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0 PRE FEASIBILITY REPORT For PROPOSED SPECIALITY CHEMICALS, PIGMENTS & AGROCHEMICALS PLANT of M/s. HEMANI INTERMEDIATES PVT. LTD. (Unit-V) PLOT NO. 73-74, G.I.D.C. SAYKHA, TAL: VAGRA, DIST: BHARUCH, GUJARAT
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Page 1: PRE FEASIBILITY REPORT - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/Online/TOR/0_0_09_Dec_2… · 0 pre feasibility report for proposed speciality chemicals,

0

PRE FEASIBILITY REPORT

For

PROPOSED SPECIALITY CHEMICALS, PIGMENTS &

AGROCHEMICALS PLANT

of

M/s. HEMANI INTERMEDIATES PVT. LTD. (Unit-V)

PLOT NO. 73-74, G.I.D.C. SAYKHA,

TAL: VAGRA, DIST: BHARUCH, GUJARAT

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CONTENTS

Sr. No. Description Page No.

1. Executive Summary 2

2. Introduction of the Project/Background information 16

3. Project Description 18

4. Site Analysis 24

5. Planning Brief 26

6. Proposed Infrastructure 27

7. Rehabilitation and resettlement (R & R) Plan 29

8. Project Schedule & Cost Estimates 29

9. Analysis of Proposal (Final Recommendations) 30

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1.0 EXECUTIVE SUMMARY

1.1 Company Profile

M/s. Hemani Intermediates Pvt. Ltd. (Unit-V) proposes a specialty chemicals, pigments &

agrochemicals plant at plot no 73-74, GIDC Estate-Saykha, Tal: Vagra, Dist: Bharuch,

GUJARAT.

The unit shall maintain the quality of its product, environment, safety & house keeping 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. 70 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

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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

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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 (E.g. MCB, DCB, ODCB, PDCB,MDCB &

TCB)

3000

2. Nitration of Chlorobenzene (ONCB, PNCB & MNCB) 5000

3. Calcium Chloride 3000

4. Di Calcium Phosphate 1500

5. 2,4 Dinitro Chloro Benzene(DNCB) & Derivatives 1500

6. Fungicides

a) Hexaconzole (T)

500 b) Tebuconzole (T)

c) Propioconzole (T)

d) Fenbuconzole (T)

7. Herbicides

a) Dicamba (T)

500

b) Metribuzine (T)

c) Metsulfuron Methyl (T)

d) Pendimethalin (T)

e) Sulfentrazone (T)

f) Ethofumesate (T)

8. Insecticides

a) Transfluthrin (T)

500

b) Cyfluthrin & Beta Isomers (T)

c) Bifenthrin (T)

d) Cypermethrin (T) & Beta Isomers (T)

e) Chloropyriphos (T)

f) Imidacloprid ( T)

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1.2.2 By-Products along with Production Capacity

Sr.

No.

Name of the Products Quantity in MT/Month

Proposed

Remark

1. Potassium Carbonate 175 Reuse in plant premises or sell to

end user

2. Potassium Chloride Solution 186 Sell to end user

3. Potassium Bromide 123 Reuse in bromine recovery unit

4. Sodium Sulfite Solution 900 Sell to end user

5. HBr (38%) 301 Reuse in bromine recovery unit

6. Liqour Ammonia (36%) 1484 Sell to end user

7. Aluminium Chloride 836 Sell to end user

8. Sodium Bromide Salt 150 Reuse in bromine recovery unit

g) Clodinafop Prpargyl (T)

h) Cloquintocet mexyl (T)

i) Thiamethoxam

9 Para Nitro Chloro Benzene & Derivatives 1000

10 Ortho Nitro Chloro Benzene & Derivatives 500

11 Para Dichloro Benzene & Derivatives 500

12 Ortho Dichloro Benzene & Derivatives 500

13 Pigment(AZO) 500

14 3,3 DCB 800

15 Dimethyl Sulphate 200

16 Sulfuric Acid & Allied Products 1500

17 Nitro Benzene & Derivatives 500

18 Chloro Toulene & Derivatives

(Benzyl Chloride & Benzaldehyde)

500

TOTAL 22000

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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 2130

2. Chlorine 1920

2) Nitration of Chlorobenzene (ONCB, PNCB & MNCB)

1. H2SO4 1680

2. HNO3 2100

3. MCB 3650

3) Calcium Chloride

1. Lime 3000

2. HCl (32%) 2400

4) Di Calcium Phosphate

1. Rock Phosphate 900

2. HCl (32%) 1800

3. Lime 100

4. Sodium Silicate 10

5) 2,4 DNCB

1. H2SO4 270

2. HNO3 510

3. DCB 1185

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

b) Tebuconzole (T)

