01.Project feasibility report
Transcript of 01.Project feasibility report
1
PRE FEASIBILITY REPORT
FOR
PROPOSED SYNTHETIC ORGANIC CHEMICALS &
PESTICIDE INTERMEDIATES MANUFACTURING
of
M/S PRAGNA CHEM TECH PVT LTD
PLOT NO. 707-D, GIDC ESTATE, ANKLESHWAR, DIST:
BHARUCH-393002
2
CONTENTS
Sr.
No.
Description Page No.
1. Executive Summary 3
2. Introduction of the Project/Background information 10
3. Project Description 11
4. Site Analysis 27
5. Planning Brief 29
6. Proposed Infrastructure 35
7. Rehabilitation and resettlement (R & R) Plan 36
8. Project Schedule & Cost Estimates 36
9. Analysis of Proposal (Final Recommendations) 37
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1.0 EXECUTIVE SUMMARY
1.1 COMPANY PROFILE
INTRODUCTION
M/S. Pragna Chem Tech Pvt Ltd., Proposed Synthetic Organic Chemicals & Pesticide
Intermediates Manufacturing Plant at Plot No.707-D, Ankleshwar GIDC Estate, Anklshwar,
Bharuch, Gujarat, India
1.2 PROJECT DETAILS
Groups Sr.
No.
Product Name CAS NO. Qty In
Mt/M
onth
Category LD50
Group-
A
1 6-chloro, 2-nitro toluene and 4-
chloro, 2-nitro toluene
-- 50 -- --
1.1 6-chloro, 2-nitro toluene 83-42-1 5(f)-
Synthetic
Organic
Chemical
--
1.2 4-chloro, 2-nitro toluene 89-59-8 5(f)-
Synthetic
Organic
Chemical
--
Group-
B
2 6-chloro 2-amino toluene 87-63-8 20 5(f)-
Synthetic
Organic
Chemical
--
2.1 6-chloro 2-amino toluene 5(f)-
Synthetic
Organic
Chemical
--
3 4-chloro 2-amino toluene 95-69-2 5(f)-
Synthetic
Organic
Chemical
--
3.1 4-chloro 2-amino toluene 5(f)-
Synthetic
Organic
Chemical
--
Group-
C
4 1-nitro anthraquinone - 150 5(f)-
Synthetic
1050
mg/kg
4
Organic
Chemical
5 1-amino anthraquinone 82-45-1 5(f)-
Synthetic
Organic
Chemical
1600
mg/kg
6 Bromamine acid 116-81-4 5(f)-
Synthetic
Organic
Chemical
3480
mg/kg
Group-
D
7 4-bromo-1-methyl amino
anthraquinone
128-93-8 50 5(f)-
Synthetic
Organic
Chemical
--
8 4-bromo N-Methyl-1,9-
anthrapyridone
6911-87-1 5(f)-
Synthetic
Organic
Chemical
--
9 1,5- di chloroanthraquinone 82-46-2 5(f)-
Synthetic
Organic
Chemical
--
Group-
E
10 Meta chloro aniline 106-47-8 20
5(f)-
Synthetic
Organic
Chemical
100 mg/k
11 Fast red B Base and Fast Scarlet R
Base.
--- -- --
11.
1
Fast red B Base 97-52-9 5(f)-
Synthetic
Organic
Chemical
5000mg/kg
11.
2
Fast Scarlet R Base. 99-59-2 5(f)-
Synthetic
Organic
Chemical
1600
mg/kg
12 Bordeaxu GP. 96-96-8 5(f)-
Synthetic
Organic
Chemical
2000
mg/kg
Group-
F
13 Itacomic anhydride 2170-03-8 10 5(f)-
Synthetic
Organic
2969
mg/kg
5
Chemical
14 Tris
(hydroxymethyl)aminomethane
77-86-1 5(f)-
Synthetic
Organic
Chemical
5900
mg/kg
Group-
G
15 Meta phenylenediamine 108-45-2 100
5(f)-
Synthetic
Organic
Chemical
1100
mg/kg
16 2-chloro-4-flouro-5-nitro benzyl
chloride
120890-
66-6
5(f)-
Synthetic
Organic
Chemical
--
17 3-(bromomethyl)-2-chloro-4-
(methyl sulfonyl)benzoic acid
120100-
05-2
5(f)-
Synthetic
Organic
Chemical
--
Group-
H
18 4-chloro-3-ethyl-1-methyl-N-[4-
(4-methylphenoxy)benzyl]-1H-
pyrazole-5-carboxamide
129558-
76-5
20 5(b)-
Pesticide
Intermedia
tes
--
19 2-chloro-4-(methylsulfonyl)-3-
[(tetrahydrofuran-2-yl methoxy)
methyl]benzoic acid
120100-
77-8
5(b)-
Pesticide
Intermedia
tes
--
20 N,N’[piperazine-1,4-diy[bis(2,2,2-
trichloroethane-1,1-
diyl)]diformamide (PITR)
122-96-3 5(b)-
Pesticide
Intermedia
tes
--
21 Anthraquinone 84-65-1 100 5(f)-
Synthetic
Organic
Chemical
--
22 Alphamethyl Benzyl Amine
618-36-0 50 5(f)-
Synthetic
Organic
Chemical
--
23 Quinizarine 81-64-1 20 5(f)-
Synthetic
Organic
Chemical
5000
mg/kg
24 R & D -- 1 -- --
Total 591
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1.3 GREEN BELT DEVELOPMENT
Total 6144 m2
land area is available at site; out of this area about 2028 sq. meter (33 %) area
will be covered as greenbelt and other forms of greenery.
1.4 POWER & FUEL REQUIREMENT
Power requirement:
Power requirement from DGVCL is 2000 KVA.
D.G. Set: 4 No.: 500 KVA in emergency case only.
Fuel Requirements
Natural Gas: 1500 SCM/Day
LDO : 0.1 KL/Hr
Coal/Briquettes: 13 Mt/Day or 17 Mt/Day
Diesel: 240 Lit/Hr
1.5 WATER REQUIREMENT AND WASTEWATER GENERATION & TREATMENT
Source of water will be met through GIDC Water Supply. Total water requirement
will be 207 m3/day). Total 171.5 m3/day (167.5 m
3/day Industrial + 4.0 m
3/day
Domestic ) of effluent will be generated.
40 m3/day of low COD/TDS effluent will be treated in ETP, and then treated effluent
will be sent to GIDC drain for the final disposal.
106 m3/day of high COD/TDS effluent along with 4 m3/day RO reject shall be
treated in ETP and sent to Common MEE.
16 m3/day of utility effluent (Boiler Blow down, Cooling, Washing) will be treated in
Primary ETP and passed through RO. 12 m3/day RO permeate will be reused within
the premises.
5.5 m3/day - Scrubber wastewater will be partly reused and partly sold under rule-9
permission.
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1.6 AIR POLLUTION SOURCE AND CONTROL MANAGEMENT
The source of air pollution due to the project will be Flue gas emission & Process Vents.
Particulars Stack
Height
Fuel Used
With Qty.
