedures will be formulated and updated, specific to
process & equipment and distributed to concerned personnel.
•
Safe o perating p rocedures will be available f or s torage an d h andling o f
hazardous chemicals.
•
The personnel will be informed of the consequences of failure to observe
the safe operating procedures.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
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6.7.6 Work Permit System
Work p ermit s ystem will be followed at the plant. Hazardous work permit will
be used for hot work, electrical works, confined space entry, etc.
6.7.7 Emergency Preparedness
•
On-site em ergency p lan will be prepared a nd r eadily av ailable for an
unlikely event of emergency.
•
Assembly po int, e valuation procedures, ro les a nd re sponsibilities will be
defined in the emergency management plan.
•
Emergency t elephone n umbers will be a vailable and display p roperly
strategic locations.
6.7.8 Material Handling
•
Material handling areas will be clearly defined.
•
The p ersonal will be made aw are ab out t he h azards as sociated w ith
manual material handling.
6.7.9 Communication System
•
Adequate c ommunication facilities will be a vailable an d s upported with
uninterrupted power supply.
•
Communication f acilities will be c hecked p eriodically f or its proper
functioning.
6.7.10 Accident Reporting, Investigation And Analysis
The system will be initiated for accident and near miss reporting, investigation
and analysis.
6.7.11 Safety Inspections
The s ystem will be initiated f or checklist based r outine s afety i nspection a nd
internal a udit o f hazardous m aterials s torage a rea an d process ar ea,
CONSULTANT :
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periodically. S afety inspection t eam will be f ormed from v arious d isciplines
and departments.
6.7.12 Risk Mitigation Measures for Spills
6.7.12.1 Minor spills from drums and Containers
Following measures will be taken in the event of minor spills at the plant:
♦ Notify such immediate area.
♦ Limit access, prevent contamination spread.
♦ Survey personnel before exiting.
♦ Cover spill with absorbent material (unless liquid is flammable or oxidizing).
♦ Wipe test or survey for residual contamination as appropriate.
♦ Wash affected areas, then resurvey.
♦ Remove contaminated clothing and footwear.
♦ Package and label clean up materials for disposal.
♦ Record spill details and contamination monitoring results.
♦ Adjust inventory and waste records as appropriate.
6.7.12.2 Major Spills
Following measures will be taken in the event of major spills at the plant:
♦ Persons not involved in the spill should leave the area immediately.
♦ Limit the movement of contaminated personnel until they are monitored.
♦ If a spill occurs in a laboratory, leave the fume hood running to minimize
release of volatile materials to adjacent rooms or hallways.
♦ Close off and secure the spill area to prevent entry.
♦ Post warning signs.
♦ Select the appropriate PPE, shielding and absorbent spill materials like
absorbent paper or spill pillows if the liquid is not a flammable or oxidizing
agent.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
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6.7.13 Safety Management System (SMS)
The f ailure probabilities l argely d epend u pon h ow e ffectively safety i s b eing
managed. This in turn necessitates formal documented Safety Management
System ( SMS), o ne t hat i s effective. T he features o f a safety management
system are described below:
Analysis of industrial accidents and disasters has shown clearly that these are
not simply a consequence of direct technical failure or operator tasks, which
were carried out incorrectly. The underlying causes may be deeply routed in
management aspects of the organisation. In some cases, the incidents could
have b een prevented w ith a f ormal Saf ety M anagement Sy stem (SMS). In
other s ituations, a s afety m anagement s ystem w as i n place, b ut d id n ot
prevent t he o ccurrence o f th e incident. Th is s uggests th e n eed for a w ider
application of “best practice” safety management system in industry.
Moreover it raises the question of the quality of such systems.
Safety, He alth and E nvironment ( SHE) s hould b e a f unction r eporting at t he
highest m anagement l evel. T here is no thing u nusual about t his suggestion
since such is the practice followed by renowned multi-nationals.
SHE m anagement c omprises o f a n umber o f el ements. For t he s ake o f
completeness, as an example, the contents of the SHE programme covered
in the current practice are given below:
SMS Elements
i.
Management leadership, commitment and accountability
ii.
Risk Analysis, Assessment and Management
iii.
Plant design and construction
iv.
Process and facilities information and documentation
v.
Personnel safety
vi.
Health
vii. Personnel
viii. Training
ix.
Operation and Maintenance procedures
x.
Work permits
xi.
Inspection and Maintenance
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xii. Reliability and Control of defeat of critical systems & devices
xiii. Pollution prevention
xiv. Regulatory compliance
xv. Product stewardship
xvi. Management of change
xvii. Third party services
xviii. Incident reporting, analysis and follow-up
xix. Emergency preparedness
xx. Community awareness
xxi. Operations integrity assessment and improvement
6.7.14 Occupational Health Surveillance Programme
The proposed plant shall adopt medical surveillance program for employees,
who ar e o r m ay b e ex posed t o h azardous m aterials. T he p roposed
Occupational Health Surveillance Programme are described below:
•
Identification of occupational health hazards.
•
24 hrs Health Officer availability
•
External Training of Health Officer to handle any emergency.
•
First aid kits to all employee’s vehicles.
•
Regular visit of qualified Doctor.
•
Provision of
blood a nd
lung t ests
for e mployees w orking
in
process/hazardous materials areas.
•
Work floor monitoring
In ad dition o f above, f ollowing s teps w ill a lso be t aken for elaboration o f
occupational health of workers:
•
Regular monitoring and evaluation of noise levels, illumination, dust, etc.,
•
Use of Appropriate Personal Protective Equipments depending upon
•
Safety practices f or h andling o f h azards and s pill control w ill b e s trictly
followed to avoid entering the hazards into body of workers either through
inhalation ingestion or through skin absorption.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
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To avoid musculo skeletal disorders (MSD), backache, pain in minor or major
joints, fatigue, etc in the employees working at the proposed plant, following
