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PRE-FEASIBILITY REPORT
M/s SAECO STRIPS PVT. LTD. 1 CPTL-EIA
PRE-FEASIBILITY REPORT
FOR
EXPANSION OF STEEL MANUFACTURING UNIT BY REPLACING EXISTING INDUCTION FURNACE
CAPACITY
Steel Billets/Ingots- 25,200TPA to 1, 72,800TPA
Rounds, TMT Bars, wire rode, Flats- 1, 50,000TPA
By
M/S SHARU SPECIAL ALLOYS (P) LIMITED VILLAGE- GOBINDGARH, ADJOINING PHASE-VII,
FOCAL POINT, LUDHIANA, PUNJAB.
PREPARED BY CHANDIGARH POLLUTION TESTING LABORATORY
EIA-DIVISION (Sl. No.- 26 in list Accredited Consultants Rev.81, Oct.2019 ) Address: E- 126, Phase- VII, Industrial Area, Mohali, Punjab- 160055.
Contacts: 0172-4669295, 5090312 E-mail: [email protected] / [email protected]
Website: www.cptl.co.in
CPTL-11-2019/R1
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INDEX
1.0 EXECUTIVE SUMMARY 1-4
2.0 INTRODUCTION OF PROJECT & PROPONENT 5-7
Introduction 5
Partner background 5
Brief Description 5
Need of the project 6
Employment Generation 7
3.0 PROJECT DESCRIPTION 8-18
Category of project 8
Location of Project 9
Alternate site selection 14
Size & magnitude of operation 14
Manufacturing Process details 14
Raw material & product details 17
Resources optimization 17
Sources of water 18
Quantity of waste generation 18
4.0 SITE ANALYSIS 20
5.0 DESCRIPTION OF THE ENVIRONMENT 21-26
6.0 ENVIRONMENT IMPACT & MANAGEMENT PLAN 27-30
7.0 PROPOSED INFRASTRUCTURE 31
8.0 REHABILITATION AND RESETTLEMENT (R&R) PLAN 32
9.0 PROJECT SCHEDULE & COST ESTIMATES 32
10.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) 33
11.0 CSR 34
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LIST OF FIGURES:
1.0 Location of Project 2
3.1 Google Location Plan 10
3.2 Location map general 11
3.3 Layout plan 12
3.4 Location on master Plan 13
3.5 Flow Chart of Manufacturing Process 15
3.6 Material Balance 16
LIST OF TABLES:
1.1 Détails of area 3
3.1 Project détails 8
3.2 Project co-ordinates 9
3.3 Raw material & Product 17
5.1 Primary data Description 21
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PRE-FEASIBILITY REPORT
1.0 EXECUTIVE SUMMARY
M/s SHARU SPECIAL ALLOYS (P) LIMITED
Village- Gobindgarh, Adjoining, Phase-VII, Focal Point, Ludhiana, Punjab.
Location Co-ordinates: Latitude : 30°52'17.53"-30°52'15.14"N,
30°52'15.37"-30°52'12.64"N,
Longitude : 75°56'27.74"-75°56'33.24"E,
75°56'26.41"-75°56'31.81"E,
Elevation : 256 m
Total project cost: - Rs 27.55 Crores (after addition of proposed machinery)
- The location of the project site is given in Figure 1.0 on map of India and other area details are
given in Table 1.1
M/S SHAR
Locati
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Location of P
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Project Site on
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Location o
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Location of
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ct Site
PRE-FEASIB
f District on Pu
ject Site on Go
BILITY REPO
CPTL-E
unjab Map
oogle Earth M
ORT
EIA
Map
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TABLE – 1.1 DETAILS OF THE AREA
S. No.
Particulars Details
A. Location details
1. Location
a Village/ Town/Plot No. Gobindgarh b Tehsil Ludhiana c District Ludhiana d State Punjab e Latitude 30°52'12.50"-30°52'15.14"N,
30°52'17.85"-30°52'15.00"N, f Longitude 75°56'32.33"-75°56'33.83"E,
75°56'27.70"-75°56'26.15"E, 2. Topo sheet No.