Air Pollution
Control
Measures
Parameter Permissible
Limit
Steam Boiler-1
(Capacity: 850 Kg/Hrs.)
20 M Natural Gas=
1500 SCM/Day
Or
LDO = 0.1
KL/Hr
Adequate Stack
Height
SPM
SO2
NOx
150 MG/NM3
100 ppm
50 ppm
Steam Boiler-2
(Capacity: 3 TPH
& 2 TPH)
30 M
Imported
Coal= 6
MT/Day
Or
Briquette= 7
MT/Day
Multicyclone
Separator With
Bag Filter+
Scrubber
SPM
SO2
NOx
150 MG/NM3
100 ppm
50 ppm
Thermic fluid heater
(Capacity: 10 lakh
kcal/hr.)-2 Nos.
30 M Imported
Coal= 7
MT/Day
Or
Briquette = 10
MT/Day
Multicyclone
Separator With
Bag Filter+
Scrubber
SPM
SO2
NOx
150 MG/NM3
100 ppm
50 ppm
DG Set (500 KVA-4 Nos)
in emergency case only
12 M Diesel= 240
Liters/Day
Adequate Stack
Height
SPM
SO2
NOx
150 MG/NM3
100 ppm
50 ppm
DETAILS OF PROCESS GAS EMISSION
Particulars Stack height Parameter Air Pollution Control
Measure
Process Vent -1
(Product No.:10)
11 Meters HCl & Cl2 Two Stage Water Scrubber +
One stage Alkali Scrubber
Process Vent-2
(Product No.:19)
11 meters HBr Two Stage Alkali Scrubber
Process Vent-3
(Product No. 6)
11 meters NOx Two Stage Alkali scrubber
Process Vent-4
(Product No.:15)
11 meters SO2 Two Stage Alkali scrubber
Process Vent-5
(Product No.:18)
11 meters HCL
SO2
Two Stage Water + Alkali
Scrubber
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1.7 HAZARDOUS WASTE MANAGEMENT
Sr.
No.
Type of
Waste
Source of
Generation
Category Proposed
Quantity
(Mt/Annum)
Disposal Method
1 ETP Sludge ETP Sch -I
(35.3)
1359 Collection, storage,
transportation and dispose
common TSDF site.
2 Discarded
Drums/Bags/
Liners
Storage &
Handling of Raw
Materials
Sch -I
(33.1)
243 Collection, decontamination,
storage, transportation, & sale
to GPCB approved
recyclers/vendors.
3 Used Oil Equipment &
Machineries
Sch -I (5.1) 0.2 KL Collection, storage,
transportation & sale to GPCB
approved recyclers or use as
lubricant within unit’s
premises. 4 Spent
Catalyst Process Sch -I
(26.3)
250 Collection, storage,
transportation and sent to
registered regenerator having
rule-9 permission. 5 Organic
Residue
Process Sch -I
(26.1)
1856 Collection, storage,
transportation and sent to co-
processing /Preprocessing/
CHWIF. 6 Distillation
residue
Process Sch -I
(26.1)
990
7 Off
Specification
Product
Process (Batch
Failure)
Sch -I
(26.4)
24
8 HCL (30%
Solution)
Process (From
Product No. 1,
10) & Scrubber
Sch-II-
Class- B
(15)
684 & 720 Collection, storage,
transportation and resuse
within premises or sold to end
user having permission under
rule-9.
9 Spent
Sulphuric
Acid (60-70%)
Process
(From Product
No. 6, 8,& 18)
Sch -I
(26.1)
3400 Collection, storage, transport
and will be reuse in the
production of m-Phenylene
Diamine(1500 Mt/Annum)
within premises or sold to end
user having permission under
rule-9
9
10 Spent Solvent Process (From
Product No. 2, 4,
9, 11, 15, 19, 21,
22)
Sch -I
(26.6)
44714 Collection, storage, distill
inhouse and reuse within plant
premises or sold to end user
having permission under rule-9
11 Spent Sodium
Nitrite
Process (From
Product No. 15)
& Scrubber
Sch -I
(26.1)
520 & 180 Collection, storage,
transportation and sold to end
user having permission under
rule-9.
12 Spent Acetic
Acid
Process (From
Product No. 8)
Sch -I
(26.1)
137 Collection, storage,
transportation and sold to end
user having permission under
rule-9.
13 NaBr/HBr
Solution
Process (From
Product No.
7&19) &
Scrubber
Sch -I
(26.1)
3996 & 648 Collection, storage,
transportation and sold to end
user having permission under
rule-9.
14 Sodium
Sulfite(20%
Solution)
Process
(From Product
No.15)&
Scrubber
Sch -I
(26.1)
210 & 252 Collection, storage,
transportation and sold to end
user having permission under
rule-9.
15 NaHs
Solution
(40%
Solution)
Process
(From Product
No. 6)
Sch -I
(26.1)
1133 Collection, storage,
transportation and sold to end
user having permission under
rule-9.
16 Inorganic salt Process
(From Product
No.16)
Sch -I
(26.1)
92 Collection, storage,
transportation and dispose
common TSDF site.
17 PAC (5-10 %
Solution)
Process
(From Product
No. 19)
Sch-I/
(26.1)
1534 Collection, Storage,
Transportation and sold to end
user having permission under
rule-9.
18 Waste from
containment
/ clean-up of
spills.
-- Sch-I/
26.1
5 SEND for Disposal at co-
processing/preprocessing/
CHWIF
19 Contaminate
d Cotton
Waste,
Containers,
liners
-- Sch-I/
26.1
10 Send for Disposal at CHWIF
10
2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION
2.1 IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT. IN CASE OF MINING
PROJECT, A COPY OF MINING LEASE/LETTER OF INTENT SHOULD BE GIVEN.
IDENTIFICATION OF THE PROJECT
Proposed Synthetic Organic chemicals & Pesticide Intermediates manufacturing Plant.
IDENTIFICATION OF THE PROJECT PROPONENT
Presently following are the Directors of the company:-
1. Mr. Maheshbhai J. Patel
2. Mr. Sitaram N. Patel
3. Mr. Jigneshkumar K. Patel
4. Mr. Dipakkumar S. Patel
5. Mr. Bhavikkumar M.Patel
2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT
Proposed Synthetic Organic chemicals & Pesticide Intermediates manufacturing Plant.
2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND OR REGION
The objective is to be achieved by:
Consolidating Business.
By constantly upgrading the product range.
Continuously reducing the Costs & improving Quality.
To generate local employment
Waste
insulation
and lining
material
-- Sch-I/
26.1
30 Send for Disposal at CHWIF
Used PPE -- Sch-I/
26.1
5 Send for Disposal at CHWIF
Non-Hazardous waste
20 Fly Ash Utility -- 216 Collection, storage,
transportation and sell to
brick manufacturer.
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2.4 DEMANDS-SUPPLY GAP
Based on our informal survey of the market with our current customers and various traders,
we have found that there is a big potential for the range of the products we are planning.
These products will be an addition to the current range of our products.
