PROJECT PRE-FEASIBILITY REPORT - Welcome to …€¦ · 5.4 Assessment of infrastructure Demand 21...
Transcript of PROJECT PRE-FEASIBILITY REPORT - Welcome to …€¦ · 5.4 Assessment of infrastructure Demand 21...
PROJECT PRE-FEASIBILITY REPORT ON
PROPOSED PROJECT FOR
INSTALLATION OF 6 MW
CO-GEN UNIT
AT
M/s. Aarti Industries Limited (Unit-I) Located at:
Plot No. 758/1, 2 & 3
GIDC Jhagadia,
Dist. Bharuch,Gujarat
CONTENTS
SR. NO. PARTICULARS PAGE NO.
1 EXECUTIVE SUMMARY 1
2 INTRODUCTION 5
2.1 The Project 5
2.2 Project Proponent 5
2.3 Nature of project 6
3 PROJECT DESCRIPTION 7
3.1 Type of Project 7
3.2 Project Location 7
3.3 Site selection 9
3.4 Neighboring Industries 9
3.5 Size of project 9
3.6 Process Technology 9
3.7 Resource optimization/recycling and reuse 9
3.8 Resource requirements 9
3.8.1 Land 9
3.8.2 Building 10
3.8.3 Power & Fuel 10
3.8.4 Water 10
3.8.5 Man power 11
3.9 Mitigation Measures &Environment Management
plan 11
3.9.1 Waste water Management 11
3.9.1.1 Waste water generation 11
3.9.1.2 Waste water characteristics 12
SR. NO. PARTICULARS PAGE NO.
3.9.1.3 Waste water treatment and disposal 12
3.9.2 Gaseous emission & Control 15
3.9.2.1 Flue gas emission 15
3.9.2.2 Process emission 16
3.9.3 Hazardous /non hazardous waste management 16
3.9.4 Noise control& odour 18
3.9.5 Storage ,handling and transport of Hazardous
chemical 18
3.9.6 Health & Safety measures 18
4 SITE ANALYSIS 19
4.1 Connectivity 19
4.2 Land use and land ownership 19
4.3 Topography 19
4.4 Existing land use 19
4.5 Existing infrastructure 19
4.6 Social Infrastructure 21
5 PLANNING BRIEF 21
5.1 Planning concept 21
5.2 Population projection 21
5.3 Land use planning 21
5.4 Assessment of infrastructure Demand 21
SR. NO. PARTICULARS PAGE NO.
5.5 Amenities 22
6 PROPOSED INFRASTRUCTURE 22
6.1 Processing area 22
6.2 Non processing area 22
6.3 Green belt area 22
6.4 Social Infrastructure 23
6.5 Connectivity 23
6.6 Drinking water management 23
6.7 Sewerage system 23
6.8 Industrial waste management 23
6.9 Solid waste management 23
7 REHABILITATION & RESETTLEMENT (R & R)
PLAN 24
8 PROJECT SCHEDULE & COST ESTIMATES 24
8.1 Project Implementation Schedule 24
8.2 Estimated project cost 24
9 ANALYSIS OF PROPOSAL 24
LIST OF TABLES
TABLE
NO.
TOPIC PAGE NO.
1 List of Existing Products 1
2 List of Proposed Product 2
3 Salient features of the of the project site 7
4 Details of neighbouring industries 9
5 Approximate requirement of Construction Materials 10
6 Power and Fuel Requirement 10
7 Category wise Water requirement 11
8 Man Power Requirement 11
9 Category wise Wastewater Generation 12
10 Flue gas emissions 15
11 Process emissions and control measures 16
12 Details of Hazardous waste 16
13 Details of Micrometeorological data 20
14 Project implementation schedule 24
LIST OF FIGURES
FIGURE
NO.
DESCRIPTION PAGE NO.
1. Aerial view of the project site 8
2. Existing Water Balance Diagram 13
3. Proposed Water Balance Diagram 14
4. Wind Rose 20
M/S. AARTI INDUSTRIES LIMITED (UNIT-I)
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1.0 EXECUTIVE SUMMARY
M/s. Aarti Industries Ltd. (Unit-I), Jhagadia is an existing organic chemical manufacturing
unit. They have got boilers with total 57 MT/Hr. capacity. Now the unit has proposed
installation of co-gen unit for generating electricity of 6 MW with 60 MT/Hr. boiler
capacity at Plot No 758/1, 2 & 3 P.B. No. 23 GIDC Jhagadia, Dist. Bharuch-393110. The unit
has also obtained environment clearance for the expansion of their production capacity in
April 2013. The copy of environment clearance is attached as an Annexure-X. The details
of products are given below in table-1.
TABLE: 1
LIST OF EXISTING PRODUCTS WITH THEIR PRODUCTION CAPACITY (AS PER CCA NO. AWH-50364, 59708)
Sr. No.
