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PRE FEASIBILITY REPORT
For
PROPOSED SPECIALITY CHEMICAL, DYES
INTERMEDIATES & PESTICIDE MANUFACTURING
PLANT
of
M/s. HEMANI INDUSTRIES LTD. (UNIT-6)
(AGRO CHEMICAL DIVISION)
PLOT NO. T-35,36,37,45,46,47, G.I.D.C. SAYKHA,
TAL: VAGRA, DIST: BHARUCH, GUJARAT
1
CONTENTS
Sr. No. Description Page No.
1. Executive Summary 2
2. Introduction of the Project/Background information 22
3. Project Description 24
4. Site Analysis 30
5. Planning Brief 32
6. Proposed Infrastructure 33
7. Rehabilitation and resettlement (R & R) Plan 35
8. Project Schedule & Cost Estimates 35
9. Analysis of Proposal (Final Recommendations) 36
2
1.0 EXECUTIVE SUMMARY
1.1 Company Profile
M/s. Hemani Intermediates Pvt. Ltd. (Unit-VI) proposes a specialty chemicals, Dye
Intermediates & agrochemicals plant at plot no. T-35,36,37,45,46,47, GIDC Estate-Saykha,
Tal: Vagra, Dist: Bharuch, GUJARAT.
The unit shall maintain the quality of its product, environment, safety & housekeeping of
the site. This project will generate employment and secondary business opportunity in this
region. This unit would cater to the domestic market and thereby reduce dependencies on
import. Proposed project cost will be Rs. 120 crores.
INTRODUCTION & COMPANY PROFILE
The Hemani Group is highly advanced, adaptable and attuned to the evolving needs of
today's basic chemicals for Organic Pigment and Dyestuff industry with big capacities like
world class players, catering to the whole world. The group is a dynamic enterprise
targeting its specialized expertise to the development and production of high quality
products for Pigments and Dyestuffs Industry. Hemani group is well known in the
International as well as Domestic market for manufacturing and marketing in specialized
product range as under:
Dyes and Dyes Intermediates
Organic Pigment Intermediates
Pesticides and Pesticides Intermediates
Other Specialty Chemicals
Group Companies
Ideal Dye Chem Industries
Ideal Dye Chem was started in March, 1977 to manufacture dyes and dye intermediates in a
very small capacity. They expanded their capacity in 1982 for the same product range.
In the year 1984, Ideal Dye Chem Industries started the production of 3, 3 DCB in a very
3
small capacity. As demand grew the capacity was expanded to 10 TPM (tons per month) in
1988 and was further expanded to 16 TPM in 1990. The major milestones thereon include
commencement of manufacturing of 4 B acids in 1991, 2 B acids in 1993. In 1994, 4 B acid
capacity was expanded to 15 TPM and later again expanded to 40 TPM in 2000. Ideal Dye
Chem Industries started exports in 1993 for the first time of dye intermediates to Japan and
has not looked back since then. Also due to the success of Ideal Dye Chem Industries, the
promoters acquired land and machinery to setup Hemani Intermediates P. Ltd. in Dec.,
1993.
Hemani Organics & Chemicals Pvt. Ltd.
The plant was started in the year 1992 with a small capacity to cater to the diverse needs of
the market. This initiative yielded immediate success and the capacity was increased to 16
TPM (tons per month) in 1996. Today the plant hires more than a 110 people with an
installed capacity of 100 TPM. The main products being manufactured and marketed
include Meta Phenoxy Benzaldehyde.
Hemani Intermediates Pvt. Ltd.
After the success of Hemani Organics and Chemicals P. Ltd., Hemani Group acquired land
and machinery in Dec., 1993 to setup a world-class plant and setup under the aegis of
Hemani Intermediates P. Ltd. Today housing state-of-the-art machinery, Hemani
Intermediates P. Ltd. is a Govt. recognized export house catering to the demanding needs of
the industry in terms of quality and capacity. With a team of more than 90 people, the plant
is looking for ISO certification in the near future. They have already won accolades from
clients with regard to their systems and quality processes.
Premonit International Eximp & Hemani International
Due to the growing demand in the international market for their products, a separate firm:
Premonit International Eximp was setup in 1994 to manage the exports of products
manufactured by the Hemani Group. Having met with success in the same, Hemani
International was setup in 2000 for trading and development of new businesses such as
4
pharmaceuticals and textiles. Today a dedicated team of 25+ people manages the export
demand for products of the Hemani Group and looks into emerging markets to trade in
newer products.