2.5 IMPORTS VS. INDIGENOUS PRODUCTION
Based on the current cost of indigenous raw materials and the non availability of some
materials, we will have to import some of the key raw materials as they are not available
indigenously. This will make us very competitive against imported finished products and we
will be able to increase the export of our finished products.
2.6 EXPORT POSSIBILITY
There is export potential of our proposed products.
2.7 DOMESTIC/EXPORT MARKETS
There is export potential as well as demand in local market.
2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO PROJECT.
Employment would be as per prevailing norms of state government for skilled and unskilled
people for the proposed project. (Total 80 employment will be generated for the proposed
project )
3.0 PROJECT DESCRIPTION
3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY.
Proposed Synthetic Organic chemicals & Pesticide Intermediates manufacturing Plant.
Category: A-5(f) & 5(b)
12
3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION AND PROJECT
BOUNDARY & PROJECT SITE LAYOUT) WITH COORDINATES.
MAP SHOWING GENERAL LOCATION
13
LAYOUT
14
3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE
PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE INTO
SHOULD BE HIGHLIGHTED.
Major factors involved in the selection of site are listed below:
Site is very well connected by road
Proximity to Raw Material suppliers
Availability of sufficient land free from cultivation
Availability of power evacuation facilities
Availability of water for industrial use
Modern infrastructure support and amenities at par with industrial estates in other global
markets, including:
Efficient transport facilities within the industrial estate and to & fro the city area.
Environment-friendly zone.
Uninterrupted power supply.
3.4 SIZE OR MAGNITUDE OF OPERATION
Please refer Annexure-I of Form-I.
3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/FLOW
CHART SHOWING THE PROJECT LAYOUT, COMPONENTS OF THE PROJECT ETC. SHOULD BE
GIVEN)
Please refer Annexure-III in Form-I.
3.6 RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE,
MARKETING AREA OF FINAL PRODUCTS. MODE OF TRANSPORT OF RAW MATERIALS AND
FINISHED PRODUCTS.
Sr.
No.
Product Name Raw Material Cas no. Qty
(Mt/Mont
h)
Source Mode
of
Transp
ort
Type of
Linkage
Distanc
e of
source
from
15
project
site
(KM)
1 6-chloro 2-
nitro toluene
and 4-chloro 2-
nitro toluene
o-Nitro Toluene 88-72-2 62.50 Local
Market
Road 100 Open
Market
Chlorine 7782-50-5 34.38 Local
Market
Road 25 Open
Market
FeCl3 7705-08-0 1.00 Local
Market
Road 25 Open
Market
2 6-chloro 2-
Amino toluene
6-chloro 2-nitro
toluene
83-42-1 25.00 Local
Market
Road 50 Open
Market
Sodium
hydrogen
Sulphide (40%)
207683-
19-0
29.17 Local
Market
Road 50 Open
Market
Emlusifier 68476-34-
6
0.25 Local
Market
Road 50 Open
Market
2.1 6-chloro 2-
Amino toluene
6-chloro 2-nitro
toluene
83-42-1
25.00 Local
Market
Road 50 Open
Market
Raney Nickel
12003-78-
0
1.75 Local
Market
Road 20 Open
Market
Methanol 67-56-1 125.00 Local
Market
Road 200 Open
Market
3 4-chloro 2-
Amino toluene
4-chloro 2-nitro
toluene
89-59-8 25.00 Local
Market
Road 50 Open
Market
Raney Nickel
12003-78-
0
1.75 Local
Market
Road 20 Open
Market
Methanol 67-56-1 125.00 Local
Market
Road 20 Open
Market
3.1 4-chloro 2-
Amino toluene
4-chloro 2-nitro
toluene
89-59-8 25.00 Local
Market
Road 50 Open
Market
Sodium
hydrogen
Sulphide (40%)
207683-
19-0
29.17 Local
Market
Road 25 Open
Market
Emlusifier 68476-34-
6
0.25 Local
Market
Road 50 Open
Market
4 1-Nitro
Anthraquinone
Antheaquinone 84-65-1 176.47 Local
Market
Road 100 Open
Market
Nitric acid (98%) 7697-37-2 441.18 Local Road 20 Open
16
Market Market
C.S.Lye (48%) 1310-73-2 146.47 Local
Market
Road 20 Open
Market
Sodium Sulphite 7757-83-7 74.12 Local
Market
Road 20 Open
Market
Di Chloro
Methane
75-09-2 1337.65 Local
Market
Road 50 Open
Market
Sulphuric acid
(98 %)
7664-93-9 882.35 Local
Market
Road 20 Open
Market
5 1-Amino
Anthraquinone
Antheaquinone 84-65-1 166.67 Local
Market
Road 100 Open
Market
Nitric Acid (98
%)
7697-37-2 416.67 Local
Market
Road 20 Open
Market
Sulphuric acid 1310-73-2 833.33 Local
Market
Road 20 Open
Market
Sodium Sulphite 7757-83-7 70.00 Local
Market
Road 25 Open
Market
Di Chloro
Methane
75-09-2 1263.33 Local
Market
Road 50 Open
Market
Sodium
Hydrogen
Sulphide (40%)
7664-93-9 107.50 Local
Market
Road 25 Open
Market
Emulsifier 68476-34-
6
6.67 Local
Market
Road 50 Open
Market
6 Bromamine
Acid
Antheaquinone 84-65-1 187.50 Local
Market
Road 100 Open
Market
Nitric acid (98%) 7697-37-2 187.50 Local
Market
Road 20 Open
Market
C.S.Lye (48%) 1310-73-2 168.75 Local
Market
Road 20 Open
Market
Sodium Sulphite 7757-83-7 78.75 Local
Market
Road 25 Open
Market
Di Chloro
Methane
75-09-2 1421.25 Local
Market
Road 50 Open
Market
NaHS (28-30%) 7664-93-9 120.94 Local
Market
Road 20 Open
Market
Emulsifier 68476-34-
6
7.50 Local
Market
Road 50 Open
Market
20 % Oleum 8014-95-7 166.88 Local
Market
Road 20 Open
Market
Sodium Sulphate 7757-82-6 150.00 Local
Market
Road 25 Open
Market
Iodine 7553-56-2 1.88 Local Road 20 Open
17
Market Market
Bromine 7726-95-6 50.63 Local
Market
Road 20 Open
Market