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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

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

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

d) Fenbuconazole (T)

1. Benzyl Cyanamide 0.376

2. 1, Chloro-2-(4-Chlorophenyl) Ethane 0.564

3. Methylene Bromide 0.544

4. Sodium Hydroxide 0.198

5. 1,2,4 - Triazole 0.128

6. Solvent - Xylene 2.475

7. Catalyst 0.011

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

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b) Metribuzine (T)

1. ATMT 1.0

2. Di Methyl Sulphate 0.652

3. Sulfuric Acid 1.274

4. Soda Ash 1.6

5. Caustic Soda Flakes 0.03

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

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

e) Sulfentrazone

Phenyl hydrazine 0.765

Acetaldehyde 0.376

Sodium cyanate 0.530

Chlorine 2.308

Acetic acid 0.500

Methanol 0.212

10% Sodium Hydroxide 1.500

Potassium Carbonate 0.900

Dimethyl formamide 0.972

Dichlorofluoromethane 0.650

Oleum 4.450

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Nitric acid 0.386

Dichloroethane 0.073

Catalyst Pd/C 0.063

Methane Sulfonyl chloride 0.689

Pyridine 0.049

Toluene 0.384

Dichloromethane 0.319

IPA 3.848

f) Ethofumesate

Isobutyraldehyde 0.500

Morpholine 0.604

Quinone 0.600

Toluene 0.482

Water 6.000

Methyl Sulfonyl chloride 0.650

Triethylamine 0.058

48% sodium hydroxide 0.500

Ethanol 1.000

35% HCl 0.250

sodium bi carbonate 0.100

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

4. Solvent- Hexane 2.0

5. 5 % Soda Ash Solution 0.25

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

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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