Project Details
1.2.1 Products along with Production Capacity Sr. No. Name of the Products Quantity in MT/Month
Proposed
1. Chlorination Derivatives
3000
MCB
DCB
ODCB
PDCB
MDCB
TCB
2. Nitration of Chlorobenzene
2000 ONCB
PNCB
MNCB
3. Calcium Chloride 1500
4. Di Calcium Phosphate 3000
5. 2,4 Dinitro Chloro Benzene(DNCB) 1500
Di Chloro Aniline
6. Fungicide
a) Hexaconzole (T)
3000
Pyraclostrobin (T)
Fluoxastobin (T)
b) Tebuconzole (T)
Cyproconazole(T)
Thiabendazole(T)
Pencycuron(T)
Picoxystrobin(T)
Difensconazole(T)
c) Propioconzole (T)
5
Prothioconazole(T)
Azoxistrobin(T)
7. Herbicide
a) Dicamba (T)
3000
b) 2,4 D (T)
Glyphosate (T)
Bispyribac Sodium
Penoxsulam
c) Metsulfuron Methyl (T)
Oxiflourofen
Floroxypyr
Triclopyr
d) Pendimethalin (T)
Deflubenzuron (T)
Dichlobenil (T)
8. Insecticide
a) Transfluthrin (T)
3000
Deltamethrin (T)
b) Cyfluthrin & Beta Isomers (T)
c) Bifenthrin (T)
Permethrin (T)
Alpha Cypermethrin(T)
d) Cypermethrin (T) & Beta/Zeta/Theta Isomers (T)
e) Chloropyriphos (T)
Temephos (T)
Spiromisifen (T)
Chlothianidin(T)
Chlorantraniliprole (T)
f) Imidacloprid ( T)
Carpat Hydrochloride (T)
Dinotefuron (T)
g) Clodinafop Prpargyl (T)
Acetamaprid (T)
h) Cloquintocet mexyl (T)
6
Fipronil(T)
Feniproparthin (T)
Pirimiphos Methyl (T)
9 D V Acid Chloride (CMAC) 1500
10 Meta Phenoxy Benzaldehyde 1000
11 Lambda Cyhlothic Acid 500
12 Ortho/Para Nitro Chloro Benzene & Derivatives
500 Ortho/Para Nitro Aniline
13 Para/ Ortho Dichloro Benzene & Derivatives 1000
2,5 Dichloro Aniline
2,3 Dichloro Aniline
3,4 Dichloro Aniline
3 Chloro Aniline
4 Chloro Aniline
2 Chloro Aniline
3,5 Dichloro Aniline
14 Sulfuric Acid & Allied Products 1000
15 Nitro Benzene & Derivatives 500
16 Chloro Toulene & Derivatives
(Benzyl Chloride & Benzaldehyde)
500
17 Coustic & Chlorine 2000
18 Para Nitro Chloro Benzene & Derivative 500
19 Aluminium Chloride 500
TOTAL 30000
7
1.2.2 By-Products along with Production Capacity
Sr. No. Name of the Products Quantity in MT/Month
Proposed
1. HCl (35%) 4000
2. H2SO4 (70%) 6000
3. Potassium Carbonate 1752
4. Potassium Chloride Solution 864
5. Potassium Bromide 1170
6. Sodium Sulfite 7224
7. Sodium Bi Sulphite 2403
8. Aluminium Chloride (30%) 8541
9. Liqour Ammonia (36%) 2275
8
1.3 Raw Material Requirement
Sr.
No.