Carbon 7440-44-0 7.50 Local
Market
Road 20 Open
Market
Sulphuric Acid
(98%)
7664-93-9 937.50 Local
Market
Road 20 Open
Market
7 4-Bromo-1-
methyl amino
anthraquinone
1-Nitro
Anthraquinone
82-34-8 48.00 Local
Market
Road 50 Open
Market
Mono Methyl
Amine
74-89-5 12.00 Local
Market
Road 50 Open
Market
Toluene 108-88-3 50.00 Local
Market
Road 20 Open
Market
Sodium
Hydroxide
1310-73-2 27.00 Local
Market
Road 20 Open
Market
Hydrochloric
acid
7647-01-0 110.00 Local
Market
Road 20 Open
Market
Bromine 7726-95-6 26.00 Local
Market
Road 20 Open
Market
8 4-Bromo N-
Methyl-
1,9Anthrapyrid
one
4-Bromo 1-
Methylamino
Anthraquinone
128-93-8 60.00 Local
Market
Road 50 Open
Market
Acetic Anhydride 108-24-7 100.00 Local
Market
Road 20 Open
Market
2% NaOH
Solution
1310-73-2 520.00 Local
Market
Road 20 Open
Market
Sulphuric Acid 7664-93-9 290.00 Local
Market
Road 20 Open
Market
9 1,5- di chloro
anthraquinone
Anthraquinone 84-65-1 77.64 Local
Market
Road 100 Open
Market
Oleum(65%) 8014-95-7 131.99 Local
Market
Road 25 Open
Market
Sodium
Hydroxide
1310-73-2 31.06 Local
Market
Road 20 Open
Market
Sulphuric acid 7664-93-9 36.80 Local
Market
Road 20 Open
Market
Dichloro
benzene
95-50-1 38.82 Local
Market
Road 50 Open
Market
Sodium Chloride 7647-14-5 18.01 Local
Market
Road 20 Open
Market
Sodium chlorate 7775-09-9 16.46 Local Road 20 Open
18
Market Market
10 Meta Chloro
Aniline
Nitro Benzene 98-95-3 20.00 Local
Market
Road 35 Open
Market
Chlorine Gas 7782-50-5 12.00 Local
Market
Road 20 Open
Market
Methanol 67-56-1 100.00 Local
Market
Road 20 Open
Market
Raney Nickel
12003-78-
0
2.00 Local
Market
Road 20 Open
Market
Hydrogen Gas 1333-74-0 5.00 Local
Market
Road 30 Open
Market
11 Fast Red B
Base and Fast
Scarlet R Base
Ortho Anisidine 90-04-0 18.69 Local
Market
Road 100 Open
Market
Acetic anhydride 108-24-7 15.89 Local
Market
Road 50 Open
Market
Nitric Acid 7697-37-2 17.66 Local
Market
Road 25 Open
Market
Di Chloro
Methane
75-09-2 69.91 Local
Market
Road 50 Open
Market
Sodium
Hydroxide
1310-73-2 12.21 Local
Market
Road 20 Open
Market
Sulphuric acid 7664-93-9 5.61 Local
Market
Road 20 Open
Market
12 Fast Bordeaux
GP Base
Pera Anisidine 104-94-9 16.96 Local
Market
Road 50 Open
Market
Acetic anhydride 108-24-7 15.26 Local
Market
Road 50 Open
Market
Nitric Acid 7697-37-2 25.44 Local
Market
Road 20 Open
Market
Di Chloro
Methane
75-09-2 67.84 Local
Market
Road 50 Open
Market
Sodium
Hydroxide
1310-73-2 6.36 Local
Market
Road 20 Open
Market
Acetic acid 64-19-7 15.22 Local
Market
Road 20 Open
Market
13 Itaconic
Anhydride
Citric Acid
Monohydrate
5949-29-1 20.83 Local
Market
Road 100 Open
Market
14 Tris(Hydroxym
ethyl)aminome
thane
Nitro Methane 75-52-5 5.75 Local
Market
Road 100 Open
Market
Formaldehyde 50-00-0 8.62 Local Road 75 Open
19
Market Market
Sodium
Hydroxide
1310-73-2 3.70 Local
Market
Road 20 Open
Market
Methanol 67-56-1 63.22 Local
Market
Road 20 Open
Market
Di Chloro
Methane
5949-29-1 0.39 Local
Market
Road 50 Open
Market
Hydrogen Gas 1333-74-0 0.18 Local
Market
Road 35 Open
Market
Raney Nickel
12003-78-
0
1.39 Local
Market
Road 20 Open
Market
Hydrochloric
Acid
7647-01-0 1.15 Local
Market
Road 20 Open
Market
15 m-Phenylene
Diamine
Nitro Benzene 98-95-3 156.25 Local
Market
Road 25 Open
Market
Nitric Acid 7697-37-2 93.75 Local
Market
Road 20 Open
Market
Spent Acid 7697-37-2 234.38 Local
Market
Road 20 Open
Market
Soda Ash 497-19-8 9.38 Local
Market
Road 20 Open
Market
Sodium Sulphite
Solution
7757-83-7 28.13 Local
Market
Road 20 Open
Market
Methanol 67-56-1 781.25 Local
Market
Road 20 Open
Market
Raney Nickel 12003-78-
0
15.63 Local
Market
Road 20 Open
Market
Hydrogen Gas 1333-74-0 11.25 Local
Market
Road 35 Open
Market
16 2 Chloro 4
Flouro 5 Nitro
Benzyl chloride
2- -fluoro-1
trichloroethyle
benzene
79-01-6 104.56 Local
Market
Road 75 Open
Market
Oleum 8014-95-7 179.61 Local
Market
Road 20 Open
Market
Nitric Acid 7697-37-2 83.76 Local
Market
Road 20 Open
Market
Sodium
Carbonate
91.47 Local
Market
Road 20 Open
Market
Methanol 67-56-1 140.19 Local
Market
Road 20 Open
Market
17 3-
(bromomethyl)
2-chloro-6-
methylthiotolue
82961-52-
2
53.50 Local
Market
Road 55 Open
Market
20
-2-chloro-4-
(methyl
sulfonyl)benzoi
c acid
ne
Methanol/EDC 67-56-1 1200.00 Local
Market
Road 20 Open
Market
Acetyle Chloride 75-36-5 250.00 Local
Market
Road 20 Open
Market
Aluminium
Chloride
7446-70-0 300.00 Local
Market
Road 20 Open
Market
Bromine 7726-95-6 490.00 Local
Market
Road 20 Open
Market
Hydrogen
Peroxide
7722-84-1 315.00 Local
Market
Road 20 Open
Market
Sodium Peroxide 1313-60-6 50.00 Local
Market
Road 35 Open
Market
ODCB 95-50-1 1000.00 Local
Market
Road 35 Open
Market
18 4-chloro-3-
ethyl-1-
methyl-1H-
pyrazole-5-
carboxylic acid
1-[4-(4-
methylphenoxy)
phenyl]methana
mine
hydrochloride
262862-
66-8
14.01 Local
Market
Road 40 Open
Market
Toluene 108-88-3 83.97 Local
Market
Road 20 Open
Market
Thionyl Chloride 7719-09-7 8.17 Local
Market
Road 20 Open
Market
DMF 4637-24-5 0.20 Local
Market
Road 20 Open
Market
NaoH (25%
Solution)
1310-73-2 24.17 Local
Market
Road 20 Open
Market
Hexane 110-54-3 58.85 Local
Market
Road 20 Open
Market
Hydrochloric
Acid
7647-01-0 5.01 Local
Market
Road 20 Open
Market
