PRE - FEASIBILITY REPORT€¦ · PRE - FEASIBILITY REPORT for PROPOSED EXPANSION OF PESTICIDE...

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1 PRE - FEASIBILITY REPORT for PROPOSED EXPANSION OF PESTICIDE TECHNICALS & PESTICIDE SPECIFIC INTERMEDIATES PRODUCTS of M/s. Tagros Chemicals India Private Limited [Unit-I] Plot No. A4/1-2 & 4-5, SIPCOT Industrial Complex, Village: Pachayankuppam, Taluka: Cuddalore, District: Cuddalore – 607 005 (TN) NABL Accredited Testing Laboratory ISO 9001:2008 Certified Company Aqua-Air Environmental Engineers P. Ltd. 403, Centre Point, Nr. Kadiwala School, Ring Road, Surat - 395002 Prepared By: NABL Accredited Testing Laboratory ISO 9001:2008 Certified Company Aqua-Air Environmental Engineers P. Ltd. 403, Centre Point, Nr. Kadiwala School, Ring Road, Surat - 395002 NABL Accredited Testing Laboratory ISO 9001:2008 Certified Company Aqua-Air Environmental Engineers P. Ltd. 403, Centre Point, Nr. Kadiwala School, Ring Road, Surat - 395002 Prepared By:

Transcript of PRE - FEASIBILITY REPORT€¦ · PRE - FEASIBILITY REPORT for PROPOSED EXPANSION OF PESTICIDE...

Page 1: PRE - FEASIBILITY REPORT€¦ · PRE - FEASIBILITY REPORT for PROPOSED EXPANSION OF PESTICIDE TECHNICALS & PESTICIDE SPECIFIC INTERMEDIATES PRODUCTS of M/s. Tagros Chemicals India

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PRE - FEASIBILITY REPORT

for

PROPOSED EXPANSION OF PESTICIDE TECHNICALS

& PESTICIDE SPECIFIC INTERMEDIATES PRODUCTS

of

M/s. Tagros Chemicals India Private Limited [Unit-I]

Plot No. A4/1-2 & 4-5, SIPCOT Industrial Complex,

Village: Pachayankuppam, Taluka: Cuddalore,

District: Cuddalore – 607 005 (TN)

NABL Accredited Testing Laboratory

ISO 9001:2008 Certified Company

Aqua-Air Environmental Engineers P. Ltd.

403, Centre Point, Nr. Kadiwala School, Ring

Road, Surat - 395002

Prepared By:

NABL Accredited Testing Laboratory

ISO 9001:2008 Certified Company

Aqua-Air Environmental Engineers P. Ltd.

403, Centre Point, Nr. Kadiwala School, Ring

Road, Surat - 395002

NABL Accredited Testing Laboratory

ISO 9001:2008 Certified Company

Aqua-Air Environmental Engineers P. Ltd.

403, Centre Point, Nr. Kadiwala School, Ring

Road, Surat - 395002

Prepared By:

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CONTENTS

Sr.

No.

Description Page No.

1. Executive Summary 3

2. Introduction of the Project/Background information 13

3. Project Description 14

4. Site Analysis 19

5. Planning Brief 20

6. Proposed Infrastructure 21

7. Rehabilitation and resettlement (R & R) Plan 22

8. Project Schedule & Cost Estimates 22

9. Analysis of Proposal (Final Recommendations) 23

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1.0 Executive Summary

1.1 Project Details

M/s. Tagros Chemicals India Pvt. Ltd. (Unit-I) proposes expansion of Pesticide Technicals & Pesticide

specific intermediates unit at Plot No. A4/1-2 & 4-5, SIPCOT Industrial Complex, Village:

Pachayankuppam, Taluka: Cuddalore, District: Cuddalore – 607 005 (TN). Total Cost of Project will be

Rs. 319.82 Crores (Existing = Rs. 169.82 Crores + Additional Proposed = Rs. 150 Crores). Total Plot

Area is 33,676.11 m2

out of which 11,109.31 m2

(i.e. approx. 33 %) of area shall be utilized for green

belt development.

1.1.1 Products along with Production Capacity

SR.

NO.

PRODUCT NAME CATEGORY AS

PER EIA

NOTIFICATION

EXISTING

(MT/MONTH)

TOTAL

PROPOSED

CAPACITY

(MT/MONTH)

CAS NOS. LD50

(mg/kg)