Name of Raw Materials Quantity (MT/Month)
1) Chlorination Derivatives (e.g MCB,DCB,ODCB,PDCB,MDCB & TCB)
1. Benzene 2840
2. Chlorine 2560
2) Nitration of Chlorobenzene (ONCB, PNCB & MNCB)
1. H2SO4 1680
2. HNO3 2100
3. MCB 3650
3) Calcium Chloride
1. Lime 4000
2. HCl (32%) 3200
4) Di Calcium Phosphate
1. Rock Phosphate 1800
2. HCl (32%) 3600
3. Lime 200
4. Sodium Silicate 15
5) 2,4 DNCB
1. H2SO4 540
2. HNO3 1020
3. DCB 2370
6) Fungicide Quantity (MT/MT)
a) Hexaconzole (T)
1. Valeryl Chloride 0.539
2. MDCB 0.027
3. Alumimun Chloride 0.927
4. Methanol 0.072
5. KOH 0.60
6. DMS 0.64
7. 1,2,4 – Triazole 0.270
8. Solvent – Dimethyl Formamide 0.190
PYRACLOSTROBIN
9
1. 1-(4-Chlorophenyl)-3-hydroxy-1H-pyrazole 0.450
2. Methyl [2-(bromomethyl) phenyl] methoxy carbamate 0.850
3. Potassium Carbonate 0.220
4. Solvent - DMF 3.000
Fluoxastrobin
1. Hydroxy Phenyl Bromide 0.450
2. Methoxy Amine 0.100
3. Catalyst 0.050
4. Toluene 1.450
5. Potassium Tert Butoxide 0.233
6. Tert Butyl Nitrate 0.215
7. Butyl Alcohol 1.600
8. Ethylene Oxide 0.092
9. Potassium Hydroxide 0.350
10. Trifluoro Pyrimidine 0.345
11. DMF 1.200
12. O-Chloro-Phenol 0.266
b) Tebuconzole (T)
1. 1-(4 – Chlorophenyl) 4-4- Dimethyl -3- Pentanoate 0.675
2. Sodium Methoxide 0.162
3. Di Methyl Sulfide 0.186
4. Solvent – Toluene 1.4
5. 1,2,4 – Triazole 0.206
6. Solvent – DMF 1.1
Cyproconazole (T)
1. 1-(4-Chlorophenyl)-2-Cyclopropyl-propanone 0.765
2. Catalyst 0.020
3. DMF 2.500
4. Trizole 0.240
Thiabendazole (T)
1 Thiazole-4-Carboxalic Acid 1.560
2 O-Phenylene diamine 1.306
3 Chlorobenzene 0.100
4 EDTA Sodium Salt 0.070
10
5 Actived Carbon 0.428
6 Boric Acid 0.070
7 Ammonia 1.571
8 Hydrogen Chloride 3.374
9 Sodium Hydroxide 0.050
10 N-Butanol 0.395
Pencycuron (T)
1 Phenyl isocyanate 0.362
2 4-ClBCPA 0.638
3 Toluene 1.813
Picoxystrobin (T)
1 3-Isochromanone 0.493
2 Thionyl Chloride 0.324
3 Methanol 0.107
4 2-Hydroxy – 6- trifluoromethyl Pyridine 0.529
5 Sodium Methoxide 0.180
6 Dimethyl Sulphide 0.420
7 Potassium Carbonate 0.460
8 EDC 2.000
9 Toluene 0.290
10 DMF 0.062
Difenaconazole
1 1,2,4-Triazole 0.428
2 DMSO 1.967
3 Toluene 0.162
4 Bromoketal 1.833
5 IPE 0.833
6 PE 0.167
c) Propioconzole (T)
1. 1,3 Di Chloro Benzene 0.452
2. Acetyl Chloride 0.238
3. Alumimun Chloride 0.558
4. Solvent – EDC 1.6
5. Bromine 0.553
11
6. Catalyst 0.010
7. 1,2 – Butanediol 0.32
8. Solvent – Toluene 1.0
9. Potassium Hydroxide 0.166
10. 1,2,4 – Triazole 0.21
11. Solvent – Dimethyl Formamide 1.0
Prothioconazole
1. 2-(1-chloro-cycloprop-1-yl)-1-(2-chloro-phenyl)-2-hydroxy-3-(1,2,4-triazolidine-5-thiono-1-yl)-propane
1.000
2. Toluene 0.377
3. Iron chloride solution 11.111
Azoxystrobin (T)
1 MMCPOA 0.880
2 K2CO3 0.379
3 DMF 2.500
4 2 Cyano Phenol 0.327
5 CuCl2 0.011