19 2-chloro-4-
(methylsulfony
l)-3-
[(tetrahydrofur
an-2-yl
methoxy)
methyl]benzoi
c acid
1-chloro2-
methyl-3-
(methylsulfanyl)
benzene
82961-52-
2
12.63 Local
Market
Road 100 Open
Market
21
Di chloro ethane
107-06-2 101.07 Local
Market
Road 50 Open
Market
Alluminium
Chloride
7446-70-0 12.63 Local
Market
Road 20 Open
Market
Acetyl Chloride
75-36-5 6.70 Local
Market
Road 20 Open
Market
Hydrochloric
Acid
7647-01-0 48.38 Local
Market
Road 20 Open
Market
Sodium
Carbonate
497-19-8 3.78 Local
Market
Road 20 Open
Market
Sodium Chloride
7647-14-
5
7.00 Local
Market
Road 20 Open
Market
Methanol
67-56-1 82.35 Local
Market
Road 20 Open
Market
Na2WO42H2O
13472-45-
2
0.76 Local
Market
Road 35 Open
Market
31%Hydrogen
Peroxide
7722-84-1 18.82 Local
Market
Road 20 Open
Market
10%Sodium
Hypochloride
7681-52-9 151.71 Local
Market
Road 20 Open
Market
Toluene
108-88-3 219.89 Local
Market
Road 20 Open
Market
Dichloro
Benzene
95-50-1 146.54 Local
Market
Road 20 Open
Market
Bromine
7726-95-6 25.26 Local
Market
Road 20 Open
Market
tetrahydrofuran-
2-ylmethanol
97-99-4 33.40 Local
Market
Road 70 Open
Market
Sodium
Hydroxide
1310-73-2 7.92 Local
Market
Road 20 Open
Market
THF
109-99-9 21.68 Local
Market
Road 20 Open
Market
20 N,N’[piperazin
e-1,4-
diy[bis(2,2,2-
trichloroethan
e-1,1-
diyl)]diformam
ide (PITR) Formaldehyde
50-00-0 4.783 Local
Market
Road 35 Open
Market
Trichloro
acetaldehyde
75-87-6 16.130 Local
Market
Road 60 Open
Market
n-butyl acetate
123-86-4 20.696 Local
Market
Road 60 Open
Market
22
Phosphorous
trichloride
7719-12-2 5.261 Local
Market
Road 70 Open
Market
Piperazine
110-85-0 4.391 Local
Market
Road 70 Open
Market
30 % Sodium
Hydroxide
310-73-2 23.130 Local
Market
Road 20 Open
Market
21 Anthraquinone Anthracene 120-12-7 90.91
Local
Market
Road 40 Open
Market
Acetic Acid 64-19-7 454.55
Local
Market
Road 20 Open
Market
Cromium
Trioxide 1333-82-0 204.00
Local
Market
Road 45 Open
Market
22 Alphamethyl
Benzyl Amine Acetophenone 98-86-2 104.17
Local
Market
Road 40 Open
Market
Ammonia Gas 7664-41-7 14.58
Local
Market
Road 25 Open
Market
Hydrogen Gas 1333-74-0 2.08
Local
Market
Road 35 Open
Market
Raney Nickel
12003-78-
0 10.42
Local
Market
Road 20 Open
Market
Iso Propyl
Alcohol 67-63-0 416.67
Local
Market
Road 20 Open
Market
23 Quinizarine 4-Chloro Phenol 106-48-9 12.6
Local
Market
Road 50 Open
Market
Phthalic
Anhydride 85-44-9 16
Local
Market
Road 100 Open
Market
20% Oluem 8014-95-7 39.5
Local
Market
Road 20 Open
Market
Boric Acid
10043-35-
3 9
Local
Market
Road 20 Open
Market
Sodium
Hydroxide 1310-73-2 17.75
Local
Market
Road 20 Open
Market
Emulsifier 8012-56-4 1.25
Local
Market
Road 50 Open
Market
3.7 RESOURCE OPTIMIZATION/RECYCLING AND REUSE ENVISAGED IN THE PROJECT, IF
ANY, SHOULD BE BRIEFLY OUTLINED.
Company will explore the possibility of reuse.
23
3.8 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE
SHOULD BE GIVEN.
POWER & FUEL REQUIREMENT
FUEL:
Natural Gas: 1500 SCM/Day
LDO : 0.1 KL/Hr
Coal/Briquettes: 13 Mt/Day or 17 Mt/Day
Diesel: 240 Lit/Hr
ENERGY:
Power requirement from DGVCL is 2000 KVA.
D.G. Set: 4 No.: 500 KVA in emergency case only.
WATER SOURCE
The entire water requirement will be met through GIDC Water Supply.
3.9 QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR
THEIR MANAGEMENT/DISPOSAL.
Source of water will be met through GIDC Water Supply. Total water requirement
will be 207 m3/day). Total 171.5 m3/day (167.5 m
3/day Industrial + 4.0 m
3/day
Domestic ) of effluent will be generated.
40 m3/day of low COD/TDS effluent will be treated in ETP, and then treated effluent
will be sent to GIDC drain for the final disposal.
106 m3/day of high COD/TDS effluent along with 4 m3/day RO reject shall be
treated in ETP and sent to Common MEE.
16 m3/day of utility effluent (Boiler Blow down, Cooling, Washing) will be treated in
Primary ETP and passed through RO. 12 m3/day RO permeate will be reused within
the premises.
5.5 m3/day - Scrubber wastewater will be partly reused and partly sold under rule-9
permission.
24
SOLID WASTE:
Sr.
No.
Type of
Waste
Source of
Generation
Category Proposed
Quantity
(Mt/Annum)
Disposal Method
1 ETP Sludge ETP Sch -I
(35.3)
1359 Collection, storage,
transportation and dispose
common TSDF site.
2 Discarded
Drums/Bags/
Liners
Storage &
Handling of Raw
Materials
Sch -I
(33.1)
243 Collection, decontamination,
storage, transportation, &
sale to GPCB approved
recyclers/vendors.
3 Used Oil Equipment &
Machineries
Sch -I (5.1) 0.2 KL Collection, storage,
transportation & sale to GPCB
approved recyclers or use as
lubricant within unit’s
premises. 4 Spent
Catalyst Process Sch -I
(26.3)
250 Collection, storage,
transportation and sent to
registered regenerator having
rule-9 permission. 5 Organic
Residue
Process Sch -I
(26.1)
1856 Collection, storage,
transportation and sent to co-
processing /Preprocessing/
CHWIF. 6 Distillation
residue
Process Sch -I
(26.1)
990
7 Off
Specification
Product
Process (Batch
Failure)
Sch -I
(26.4)
24
8 HCL (30%
Solution)
Process (From
Product No. 1,
10) & Scrubber
Sch-II-
Class- B
(15)
684 & 720 Collection, storage,
transportation and resuse
within premises or sold to
end user having permission
under rule-9.