steps shall be taken:
•
Scheduling w orking hours in p rocess and h azardous a rea with t he
employee;
•
Scheduling o f w orkers d eployment i n p rocess a rea b y r otation so t hat
exposure to hazards can be minimized.
•
Regular monitoring of work floor environment
•
Providing training to employees to handle hazards safely.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
CHAPTER 7
7.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
CHAPTER – 7
PROJECT BENEFITS
The s cope a nd n ature of the p otential b enefits varies b etween the
construction phase and the operational p hase o f t he p roject. P otential
project b enefits s uch a s im provement i n the p hysical inf rastructure, s ocial
infrastructure, employment a nd o ther tangible b enefits related to t hese t wo
phases of the project are discussed below.
7.1 IMPROVEMENT IN THE PHYSICAL INFRASTRUCTURE
The project site is located in the vicinity o f Integrated textile p ark w hich is
under developing phase alongwith the necessary inf rastructure w hich may
be a dvantegous to the l ocal c ommunity a s w ell a s ind ustries b eing
developed. Moreover, AUDA has announced draft T.P. scheme, under which
roads are passing near the boundary of the site. The site is easily approached
through NH – 8, which is @ 1 Km distance. Hence, considering availability of
existing physical inf rastructure there is n o need for a ny im provement in the
physical infrastructure by the unit.
7.2 IMPROVEMENT IN THE SOCIAL INFRASTRUCTURE
The b asic requirement o f the c ommunity need s w ill b e strengthened by
organizing hea lthcare c amp, ed ucational f acilities, skill t raining to th e
community, sports activities a nd o ther similar i n the a rea. NPL I ndustries Pvt.
Ltd. is a group company of Chiripal Group, which is undertaking various CSR
activities as a g roup. Through the s ocial commitment, the g roup intend t o
promote ini tiatives, for the ed ucational and hea lth awareness a mongst the
weaker s ections o f the s ociety. E very year o n “Director Day”, the g roup
organize voluntary Blood Donation drive with the support of recognized Blood
Centre, at corporate office and all over the Group units. Keeping in view the
Group’s CSR activities, Industry will also initiate such kind of activities either by
providing o r b y contributing to l ocal N GOs in the a rea, w hich w ill he lp in
uplifting the living standards of local communities.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
7.2
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Due t o t he increase in u tilizing the l ocal ha bitants there s hall b e s ignificant
changes in the socioeconomic scenario of the area.
7.3 EMPLOYMENT POTENTIAL
Project w ill c reate direct & ind irect e mployment opportunities w ithin the
surrounding r egion. Unit will u se g ood f aith e fforts to employ l ocal people
from the nearby villages depending upon the availability of skilled & un-skilled
man-power surrounding the project site.
In o peration p hase, the p roposed p roject w ill require workforce o f no ntechnical a nd t echnical p ersons. M igration o f hig hly ed ucation a nd s killed
experience will result in increase of literacy in the surrounding villages.
7.4 OTHER TANGIBLE BENEFITS
Assessment o f the potential s ocioeconomic b enefits d uring c onstruction
focused primarily on work force requirements, acquisition of supplies, and the
temporary increased demand for services related to the construction project
like f ood, ho using, c ommunications, l aw enf orcement, m edical c are, local
transportation e tc. Due to these, a dditional r evenue t o l ocal s uppliers f or
required p roducts a nd s ervices r elated to the c onstruction and o peration
phases of the project will generate.
Thus, c onstruction a ctivities w ill provide nu merous new , although temporary,
work o pportunities f or b oth s killed a nd u nskilled labor, a s w ell a s c ontribute
significantly to the local economy.
Additional g overnment r evenue exp ected f rom royalty, taxes, d uties an d
other fees.
An added benefit t o the p roposed project w ill r esult in c onsiderable growth
of s timulating the in dustrial and commercial activities in the state. Small and
medium scale industries may be further developed as a consequence.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
CHAPTER 8
8.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
CHAPTER – 8
ENVIRONMENT MANAGEMENT PLAN
8.1 INTRODUCTION
An Environmental Management Plan (EMP) is a project and site specific plan
developed to ensure that the project is being implemented / operated in an
environmentally sustainable m anner w here all stakeholders inc luding t he
project proponents, contractors, sub-contractors, consultants understand the
potential env ironmental i mpacts a rising f rom t he p roject a nd
take
appropriate actions to properly manage the same. Adequate environmental
management measures need to be incorporated during the planning phase
to minimize any adverse impact and assure sustainable development of the
area. This p lan h elps in f
protection m easures
ormulations, im plementation o f env ironment
suggested
and d evelopment
and m onitoring
programme for environmental parameters during the operation phase of the
project.
8.2 ADMINISTRATIVE ASPECTS FOR EMP
8.2.1 Operational Philosophy :
All the a ctivities to b e undertaken a t the p lant shall be in c omplete
compliance with all applicable laws, regulation, standards and guidelines. In
order t o achieve t his, the u nit will establish a r esource b ase f or the
management o f h ealth, s afety, en vironmental a nd s ocial is sues d uring
operation p hase o f the p roject. T echnically q ualified a nd ex perienced s taff
will be in-charge of this activity. The HSE objectives for the unit will consist of
no a ccidents in p lant, no h arm t o p eople o f s urrounding a rea a nd no
damage t o the env ironment. Unit will also b e r esponsible t o t he c ommunity
regarding environmental p rotection a nd will promote all practicable control
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
8.2
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
measures to ensure implementation of project operation phase in an efficient
and environmentally responsible manner.
Success o f w ell f ormulated E nvironment M anagement Plan l ies in
the
following which shall be fulfilled simultaneously:
1) Management support
2) Efficiency of Environment Management Cell
3) Acceptability of resulting environmental quality
8.2.2 Environment Management Cell :
To facilitate the E nvironment M anagement S ystem, one o f the m ost
important aspect is the organization and personnel.
The u nit will form a n E nvironment M anagement C ell f or a chievement o f the
following :