6 Caustic Soda 0.023
7 Hexane 2.500
8 Methanol 2.200
7) Herbicide
a) Dicamba (T)
1. 2,4-dichloro phenol 0.820
2. Carbon dioxide 0.260
3. Dimehtyl sulfate 0.320
4. Sodium hydroxide 0.205
5. Solvent –Methenol 1.4
6. Solvent –Toluene 1.6
b) Glyphosate (T)
1. DEA 0.834
2. Caustic Lye (47%) 1.326
3. HCl (30%) 1.904
4. HCHO 234.6
5. H3PO3 0.641
6. 20% Ammonia 0.600
12
7. Carbon 0.050
8. Sulphuric Acid 0.345
Bispyribac Sodium(T)
1 2,6-dihydroxy benzoic acid 4.386
2 4,6-diethoxy-2-methyl Sulfonyl pyrimidine 1.482
3 TBAB 0.053
4 Caustic soda 0.412
5 Toluene 0.390
6 n-Butanol 0.300
7 Ethyl acetate 2.193
Penoxsulam
1 2-fluoro-6-trifluoromethyl aniline 0.421
2 2,2 difluoroethanol 0.193
3 HCl 0.343
4 5,8- dimethoxy-[1,2,4] triazolo[1,5]pyrimidin-2-amine 0.459
5 Acetonitrile 0.010
6 Sodium Nitrite 0.162
7 Sodium Sulfite 0.296
8 Acetic Acid 1.400
9 EDC 0.010
10 Caustic Soda 0.083
c) Metsulfuron Methyl (T)
1. 2-Sulfomoyl Methyl Benzoate 0.827
2. Ethyl chloroformate 0.461
3. Potassium Carbonate 1.115
4. Acetone 0.03
5. Carbamate of 2-Sulfomoyl Methyl Benzoate 1.104
6. 2-amino-4-methoxy-6-methyl-1,3,5-Triazine 0.565
7. Mono Chloro Benzene 0.02
8. Methylene dichloride 0.04
9. n-Hexane 0.03
Oxyflourofen
1 3-Chloro Phenol 0.431
2 Chloroethane 0.225
13
3 Nitric Acid 0.230
4 Sulfuric Acid 0.320
5 4-Trifloromethyl-2-Chloro Phenol 0.601
Floroxypyr
1 Pyridine 0.480
2 Sodium Hydroxide 0.120
3 Chloro Acetyl Chloride 0.350
4 Catalyst –Pd 0.010
5 MDC 2.500
6 10% Sodium Hypochlorite Solution 0.050
7 Caustic Lye 47% 0.150
8 2-Chloro Octane 0.350
Triclopyr
1 NaTCP 0.710
2 CBEA 0.490
3 Catalyst-Pd 0.010
4 10% NaOCl Wash 0.080
5 MDC 1.700
6 Caustic Soda Lye 0.100
d) Pendimethalin (T)
1. Hydrogen 0.032
2. Diethylketone 0.692
3. EDC 1.000
4. Sulfuric acid 98 % 0.263
5. Nitric acid 60 % 0.826
Deflubenzuron
1 2, 6 difluorobenzamide 0.510
2 4 chloro phenyl isocyanate 0.560
3 Mono Chlorobenzene 1.800
8) Insecticide
a) Transfluthrin (T)
1. 2,3,5,6 Tetra Fluoro Benzyl Alcohol 0. 5
2. R- Trans Cypermethric Acid Chloride 0.62
3. Catalyst 0.012
14
4. Solvent- Hexane 2.0
5. 5 % Soda Ash Solution 0.25
DELTAMETHRIN (T)
1 Mix CMA 2.351
2 Caustic Soda Flake 0.478
3 Catalyst 0.681
4 HCL 30% 0.800
5 MDC 1.828
6 AlCl3 0.562
7 Sulfuric Acid 0.141
8 Toluene 0.270
9 DMF 0.003
10 Thionyl Chloride 0.332
11 MPBD 0.513
12 Sodium Cyanide 0.154
13 IPA 0.944
14 TEA 0.036
b) Cyfluthrin & Beta Isomers (T)
1. 3- Phenoxy -4- Fluoro Benzaldehyde 0.51
2. CMAC- Cypermethric Avid Chloride 0.56
3. Sodium Cyanide 0.132
4. Solvent –n- Hexane 2.9
5. Catalyst 0.01
6. 5 % Soda Ash Solution 0.49
7. 5 % Acetic Acid Solution 0.49
8. 8-10 % Sodium Hypochorite Solution 0.78
c) Bifenthrin (T)
1. Lambda Acid 0.57
2. 3-Phenyl -2-Methyl Benzyl Chloride 0.54
3. Catalyst 0.024