H43J13
3. Project Area Total Area –4. 5 acres or 1.821hectare or 18210 m2
C. Production Capacity Existing: 1) Steel Billets-25,200TPA 2) Forged Roll-3300TPA After Expansion: 1) Steel Billets-1,72,800TPA 2) Round,TMTBars&Flats-
1,50,000TPA 3) Forged Roll- 3300TPA
D. Environmental settings
1. Nearest Village Project exists in Industrial Focal Point.
2. Nearest City Ludhiana, approx. 7 km in NW direction from the project site
3. National Highway/State Highway/ Express Highway
NH-95 Kharar-Ludhiana is approx 1.0 km in North direction from the project site.
4. Nearest Railway Station Dhandari Kalan, approx. 3.5 km in west direction from the project site
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5. Nearest Airport Chandigarh Airport approx. 85 km in east direction from the project site.
6. National Parks/ Wild Life Sanctuaries/ Biosphere Reserves within 10 km radius
Nil
7. Reserved / Protected Forest within 10 km radius (Boundary to boundary distance)
No Reserved Forests exists within 10 km radius.
8. Nearest water bodies Sirhind Kanal about 11.0 km
9. Source of Water Ground water Existing tube-well
10. Seismic Zone Seismic Zone – IV
D. COST DETAILS
1. Capital Cost of the project Existing -Rs 03.75 Cr Proposed -Rs 23.80 Cr Total -Rs 27.55Cr
2. Total cost for Environmental Management Plan (EMP)
Rs 110.0 Lacs
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2.0 INTRODUCTION OF THE PROJECT AND PROPONENT M/s Sharu Special Alloys Pvt. Ltd. is already manufacturing Steel Ingot & forged roll at
Village- Gobindgarh, adjoining Phase-VII, Focal Point Ludhiana, Punjab. It is proposed to
enhance the capacity of unit by replacing the existing furnace of 6 TPH with two no Induction
furnaces of 20TPH capacities each, Concast and a rolling mill. It is also proposed to make
structural steels i.e. Round, MS Bars, TMT Bars, wire rod & Flats. The total project cost of the
unit after expansion will be Rs 27.55 Crores. The projects have already 4.5 acres land. No
additional land is required for expansion. The capacity of the unit after expansion will be 1,
72,800 TPA steel Billets/Ingots, 3300TPA forged roll & 1, 50,000 TPA Round, TMT bars,
wire rod, steel bars, channels and flats.
As per G.O.I Notification dated 14/09/2006 any change in product/expansion required
Environmental Clearance. Accordingly it is mandatory to submit Form No- I along with Pre-
Feasibility Report and other relevant documents for getting Environmental Clearance. Further,
the project site falls within the “critically polluted areas” Ludhiana as notified by the Central
Pollution Control Board, categorizing the project as Category ‘A’ and the environmental
clearance accorded by the Central Govt. in the MoEF&CC New Delhi. This Prefeasibility
report has, therefore, been prepared to assess the likely impact of the proposed expansion on
various factors which may be affected with the implementation of the programme and to
suggest remedial / precautionary measures, if any.
I. Partner’s Background: M/s Sharu Special Alloys (Pvt.) Ltd is a Private Limited Company. The Directors of the
company are as under:
1. Mr. Naresh Kumar Jain
2. Mr. Gaurav Jain
II. Brief description of nature of the project.
In view of the tremendous market potential of Iron & steel, promoters have decided to expand
the capacity of the existing Steel Plant by replacing the existing furnace 6 TPH with two no
Induction furnaces of 20TPH capacities each, Concast and rolling mill. Addition in the existing
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plant would improve the overall profitability of the project making it financially more viable.