Name of Product Total Quantity(MT/M)
I Group A: Mono Nitro Derivatives of Benzenes and Chloro Benzene
1. Para Nitro Chloro Benzene 6000 (Sr.no. 1 to 11)
(Either one or more than one product ) (Total production shall not exceed 6000
MT/Month)
2. Ortho Nitro Chloro Benzene
3. Ortho /Para/Meta –Nitro Cumene
4. Nitro Benzene
5. 2,5-Dichloro Nitro Benzene
6. 3,4- Dichloro Nitro Benzene
7. Ortho Nitro Toluene
8. Para Nitro Toluene
9. Meta Nitro Toluene
10. Meta Nitro Chloro Benzene
11. 2,4-Dichloro Nitro Benzene
Group B: Di Nitro Derivatives of Benzenes and MCB
1. Di Nitro Benzenes 3000
2. Di Nitro Chloro Benzenes III Group C:
Diethyl Sulphate 100
IV Group D: Hydrogenated products: (Reduction)
1. Meta Chloro Aniline 5000 (Sr.no. 1 to 35) (In DCA product unit will manufacture 2,3/2,4/2,5/2,6/3,4/3,5 DCA & mixture of 2:3,2:4 / 2:4,2:5 / 2:5, 2:6/ DCA & 2:3,2:4, 2:5, 2:6 DCA.
2. Para Chloro Aniline
3. 3,4 Di Chloro Aniline
4. 2,3 Di Chloro Aniline
5. 2,5 Di Chloro Aniline
6. Meta Phenylene diamine
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Sr. No.
Name of Product Total Quantity(MT/M)
7. Para Phenylene diamine In Cumidine category unit will manufacture Ortho, Para & Meta cumidine).
8. Ortho Phenylene diamine
9. Ortho Anisidine
10. Para Anisidine
11. Chloro Fluoro Aniline
12. Para Cumidine
13. Para Amino Phenol
14. Meta Amino Phenol
15. Toludines
16. Ortho Chloro Aniline
17. 2,4 Di Chloro Aniline
18. 2,6 Di Chloro Aniline
19. 3,5 Di Chloro Aniline
20. Mixer of 2,4 / 2,5 DCA
21. Mixer of 2,5 / 2,6 DCA
22. Mixer of 2,4 / 2,5 /2,6 DCA
23. Ortho Cumidine
24. Meta Cumidine
25. Meta anisidine
26. 2,4,5 Trichloro Aniline
27. Aniline
28. Para Floro Aniline
29. Meta Floro Aniline
30. Ortho Floro Aniline
31. Di Floro Aniline (1:3)
32. Di Floro Benzene (1:3)
33. 4-Floro-N-Isopropyl Aniline
34. 4-Chloro-N-Isopropyl Aniline
35. Other reduction products
Total from Group A,B,C & D(Excluding By products)
14100
V Group D: Only Physical Separation
1. Ortho / Para / Meta Chloro Toluene 450
2. 2:3 DCNB / 3:4 DCNB 550 Total of group 1000
TABLE: 2
LIST OF PROPOSED PRODUCTS WITH THEIR PRODUCTION CAPACITY
Sr.no. Name of product Total quantity
VI Group E: Power Generation
1 Co-Generation Power plant 6 MW
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COST OF PROJECT
The expected cost of proposed project is Rs. 40 Crores. The plot had been purchased by
M/s. Aarti Industries Ltd. (Unit-I) from GIDC. The total plot area of the unit is 51071 sq.
m. The green belt area is 11815 sq. m.
FUEL & ELECTRICITY CONSUMPTION
The unit is using Imported Coal as fuel for boilers. The connected electricity load is 4000
KW.
WATER CONSUMPTION AS PER CCA AWH-59708 AND 50364
The unit is using 867 KL/Day fresh water + 158 (Recycled water) KL/Day for industrial
purpose and 25 KL/Day fresh water for domestic purpose.
WATER CONSUMPTION AS PER PROPOSED INSTALLATION
The unit will use 301 KL/Day fresh water + 69 (Recycled water) KL/Day for industrial
purpose.
Thus the total water consumption will be 1168 KL/Day (Fresh water) + 227 KL/Day
(Recycled water) and 25 KL/Day fresh water for domestic purpose.
WASTE WATER GENERATION AS PER CCA AWH-59708 AND 50364
The waste water generation from process is going to ETP is 91 KL/Day. The sewage
generation is 5 KL/Day. The industrial waste water is being treated in units own ETP
followed by RO. And the domestic wastewater of 05 KL/Day is also treated in unit’s own
ETP followed by RO. The total wastewater going to ETP followed by RO is 96 KL/Day.
The wastewater generation from utilities is going to separate RO of utilities which is 72
KL/Day. The reject of both RO systems is sent to MEE from where the condensate of 42
KL/Day is sent to cooling tower for reuse.