Collect information from regular monitoring and create a database.

Analyze the data and decide the critical areas for immediate attention
and corrective actions.

Work out action plan for implementation of the recommendations made
under Environment Management Plan.

Prepare b udget f or env ironment m anagement p rogram and pr oper
allocation of the funds for the same.
Qualified a nd ex perienced p erson in
the f ield o f E nvironment ei ther
environmental eng ineer o r env ironmental s cientist will be a ppointed f or
overall r esponsibility f or the m anagement o f a ll t he is sues r elated to
Environment, H ealth a nd S afety w ithin the p lant. I n c onsultation w ith incharge o f the p lant, he
will directly report t o t he Senior M anagement
(Director / E xecutive D irector) of t he c ompany for issues related t o t he
Environment Management System of the unit.
Organogram of the Environment Management Cell shall be as shown below :
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
8.3
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
(Director / Executive Director) Senior Managment
Unit Head
Manager
(Environment & Safety)
EMS operation
Team
EMS Monitoring
Team
Environment,
Health & Safety
Statutory
compliance Team
EMS operation T eam will b e r esponsible f or o verall ef fective a nd r egular
operation o f E nvironment M anagement S ystem a t the plant l evel. E MS
monitoring team will b e r esponsible f or ef fective im plementation o f the
suggested env ironmental monitoring p rogram a t the p lant l evel. It s hall
measure various parameters suggested in environmental monitoring program
as p er s uggested s chedule eit her d epartmentally o r t hrough a ppointing an
external agency, to control the pollution levels below the prescribed limits. I t
shall also rectify the problem areas in t he EMS, if any and provide necessary
assistance in the f orm o f r eplacement of a ny eq uipment or b y im proving
performance of t he s ame. E MS m onitoring team s hall ha ve to w ork in c lose
consultation w ith E MS o peration team a s w ell a s E HS s tatutory c ompliance
team. E HS s tatutory c ompliance t eam will have to w ork towards al l t he
required statutory compliance associated with the plant operations.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
8.4
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
8.3 ENVIRONMENTAL MANAGEMENT PRACTICES
Above d escribed e nvironment m anagement c ell will i mplement a nd c oordinate the suggested environmental management practices for mitigation
of v arious im pacts a ssociated w ith the p roject activity o n d ifferent
environmental components as described below :
8.3.1 WATER ENVIRONMENT :

Optimum use of water will be done for construction activities required for
proposed expansion.

Any w astages/leakages w ill b e a voided a t a ll p ossible l ocations /
opportunities.

Proper h andling o f spillages if a ny w ill be ens ured b y in troducing s pill
control procedures for various chemicals.

Water usage will be carefully monitored and re-use shall be maximized to
the extent possible.

Proper f acilities f or s torage of raw m aterials ( i.e. w ith r oof a nd p ucca
floor) w ill b e p rovided to p revent s torm w ater c ontamination d uring the
storage of various raw materials.

Monitored d ata w ill be a nalyzed a nd r eviewed a t r egular in tervals a nd
compared with the o perating s tandards s o a s to take nec essary
corrective actions.

Enough c are shall b e taken to p revent a ny l eakages / a ccidental
spillages f rom E TP u nits in o rder to a void a ny g round w ater r esource
contamination.