4. Solvent- Hexane 0.58
d) Cypermethrin (T) & Beta Isomers (T)
1. Meta Phenoxy Benzaldehyde 0.463
2. CMAC- Cypermethric Acid Chloride 0.542
15
3. Sodium Cyanide 0.463
4. Solvent –n- Hexane 0.126
5. Catalyst 2.78
6. 4 % Soda Ash Solution 0.009
7. 5 % Acetic Acid Solution 0.463
8. 8-10 % Sodium Hypochorite Solution 0.74
e) Chloropyriphos (T)
1. Monochloro Acetic Acid 0.67
2. Chlorine 1.3
3. DCAC 0.815
4. Pyridine 0.005
5. Trichloro Acetyl Chloride 0.98
6. Acrylonitrile 0.355
7. 3-Chloro Propionitrile 1.300
8. EDC 0.2
Temephos(T)
1 TDP 0.540
2 DMTC 0.620
3 C.S. Lye 0.700
4 Toluene 1.500
5 Catalyst 0.010
Spiromisifen (T)
1 DMF 0.200
2 NaOH 0.125
3 Ester - 1-[2-(2,4,6-trimethyl-phenyl)-acetoxy]-cyclopentane carboxylic acid ethyl ester
0.950
4 Toluene 0.150
5 Tert Butylacetyl Ester 0.440
6 30% Sodium Bicarbonate 1.450
16
Clothianidin (T)
1 Nitramide 1.250
2 Aq. MeNH2 0.250
3 Methanol 1.000
f) Imidacloprid ( T)
1. 2- Chloro -5- Chloromethyl Pyridine 0.88
2. N- Nitro N- Methyl Imidazolidine 0.83
3. Sodium Carbonate 0.68
4. Catalyst -1 0.01
5. Solvent - DMF 2.14
6. Caustic Lye 47 % 0.05
7. Solvent – Methanol 0.39
Carpat Hydrochloride
1. Monosultap 1.686
2. Sodium Cyanide 0.442
3. HCl (30%) 0.471
4. EDC 0.090
Dinotefuron
1. N,O(2,3-Dimethyl-1-
Nitroisourea 0.700
2. 3-(Aminomethyl)
Tetrahydrofuran 0.540
3. Caustic Flake 0.015
Clodinafop Propargyl (T)
1 2, 4, 5 Tri Chloro Pyridine 0.514
2 2 – (4 – Hydroxy Phenoxy) Propionic Acid 0.512
3 Sodium Hydroxide 0.224
4 Solvent – Di Methyl Formamide (DMF) 1.200
5 Propargyl Chloride 0.208
6 Solvent - Toluene 1.000
Acetamaprid (T)
1 2-CHLORO , 5-PYRIDINE 0.900
2 N-CYNO METHYL ACETAMIDATE (NCMA) 0.560
17
3 METHANOL 1.200
g) Cloquintocet Mexyl (T)
1. Mono Chloro Acetic Acid 0.377
2. 1-Methyl Hexalol 0.440
3. Toluene 0.047
4. 5-Chloro-8-Hydroxy Quinoline 0.616
5. MIBK 0.260
6. Potassium Carbonate 0.500
7. Hexane 0.047
Fipronil (T)
1 CF3COOH 2.500
2 MCB 1.000
3 Hydrogen Peroxide 0.050
4 Thiopyrazole 1.200
Feniproparthin (T)
1 3-PHENOXYBENZALDEHYDE 0.594
2 2,2,3,3-TETRAMETHYLCYCLOPROPANE-1-CARBONYL CHLORIDE
0.490
3 SODIUM CYANIDE 0.190
4 n-HEXANE 3.000
5 TRIETHYL AMINE 0.150
6 HYPOCHLIRITE 0.400
9 D V Acid Chloride
1 TBAC 2.035
2 N-Hexane 0.610
3 I-Butanol 0.594
4 TEA 0.824
5 Catalyst 0.010
6 Caustic 0.971
7 Sulphuric Acid 1.199
8 DMF 0.010
10 Meta Phenoxy Benzaldehyde
1 Benzaldehyde 0.83
2 Bromine 0.675
18
3 Chlorine 0.265
4 EDC 0.192
5 ALCL3 1.2
6 HCL (30%) 0.875
7 Formic Acid 0.023
8 Sodium Thiosulfate 0.0075
9 ASR 0.01
10 MEG 0.86
11 PTSA 0.004
12 Phenol 0.735
13 KOH 0.45
14 Toluene 0.05
15 C S Lye 0.102
16 H2SO4 (98%) 0.065
11 Lambda Cyhlothic Acid
1 λ – Cyhalothric acid 0.582
2 Thionyl Chloride 0.31
3 DMF 0.0024
4 n-Hexane 0.011
5 Sodium Cyanide 0.16
6 Catalyst 0.003