WASTE WATER GENERATION AS PER PROPOSED INSTALLATION
There will be no increase in waste water generation from process and sewage. The
wastewater generation from utilities will be going to separate RO of utilities which is 71
KL/Day. The reject of both RO systems is sent to MEE from where the condensate of 15
KL/Day is sent to cooling tower for reuse.
Thus the total waste water generation from process and sewage going to ETP followed by
RO will be 96 KL/Day. The total waste water from utilities going to separate RO will be
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143 KL/Day. The total reject of both RO systems is sent to MEE from where the
condensate of 57 KL/Day is sent to cooling tower for reuse and residue of 30 MT/Month
is sent to land fill site.
GASEOUS EMISSION
FLUE GAS EMISSION AS PER CCA AWH-59708 AND 50364
There are 3 stack attached to boiler (17 TPH) with multi cyclone separator followed by
ESP, boiler (30 TPH) with attached ESP and thermopack (20 Lakh Kcal/hr) attached with
bag filter. There are total 5 stand by stacks. Also there is one stack of stand by Boiler (10
TPH) and four stacks of stand by D.G. Set (1010 KVA Each).
FLUE GAS EMISSION AS PER PROPOSED INSTALLATION
There will be 1 stack attached to boiler (60 TPH) attached with ESP as APCM. After
installation of co-generation unit, all existing boilers will become stand-by boilers.
PROCESS GAS EMISSION AS PER CCA AWH-59708 AND 50364
There are 2 stacks of process emission. One stack is attached to nitration plant and HNO3
storage tank which is attached to sulphuric acid scrubber followed by caustic scrubber.
And one stack is attached to incinerator followed by double chamber scrubber.
PROCESS GAS EMISSION AS PER PROPOSED INSTALLATION
There will be no new process stack due to proposed installation of co-gen unit.
HAZARDOUS WASTE MANAGEMENT AS PER CCA AWH-59708 AND 50364
There is generation of ETP waste (Gypsum) from Waste Water Treatment (100
MT/Month), Discarded Containers/barrels/Liners used for HW/Chemicals (1225 Nos.
/Month), Spent Carbon (3.4 MT/Month), Incinerated ash & Evaporated salt (1.04
MT/Month), Organic Residue (40 MT/Month), Spent Sulphuric Acid (68 % - 72 %)(7200
MT/Month), Used/Spent Oil (0.184 MT/Month), Spent catalyst (Dry Basis) (620
KG/Month).
HAZARDOUS WASTE MANAGEMENT AS PER PROPOSED INSTALLATION
There will be additional generation of spent oil (0.007 MT/Month), Residue from MEE (30
MT/Month) and Fly ash (840 MT/Month).
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Thus the total generation will be ETP waste (Gypsum) from Waste Water Treatment (100
MT/Month), Discarded Containers/barrels/Liners used for HW/Chemicals (1225 Nos.
/Month), Spent Carbon (3.4 MT/Month), Incinerated ash & Evaporated salt (1.04
MT/Month), Organic Residue (40 MT/Month), Spent Sulphuric Acid (68 % - 72 %)(7200
MT/Month), Used/Spent Oil (0.191 MT/Month), Spent catalyst (Dry Basis) (620
KG/Month), Residue from MEE (30 MT/Month) and Fly ash (840 MT/Month).
2.0 INTRODUCTION
2.1 THE PROJECT
M/s. Aarti Industries Ltd. (Unit-I), Jhagadia is an existing organic chemical manufacturing
unit. They have got boilers with total 57 MT/Hr. capacity. Now the unit has proposed
installation of co-gen unit for generating electricity of 6 MW with 60 MT/Hr. boiler
capacity at Plot No 758/1, 2 & 3 P.B. No. 23 GIDC Jhagadia, Dist. Bharuch-393110. The unit
has also obtained environment clearance for the expansion of their production capacity in
April 2013.
Aarti Industries Ltd. has a strong research and development which is focused on bringing
in continual improvements on process and products, backward integration and
developing innovative products".
The details of products are given in table -1.
2.2 PROJECT PROPONENT
The list of directors is attached as Annexure-II.
M/s. Aarti industries Ltd. is a steady growing company incorporated in 1975. It is a
registered as Small Scale industrial unit. Aarti Industries Limited (AIL) is a dynamic
organization, continuously investing in innovative products and processes, as well as
cleaner technologies.
The plant is of international standards. The plant boasts of contemporary infrastructure
facilities with advanced machinery and automated processes.
Roots of the company are backed by the strong technical expertise.
Generous & ambitious management.
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Well-equipped plants with adoption of modern technology & runs under close
observation by trained technocrats.
Expertise to enrich quality product by breakthrough innovations.
Winning against competition with the weapons of quality, commitment & service.
Optimum utilization of man, machine, materials and money.
Customer's satisfaction is our best reward.
Devoted to keep safe environment & ecology.