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

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

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g) Clodinafop Propargyl

1. 2,4,5 Trichloro Pyridine 0.513

2. 2-(4-Hydroxy Phenoxy) Propionic Acid 0.513

3. Sodium Hydroxide 0.223

4. DMF 0.100

5. Propargyl Chloride 0.206

6. Toluene 0.08

h) 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

i) Thiamethoxam

Allyl chloride 0.670

Chlorine 1.330

47% caustic lye 0.900

Ammonium thio cyanate 0.780

EDC 0.150

So2 0.120

4N Sodium Hydroxide 3.000

Guanidine nitrate 1.255

Sulfuric acid 3.365

40% Methyl amine 0.890

Para formaldehyde 0.742

Formic acid 0.345

DMC 0.210

Potassium carbonate 0.900

9. PNCB & Derivatives

1 PNCB/ONCB 1.16

2 NH3 1.113

10. PDCB/ODCB & Derivatives

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1) 2,5-DICHLORO ANILINE

1. 2,5-Dichloro Nitro Benzene 1.225

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

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3 Solvent (Methanol) 0.050

4 Hydrogen Gas 0.040

11. Pigment

1) Pigment Red 122

1 Crude pigment Red 122 1.02

2 DMF 0.06

2) Pigment Red 168

1 Crude pigment Red 168 1.01

2 Nitrobenzene 0.03

3) Pigment Red 170

1. p-Amino Benzamide 0.313

2. Hydrochloric acid 0.425

3. Sodium nitrite 0.163

4. Sulfamic acid 0.0080

5. Naphthol ASPH 0.716

6. Caustic soda 0.291

4) Pigment Red 176

1. 3-AMINO, 4-METHOXY BENZANILIDE 0.471

2. HCl 0.5

3. SODIUM NITRITE 0.142

4. CAUSTIC SODA 0.857

5. BON ACID AMIDE OF 5-AMINO BENZIMIDAZOLONE 0.585

5) Pigment Yellow 147

1. ODCB 0.185

2. 1-CHLORO ANTHRAQUINONE 0.884

3. PHENYL GUANAMINE 0.389

4. METHANOL 0.530

6) Pigment Yellow 155

1. 5-AMINO DIMETHYL TEREPHTHALATE 0.316

2. HCL 0.441

3. SODIUM NITRITE 0.110

4. CAUSTIC SODA 0.073

5. 1:4 BIS (ACETO ACETYLAMINO )BENZENE 0.424

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6. SODIUM ACETATE 0.294

7) Pigment Yellow 180

1. m-AMINO PHENOL 0.313

2. 1;2 DI BROMO PROPANE 0.288

3. CAUSTIC SODA 0.244

4. HYDROCHLORIC ACID 0.666

5. SODIUM NITRITE 0.211

6. 5-ACETYL AMINO BENZOXAZOLONE 0.688

7. SODIUM ACETATE 0.388

8) Pigment Yellow 188

1. 3,3’ DICHLORO BENZIDINE DIHYDROCHLORIDE 0.425

2. HYDROCHLORIC ACID 0.550

3. SODIUM NITRITE 0.241

4. ACETOACETANILIDE 0.316

5. CAUSTIC SODA 0.300

6. SODIUM ACETATE 0.333

13. Dimethyl Sulphate

1. Methanol 0.508

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) BENZALDEHYDE

1 Caustic Flake 1.325

2 Benzal Chloride 0.015

2) CHLORO TOLUENE

1 Toluene 0.612

2 Chlorine 1.232

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1.4 Water Requirement, Waste Water Generation and Treatment

Total water requirement will be 972 m3/day which will be met through GIDC water supply.

The wastewater generation will be 634 m3/day. The industrial effluent (612 m

3/day) will be

sent to proposed ETP consists of primary, secondary and tertiary treatment facility to treat

the effluent and treated effluent shall be sent to GIDC effluent pipeline for final disposal

into deep sea.

The High COD & High TDS effluent stream (100 m3/day) will be evaporated in MEE.

Domestic waste water (22 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 Boiler, Thermic fluid heater, D.G. Sets and Process Vents. To

control the emission from process vents, adequate scrubbers, ESP, will be installed.

1.6 Hazardous Waste

Sr.

No.

Type of Hazardous

Waste

Quantity

(MT/Month)

Hazardous

Waste

Category

Storage, Collection &

Disposal

1. ETP Sludge 120 34.3 Collection, Storage, Transportation

& Disposal to nearest TSDF at Dahej

2. Process Sludge from

CaCl2 & DCP

300 -- Collection, Storage, Transportation

& sell for agricultural use

3. Used Oil/Spent Oil 200 Lit/Month 5.1 Collection, Storage, Transportation

& Sell to GPCB Authorized

Reprocessor

4. Empty

Drums/Container

500

Nos./Month

33.3 Collection, Storage, Transportation

& Sell to GPCB Authorized Vendor

5. Empty Bags 2000

Nos./Month

33.3 Collection, Storage, Transportation

& Sell to GPCB Authorized Vendors

6. Distillation Residue 110 28.1 Collection, Storage, Transportation

& Disposal at nearest Common

Incineration Site, Dahej or co-

processing incement industries

7. MEE Salt 600 -- Collection, Storage, Transportation

& Disposal to nearest TSDF at Dahej

8. Fly Ash 300 36.2 Collection, storage & sell to brick

manufactures

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9. Organic waste 120 20.3 Collection, Storage, Transportation

& Disposal at nearest Common

Incineration Site, Dahej or sell to

cement industries

10. Iron Sludge 510 -- Collection, Storage, Transportation

& Disposal to nearest TSDF at Dahej

or sell to cement industries

11. HCl (30%) 4120 D2 Collection, Storage, Transportation

& reuse in Calcium Chloride & Di

Calcium Phosphate

12. H2SO4 (70%) 2350 D2 Collection, Storage, Transportation

& reuse in process and excess

quantity will be sold to end user.

13. Inorganic Salt 550 -- Collection, Storage, Transportation

& Disposal to nearest TSDF at Dahej

1.7 Green Belt

Total 50,880 sq. meter land area is available at site; out of this area about 15,000 sq. meter

(29.5 %) area will be covered as greenbelt and other forms of greenery.

1.8 Power & Fuel Requirements

Power required from DGVCL is 2500 KVA.

Stand by power supply from

D.G. set: Proposed: 1000 KVA x 2

Fuel for DG set: HSD: 100 lit/Hour

Coal: 125 MT/Day

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, Pigments & Agrochemicals Manufacturing plant

Identification of the project proponent

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The main promoters and the think tank of Hemani Group are:

Mr. Premjibhai Hemani - Technical Director

Mr. Mohanbhai Hemani - Commercial Director

Mr. Ramesh Bapat - Executive Director

Mr. Kishan 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, Pigments & 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-V) 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-V) 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.

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

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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-V) 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)

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• Project Site (Google Map)

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• 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 2500 KVA.

Stand by power supply from

D.G. set: Proposed: 1000 KVA x 2

Fuel for DG set: HSD: 100 lit/Hour

Coal: 125 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, Pigments & 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: 10,125 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: 40,755m2

6.3 Green Belt

Total 50,880 sq. meter land area is available at site; out of this area about 15,000 sq. meter

(29.5 %) 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. 70 Crores. Capital cost of air & water

pollution control system and environmental monitoring equipments will be Rs. 10 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.