7 Soda Ash 0.011
8 MPB 0.445
9 Acid Chloride 0.611
10 4% Hypo Solution 0.856
11 IPA 0.18
12 DIIPA 0.106
13 30% HCl 0.152
129. ONCB/PNCB & Derivatives
1 PNCB/ONCB 1.16
2 NH3 1.113
13. PDCB/ODCB & Derivatives
1) 2,5-DICHLORO ANILINE
1. 2,5-Dichloro Nitro Benzene 1.225
19
2. Catalyst (Raney Nickel) 0.002
3. Solvent (Methanol) 0.025
4. Hydrogenation 0.02
2) 2, 3-DICHLORO ANILINE
1. 2,3-Dichloro Nitro Benzene 1.245
2. Catalyst (Raney Nickel) 0.002
3. Solvent (Methanol) 0.03
4. Hydrogenation 0.025
3) 3,4-DICHLORO ANILINE
1 3,4-Dichloro Nitro Benzene 1.260
2 Catalyst 0.002
3 Solvent (Methanol) 0.025
4 Hydrogenation 0.038
4) 3 - CHLORO ANILINE
1 3 - Chloro Nitro Benzene 1.273
2 Catalyst 0.002
3 Solvent (Methanol) 0.025
4 Hydrogen 0.015
5) 4 - CHLORO ANILINE
1 4 - Chloro Nitro Benzene 1.273
2 Catalyst 0.002
3 Solvent (Methanol) 0.025
4 Hydrogen 0.015
6) 2 - CHLORO ANILINE
1 2 - Chloro Nitro Benzene 1.273
2 Catalyst (Raney Nickel) 0.002
3 Solvent (Methanol) 0.025
4 Hydrogen 0.015
7) 3, 5-DICHLORO ANILINE
1 3,5-Dichloro Nitro Benzene 1.225
2 Catalyst 0.002
3 Solvent (Methanol) 0.050
4 Hydrogen Gas 0.040
20
14. Sulphuric Acid & Allied Products
1. Sulfur 0.3265
15. Nitro Benzene & Derivatives
1 Nitro Benzene 1.380
2 Catalyst 0.001
3 Solvent 0.03
4 Hydrogenation 0.022
16. Chloro Toulene & Derivatives
1) BENZYL CHLORIDE
1 Toluene 0.08
2 Chlorine 1.785
2) BENZALDEHYDE
1 Caustic Flake 1.325
2 Benzal Chloride 0.015
3) BENZAL CHLORIDE
1 Toluene 0.490
2 Chlorine 0.9
4) BENZOTRICHLORIDE
1 Toluene 0.612
2 Chlorine 1.232
18 Aluminium Chloride
1 Aluminium 0.205
2 Chlorine 0.797
21
1.4 Water Requirement, Waste Water Generation and Treatment
Total water requirement will be 4666 m3/day which will be met through GIDC water supply.
The wastewater generation will be 4079 m3/day. The industrial effluent (4063 m3/day) will
be segregated into low COD stream (3563 m3/day) and High COD/High TDS stream (500
m3/day). Low COD stream (3563 m3/day) will be sent to propose ETP consists of primary,
secondary and tertiary treatment facility & RO to treat the effluent and treated effluent
shall be reused into plant premises.
The High COD & High TDS effluent stream (500 m3/day) will be evaporated in MEE and MEE
condensate will be reused in plant premises.
Domestic waste water (16 m3/day) will be disposed by septic tank & soak pit or ETP.
1.5 Air Pollution Source and Control Management
There will be emission from steam Boiler (I, II & III), Thermic fluid heater (I, II, III & IV), D.G.
Sets and Process Vents.
To control the flue gas emission, company will install ESP with scrubber and adequate stack
height.
To control the process gas emission, company will install adequate scrubbers as per process
pollutants.
1.6 Hazardous Waste
Sr.
No.