The production details of unit existing & proposed are as under:
Product Name Existing (TPA) Proposed (TPA) Total (TPA)
Alloy/ Non Alloys Steel
Billets/Ingots
25,200 1,47,600 1,72,800
Structural Steel (TMT bars & flats,
MS bars, wire road)
NIL 1,50,000 1,50,000
Forged roll 3300 Nil 3300
III. Need for the project and its importance to the country and or region.
India is the world’s third-largest steel producer in 2016. The growth in the Indian steel sector
has been driven by domestic availability of raw materials such as iron ore and cost-effective
labor. Consequently, the steel sector has been a major contributor to India’s manufacturing
output. India’s crude steel output grew 10.7 per cent year-on-year to 25.76 million tons (MT)
during January-March 2017. India’s crude steel output during April 2017 grew by 5.4 per cent
year-on-year to 8.107 MT. India’s finished steel exports rose 102.1 per cent to 8.24 MT, while
imports fell by 36.6 per cent to 7.42 MT in 2016-17. India’s steel exports rose 142 per cent in
April 2017 to 747,000 tons over April 2016, while imports fell by 23 per cent to 504,000 tons
in April 2017 over April 2016. Total consumption of finished steel grew by 3.4 per cent year-
on-year at 6.015 MT during April 2017 (Source: Indian Brand Equity Foundation).
For a developing country like India, Iron & Steel Industry has a pivotal role to play as a pre-
requisite for industrial, construction and infrastructural development. As per report of World
Steel Association (WSI), India has surpassed US and became third largest producer of Steel.
The region will be benefited by:
Economic up-liftment of suppressed class
Bridging demand –supply gap
Infrastructural development of the area
Employment to locals
Revenue to state exchequer
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IV. Employment Generation (Direct and Indirect) due to the project.
Direct employment: - for expansion additional 400 Persons will be required. Total Number of
manpower after expansion will be 450 No’s.
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3.0 PROJECT DESCRIPTION:
I. Category & type of project including interlinked and interdependent projects, if any.
It is originally Category ‘B’ project. As situated within critically polluted area of Ludhiana, it
will be appraised as Category A, project under schedule 3(a) in EIA Notification, 2006.
Details of project is given in Table-3.1
TABLE-3.1
S.
No.
PARTICULARS
EXISTING
PROPOSED
TOTAL
A EXISTING & PROPOSED CAPACITY OF FURNACES & ROLLING MILLS
1 Induction Furnace 6TPH (To be Replaced) & Concast
Two N. IF 20 TPH each & Concast
2 Rolling Mills Nil
1 Rolling Mill
1 Rolling Mills
B PRODUCTS 1 Steel Ingot/Billets
(TPA) 25,200 1,47,600 1,72,800
2 MS Bars, Round, Flats, TMT Bars, wire rod (TPA)
Nil 1,50,000 1,50,000
3 Forged Roll (TPA) 3300 Nil 3300
C RAW MATERIAL
1 MS Scrap (TPA) 27,900 1,62,000 1,89,900
2 Ferro-alloys(TPA) 297 1683 1980
D GENERALS
1 Project Cost (Crores) Rs 3.75 Rs 23.8 Rs 27.55
2 Land (Acres) 4.5 NIL 4.5
3 Power (KW) 2495 18505 21000
4 Manpower (No’s) 50 400 450
5 Working days 24 hrs 360 working days in year
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II. Location (map showing general location- Figure-3.1, specific location- Figure-3.2, and
project boundary & project site layout- Figure-3.3) with coordinates.
LOCATION: The proposed project site is located at Village Gobindgarh, Near Phase-VII, Focal Point,
Ludhiana Distt. Ludhiana (Punjab). The coordinate of project site is given in Table 3.2. The
general location plan of project is given Figure-3.1 & on goggle 3.2. The layout plan of the
project showing different activity is given in Figure 3.3.
Table-3.2
LATITUDE 30°52'12.50"-30°52'15.14"N, 30°52'17.85"-30°52'15.00"N,
LONGITUDE 75°56'32.33"-75°56'33.83"E, 75°56'27.70"-75°56'26.15"E,
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Figure-3.1 Google Location map
LUDHIANA
KHARAR
NH-95
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Figure-3.2 Location map General
KHARAR
LUDHIANA
SAMRALA
NH-95
PROJECT SITE
Location plan - NTS
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Figure-3.3 Layout Plan
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Figure-3.4
Location on Master Plan
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III. Alternate sites considered and the basis of selecting the proposed site, particularly the
environmental considerations gone into should be highlighted.