Quality Policy
The company’s commitment is to manufacture quality products through systematic
operations in pursuit of meeting and enhancing their customer satisfaction level.
The company has in house testing facility with modern testing equipments to ascertain
the quality of raw materials as well as finished products. Continued emphasis towards
process and technology up gradation is being done effectively to enrich the product
quality. R & D with initiative & innovative ideas had resulted into excellent
performance in respect of quality products.
As a means of achieving these, the unit pledge to company with the legal & other
requirements to their core and focus on continually improving their products, systems
& operations.
Environmental Policy
The unit is committed to execute all operations, products and services by
environmental protection activities to the extent possible.
As a recycling plant, the unit understand the need of maintaining and improving the
environmental quality through controlled solid waste disposals and safe working
conditions.
As a means of achieving these, the unit pledge to company with the legal & other
requirements to their core and focus on continually improving products, systems &
operations.
2.3 NATURE OF PROJECT
The unit is manufacturing organic products 14100 MT/Month of 5(f) category product and
physical separation : 1000 MT/Month as per CCA NO. AWH-50364 valid up to 7/6/2017
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and amended CCA no. AWH 59708 issued on 1/2/2014. As per EIA notification 2006 and its
amendment, the existing is Organic Chemical Manufacturing unit falling in 5(f) category
project. Proposed expansion is for Co-gen unit which is falling under 1(d) category.
3.0 PROJECT DESCRIPTION
3.1 TYPE OF PROJECT
The proposed project is not including any interlinked and interdependent projects.
3.2 PROJECT LOCATION
The proposed project site is located at plot no758/ 1, 2 & 3, GIDC Estate, Jhagadia, Dist. Bharuch
in the state of Gujarat. It is approximately 16 km distance from district head quarter Bharuch. The
approximate geographical positioning of the project site is at Latitude: 21°39'23.73"N, Longitude:
73° 7'39.97"E. The location of the project site can be identified from the location map shown in
Figure-1 &2 .
TABLE: 3
SALIENT FEATURES OF THE PROJECT SITE
Particulars Details
Village Jhagadia
Taluka/ Tehsil Jhagadia
District Bharuch
Approx. Geographical
positioning
Latitude: 21°39'23.73"N
Longitude: 73° 7'39.97"E
Nearest City Bharuch
Nearest Town Bharuch
Nearest Highway National Highway No. 8
Nearest State highway State Highway No.6
Nearest Railway line/ Railway
station
Bharuch
Nearest Airport/ Airbase Vadodara
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FIGURE: 1
AERIAL VIEW OF THE PROJECT SITE
Project site
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3.3 SITE SELECTION
3.4 NEIGHBOURING INDUSTRIES
TABLE: 4
DETAILS OF NEIGHBOURING INDUSTRIES
3.5 SIZE OF PROJECT
The unit has proposed installation of co-gen unit. Environment Protection and safety
systems have also been considered in planning the Cost Projection. The unit proposed to
set up effluent treatment plant which will be maintained as per requirements. The total
project cost will be Rs. 40 Crores.
3.6 PROCESS TECHNOLOGY
Process details like process description for co-gen unit are covered separately in
Annexure-V.
3.7 RESOURCE OPTIMIZATION/RECYCLING AND REUSE
3.8 RESOURCE REQUIREMENTS
3.8.1 LAND
The plot had been purchased by M/s. Aarti Industries Ltd. (Unit-I) from GIDC. The total
plot area of the unit is 57017sq. m.
Sr.
No.
Name of Industry Address
1. United Phosphorus
Limited
Plot no.750,GIDC,Jhagadia
2. Endica Ceramics Plot no. 756-8,9, GIDC, Jhagadia
3. Star Oxoform Plot no.756-10A/B, GIDC, Jhagadia
4. Janta Paper Mills Plot no.778,GIDC,Jhagadia
5. Panoli Intermediates Ltd Plot no.778-1,GIDC,Jhagadia
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3.8.2 BUILDING
The new foundations will be constructed.
TABLE: 5
APPROXIMATE REQUIREMENT OF CONSTRUCTION MATERIALS
Sr.
No.
Material Qty. Source
1 Bricks 5 Cu. Mt. From local
supply
2 Cement 100 MT
3 Sand 75 Cu. Mt.
4 TMT Steel 40 MT
5 Gravel 150 Cu. Mt.
6 Kapchi 35 Cu. Mt.
7 Stone 50 Cu. Mt.
3.8.3 POWER AND FUEL
TABLE: 6
POWER AND FUEL REQUIREMENT AS PER CCA AWH-59708 AND 50364
Sr.
No.