The r egular env ironment m onitoring shall b e done through es tablished
laboratory.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
8.5
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
8.3.2 AIR ENVIRONMENT :
 Handling of soils and construction materials will be carefully managed
to minimize the risk of wind-blown material and dust.
 For su ppression o f d ust d uring r equired co nstruction a ctivities, water
will be sprinkled at regular interval.
 For proposed project, all transferring and feeding areas will be well covered
to avoid any fugitive emissions.
 For the p rocess a rea o f the p lant, pr oper ventilation will be pr ovided
on t he s hop f loor f or pr oper a ir c irculation t o m aintain the work a rea
air quality.
 Proper preventive maintenance of fuel firing system will be ensured.
 Air - fuel ratio will be optimized.
 Efficient working of proposed APC system will be ensured.
 It w ill b e ens ured that the v ehicles to b e d eployed a t the site s hould ha ve
PUC certification.
8.3.3 LAND / SOIL QUALITY :

The segregation and storage of all hazardous solid waste generated will be
done for the proposed project.

Regular r ecord k eeping o f v olumes / weights o f w astes generated a nd
disposed will be maintained for the proposed project.

Proper s torage, handling and d isposal of al l type of h azardous solid wastes
as per the guidelines prescribed will be ensured.

There w ill b e no d isposal o f u ntreated water o n l and f or the p roposed
manufacturing activity.

Any spillage of hazardous chemicals on land area of plant premises should
be avoided.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
8.6
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
8.3.4 NOISE ENVIRONMENT :

High no ise g enerating m achines a nd processes r equired for p roposed
project will be enclosed and insulated.

Insulation o f v entilation p ipes a nd u se o f d ampers will b e m ade a t all
possible places.

Implementation of management c ontrol o n s ite f or l imiting transportation
timing by adopting mechanical and technological ideas.

Preventive m aintenance s chedule will be f ollowed f or a ll i nstruments a nd
machineries to maintain good working condition.

Enclosures a nd b arriers w ill b e p rovided t o p umps a nd machineries
producing high noise levels, required for proposed project.

There w ill b e p eriodical no ise level measurements f or v erifying c ompliance
with relevant laws.

Workers exp osed to high noise generating operations w ill b e provided w ith
suitable ear protection devices.

Green belt development will act as a medium for noise absorbance.
8.3.5 OCCUPATIONAL HEALTH & SAFETY :

All r easonably p ractical measures will b e a dopted b y the u nit to m inimize
the risk of accidents within a chemical manufacturing unit.

All b uilding p lans a nd ins tallations w ill b e a s p er r elevant l aws a nd w ill b e
approved by competent authority.

Trained w orkers w ill be em ployed f or all the ha zardous p rocess o perations
within the plant and will be supervised by experienced supervisors.

Safety features such as fire extinguishers at strategic locations and suitable
personal protective equipments will be provided.

Flame-proof electrical fittings, flame arrestors etc., will be installed.