9 Spent
Sulphuric
Acid (60-70%)
Process
(From Product
No. 6, 8,& 18)
Sch -I
(26.1)
3400 Collection, storage, transport
and will be reuse in the
production of m-Phenylene
Diamine(1500 Mt/Annum)
within premises or sold to end
user having permission under
rule-9
25
10 Spent Solvent Process (From
Product No. 2, 4,
9, 11, 15, 19, 21,
22)
Sch -I
(26.6)
44714 Collection, storage, distill
inhouse and reuse within
plant premises or sold to end
user having permission under
rule-9
11 Spent Sodium
Nitrite
Process (From
Product No. 15)
& Scrubber
Sch -I
(26.1)
520 & 180 Collection, storage,
transportation and sold to
end user having permission
under rule-9.
12 Spent Acetic
Acid
Process (From
Product No. 8)
Sch -I
(26.1)
137 Collection, storage,
transportation and sold to
end user having permission
under rule-9.
13 NaBr/HBr
Solution
Process (From
Product No.
7&19) &
Scrubber
Sch -I
(26.1)
3996 & 648 Collection, storage,
transportation and sold to
end user having permission
under rule-9.
14 Sodium
Sulfite(20%
Solution)
Process
(From Product
No.15)&
Scrubber
Sch -I
(26.1)
210 & 252 Collection, storage,
transportation and sold to
end user having permission
under rule-9.
15 NaHs
Solution
(40%
Solution)
Process
(From Product
No. 6)
Sch -I
(26.1)
1133 Collection, storage,
transportation and sold to
end user having permission
under rule-9.
16 Inorganic salt Process
(From Product
No.16)
Sch -I
(26.1)
92 Collection, storage,
transportation and dispose
common TSDF site.
17 PAC (5-10 %
Solution)
Process
(From Product
No. 19)
Sch-I/
(26.1)
1534 Collection, Storage,
Transportation and sold to
end user having permission
under rule-9.
18 Waste from
containment
/ clean-up of
spills.
-- Sch-I/
26.1
5 SEND for Disposal at co-
processing/preprocessing/
CHWIF
19 Contaminate
d Cotton
Waste,
Containers,
liners
-- Sch-I/
26.1
10 Send for Disposal at CHWIF
26
3.10 SCHEMATIC REPRESENTATIONS OF THE FEASIBILITY DRAWING WHICH GIVE
INFORMATION OF EIA PURPOSE.
Waste
insulation
and lining
material
-- Sch-I/
26.1
30 Send for Disposal at CHWIF
Used PPE -- Sch-I/
26.1
5 Send for Disposal at CHWIF
Non-Hazardous waste
20 Fly Ash Utility -- 216 Collection, storage,
transportation and sell to
brick manufacturer.
RECONNAISSANCE SURVEY ANNUAL REPORT
MARKET ASSESSMENT
FINANCIAL REPORT
PROJECT REPORT
INTRODUCTION
MONITORING OF AIR, WATER & SOIL QUALITY & NOISE
LEVELS. DATA ON METEOROLOGY SOCIO-ECONOMIC
STATUS & BASIC AMENITIES. SITE VISITS BY AND
INTERVIEWS WITH LOCALS
BASELINE
ENVIRONMENTAL
STATUS
ENVIRONMENTAL INFORMATION CENTRE
CENTRAL GROUND WATER BOARD
GUJARAT POLLUTION CONTROL BOARD (GPCB)
PUBLIC HEALTH ENGINEERING DEPT.
AGRICULTURE DEPARTMENT
FOREST DEPARTMENT
IRRIGATION DEPARTMENT
EMPLOYMENT EXCHANGE
HEALTH CENTER
CENSUS DEPT.
INDIAN METEOROLOGICAL DEPT.
SOCIOECONOMIC
STATUS &
INFRASTRUCTURE
PROPOSED PLANT
FACILITY DESCRIPTION
IMPACTS
METHODOLOGY OF
IMPACT
ASSESSMENT
IDENTIFICATION & ASSESSMENT OF IMPACTS
EVALUATION OF IMPACTS BY MATRIX METHOD
SOURCE OF INFORMATION OVERVIEW OF
E. I. A. STUDIES
ACTIVITIES
ENVIRONMENTAL
MANAGEMENT PLAN
DESCRIPTION OF EFFLUENT TREATMENT PLAN, AIR
POLLUTION CONTROL, HAZARDOUS WASTE
MANAGEMENT, GREEN BELT DEVELOPMENT
MONITORING PROGRAM
RISK ANALYSIS
STUDIES &
DISASTER
MANAGEMENT PLAN
SAFETY, HEALTH & ENVIRONMENTAL POLICY, GUIDELINES BY
DIRECTOR GENERAL OF FACTORY SAFETY, MINISTRY OF LABOR. CONSEQUENCE ANALYSIS
PREPARATION OF DISASTER MANAGEMENT PLAN
27
4.0 SITE ANALYSIS
4.1 CONNECTIVITY
Site is very well connected by road & rail
Availability of power evacuation facilities
Availability of water for industrial use
4.2 LAND FORM, LAND USE AND LAND OWNERSHIP
4.3 TOPOGRAPHY (ALONG WITH MAP)
According to habitat condition and satellite image interpretation there are several classes
derived which shows land use and its pattern in the study area.
The land in this region is very fertile as it being observed in satellite view that the
agriculture practices are the most in this region. Area under agriculture practices is 84% of
the total area where as Scrublands are also there in very minimal as 3 % occupancy in entire
region. Human settlements and Industrial settlements all together occupies 14 % is very less
and scattered manner. Major settlements are situated in Ankleshwar as well as Panoli town
region where industrial area is also present.
The region is having some part of Narmada river, Amravati River and scattered Waterbodies
along with Khadis which are seasonal and hence occupancy of water bodies is 2% of the
total area.
28
4.4 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 THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY,
ECO SENSITIVE AREAS, WATER BODIES (DISTANCE FROM HFL OF THE RIVER), CRZ. IN CASE
OF THE NOTIFIED INDUSTRIAL AREA, A COPY OF THE GAZETTE NOTIFICATION SHOULD BE
GIVEN.
Land use, in general, reflects the human beings activities on land, whereas the word land
cover indicates the vegetation, agricultural and artificial manmade structures covering the
land surfaces. Identification and periodic surveillance of land uses and vegetation covers, in
the vicinity of any developmental activity is one of the most important components for an
environmental impact assessment, which would help determine the impact of the project
development activity on the land use pattern.
Areas Under Different Land use
Courtesy: Akshar Enviromatics, Vadodara
Land use / Land cover
SR.
NO.
LAND USE
CLASSIFICATION
AREA WITHIN 10 KM OF
PROJECT LOCATION
PERCENTAGE OF TOTAL
AREA
1 Agriculture 22938.39 73.01
2 Scrubland 2295.55 7.31
3 Industrial Area 3592.74 11.44
4 Residential Area 1378.23 4.39
5 Mud Flats 44.75 0.14
6 Water body 1167.40 3.72
TOTAL 31416.14 100.00
29
4.5 EXISTING INFRASTRUCTURE
Current Status of the project site (Existing facilities): Unit had constructed godown facilities
as per standard construction of GIDC. After getting EC and CTE for proposed project, unit
has applied environmental clearance for proposed speciality chemicals and pesticide
intermediates manufacturing plant to MOEFCC, New Delhi. Unit will start demolish activities
of godown after getting EC & CTE.