Particulars Consumption
as per CCA
AWH-59708
& 50364
Proposed
Consumption
Total Remark
Electricity
1. Electricity
connected load
4000 KVA -- 4000 KVA DGVCL
company
Fuel
1. Imported Coal 9 MT/Hr. 9 MT/Hr. 18 MT/Hr. --
2. Furnace Oil 850 L/Hr -- 850 L/Hr Local Supplier
3. Diesel 880 L/Hr -- 880 L/Hr Local Supplier
3.8.4 WATER
The category wise bifurcation of the water requirement is given in below table-7. The
source of water will be from GIDC water supply scheme.
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TABLE: 7
CATEGORY-WISE WATER REQUIREMENT
Sr. No.
Particulate
Water Consumption in KL/Day
As per CCA order no. AWH 59708
Proposed quantity
Total quantity
1 Domestic 25 0 25
2 Industrial
Process & washing 40 (fresh) 0 40 (fresh) DM Plant 301(fresh) 301(fresh) 602 (fresh)
Boiler 263 (DM permeate)
263 (DM permeate)
526 (DM permeate)
Softner 506(fresh) 0 506(fresh)
Cooling 501 (softner permeate) +
158 (recycled)
69 (recycled) 501 (softner permeate) +
227 (recycled)
Gardening 20(fresh) 0 20(fresh) Total 892 (fresh)
+ 158 recycled 301
+69 (recycled) 1193 (fresh)
+ 227 recycled
3.8.5 MANPOWER
The manpower required for the project as well as during the construction/ commissioning
activities will be employed from the local area. The preference will be given to local
people.
TABLE: 8
MAN POWER REQUIREMENT FOR PROPOSED CO-GEN PLANT
Phase of Project Type of Labor No. of Worker
During operations Managerial 2
Skilled 8
Un-skilled 10
3.9 MITIGATION MEASURES & EMP
Based on overall manufacturing & operation activities, the mitigation measures have been
proposed by the company for the control of the anticipated pollution load.
3.9.1 WASTEWATER MANAGEMENT
3.9.1.1 WASTEWATER GENERATION
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The category-wise bifurcation of the anticipated wastewater generation details is given in
below table-9.
TABLE: 9
CATEGORY-WISE WASTEWATER GENERATION
Sr. No.
Particulate Waste water generation in KL/Day
As per CCA order no. AWH 59708
Proposed quantity
Total quantity
1 Domestic 5 0 5
2 Industrial
Process & washing
91 ( 40 from process + 51
due to reaction)
0 91( 40 from process+ 51 due to
reaction)
Total waste water to ETP
96 (to ETP followed by Process RO)
0 96 (to ETP followed by Process RO)
DM Plant 38 38 76
Boiler 11 19 30
Softner 5 0 5
Cooling 18 14 32
Total waste water from utility
72 (to utility R.O.) 71(To Utility RO)
143 (to utility R.O.)
Condense water from MEE
42(to cooling tower) 15 57(to cooling tower)
Residue from MEE
1.5 (landfill site or incinerator)
1.5 3(landfill site or incinerator)
3.9.1.2 WASTEWATER
The unit is zero liquid discharge unit treating effluent in ETP followed by RO and MEE.
3.9.1.3 WASTEWATER TREATMENT & DISPOSAL
The unit has already proposed ETP. The domestic waste water of 05 KL/Day will be
treated in ETP.
The industrial waste water & sewage will be treated in units own ETP having primary,
secondary and tertiary treatment facilities.
Details of Effluent Treatment Plant and Flow Diagram are attached as Annexure-VII.
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FIGURE: 2
EXISTING WATER BALANCE DIAGRAM
Water Coming from GIDC 892
Process
40
DM water
Plant
301
Boiler
263
Cooling Tower
501
ETP
96
Softner
506
Boiler blow
down
11
Cooling Tower
blow down
18
Effluent
from the
process
91
Water due to the reaction
51
Regeneration
water
38.0
Regeneration
water
5.0
R.O.
72
MEE
52
Reject 18
Domestic
25
Gardening
20
Option: 2
Crystallizer 10
158
Soak pit
5
Treated effluent sent to R.O.
96
Note: All units are in KL/day
Flash steam
54.0
198
54
Condensate 42
Filtration 10
Salt (sent to landfill or incineration) 1.5
62
Reject 34
8.5
Option :1
Incineration
10
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FIGURE: 3
PROPOSED WATER BALANCE DIAGRAM
Water Coming from GIDC 1193
Process
40
DM water
Plant
602
Boiler
526
Cooling Tower
728
ETP
96
Softner
506
Boiler blow down
30
Cooling Tower
blow down
32
Effluent
from the
process 91
Water due to the reaction
51
Regeneration water
76
Regeneration
water
5
R.O. 143
MEE
69
Reject 35
Domestic
25
Gardening
20
Option: 2
Crystallizer 12
227
Soak pit
5
Treated effluent sent to R.O.
96
Note: All units are in KL/day
Flash steam
54.0
198
108
Condensate 57
Filtration 12
Salt (sent to landfill or incineration) 3
62
Reject 34
9
Option :1
Incineration
12
501
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3.9.2 GASEOUS EMISSIONS & CONTROL
3.9.2.1 FLUE GAS EMISSIONS
FLUE GAS EMISSION
Details of stacks number, stack height, pollutants emitted are covered in following table-
10.