All t he r aw m aterials & s olvents w ill b e s tored in d esignated s torage a rea
equipped with necessary safety features.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
8.7
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
 Periodic inspection & testing of pressure vessels, equipments, machineries will
be done.
 Good house-keeping will be ensured within the factory premises.
 Training w ill b e p rovided t o the d esignated s taff & w orkers for fire f ighting,
work permit system, first aid & safe handling of hazardous chemicals.
 Incident / accident reporting system will be developed and all the employees
will be made aware for the same.
 Suitable notices / boards will be displayed at designated locations indicating
appropriate hazard warnings.
 Antidotes as well as MSDS for all the chemicals will be made available within
the factory premises.
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
CHAPTER 9
9.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
CHAPTER- 9
EXECUTIVE SUMMARY
INTRODUCTION :
1. For growing m arket d emand o f the textile b inders a nd auxiliaries
Chiripal G roup ha s in tended to es tablish t he m anufacturing u nit
named M/s NPL Industries Private Limited.
2. NPL Industries Pvt. L td. in tends to serve t he customers t hrough
production of textile b inders, textile a uxiliaries, a dhesive e tc. through
innovative technology. NP L is l ooking f or s ervice d riven b usiness, to
work c losely with c ustomers t o m eet their s pecific need s a nd henc e,
delivering satisfying and efficient solutions
3. The u nit in tends to eng age i tself in m anufacturing o f s ynthetic
adhesives a nd a crylic b ased e mulsions f or the p aint a nd textile
industries in commitment to world class standards.
4. The p roposed es tablishment f alls u nder the Item 5 (f) o f S chedule I o f
Environmental Impact Assessment Notification dated 14/09/2006 under
the provisions of Environmental Protection Act, 1986. The location of the
proposed project is not within the any notified industrial estate; hence it
will be treated as Category A project.
PROJECT DESCRIPTION
5. The proposed project is coming up in the vicinity of Textile Park located
near village Bidaj, District Kheda, Gujarat State. National Highway – 8 is
@ 500 m distance from the project site.
6. The cost for the proposed manufacturing plant will be @ Rs. 1737 lacs,
which in cludes cost o f l and, b uilding and m achineries. O ut o f this,
approximately R s. 5 0- 55 Lacs w ill b e t oward i mplementation o f E nv.
Pollution control measures.
9.2
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
7. Land a rea a cquired by M /s. N PL I ndustries P vt. L td. f or the proposed
project i s @ 950 0 s q.m., o ut o f w hich @1250 s q.m. w ill b e fo r p lant
facilities, w hereas @ 2 500 s q.m. w ill b e developed in f orm of g reen
area.
8. The u nit in tends t o eng age i tself in p roduction a ctivities o f T extile
binders, T extile p olysols, Ad hesives, P aint b inder, Leather b inder,
Auxiliaries & Plasticizers @ 5000 MT/M.
9. The power requirement @ 200 KW will be satisfied Captive power plant
of Vraj Integrated Textile Park Ltd. There will be installation of D.G. set of
100KVA, w hich will be o perated in c ase o f em ergency d uring p ower
failure.
10. The w ater r equirement @ 1 63 K LD f or the p roposed p roject will b e f or
process, u tility (Boiler & C ooling), w ashing a nd d omestic p urpose,
which will be satisfied through an integrated textile park - VITPL which is
being developed just adjacent to the site.
11. As the major quantity of process water goes as part of product, hence,
the q uantity of p rocess w astewater g enerated is l ess in c ompare to
process w ater c onsumption. T he m ain s ource w astewater generation
from utilities such as RO plant, DM plant, Boiler and Cooling is RO reject,
DM regeneration, Boiler blow down and Cooling bleed off.
12. Wastewater from p rocess a nd u tilities w ill b e r esorted to p rimary
treatment followed by tertiary treatment of two stage Reverse osmosis
plant. R eject f rom t he s econd s tage o f R O p lant w ill b e thermally
destructed through Jacketed evaporator of @ 300 L/hour.
13. The sources of gaseous emission identified are from the Boiler as well as
fugitive emissions from handling of raw materials. No process emissions
have been envisaged from the proposed manufacturing facility.
14. Gaseous em ission f rom s olid f uel b ased 3 T PH boiler will be c ontrolled
by Multicyclone with stack height of 30 m.
9.3
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
15. The s ources o f ha zardous w aste generation are p rocess w aste, ETP
sludge, used o il, discarded c ontainers which will b e ha ndled a s p er
HWM Rules, 2008 and its amendment.
16. The u nit is c ommitted towards the H ealth a nd S afety of w orkers. The
unit ha s provided a dequate nu mber o f first a id b oxes a t s trategic
locations a nd g iven training to d esignated p erson f or the e mergency
purpose. The u nit h as a lso a ppointed part-time m edical o fficer for
medical assistance and for ensuring the better health of workers.
17. All t he w orkers a re p rovided w ith r equired p ersonal p rotective
equipments as and when required as per the nature of job.
BASELINE ENVIRONMENTAL SETTING
18. Study p eriod f or the b aseline data g eneration work Winter s eason
(December 2011 to February 2012) and study area was considered as 6
Km radius considering site as center.
19. For Winter season (December 2011 to February 2012), primary data on
wind speed, wind directions, temperature and humidity were obtained
from the project site by installing Weather Monitoring Station.