Addition will be done within existing premises. So, consideration of alternate site is not applicable.
IV. Size or magnitude of operation.
Existing plant is having Induction furnace of 6 TPH capacities and forging plant. Now, it is proposed
to enhance the capacity of plant by replacing existing furnace with two no. new furnaces having
capacity 20TPH each, a Concast and a rolling mill. After expansion the production details will be as
under:
Product Name Existing (TPA) Proposed (TPA) Total (TPA)
Alloy/ Non Alloys Steel
Billets/Ingots
25,200 1,47,600 1,72,800
Structural Steel (TMT bars & flats,
MS bars, wire road)
NIL 1,50,000 1,50,000
Forged roll 3300 Nil 3300
V. Manufacturing Process details (a schematic diagram flow chart showing the project layout,
components of the project etc. should be given)
The industry produces ingots from melting MS Scrap. All operations are carried out in batch process.
The brief description is as follows:
MS Scrap is put into the induction furnaces pot through magnetic conveying system, where it is
heated to 1800oC. Scrap is melted and is heated for about 100 minutes. In the molten steel some Ferro
Alloys are added according to the carbon contents in the scrap. The molten metal is then fed to
Concast Machine/Billet Castor form where the material is taken to rolling mill. The process flow chart
of manufacturing process is given Figure 3.5 & the material balance is given in Figure 3.6.
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Figure-3.5
Flow Chart of Manufacturing Process
RAW MATERIAL
INDUCTION FURNACE
CONCAST MACHINE
INGOTS/ BILLETS
ROLLING/ FINAL PRODUCT
COOLING TOWER
SIDE SUCTION HOOD
A P C D (BAG FILTER)
APCD DUST
CLEAN AIR
FINAL DISPOSAL TSDF SITE/ DISPOSAL OFF TO METAL RECOVERERS
Stack
21000 KW POWER
MAKE UP WATER
SLAG
METAL RECOVERY PLANT
WASTE SENT TO VENDOR FOR DISPOSAL
FUGITIVE EMISSION
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Figure 3.6 MATERIAL BALANCE
Raw Material
Scrap + Ferro Alloys
(533TPD)
Melting & Refining Process
(IF) (533 TPD)
CCM
(496.0 TPD)
Final product
(480 TPD)
Runner/Riser
(16.0 TPD)
Slag
(26 TPD)
APCD Dust
(1.0 TPD)
Burning Loss
(10.0 TPD)
Given to manufacturer of cement concrete block, paver & tiles.
Sent To TSDF Site / Madhav
Alloys for Final Disposal
Recovery of Iron
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VI. Raw material required along with estimated quantity, likely source, marketing area of final
products, Mode of transport of raw Material and Finished Product.
The details of product quantity and source of raw material required are given in the Table 3.3.
TABLE-3.3
PRODUCTS EXISTING ADDITION TOTAL 1 Steel Billets/Ingot
(TPA) 25,200 1,47,600 1,72,800
2 MS Bars, Round, Flats, TMT Bars, wire rod(TPA)
Nil 1,50,000 1,50,000
3 Forged Roll (TPA) 3300 Nil 3300
RAW MATERIAL
1 MS Scrap (TPA) 27,900 1,62,000 1,89,900
2 Ferro-alloys(TPA) 297 1683 1980
3 Source & Transport Local & International Markets & transport through
covered Trucks.
VII. Resource optimization/recycling and reuse envisaged in the project, if any, should be
briefly outlined.
Water: As this project is based on Zero Discharge, 100 % recycling of water will be done in the cooling
tower. No water is used in the manufacturing process.