4.6 SOIL CLASSIFICATION
Soil Type: The state is endowed with a wide range of macro and microclimates,
physiography, landforms, geology and vegetation that have an influence on the genesis of
soil. Soil systems have developed over many millions of years. The soil characteristics in a
given area at a given point of time are a function of both natural influences and human
activities.
4.7 CLIMATIC DATA FROM SECONDARY SOURCES.
Primary source: our own weather station & Secondary Sources: Indian Meteorological
Department, Ahmedabad.
4.8 SOCIAL INFRASTRUCTURE AVAILABLE.
Depending on the growth of the company the required social infrastructure will be
provided.
5.0 PLANNING BRIEF
5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC) TOWN
AND COUNTRY PLANNING/DEVELOPMENT AUTHORITY CLASSIFICATION.
Type of Industry: Proposed Synthetic Organic chemicals & Pesticide Intermediates
manufacturing Plant.
30
5.2 POPULATION PROJECTION
The data on inhabitations falling within 10 km distance from the project site. On an average,
Taluka: Ankleshwar has population density of about 198 persons per sq. km. (2001 Census
data), 238 persons per sq. km. (2011 Census data), compared to the Bharuch District, which
has a population density of about 210 persons per sq. km. (2001 Census data), 238 persons
per sq. km. (2011 Census data). Population density within 10 km radius of the site is only
498 persons per sq. km. (2011 Census data), while population density within 5 km radius of
site is 293 persons per sq. km. (2011 Census data). The population details (i.e. population
distribution and population density) of the Taluka Ankleshwar, District Bharuch and the
study area within 10 km radius and 5 km radius.
Sr.
No.
Village
Name
CD Block
Name
No. of
Household
Total
Population
Total
Male
Total
Female
Population
<06 years
Male
<06
years
Female
<06
years
1 Sanjali Ankleshwar 308 1447 743 704 153 72 81
2 Panoli Ankleshwar 926 4626 2355 2271 647 347 300
3 Kharod Ankleshwar 802 4658 2623 2035 537 283 254
4 Kapodara Ankleshwar 956 4512 2411 2101 700 396 304
5 Bhadkodara Ankleshwar 2986 13233 7156 6077 1848 980 868
6 Kosamadi Ankleshwar 2817 12287 6458 5829 1865 997 868
7 Bakrol Ankleshwar 393 1591 851 740 199 90 109
8 Alonj Ankleshwar 312 1529 797 732 209 112 97
9 Bhadi Ankleshwar 529 2831 1381 1450 444 216 228
10 Ravidra Ankleshwar 388 2144 1153 991 240 131 109
11 Umarwada Ankleshwar 761 3711 1874 1837 476 237 239
12 Karmali Ankleshwar 193 945 477 468 130 72 58
13 Bharan Ankleshwar 255 1153 578 575 146 75 71
14 Boidara Ankleshwar 371 1644 835 809 178 93 85
15 Amboli Ankleshwar 214 1072 539 533 114 59 55
16 Piraman
(Part) Ankleshwar 513 2358 1181 1177 306 137 169
17 Nangal Ankleshwar 317 1377 700 677 137 60 77
18 Adol Ankleshwar 296 1403 729 674 141 79 62
19 Hajat Ankleshwar 225 1086 539 547 123 55 68
20 Piludara Ankleshwar 175 806 420 386 86 42 44
31
21 Telva Ankleshwar 115 674 332 342 82 31 51
22 Pardi Idris Ankleshwar 260 1238 636 602 177 85 92
23 Adadara Ankleshwar 96 478 239 239 49 22 27
24 Utiyadara Ankleshwar 209 961 491 470 98 55 43
25 Jitali Ankleshwar 921 4225 2160 2065 523 280 243
26 Dodwada Ankleshwar 145 738 381 357 71 35 36
27 Siludi Ankleshwar 368 1822 915 907 296 136 160
28 Hathuran Mangrol 790 3834 1887 1947 479 235 244
29 Dhamdod Mangrol 303 1344 659 685 123 58 65
30 Dinod Mangrol 265 1281 655 626 171 93 78
31 Boridara Mangrol 203 960 495 465 94 49 45
32 Nandav Mangrol 282 1263 632 631 140 73 67
33 Moti Pardi Mangrol 162 613 304 309 70 27 43
34 Nana
Borsara Mangrol 125 564 297 267 46 26 20
35 Mahuej Mangrol 411 2152 1091 1061 259 130 129
36 Ghodadara Hansot 200 1014 528 486 141 78 63
37 Kondh Valia 942 4562 2372 2190 544 282 262
32
5.3 LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT, ETC.)
SR. NO. LAND USE TOTAL PROPOSED AREA
(SQ.MT)
1 Plant-1 347.48
2 Plant-2 465.50
3 Effluent Treatment plant 115.0
4 Utility 128.0
5 Raw Material and Finished Products
Storage
165.0
6 Tank Farm Area 400.0
7 Green Belt 2028
5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL)
It will be incorporated in EIA Studies.
5.5 AMENITIES/FACILITIES
Infrastructure resource base of the surveyed villages with reference to education, medical,
water resources, post and telegraph, communication, power supply is presented in Table-
3.23 There are 35 villages within study area of 10 km radius of plant site. Significant
observations with respect to availability of amenities in study area are as follows.
All of the villages have primary schools, 3 villages have both primary and secondary
education schools. 8 villages have adult education facility. 20 villages in the impact zone
have community health workers, 12 villages have primary health sub centre, 4 villages have
registered private practitioners while 5 villages have family planning center, 2 villages have
primary health center. One maternity home, four child welfare centers, one nursing home,
two dispensaries and one hospital are also available in the impact zone.
In the study area drinking water facilities are good as tap water and well water is available
almost in all the villages, 4 villages have hand pumps. Tank water is available in 10 villages, 2
33
villages get water from tube well, 5 from canal and one from Nallah. Post office facility is
available in 27 villages while one village has post and telegraph facility. Telephone facility is
available in 17 villages. 35 villages are well connected through a network of Pucca road. 30
villages have Kuccha approach road. Bus is the main mode of transportation and is available
in 38 villages, while 4 villages are connected with railways. All the villages get electricity for
all purpose i.e. domestic, agriculture and industrial.
Taluka Village Educational Medical Drinkin
g Water
Post &
Telegrap
h
Comm
unicati
on
Approach
to Village
Nearest
Town
Powe
r
Suppl
y
Ankleshw
ar
Bharan P(2) CWC, PHS T, W PO BS PR, KR Kosamba- 8 EA
Amboli P(2) -(- 5
KMS.)
W, TK PO,
Phone
BS PR, KR Ankleshwar-1 EA
Boidara P(2) -(- 5
KMS.)
T, W PO,
Phone
BS PR, KR Ankleshwar-1 EA
Nangal P(2) CHW T, W PO,
Phone
BS PR, KR Ankleshwar-6 EA
Hajat P(2), Ac -(- 5
KMS.)