Type of Hazardous
Waste
Quantity
(MT/Month)
Hazardous
Waste
Category
Storage, Collection &
Disposal
1. ETP Sludge 200 35.3 Collection, Storage, Transportation
& Disposal to nearest TSDF at Dahej
2. Process Sludge from
CaCl2
600 -- Collection, Storage, Transportation
& sell for agricultural use
3. Used Oil/Spent Oil 300 Lit/Month 5.1 Collection, Storage, Transportation
& Sell to GPCB Authorized
Reprocessor
4. Empty
Drums/Container
1000
Nos./Month
33.1 Collection, Storage, Transportation
& Sell to GPCB Authorized Vendor
5. Empty Bags 5000
Nos./Month
33.1 Collection, Storage, Transportation
& Sell to GPCB Authorized Vendors
6. Distillation Residue 150 28.1 Collection, Storage, Transportation
22
& Disposal at nearest Common
Incineration Site, Dahej or sell to
cement industries
7. MEE Salt 4700 -- Collection, Storage, Transportation
& Disposal to nearest TSDF at Dahej
8. Fly Ash 600 36.2 Collection, storage & sell to brick
manufactures
9. Organic waste 120 29.1 Collection, Storage, Transportation
& Disposal at nearest Common
Incineration Site, Dahej or sell to
cement industries
10. Iron Sludge 1700 -- Collection, Storage, Transportation
& Disposal to nearest TSDF at Dahej
or sell to cement industries
11. Spent Carbon 30 -- Collection, Storage, Transportation
& Disposal at nearest Common
Incineration Site, Dahej
12. Spent Catalyst 30 29.5 Collection, Storage, Transportation
& sell to regenerator
13. Spent Solvent 1000 29.4 Collection, Storage, Transportation
& sell to end user
14. Spent Acid 9993 29.6 Collection, Storage, Transportation
& sell to end user
1.7 Green Belt
Total 141000 sq. meter land area is available at site; out of this area about 52,000 sq. meter
(33 %) area will be covered as greenbelt and other forms of greenery.
1.8 Power & Fuel Requirements
Power required from DGVCL is 10000 KVA. Standby power supply from D.G. set: Proposed: 1010 KVA x 5 Nos. Fuel for DG set: HSD: 150 lit/Hour Coal: 200 MT/Day
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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 Specialty Chemicals, Dyes Intermediates & Agrochemicals Manufacturing plant
Identification of the project proponent
The main promoters and the think tank of Hemani Group are:
Mr. Mohanbhai Hemani – Managing Director
Mr. Ramesh Bapat - Executive Director
Mr. Jayesh Dama - Administrative Head
Mr. Parag Shah - V.P. (Exports)
Mr. D. N. Rai - V.P. (Mfg.)
2.2 Brief description of nature of the Project
Proposed Specialty Chemicals, Dyes Intermediates & Agrochemicals Manufacturing plant
2.3 Need for the project and its importance to the country and or region
The demand for products intended to be manufacture is increasing in the country. By
setting up this unit M/s. Hemani Intermediates Pvt. Ltd. (Unit-VI) will be able to meet the
demand of various products locally. The project will save forex as certain products import
will be reduced. This will also generate direct and indirect employment opportunity for
various levels of people. M/s. Hemani Intermediates Pvt. Ltd. (Unit-VI) will also utilize the
by-products of this unit as well as sister concern units.
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.
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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 export of our finished products to the international markets.
2.6 Export possibility
We shall also export the products.
2.7 Domestic/Export Markets
Our products have good demand in international markets. We shall also export the
products.
2.8 Employment Generation (Direct and Indirect) due to project.
M/s. Hemani Intermediates Pvt. Ltd. (Unit-VI) will give direct employment to local people
based on qualification and requirement. In addition to direct employment, indirect
employment shall generate ancillary business to some extent for the local population.
3.0 Project Description
3.1 Type of Project including interlinked and interdependent projects, if any.
No interlinked project has been submitted.
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3.2 Location (map showing general location, specific location and project boundary & project site layout) with coordinates.
Map showing general location
(Courtesy: Environmental Information Center, New Delhi)
26
Project Site (Google Map)
27
Plot Layout
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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
Treated wastewater discharge into deep sea facility
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 Section-1.2.1, Page No. 2.
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 Please refer Form-I, Annexure-III.
3.6 Raw Material required along with estimated quantity, likely source, marketing area of
final product/s, mode of transport of raw material and Finished product.
For raw material required along with quantity; Please refer Section-1.3, Page No. 3.
We shall procure the raw material as much as possible from domestic market and if there is
no availability of any raw material we will import. We shall also export the finished
products.
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3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be
briefly outlined.
After set up of unit, every effort will put to recycle/reuse the water.
3.8 Availability of water its source, energy/power requirement and source should be
given.
Water Source
Total water requirement shall meet through GIDC water supply.