Solid/ Hazardous waste:
The existing quantity of slag is 3TPD and is being used for filling low lying area. Total quantity of
slag after expansion will be 26 TPD and will be supplied to manufacturers of cement concrete blocks,
pavers & tiles under proper agreement. Hazardous waste generated (0.01kl/annum) from DG sets in
the form of used oil is being re-used as lubricants within the industry. About 1.0TPD APCD dust will
be covered under hazardous waste & sent to M/S Madhav Alloys (P) Limited for metal recovery or
TSDF site.
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VIII. Availability of water its source, Energy/power requirement and source should be given.
Water requirement is being/will be met through existing tube well. The detail of water requirement
existing & after expansion is given below:-
DESCRIPTION EXISTING PROPOSED TOTAL Domestic 2.5 KLD 20.0 KLD 22.5 KLD Cooling (makeup water) 2.5 KLD 18.0KLD 20.5 KLD Total 5.0KLD 38.0 KLD 43.0 KLD
Power requirement of existing & proposed along with source is given below:-
DESCRIPTION EXISTING PROPOSED TOTAL Power Requirement 2495KW 18505KW 21000KW Source Punjab State Power Corporation Limited, Punjab
IX. Quantity of wastes to be generated (liquid and solid) and scheme for their Management/
disposal.
Liquid effluents- Proposed project is based on ZERO discharge. There are no generation trade
effluents from process. The waste water generated from domestic & cooling tower will be treated
through STP and used for cooling purposes/plantation within premises.
Solid Waste - Slag will be disposed off to approved manufacturer of concrete blocks, pavers and tiles. Used oil
from DG sets is being used as lubricant/ will be sold to authorized recycler & dust from APCD sent to
M/S Madhav Alloys (P) Limited for metal recovery or TSDF site.
Flue Gas Management
The air pollution will be the result of the heating and melting process in the induction furnace. The
emissions (PM) coming out of the mouth of the furnace crucible need treatment before discharging it
into the atmosphere.
The gaseous emissions will comprise of vapours/fumes, suspended particles, and some gases. The
vapours are, primarily, of metals (iron) and metal oxides (in very low quantities). Dust and metal
particles also contribute to the suspended particulates. Gaseous pollutants are, mainly, carbon di-
oxide, carbon mono-oxide, and nitrogen oxides, though in very low amounts. The suspended
particulate matter (SPM) concentration will be about 1800-2000 mg/NM3. Most of the particulates
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(about 75%) are expected to have size in the range of 1-5 microns. The emissions (after dilution) will
have temperature of <150°C.
The PM level in the gas emission, at discharge point, shall be maintained below 50mg/NM3 by
adequate & appropriate APCS. Additionally, the stack height requirements for discharge of process
emissions will also be complied.
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4.0 SITE ANALYSIS
I. Connectivity:
NH-95 Kharar to Ludhiana is well connected with the project.(1.0KM)
Dhandari Kalan Railway Station (2.5 Km) The regional road network comprises of Kharar-Ludhiana G.T. Road (NH-95) and forms the
major spine. In fact the entire road network gravitates along this major spine. The project exists in
approved Industrial Focal point Ludhiana.
II. Land Form, Land use and Land ownership:
Industrial Land is registered in name of M/s Sharu Special Alloys (P) Limited. The land is already
in use for industrial purposes.
III. Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area
under CRZ), shortest distances from the periphery of the project to periphery of sanctuary, eco
from the HFL industrial area, be given.
It is situated in Industrial land for industrial purposes as per master plan of Ludhiana. There is no
sanctuary, river present within 10 km radius of the project.
IV. Existing Infrastructure:
The infrastructure amenities available in the area denote the economic wellbeing of the region. The
project area is connected with local road and NH-95 (Kharar – Ludhiana) & NH-44(Srinagar –
Kanyakumari). Educational facilities up to Senior School, College, Hospital & Banking facilities are
available at Ludhiana City about 7 km away from the project site.
V. Soil classification: The texture of soil is sandy loam.
VI. Social Infrastructure available.
Social infrastructure constitutes various facilities pertaining to education, health, recreational,
cultural and other public amenities/ facilities available in urban areas at various levels whose
availability and accessibility determines the quality of life of an urban centre.