TABLE: 10
FLUE GAS EMISSIONS
Stack No.
Source of emission
Type of emission
Permissible
limit
Stack heigh
t (m)
Stack diamete
r (mm)
Pollution control
equipment
Fuel used ( fuel
name & quantity
/hour)
Existing as per CCA order no.AWH 59708
1 Boiler- 1(Oil fired stand by boiler) Capacity = 10 TPH
PM
SO2 NOx
150 mg/Nm3 100 ppm 50 ppm
30 750 - F.O 850 L/Hr
2 Boiler-2 (IBR water tube boiler) Capacity= 17 TPH
PM
SO2 NOx
150 mg/Nm3 100 ppm 50 ppm
40 1350 Bag filter Coal 3MT/hr
3 Boiler-3 (IBR water tube boiler) Capacity= 30 TPH
PM
SO2 NOx
150 mg/Nm3 100 ppm 50 ppm
40 1800 ESP Coal 5 MT/Hr
4 D.G. Set (4 Nos) Capacity= 1010 KVA (Each)
PM
SO2 NOx
150 mg/Nm3 100 ppm 50 ppm
11 250 - Diesel 220 L/Hr (Each)
5 Thermopack Capacity= 20 LAKH Kcal/hr
PM
SO2 NOx
150 mg/Nm3 100 ppm 50 ppm
30 750 Bag filter CoaL 1MT/Hr
As per proposed quantity
6 Boiler-4 (IBR water tube boiler)
PM SO2 NOx
150 mg/Nm3 100 ppm
40 1800 ESP Coal 17MT/hr
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Capacity= 60 TPH
50 ppm
3.9.2.2 PROCESS EMISSIONS
The process emissions from the manufacturing activities are given in following Table. The
details of air pollution control system are also mentioned in table-12.
TABLE: 11
PROCESS EMISSIONS AND CONTROL MEASURES
Stack no.
Source of Emission
Type of Emissio
n
Permissible limit
Stack Height (meter)
Stack diameter
(m)
Air pollution control system
Existing as per CCA order no.AWH 59708
1 Nitration Plant , HNO3 storage tank
NOx 25 mg/Nm3
12 100 Sulphric acid scrubber followed by Caustic Scrubber
2 Incinerator PM SO2 NOx
150 mg/Nm3 100 ppm 50 ppm
30 700 Scrubber (Double Chamber)
As per proposed quantity
There will be no new process stack due to proposed CTE-amendment.
3.9.3 HAZARDOUS/ NON-HAZARDOUS WASTE MANAGEMENT
The following type of hazardous waste will be generated from the operational activities.
All the waste will be stored separately in a designated storage area.
TABLE: 12
DETAILS OF HAZARDOUS WASTE
Sr. No.
Hazardous waste
Category
Quantity As per Consent-AWH 50363
Proposed Addition
al Quantity
Total Qty after
expansion
Disposal
1. ETP waste (Gypsum)
34.3 100 MT/Month
0 100 MT/Mon
th
Collection, Storage, Transportation, Disposal at TSDF at BEIL.
2 Spent Oil 5.1 0.184 MT/Month
0.007 0.191 MT/Mon
Collection, storage, Transportation,
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Jyoti Om Chemical Research Centre Pvt. Ltd. 17
th Disposal by selling to registered recyclers.
3 Organic Residue
36.4 40 MT/Month
0 40 MT/Mon
th
Collection, storage, Transportation, Disposal by incineration at CHWIF-BEIL & SEPPL.
4 Spent carbon
35.3 3.4 MT/ Month
0 3.4 MT/ Month
Collection, storage, Transportation, Disposal by incineration at CHWIF-BEIL & SEPPL.
5 Incinerated ash & Evaporated salt
36.2 1.04 MT/Month
0 1.04 MT/Mon
th
Collection, Storage, Transportation, Disposal at TSDF at BEIL
6 Spent Sulphuric Acid (68% -72%)
D-2 7200 MT/Month
0 7200 MT/Mon
th
Collection, Storage, Transportation, Disposal by selling to registered users
7 Discarded Plastic bags, Carboys, drums
33.3 1225 No/
Month
0 1225 No/Mont
h
Collection, Storage, decontamination
8 Spent Catalyst (Dry Basis)
35.3 620 Kg/Month
0 620 Kg/Mont
h
Collection, Storage, Transportation, Disposal by selling to registered supplier for regeneration.
9 Residue from MEE
34.3 0 30 MT/mon
th
30 MT/mon
th
Collection, Storage, Transportation, Disposal at TSDF at BEIL
10 Fly ash - 0 840 MT/mon
th
840 MT/mon
th
Collection, Storage, Transportation, Disposal at fly ash handlers
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In addition to the provision of above, we will ensure proper management for hazardous
waste as below:
Transportation of hazardous waste to the TSDF Site will be governed as per the guidelines
and accompanied with Form-13.