20. The m aximum t emperature r ecorded during study p eriod w as in the
month o f December 2011, i.e.
34o C, whereas the m inimum
temperature recorded was in the month of January 2012, i.e. 4o C. The
relative humidity has varied from 15% to 90% during study period.
21. Total 6 ambient air quality s tations were selected in the radius of 6 km
from the project site as centre considering the various factors.
22. At a ll t hese s ampling l ocations P M 10 , P M 2.5 , S O 2 , N O x were m onitored
to en able t he c omparison w ith a mbient a ir q uality s tandards
prescribed by the Central Pollution Control Board (CPCB).
9.4
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
MINIMUM VALUE
MAXIMUM VALUE
(µg/m3)
(µg/m3)
PM 10
39.72
83.02
PM 2.5
28.00
50.50
Sulfur dioxide
9.42
21.64
Oxides of Nitrogen
14.16
35.40
PARAMETERS
23. As per additional TOR conveyed by EAC, Volatile organic compounds
were monitored at all AAQM sampling locations and the minimum and
maximum result has been presented at below table.
PARAMETERS
MINIMUM VALUE
MAXIMUM VALUE
(mg/m3)
(mg/m3)
< 0.002
1.25
VOCs
24. For c haracterization o f w ater s ources, G round w ater s amples (f rom 4
locations) an d s urface w ater s amples ( from 2 locations) w ere
collected a nd a nalyzed f or d rinking w ater quality p arameters i .e.
physico-chemical p arameters a nd hea vy m etals. All p arameters were
found w ithin p ermissible limit of IS 1 0500: 2 000 (drinking w ater
standards). No heavy metals were found in any of the samples.
25. The no ise l evels were m easured o nce during the s tudy p eriod a t all
study locations f or d ay time a nd nig ht time. No ise levels were v aried
between 56.17 to 71.66 during daytime and 41.09 to 64.33 at night time
during the study period.
26. Total 6
sampling locations w ithin s tudy a rea were identified f or
characterization of s oil. P hysical c haracteristics o f s oil h ave b een
delineated through s pecific p arameters, v iz. p article s ize distribution
(grain size analysis), porosity, water holding capacity and permeability
whereas d ata f or c hemical c haracterization o f s oil, s elected
parameters viz. pH, electrical conductivity, cation exchange capacity,
and alkali matter and sodium absorption ratio have been analyzed.
9.5
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
27. Land use pattern of the study area have been obtained through LISS IV
satellite imaginary. Out of total 31428 Ha land, majority of the land area
i.e. @ 39% Crop land, f ollowed b y @ 12.93 % Water b odies inc luding
river. Ap proximately 17 % l and is covered with o pen a s w ell a s d ense
scrub where as @ 8.8% land is covered with plantation.
28. A detailed on-site survey on flora and fauna existing in s tudy area was
carried out. The study
area does no
t ha
ve a
endangered species and also does not have any
ny id
entified
designated
forest, national park, sanctuaries.
29. The g eneral o bservation o f the s ite v isit i s that n one o f the plant a nd
animal s pecies r ecorded is r are o r end angered. T he s pecies o f f lora
and f auna f ound in the s tudy a rea a re c ommon a s a nywhere a nd
everywhere.
30. Total p opulation of s tudy area is 9 6,683 w ith s ex r atio o f 9 11 a nd
average literacy rate of 61%.
31. At present, the s tudy area has an average em ployment of 42.5%. Out
of w hich 35.5% are main workers and 7% are m arginal w orkers. Out o f
main a nd m arginal workers, 5 0% w orkers d epend o n a griculture a nd
cultivation.
32. All villages have electric supply available for all purpose. All the villages
are having education facilities upto Primary education.
33. Medical f acilities a re f ound s atisfactory. A ll v illages ha ve c ommunity
health workers. Some of the villages have Hospital facility also.
34. Tap and well, Tube well and Hand pump are prime sources of water in
all v illages. F or c ommunication p urpose, p ost o ffice a nd p hones a re
available in most of the villages.
35. Villages a re c onnected w ith paved r oads. B us is the m ain s ource o f
transportation f or a ll v illages. K anij, S arsa a nd G eratpur v illages ha ve
availability of railway facility.
9.6
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
IMPACT ASSESSMENT
36. Impacts a re id entified d ue t o p roposed p roject in two p hases:
Construction & Operation.
37. Impacts f or c onstruction p hase w ill b e s hort term t emporary i n na ture
either positive or negative.
38. The neg ative im pact w ill b e o n a ir q uality a nd no ise l evel due t o
identified a ctivities o f p roposed project d uring construction as w ell a s
operation phases.
39. Green b elt d evelopment w ill b e the activity revealing b eneficial
impacts on surrounding environment.
40. Employment g eneration w ill contribute p ositively to the l ocal people
due to proposed project.
41. As the amount of ground water to be withdrawn for proposed project
is ins ignificant to the a mount w ithdrawn b y VITPL f or i ts textile p ark,
there is no adverse impact anticipated on ground water quantity.
42. The anticipated quantity of effluent generated from the industrial plant
is @ 57.5 K LD, w hich w ill b e treated in Treatment plant h aving p rimary
and tertiary t reatment t o achieve t he quality of t reated effluent so a s
to r ecycle / reuse in t he p lant. As the treated ef fluent w ill b e r eused /
recycled in t he p lant, no d irect im pact o n a ny env ironmental s ink i s
anticipated.
43. Stream c ontaining high T DS (reject of s econd s tage R .O.) w ill b e
thermally destructed in evaporator.
44. The a ir q uality w ill b e a ffected m oderately d uring c onstruction p hase