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5.0 DESCRIPTION OF THE ENVIRONMENT
INTRODUCTION:
The main objectives of describing the environment, which may be potentially affected, are (i) to
assess present environmental quality and the environmental impacts and (ii) to identify
environmentally significant factors that could preclude project development.
This chapter contains information on existing environmental scenario for the following parameters.
1. Land Environment
2. Meteorology
3. Air Environment
4. Noise Environment
5. Water Environment
6. Soil Environment
7. Biological Environment
8. Socio-economic Environment
ENVIRONMENTAL BASELINE DATA COLLECTION:
Baseline data for the proposed plant will be collected as per TOR/MoEF&CC Guidelines. Primary
data will be collected by monitoring & surveying of various environmental components/ parameters
during the study period, details of which are given in Table - 5.1.
TABLE-5.1 PRIMARY DATA
S. NO. PARAMETERS DESCRIPTION 1 Meteorology Meteorological parameters on hourly basis at project site.
Parameters: Temperature, Relative humidity, Wind Speed & Wind
Direction.
2 Air Ambient air quality monitoring (24 hourly), twice a week.
Parameters are PM10, PM2.5, SO2, NO2 & CO.
No. of Locations: 8 locations in core and buffer zone.
3 Noise Noise level monitoring (Day & Night time), once in a season.
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No. of Locations: 8 locations in core and buffer zone.
4 Water Ground water sampling, once in a season.
No. of Locations: 8 locations in core and buffer zone.
Tested for physical and chemical parameters.
5 Soil Soil sampling, once in a season.
No. of Locations: 8 locations in core and buffer zone.
6 Biological Factors Biodiversity survey, once in a season.
Location: Core and buffer zone.
7 Socio-economic
Environment
Socio-economic survey, once in a season.
Location: Core and buffer zone.
5.1 Current Ambient Air Quality and its future:- For the existing project of M/s Sharu Special Alloys, we have carried out Ambient Air Quality
Sampling at Project Site. Test report is given at Annexure-V. Brief detail is as under:-
Date of Monitoring PM2.5
µg/m3
PM10
µg/m3
SO2
µg/m3
NOx
µg/m3
09.01.2018 56.2 105.4 11.2 32.1
To quantify the incremental affect of proposed project, we have carried out Air Quality Modeling by using AERMOD Cloud Version-5. Dispersion Modeling Results The 24 hourly average ground level concentration (GLC) values from proposed and current
project have been computed for PM10 considering topographical featured around the project and
applicable stability classes. The predicted 24 hourly short terms Maximum Incremental Concentration
values for PM10 from the proposed and current project are given in Table- 1 & 2. Corresponding
isopleths plotted are shown in Figure 1 & 2 for PM10. Modeling inputs are as below:-
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Input for Proposed Project:-
I. Stack height = 30m
II. Stack diameter = 1.0m
III. Temperature of stack gas = (273+100°C) =373 K (Ts)
IV. Manometer H (mm) = 14.8 mm H20
V. Velocity of gases (v) = 14.53 m/s
Say, PM concentration = 50 mg/Nm3
VI. Emission rate = 0.46 g/s
Input for Running Project:-
I. Stack height = 30m
II. Stack diameter = 0.75 m
III. Temperature of stack gas = (273+90°C) =363 K (Ts)
IV. Manometer H (mm) = 11.8 mm H20
V. Velocity of gases (v) = 12.8 m/s
Say, PM concentration = 150 mg/Nm3
VI. Emission rate = 0.68 g/s
Table-1 Predicted Maximum Incremental Concentrations (Existing Project)
Avg. Period
RANK Conc, µg/m3
X, m Y, m ZELEV, m
Direction Distance, m
24 HR 2.69 589949.74 3415673.36 0.00 SSE [160°] 76.00
PERIOD 0 1.05 589794.19 3415818.84 0.00 WNW [300°]
150.00
Table-2 Predicted Maximum Incremental Concentrations (Proposed Project)
Avg. Period
RANK Conc, µg/m3
X, m Y, m ZELEV, m
Direction Distance, m
24 HR 1.12 589859.14 3415781.34 0.00 WNW [300°]
75.00
PERIOD 0 0.49 589794.19 3415818.84 0.00 WNW [300°]
150.00
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Predicted GLC’s of current and proposed project
It is predicted that the maximum contribution in GLC’s with units operation is 2.69µg/m3 for
PM10 at 76 m distance for existing project and 1.12µg/m3 for PM10 at 75 m distance for
proposed project.