Annual returns of the disposal of wastes in Form-4 will be uploaded online and submitted
regularly to the local office of the GPCB.
3.9.4 NOISE CONTROL & ODOUR
The major noise generating installation will be the D.G. Set. However DG Set will be
provided with Canopy for control of Noise pollution. Ear plugs will also be provided to
the operating personnel in boiler room.
The following steps will be taken for odour control.
Raw-material feeding will be carried out by pumps.
All reactions will be taken in closed reactor loop system.
Roof top ventilation will be provided in the entire plant area.
Regular monitoring will be done of piping and fittings for checking of any leakages.
3.9.5 STORAGE, HANDLING AND TRANSPORT OF HAZARDOUS CHEMICALS
The storage and mode of transport of chemicals is done as per detailed MSDS and
Chemical hazards guide (NIOSH) for the hazardous chemicals.
3.9.6 HEALTH AND SAFETY MEASURES
Physical hazards may manifest as fires, explosions, excessive temperatures, or the release
of large volumes of gas or toxic or flammable gases or vapors. According to Schedule 2 & 3
of MSIHC Rules.
Moreover transport activity will be through drums, so there will be manual loading and
unloading and no unloading through pipe at the site. Hence, the risk of static charge
generation during transfer of such chemicals is not significant.
Below mentioned is the summary proposed safety measures to be taken at site for control
of anticipated hazard.
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4.0 SITE ANALYSIS
4.1 CONNECTIVITY
Jhagadia GIDC industrial estate (chemical zone, engineer zone, service cum commercial
zone) is spread over large area in close proximity to State Highway No. 6. National
highway 8 passes through the district connecting it with Ahmedabad (182 km) and
Mumbai (402 km). The Jhagadia is located at 20 km distance from Bharuch Railway
station. The nearest domestic airport Vadodara is at an approx distance 116 km from
Jhagadia. The nearest International airport Ahmedabad is at a distance 250 km.
4.2 LAND USE AND LAND OWNERSHIP
The proposed installation of co-gen project site is located at Plot no. 758/1, 2 & 3, GIDC
Estate, Jhagadia, District: Bharuch, Gujarat. The plot had been purchased by M/s. Aarti
Industries Ltd. (Unit-I) from GIDC. The total plot area of the unit is 51,071 sq. m.
4.3 LAND USE
The proposed installation of co-gen project site is located at Plot no. 758/1, 2 & 3, GIDC
Estate, Jhagadia, District: Bharuch, Gujarat. The plot is notified by GIDC for industrial
purpose.
4.4 EXISTING INFRASTRUCTURE
The plant is located in a well-developed industrial zone, which will have all essential
facilities such as internal roads, arrangement for supply of water and power to industries,
effluent disposal facilities etc.
4.5 CLIMATE DATA
Vadodara is the nearest meteorological observatory station to the project site. The various
meteorological details of Vadodara station for the year of March, 2014 to May, 2014 are
given in below table-14.
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TABLE: 13
DETAILS OF THE METEOROLOGICAL CONDITIONS (MARCH TO MAY, 2014).
Month
(2014)
Temperature(oC) Humidity (%) Rain fall
(mm)
Maximum Minimum Maximum Minimum Maximum
March 38.2 14.8 84 13 0
April 47.8 22.8 86 14 0
May 42.4 27.2 83 15 0.8
(Data from Indian Meteorological Department, Baroda)
Based on the above metrological data, wind rose has been prepared for the summer
season period from March 2014 to May 2014. As per the metrological data, it shows that
the average wind speed in March, April, and May 2014 is 2.76 m/s with wind direction
blowing to NE.
The wind rose prepared from same data is shown at Figure 4.
FIGURE: 4
WIND ROSE DIAGRAM
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4.6 SOCIAL INFRASTRUCTURE
There are 41 villages in Jhagadia Taluka. Population density and sex ratio of Jhagadia
Taluka was reported 212 persons/sq.km. and 937 females per 1000 males respectively in
2001 census report. Total literacy of Jhagadia Taluka was found 65.92 %.The basic
amenities like primary and secondary education schools, community health workers,
primary health sub centre, private practitioners, primary health centre, maternity and
child welfare, dispensaries, T.B clinic, family welfare centre, hospital, drinking water,
transportation facilities, electricity , telephone etc. are available.
5.0 PLANNING BRIEF
5.1 PLANNING CONCEPT
Details will be covered in EIA report.
5.2 POPULATION PROJECTION
Population of Jhagadia Taluka was reported to be 185337 in 2011, Census. Entire Jhagadia
area is all set for massive industrialization. There is large scale migrant population is
anticipated in this area. The proposed project is relatively small in size and will be
employing Around 300 skilled and unskilled people .Almost 80% of this will be selected
from local people. Even though the population of Jhagadia Taluka will have some increase
due to this project.