Power & Fuel Requirement
Power required from DGVCL is 10000 KVA. Standby power supply from D.G. set: Proposed: 1010 KVA x 5 Nos. Fuel for DG set: HSD: 150 lit/Hour Coal: 200 MT/Day
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3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their
management/disposal.
Please refer Form-I, Annexure-V & VI.
3.10 Schematic representations of the feasibility drawing which give information of EIA
purpose.
4.0 Site Analysis
4.1 Connectivity
Site is very well connected by road
Availability of water, power, etc.
RECONNAISSANCE SURVEY OF EXISTING PLANT 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
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4.2 Land Form, Land Use and Land Ownership
It will be incorporated in EIA Study.
4.3 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.
It will be incorporated in EIA Study.
4.5 Existing Infrastructure
This is proposed project activity so now there is only open land.
4.6 Soil Classification
It will be incorporated in EIA Study.
4.7 Climatic data from secondary sources.
Climatic data from primary & secondary sources will be incorporated in EIA Study.
4.8 Social infrastructure available.
Various Programs/ Projects related to Social & Economic development of surrounded area
has been planned, which are as follows.
A) Natural Resource Management – The main focus of this program will be to maximize the
yield returns of the farmers through efficient management of existing resources &
extension of new agricultural practices.
1) Integrated Agricultural Growth Project – For improvement and use of the modern
techniques and thereby would certainly contribute to prosperity in the agriculture
sector and reduce the rural poverty by programs like Farmers Training, Nursery
Growing Trainings, Modern agriculture equipment distribution programs etc.
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2) Animal Husbandry Projects – Various programs like health checkups & treatment,
vaccination program, Anti sterility camps, breed improvement etc. will be carried
out.
B) Income Generation Program -
1) Establishment of Self help groups.
2) Rural Entrepreneurship Development Program
3) Handcrafts Development Program
4) Vocational Training
5) Business process outsourcing
C) Health, Education & Infrastructure
1) Aids Awareness Program
2) General Health Camps
3) Innovative Teaching Methods
4) Adult Education
5) Sanitation
6) Infrastructure Development Projects
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 Specialty Chemicals, Dyes Intermediates & Agrochemicals
Manufacturing plant
5.2 Population Projection
It will be incorporated in EIA Study.
5.3 Land use planning (breakup along with green belt etc.)
It will be incorporated in EIA Study.
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5.4 Assessment of Infrastructure Demand (Physical & Social)
Employment would be as per prevailing norms of state government for skilled and
unskilled people for the proposed project activity.
Social Welfare
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.
5.5 Amenities/Facilities
It will be incorporated in EIA Study.
6.0 Proposed Infrastructure
6.1 Industrial Area (Processing Area)
Processing Area (Plant facilities, R&D, ETP Area and Engineering / Utility Services, Work
Shop)
Developed Area: 51000 m2
6.2 Residential Area (Non Processing Area)
Non Processing Area (Green belt, Raw material storage area, finished storage area,
Administration Building, Parking, road and open area)
Area: 90000 m2
6.3 Green Belt
Total 141000 sq. meter land area is available at site; out of this area about 52,000 sq. meter
(33 %) area will be covered as greenbelt and other forms of greenery.
6.4 Social Infrastructure
Water Supply by GIDC
Power supply by DGCVL
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6.5 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc)
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
Treated wastewater discharge into deep sea facility
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.
6.6 Drinking water Management (Source & Supply of water)
Total water requirement shall meet through GIDC supply.
6.7 Sewerage System
Sewage pipes would be 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
section of industry. These liquid wastes would be sent to septic tank & soak pit/ETP.
6.8 Solid Waste Management
Please refer Form-I, Annexure-VI. 6.9 Power Requirement & Supply/Source
Please refer Section 3.8 of this report.
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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 activity area and it is barren land, so R & R
policy is not applicable to this project.
There shall not be displacement of any population in project area. Any major activity that
may lead to resettlement of the people is considered as permanent impact. Hence, there is
no permanent impact on this account. The increasing industrial activity will boost the
commercial and economical status of the locality up to some extent.
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 EC & CTE. And we shall start manufacturing after
applying for CCA.
8.2 Estimated Project cost along with analysis in terms of economic viability of the
project.
Total Project Cost for proposed project activity is Rs. 120 Crores. Capital cost of air & water
pollution control system and environmental monitoring equipments will be Rs. 25 Crore.
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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.