Conclusion:
As per recent ambient air monitoring, the result of PM10 is exceeding the limit.
As per air quality modeling, Predicted Maximum Incremental Concentrations of PM10 is
2.69µg/m3 at 76 m for existing project and 1.12µg/m3 for PM10 at 75 m for proposed project.
From this study we can conclude that pollution load w.r.t. PM10 will decrease after
proposed expansion.
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Figure -1 Isopleths for PM10 (Existing Project)
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Figure -2 Isopleths for PM10 (Proposed Project)
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6.0 ENVIRONMENTAL IMPACT AND MANAGEMENT PLAN
PARTICULARS DETAILS
Impact on Air
Construction/
Operational Phase
Air emissions both gaseous and fugitive from proposed plant will be on
account of process emissions from stacks of Induction furnace as well
as Rolling mill. The mitigation measure adopted as under:
The main raw material and product will be brought in and
dispatched by road through covered vehicles.
All the vehicle owners will have valid PUC Certificate
All vehicles are loaded up-to prescribed limit during
transportation.
Dust suppression on haul roads will be done at regular intervals.
Swiveling hood for fume extraction following by spark arrestor
(two stages), bag filter and ID fan with stack of 30 m will be
provided to control particulate emissions. The outlet dust
emission shall be <50mg/Nm3.
APCD solid waste will be sent to M/S Madhav Alloys (P) Limited
for metal recovery or TSDF site.
Air Quality Management:
Emissions Management
A stack of adequate height equipped with Bag filter will be
installed with the Induction furnace, Rolling mill to control the
particulate and gaseous emissions due to combustion of fuel.
All the roads are asphalted to control the fugitive dust
emissions
Proper servicing & maintenance of vehicles is/will be carried
out.
Gaseous emissions including secondary emission will be
treated in a fume extraction and cleaning system comprising
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of suction hood bag filter before discharged to the atmosphere
through combined stack of 30m height.
LRF, VD & CCM will have separate fume extraction system.
This suction will be of swiveling hood arrangement over each
of LRF & VD, which further include a separate ID fan. Bag
filter house will be connected to LRF & VD via air cooled
ducts.
Dust suppression and extraction system will be provided to
control dust emission from vulnerable sources like material
handling & storage areas.
All internal roads shall be asphalted and water sprinkling
done to control dust emission.
More than 33% Green Belt around the periphery and within
premises will be provided.
Monitoring Management
Ambient air quality and stack emission will be regularly
monitored to ensure that ambient air quality standards and
suggested limits on stack emission loads would be met honestly
at all the time.
Data on ambient air, stack emission and fugitive emission shall
be regularly sent to concerned area thereby.
Impact on water
Construction/ Operational phase
Water requirement of the plant will be met from tube well. Roof top
rain water will be recharged to compensate for ground water
withdrawal.
Water Management Fresh water requirement of the project will be met by existing
tube well.
Domestic waste water generated from the plant will be treated
in STP and treated water will be used in green belt
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development.
The cooling water will be re-circulated and blow down will be
dispose off through septic tank.
No water is used in manufacturing process and no waste
water requiring disposal is generated.
Impact on Noise
Construction/
Operational Phase
The expected noise levels of some of the proposed equipment like
Pumps (82-95 dB (A), Induction furnace (95-105 dB (A), DG sets
(100-120 dB (A).
The above noise levels are worked out without mitigation measures.
With the mitigation measures the noise levels will be further restricted
within very short distance from the source point.
The operators/personnel working near the noise sources in the Plant
will be provided with earmuffs and earplugs
More than 33% of green belt will be developed around the plant
premises which will act as noise abatement measures.