5.3 LAND USE PLANNING
Details will be covered in EIA report.
5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND
The M/s. Aarti Industries Ltd.(Unit-I) is getting water from GIDC water supply scheme. So
there will be no additional stress on ground water resources and there will be no adverse
effect on the ground water resources available in the nearby area.
The unit is using 4000 KW connected load from DGVCL The transportation facilities will
also expect to improve due to increase in the movement of workers and raw material and
finished products.
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5.5 AMENITIES
All of the villages have primary schools, 4 villages have both primary and secondary
education schools. 10 villages have adult education facility, 1 villages has higher
secondary and intermediate. There is no training school in any village. 10 villages have
other education institution.
35 villages have community health workers, 15 villages have primary health sub
centre, 5 villages have registered private practitioners while 4 villages have family
planning centre, 1 village has primary health centre. 1 maternity home, 1 child welfare
centers, 1 dispensary and one hospital are also available in the impact zone.
Primary source of water in villages are tap and well. Tank and hand pump are also
used in the villages.
Villages are connected with paved road. Bus is the main source of transportation.
Broad guage rail line conversion work is under progress.
Most of the villages have post office and phones.
All the villages have availability of electricity supply.
The villages have connectivity of mobile phone facility.
All the surrounding area is covered with 108 emergency facilities.
Source: 2011, Census.
6.0 PROPOSED INFRASTRUCTURE
6.1 PROCESSING AREA
The process area will cover plant area, raw material storage area, Hazardous waste storage
area, ETP, utilities etc. The process area covered by the unit at ground level will be 25345
sq. m.
6.2 GREEN BELT
Out of the total land area of 51071 sq. m. approximately 23 % will be utilized for green belt
development.
The proposed greenbelt area is 11815 sq. m.
6.3 SOCIAL INFRASTRUCTURE
The availability of basic amenities is covered as under:
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Training & Education: All the employees will be trained and educated periodically
about the hazardous nature of chemicals used in the process. Also, training for fire
fighting, work permits system, first aid, safe handling of hazardous chemicals and
integrating safety, in all activities.
Medical facility: Pre-employment medical checkup at the time of employment. In order
to safe guard the health of the employees, all the employees undergo periodic health
checkup.
Drinking water: There will be provision of Aqua Guard/R.O. at different places to
provide purified water for drinking purpose.
Transportation: The unit will provide basic transportation facility for workers.
Telegraph & Post: There will be provision of telephone, mobile, fax & internet facility.
Power supply: There is connected load of 4000 KW from DGVCL.
6.5 CONNECTIVITY
The unit will be connected to main towns- Jhaghadia, Ankleshwar and Bharuch – located
within 20 Km of the site. There will be provision of transportation of workers from
Ankleshwar and Bharuch railway station.
6.6 DRINKING WATER MANAGEMENT
Average daily water consumption of unit will be 10 KL/Day for domestic purpose. The
entire water requirement will be meeting through GIDC water supply system.
6.7 SEWERAGE SYSTEM
Average daily water consumption of unit will be 25 KL/day for domestic purpose. The
entire water requirement will be meeting through GIDC water supply system.
6.8 INDUSTRIAL WASTE MANAGEMENT
The hazardous waste management and disposal is shown in table 12.
6.9 SOLID WASTE MANAGEMENT
The record of non hazardous solid waste like, Fiber board drum, wooden waste etc. will be
mentioned.
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7.0 REHABILITATION AND RESETTLEMENT(R &R) PLAN
The proposed project is located in Jhagadia, Dist. Bharuch. The project site is barren land.
There will be no any human settlement affected by proposed project. So, there is no
requirement of any Rehabilitation & Resettlement Plan.
8.0 PROJECT SCHEDULE & COST ESTIMATES
8.1 PROJECT IMPLEMENTATION SCHEDULE
TABLE 14
PROJECT IMPLEMENTATION SCHEDULE
Project implementation schedule after getting NOC from GPCB
Sr.
No.
Activity Required Period
1. Civil work Immediately after getting NOC
2. Procurement of
machinery
1 month after getting NOC
3. Erection & installation of
machinery
Immediately after competition of activity no.2
4. Trial of machinery &
equipments
Within 1 months after competition of activity no.3
5. Commercial activity 1 months after competition of activity no. 4
8.2 ESTIMATED PROJECT COST
Details are already covered in table -4.
9.0 ANALYSIS OF PROPOSAL
All the manpower is utilized from local region around Jhagadia. Company shall also try to
provide indirect employment opportunities by availing local contract services during
transportation during operational phase.
The company intends to donate 5 % of the profit to agencies like NGOs or social welfare
societies for projects carried out in nearby village for their welfare and upliftment.