T, W PO,
Phone
BS PR, KR Ankleshwar-
12
EA
Adol P(2) PHS, FPC,
CHW
T, W PO BS PR, KR Ankleshwar-
11
EA
Umarwada P(3), O PHS, RP T, W,
HP
PO,
Phone
BS PR, KR Ankleshwar-6 EA
Kapodara P(2),O PHS,
CHW, FPC
T, W PO,
Phone
BS PR Ankleshwar-7 EA
Bhadkodar
a
P(2) CHW T, W PO,
Phone
-(- 5
KMS.)
PR, KR Ankleshwar-7 EA
Piraman P(3), Tr, O PHS T, W PO,
Phone
BS PR, KR Ankleshwar-1 EA
Kosamadi P(6), O PHS,
RP(3)
T, W,
HP
PO,
Phone
BS PR, KR Ankleshwar-
12
EA
Bakrol P(2) CHW T, W,
HP
-(-5 KMS) BS PR, KR Ankleshwar-8 EA
Sanjali P(2), O CHW T, W PO,
Phone
BS, RS PR, KR Ankleshwar-
10
EA
Alonj P(2), O CHW T, W,
HP
PO BS PR, KR Ankleshwar-
15
EA
Piludara P(2) -(10+
KMS)
T, W PO,
Phone
BS PR Ankleshwar-
13
EA
34
Telva P(2), Ac, O CHW T, W -(-5KMS) BS PR Ankleshwar-
16
EA
Pardi Idris P(2) CHW T, W Po BS PR, KR Ankleshwar-
12
EA
Adadara P(2) CHW T, W -(-5 KMS.) BS PR Kosamba-7 EA
Utiyadara P(2) -(-5 KMS) T, W -(-5 KMS) BS PR Kosamba-3 EA
Karmali P(2),O -(-5 KMS) T, W Phone BS PR Ankleshwar-
13
EA
Ravidra P(2), O PHC,
CHW
T, W PO,
Phone
BS PR Ankleshwar-
10
EA
Panoli P(3), H, O H, MH,
CWC,
PHS, D,
FPC, NH,
RP, SMP,
CHW
T, W PTO,
Phone
BS, RS PR Ankleshwar-
10
EA
Kharod P(3), H, O CWC,
PHC,
CHW
T, W PO,
Phone
BS PR, KR Ankleshwar-
10
EA
Bhadi P(2), O -(-5 KMS) T, W PO BS PR, KR Ankleshwar-
12
EA
Jitali P (3), H, AC
(4), O
PHC, RP,
SMP,
CHW
T, W,
HP
PO,
PHONE
BS PR, KR Ankleshwar-
10
EA
Dodwada P(2) PHS, FPC,
CHW
T, W PO BS PR, KR Ankleshwar-
11
EA
Siludi P(2) CHW T, W,
HP
-(-5 KMS) BS PR, KR Ankleshwar-8 EA
Mangrol Hathuran P(3), Ac(3) PHS T, W,
TK, TW,
C
PO,
Phone
BS, RS PR, KR Kosamba-5 EA
Nana
Borsara
P, Ac -(5-10
kms)
T, W,
TK
-(-5 KMS.) -(-
5KMS)
KR Kosamba-5 EA
Dhamdod P, Ac, O CHW T, W,
TK
PO BS PR, KR Kosamba-5 EA
Nandvav P, Ac(2) PHS,
CHW
T,W,
TK, C, N
PO BS PR, KR Kosamba-10 EA
Moti Pardi P, Ac CWC,
CHW
T, W,
TK, C
-(5-10
Kms)
BS PR, KR Kosamba-16
Dinod P PHS, FPC,
CHW
T, W,
TK
PO BS KR Kosamba-8 EA
Boridara P CHW T, W,
TK
PO BS KR Kosamba-15 EA
35
Mahuej P, Ac(2), O PHS T, W,
TW, TK,
C
PO,
Phone
BS PR, KR Surat-31 EA
Hansot Ghodadar
a
P(2), O CHW T, W,
TK, C
PO BS PR, KR Ankleshwar-8 EA
Valia Kondh P(4), H, O PHS, D,
FPC, RP,
CHW
T, W PO BS PR, KR Ankleshwar-
12
EA
6.0 PROPOSED INFRASTRUCTURE
6.1 INDUSTRIAL AREA (PROCESSING AREA)
Processing Area (Processing Zone, ETP Area and Utility Area) = 1056 m2
6.2 RESIDENTIAL AREA (NON PROCESSING AREA)
Non Processing Area (Green belt, Raw material storage area, Finished storage area, road,
Open Area) = 5088 m2
6.3 GREEN BELT
Total 6144 m2
land area is available at site; out of this area about 2028 sq. meter (33 %) area
will be covered as greenbelt and other forms of greenery.
6.4 SOCIAL INFRASTRUCTURE
Depending on the growth of the company the required social infrastructure will be
provided.
6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/ WATER WAYS,
ETC.)
Site is very well connected by road & railway.
6.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER)
Water requirement will be met through GIDC Water Supply
6.7 SEWERAGE SYSTEM
Sewage pipes are laid in entire company for the removal and disposal of mainly non-
harmful liquid wastes from the offices, canteen and domestic waste coming from different
sections. These liquid wastes are treated and disposed by septic tank and soak pit.
6.8 SOLID WASTE MANAGEMENT
Please refer Section 1.7, Page No. 7 in Pre-Feasibility Report.
36
6.9 POWER REQUIREMENT & SUPPLY/SOURCE
Power requirement:
Power requirement from DGVCL is 2000 KVA.
D.G. Set: 4 No.: 500 KVA in emergency case only.
Fuel Requirements
Natural Gas: 1500 SCM/Day
LDO : 0.1 KL/Hr
Coal/Briquettes: 13 Mt/Day or 17 Mt/Day
Diesel: 240 Lit/Hr
7.0 REHABILITATION AND RESETTLEMENT (R & R) PLAN
7.1 POLICY TO BE ADOPTED (CENTRAL/STATE) IN RESPECT OF THE PROJECT AFFECTED
INCLUDING HOME OUSTERS, LAND OUSTERS AND LANDLESS LABORERS (A BRIEF OUTLINE
TO BE GIVEN)
There is no habitation on the proposed project area and it is industrial land which is
purchased by company for development of Company, so that R & R policy is not applicable
to this project. There shall be no displacement of any population in project area.
8. PROJECT SCHEDULE & COST ESTIMATES
8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF COMPLETION (TIME
SCHEDULE FOR THE PROJECT TO BE GIVEN).
We shall start construction after getting environmental clearance. We shall start production
upon making application for CCA.
8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY
OF THE PROJECT.
Total costs of the project will Rs. 10.0 Crore. Capital cost of air & water pollution control
system and environmental monitoring equipments will be Rs. 1 crore.
37
9. ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS)
9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFIT TO BE
LOCAL PEOPLE INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA.
Employment would be as per prevailing norms of state government for skilled and
unskilled people for the proposed project.
Social Welfare shall be done.
Cordial relation with the industry shall be established and representation shall be made
to villagers for help for creation of facilities related to health, education, etc.