Noise Management There will be no danger of noise pollution from plant. The green
belt (plantation of dense trees across the boundary) helps in
reducing noise levels in steel plant as a result of attenuation of
noise generated due to plant operations and transportation.
Earmuffs will be used while running the equipments of the plant.
D.G sets will be provided with acoustic to control the noise level
within the prescribed limit.
A high standard of maintenance will be practiced for plant
machinery and equipments, which helps to avert potential noise
problems.
Personal Protective Equipment like earplugs and earmuffs will be
provided to the workers exposed to high noise level.
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Regular monitoring of noise level will be carried out.
Solid Waste Management Management APCD dust will be sent to M/S Madhav Alloys (P) Limited for
metal recovery or TSDF site and slag from process will be sold to
approved manufacturers of tiles, pavers & blocks.
Green belt Management Management
Green belt development in and around the plant site helps to
attenuate the pollution level.
Out of the total plant area approx. 15% land is already developed
as green belt and it will be maintained in future also.
Green belt has been/will be developed as per Central Pollution
Control Board (CPCB) guidelines.
Native species have been/ will be planted in consultation with the
local DFO.
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7.0 PROPOSED INFRASTRUCTURE
I. Industrial Area (Processing Area):-
The site already having administrative and site control office with latest equipment like computers,
walkie-talkie & computerized weighbridge, printers, fax, Xerox machine, etc. Sufficient power load
exists to meet the current requirement. Water for construction and domestic purpose as well industrial
purposes will be drawn from bore-well.
II. Residential Area (Non Processing Area):-
Labour hut / rest room, toilet, drinking water facility are already provided.
III. Green Belt.
The main objective of the green belt is to provide a barrier between the plant and surroundings areas.
More than 33 % green belt will be developed according to CPCB guidelines.
IV. Social Infrastructure.
There is sufficient number of educational facilities but health facilities are not up to the mark. The
sports and recreational facilities are also not adequate as there is no national or state level sports
complex; however an indoor / outdoor stadium of lower hierarchy is available within the town. One
cinema and two clubs also exist in town.
V. Connectivity (Traffic and Rail/Metro/Water ways etc)
The regional road network comprises of Kharar-Ludhiana G.T. Road (NH-95) and forms the major
spine. In fact the entire road network gravitates along this major spine.
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8.0 REHABILITATION AND RESETTLEMENT (R&R) PLAN:-
R & R Plan is not applicable, as it is an expansion of existing plant.
9.0 PROJECT SCHEDULE & COST ESTIMATES:-
I. Likely date of start of construction and likely date of completion (Time schedule for the
project to be given):-
Within one year after receipt of NOC & Environmental Clearance
II. Estimated project cost along with analysis in terms of economic viability of the project:-
Total proposed project cost is estimated to be around Rs. 27.55 Crs
III. Cost toward Environment Protection: - Rs 110.0 lacs
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10.0 ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)
I. Financial and social benefits with special emphasis on the benefit to the local people including
tribal population, if any, in the area.
Financial Benefits:
Benefits and advantages of expansion of existing plant:
a) It will full fill the Demand Supply Gap.
b) It is help in increment of Life style of Local People By providing Jobs.
Social Benefits:
Greater employment for local populations
Environmental benefits:
a) Low emission of air pollutant (proper APCD will be installed).
b) It is a Brown field project.
c) Proposed project is based on ZERO discharge.
Other Benefits:
Revenues to the State and Central ex-chequers.
Over all development of District- Ludhiana in particular and Punjab State in general.
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11.0 CER ACTIVITIES Proposed unit will result in growth of the surrounding areas by increased direct and indirect
employment opportunities in the region including ancillary development and supporting
infrastructure. Special emphasis on Financial and Social benefits will be given to the local people.
Development of social amenities will be in the form of medical facilities, education to underprivileged
and creation of self help groups.
As per OM F.No.-22-65/2017-IA-III dated on 01st May,2018, the organization will spend Rs.24 lacs
towards Corporate Environment Responsibility The details of CER activity will be given in the final
EIA report.