of p roposed p roject.
The u nit h as p roposed to ins tall lignite / a gro
briquettes based boiler of 3 TPH capacity, Hence, for the control of flue
gas emissions, m ulti – cyclone will b e p rovided. No p rocess emissions
have been envisaged from the proposed production facility.
45. There w ill b e minor s ignificant a dverse i mpact on a ir q uality during
operation phase of the project due to material handling, operation of
9.7
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
utilities. Development of Green belt of different species will absorb and
confine the pollutants within the premises.
46. The d ispersion m odeling was done a s per the g eneral g uidelines o f
CPCB vide their publication “Assessment of Impact to Air Environment:
Guidelines for conducting Air Quality Modeling”, 1998 and using ISCST-3
model o f U SEPA. F rom t he d ispersion model, it is observed t hat t he
predicted ambient air quality due to proposed plant operations is well
within limits specified by the CPCB.
47. Incremental increase within the study area due to proposed project will
be as follow :
a. Particulate matter : 0 – 1.97 µg/m3
b. SO2 : 0 – 1.77 µg/m3
c. NOx : 0 – 0.66 µg/m3
Thus i t c an be c oncluded t hat p roposed p lant operations w ill no t
adversely i mpact the a ir q uality. Further, i t is em phasized t hat a ll t he
emissions have to b e s trictly c ontrolled as m entioned in the m itigation
measures and summarized in the Environmental Management Plan, to
maintain ambient air quality within norms in the future.
48. The proposed project land has been taken on lease from the VITPL, for
industrial p urpose, henc e, there w ill no t be a ny c onflict in c hange o f
landuse pattern. So, there is no impact envisaged on existing land use
pattern of the project site.
49. Placement a nd f ixation of hea vy m achineries a nd v essels w ill ha ve
moderate impact on noise for particular time period only. There will be
continuous g eneration o f no ise d uring plant o perations, o peration o f
boiler having minor significant impact on the environment.
50. As the p roposed p roject is to b e d eveloped nea r the premises of
industrial p ark, no s ignificant im pact a ssociated w ith d isplacement o f
prevailing floral & faunal species is envisaged on surrounding biological
environment due to proposed project activity.
9.8
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
51. The p roposed p roject is a nticipated to have p ositive s ocio-economic
impact as i t w ill g enerate em ployment during c onstruction as w ell a s
operation p hase. T he g eneration o f employment w ill improve the
Quality of L ife (QoL) o f p eople o f the r egion d ue to im provement in
income.
RISK ASSESSMENT STUDY
52. Risk assessment study has been carried out for the storage of identified
hazardous and toxic chemicals which will be used for manufacturing of
proposed p roducts. T he c haracteristic o f the p otential ha zardous
material t o b e s tored a re id entified f or deciding p reventive m easures
required during storage, handling and transportation.
53. The c hemicals t o b e ha zardous o r toxic in na ture to b e u tilized a re
identified and are acrylamide , ammonia, formaldyhyde , vinyl acetate
monomer , a crylonitrile , m ethanol, E pichlorohydrine, Ac etic Ac id,
styrene , formic acid.
54. Effect a nd c onsequence f or the ha zardous c hemicals a re carried o ut
specifically f or t hermal r adiation, o verpressure ef fect in
case o f
explosion and for toxic release scenario for IDLH concentration.
55. Most of the c hemicals s tored in
container o r d rum a nd the
consequence a nalysis is carried o ut f or r upture o f 2 00 l iter d rum o f
methanol , 1250 liter container of vinyl acetate monomer, 200 liter drum
of styrene and rupture of 200 liter drum of acrylonitrile and the pool fire
and thermal radiation distance are calculated based on the available
software o f P HAST(Version 6 .53.1) S oftware o f D NV. T he v arious
concentration foot prints are plotted and shown in detail in report.
56. For the worst case scenarios and Maximum credible accident scenario,
rupture o f the d rum/ c ontainer is c onsidered a nd t he d istance f or
thermal r adiation c oncerning f irst d egree b urn, s econd d egree b urn
and t hird d egree b urn a re ev aluated. This w ill he lp in d eciding t he
9.9
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
appropriate control measures to be provided for minimizing the effect
in case of emergency.
57. The maximum damage distance for various chemicals is summarized as
follow.
Sr
Name of chemicals
Atmospheri
Maximum distance in m
no
and condition
c condition
37.5
12.5
4
kw/m2
kw/m2
kw/m2
Not
6.32
11.77
1
Rupture o f 200 l iter
3 m/s – D
drum of Methanol
reache
d
2
Rupture of 1250 liter
3 m/s – D
12.41
32.34
51.24
l
3 m/s – B
5.10
16.24
26.16
Rupture o f 200 l iter
3 m/s – D
5.59
15.19
23.67
vinyl a
cetate
container
3
Rupture o f 20 0
styrene drum
4
acrylonitirle drum
58. However in event of release as a result of rupture in drum /container of
above chemical, explosive mass will not be formed in any stability class
and wind speed. Hence, no overpressure hazard due to both early and
late explosion is possible in any case.
59. Statutory g uidelines ha ve b een f ollowed f or p reparation o f r isk
mitigation measures on basis of risk analyzed. Fire fighting system as per
guideline will be installed and maintained.
60. The m anual ha ndling o f c hemical will be a voided a s f ar a s p ossible
and r equired s afety m easures w ill b e p rovided f or ha ndling a nd
transportation of this chemical. Risk mitigation measures are specifically
provided for major and minor spills from drum and containers.
9.10
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
61. Occupational hea lth s urveillance p rogram will b e planned a nd
implemented during operational stage.
62. DMP will b e prepared f or the p roposed m anufacturing p lant a nd
implemented.
ENVIRONMENTAL MANAGEMENT PLAN
63. Optimum use of water will be done for construction phase as well as for
labours w ith a dequate w ater s upply t o labours f or d rinking water and
sanitation facilities.
64. Dust will be the main pollutant affecting the ambient air quality during
construction p hase alongwith g aseous emissions d uring transportation
of r equired m aterials. F or s uppression o f d ust d uring c onstruction
activities, water will be sprinkled.
65. The p erformance of E TP will b e monitored continuously. A ny d eviation
in performance will be subjected to corrective measures through rootcause analysis.
66. The regular environment m onitoring shall be done through established
laboratory.
67. For p roposed p roject, a ll t ransferring a nd f eeding a reas will be w ell
covered to avoid any fugitive emissions. For the process area of the
plant, pr oper ventilation w ill be pr ovided o n the s hop floor f or
proper air circulation to maintain the work area air quality.
68. The s egregation an d s torage o f al l h azardous s olid w aste generated
will be done for the proposed project.
69. Proper s torage, h andling a nd disposal of a ll t ype of h azardous s olid
wastes as per the guidelines prescribed will be ensured.
70. Regular maintenance o f eq uipments / m achineries will b e done b y
application of proper lubricating agent. Enclosures and barriers will be
provided to p umps and m achineries p roducing hig h no ise l evels f or
proposed project.
9.11
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
71. There w ill b e practice o f pre m edical checkup and regular m edical
checkup of em ployees a nd p eriodical training w ill b e imparted for
better occupational health of workers.
72. Trained w orkers will b e e mployed f or a ll t he ha zardous p rocess
operations w ithin the p lant a nd w ill b e s upervised b y exp erienced
supervisors.
73. Antidotes as well as MSDS for all the chemicals will be made available
within the factory premises.
CHAPTER 10
10.1
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
CHAPTER- 10
DISCLOSURE OF CONSULTANT ENGAGED
(A) Name
: Ramans Enviro Services Pvt. Ltd.
(B) Address
: 23 & 24 , SF ,Camps Corner ,
Nr. Auda Garden , Prahaladnagar,
Ahmedabad - 380 015
Gujarat
INDIA.
Telephone
: 91 – 79 –26937472
Fax
: 91 – 79 –40064440
E mail address
:
ramans_consultancy@rediffmail.com
ramans.consultancy@gmail.com
(C)
Company’s Capabilities
:
The company deals with the issues related to environmental pollution control
and
also
provides
better
options/solutions
for
effective
control
of
environmental pollution i.e. air, water and solid waste disposal. The company
has sufficing infrastructure of its technical staff and has its own laboratory for
analysis of water, wastewater, and solid waste and gaseous emission.
(D) List of Laboratory Equipments :
Sr. No. Name of Instrument
Sr. No. Name of Instrument
1
Monopan Balance
13
Heating mantle
2
Magnetic Stirrer
14
Hot Plate
3
COD
Apparatus
Spectra
Lab
of
M/s 15
Distillation apparatus.
Mumbai
capable to carry out COD of
15 samples at a time using
air condenser columns
4
Refrigerator
16
Muffle Furnace
5
Oven
17
Imhoff Cone
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
10.2
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
6
pH meter
18
Stack Sampling kit for PM &
gaseous emission (2 Nos.O
7
Conductivity meter
19
High volume air samplers /
Respirable dust samplers (3
nos)
8
TDS meter
20
Automatic
Sampler
for
Analysis of CO, O 2 & CO 2 in
combustion process.
9
Spectrophotometer
21
Two handy Air Samplers
10
BOD incubator
22
Weather monitoring station
11
Jar
apparatus
for
the 23
Integrated noise level meter
treatability studies
12
Kjehdal Assembly
24
Fine particle sample PM 2.5
(Envirotech APM 550)
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
10.3
EIA STUDY REPORT : MANUFACTURING PLANT OF TEXTILE BINDERS AND AUXILARIES BY
NPL INDUSTRIES PVT. LTD. AT VILLAGE : BIDAJ, Dist. : kheda, gujarat
(E)
Details of Technical Persons :
Sr.
Name
No.
1
Mr. Samir
Choksi
2
3
4
5
6
7
8
9
Ms.
Shah
Qualifications
C.
B.E. (Civil),
M.E.
(Env. Eng.)
Prakruti
M.E.
(Env. Mgmt.),
Diploma in Env.
Management &
ISO 14000/1,
Diploma in
Industrial Safety
Ms.
Bhavisha
B.E.
Shah
(Env. Engg.)
Ms. Krupa OZa
B.E.
(Env. Engg.)
Prof. A. B. Vora
Ph.d. (Botany)
Mr. Ajay Mishra
B.Com, Masters
in Sociology
Mr. Sanket Patel
M.Sc. (Env.
Science),
Masters in
Information
System
Mr. Jaivik Shah
B.E. (Chemical)
PDIS
Ms. Hiral Mehta
M.Sc. (Env.
Science)
Associate Team Members
10
Ms. Hetal Patel
M.Sc. (Env.
Science)
Empanelled Experts
1
Mr. Vinay kumar
2
Mr. B. S. Lole
Responsibilities in
Total Experience
EIA report
EIA co-ordinator,
20 years with GPCB
FAE – AP
(1978 – 1998)
Since 1998, working
as
Technical
Director
of
the
company
FAE – WP
8.5 years
FAESHW(associate)
FAE – SHW
12 years
FAE – AQ
FAE-AP(associate)
FAE – EB
FAE – SE
6.5 years
Land use Pattern,
Baseline data
generation work
5 years
FAE-RH
7 years
Associate FAE- EB
Baseline data
generation work
2 years
Baseline data
generation work
4 years
56 years
15 years
FAE – NV, LU (applied)
FAE – SC (applied)
CONSULTANT :
RAMANS ENVIRO SERVICES PVT. LTD., ahmedabad
Annexure A
ANNEXURE A
ANNEXURE A
ANNEXURE A
ANNEXURE A
ANNEXURE A
ANNEXURE A
ANNEXURE A
Annexure B
ANNEXURE B
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