PESTICIDE TECHNICALS & PESTICIDE SPECIFIC INTERMEDIATES

1 DV Acid Chloride 5(b) 15 280 52314-67-7 > 2000

2 Alphacypermethrin 5(b) 67375-30-8 >360

3 Cypermethrin 5(b) 52315-07-8 > 300-2000

4 Permethrin 5(b) 52645-53-1 > 300-2000

5 Betacyper 5(b)

175 400

65731-84-2 652

6 Deltamethrin 5(b) 20 35 52918-63-5 612

7 Oxyclozanide 5(b) 2 2 2277-92-1 1000

8 Quinapyramine Sulfate 5(b) 1.75 1.75 23609-66-7 150

9 Hexaconazole 5(b) 79983-71-4 2189

10 Propiconazole 5(b) 60207-90-1 300-2000

11 Dicamba 5(b) 1918-00-9 2629

12 Tricyclazole 5(b) 41814-78-2 314

13 Difenoconozole 5(b)

20 100

119446-68-3 1453

14 Metaphenoxy Benzyl Alcohol 5(b) 40 40 13826-35-2 1369

15 Tefluthrin 5(b) - 79538-32-2 969

16 Dimefluthrin 5(b) - 271241-14-6 980

17 Transfluthrin 5(b) - 118712-89-3 > 5000

18 Meperfluthrin 5(b) -

15

915288-13-0 >2000

19 Fipronil 5(b) - 55 120068-37-3 1999

20 PBO 5(b) - 35 51-03-6 7500

21 Pyriproxyfen 5(b) - 20 95737-68-1 >2000

TOTAL 273.75 983.75

22 Bio Pesticides - - 90 - -

GRAND TOTAL 273.75 1073.75

BY-PRODUCTS

1 Sodium Sulfite powder - 200 - 7757-83-7 820

2 Ammonium Chloride - 330 616 12125-02-9 1300

3 HCl Solution (30%) - 475 627 7647-01-0 238-277

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4 Sodium Sulfite Solution - 1350 2473 7757-83-7 820

5 AlCl3 Soln

- 125 219 7446-70-0 1990

6 Mixture of Ortho and Para Bromo

Toluene - 95 -

95-46-5

106-38-7

1864

1540

7 Mixture of Ortho and Para

Bromobenzene - - 189 108-86-1 2383

8 Spent Iso Propyl Alcohol and EDC - 30 52 67-63-0

107-06-2

3600

2000

9 2,2,2 – Trichloroethyl 3,3 Dimethyl

-4- Chloro Cyclo butanone - 40 87 68697-08-5 NA

10 Spent Solvents - 10 67-56-1 15800

11 Cupric chloride solution - - 141 7447-39-4 584

12 Sodium sulphate solution - - 622 7757-82-6 10000

13 Spent sulphuric acid - - 824 7664-93-9 2140

14 Deltamethrin second crop - - 26 52918-63-5 612

15 Potassium chloride - - 144 7447-40-7 2600

TOTAL 2645 6030

1.2 Raw Material Requirement

Sr.

No.

Product Name

Raw Material

Consumption

(MT/MT of

product)

CAS NO

1 D V ACID CHLORIDE

1 Acetonitrile 0.19 75-05-8

2 Carbon Tetra Chloride 1.384 56-23-5

3 Acrylonitrile 0.468 107-13-1

4 DEA HCl 0.011 506-59-2

5 Hydrochloric Acid 1.862 7647-01-0

6 Thionyl Chloride 1.591 7719-09-7

7 Dimethyl Formamide 0.014 68-12-2

8 Triethylamine 1.512 121-44-8

9 Isobutylene 0.511 115-11-7

10 Sodium Bi Carbonate 0.031 144-55-8

11 n-Hexane 7.001 110-54-3

12 BF3 Catalyst Mixture 0.025 109-63-7

13 CS Flakes 0.025 1310-73-2

14 CS Lye 3.412 1310-73-2

15 Sulphuric Acid 0.315 7664-93-9

16 Hyflow 0.004 7631-86-9

17 TNBA 0.003 102-82-9

2 ALPHACYPERMETHRIN

1 CMAC 0.575 52314-67-7

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2 m-Phenoxy Benzaldehyde 0.477 39515-51-0

3 Sodium Cyanide 0.141 143-33-9

4 Hexane 7.944 110-54-3

5 Sodium Hypo Chlorite 0.260 7681-52-9

6 Sulphuric Acid 2.515 7664-93-9

7 Caustic Lye 0.968 1310-73-2

8 EDTA 0.004 60-00-4

9 TEA 0.112 121-44-8

3 CYPERMETHRIN

1 CMAC 0.561 52314-67-7

2 m-Phenoxy Benzaldehyde 0.480 39515-51-0

3 Sodium Cyanide 0.139 143-33-9

4 Acetic Acid 0.008 64-19-7

5 Hexane 1.694 110-54-3

6 Sodium Hypo Chlorite 0.418 7681-52-9

7 TEA 0.025 121-44-8

4 PERMETHRIN

1 CMAC 0.611 52314-67-7

2 m-Phenoxy Benzyl Alcohol 0.516 13826-35-2

3 Soda Ash 0.008 497-19-8

4 Acetic Acid 0.013 64-19-7

5 Sodium Hypo Chlorite 0.017 7681-52-9

6 Hexane 0.0054 110-54-3

5 BETACYPER

1 Cypermethrin 1.304 52315-07-8

2 Triethyl Amine 0.065 121-44-8

3 Isopropyl Alcohol 2.300 67-63-0

4 Hexane 2.200 110-54-3

5 Sulfuric Acid 0.008 7664-93-9

6 DELTAMETHRIN

1 CIS-CMA 2.532 59042-50-1

2 Acetic Acid 0.025 64-19-7

3 Benzene 3.045 71-43-2

4 Bromine 4.400 7726-95-6

5 Ethylene Di Chloride 75.775 107-06-2

6 Resol X 0.058 134-71-4

7 Hydrochloric Acid 4.026 7647-01-0

8 Meta Phenoxy Benzaldehyde 0.483 39515-51-0

9 Aluminium Chloride 1.083 7446-70-0

10 Hyflow 0.010 7631-86-9

11 Caustic Lye 1.923 1310-73-2

12 Caustic Flakes 0.625 1310-73-2

13 DMF 0.003 68-12-2

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14 Thionyl Chloride 0.318 7719-09-7

15 Sodium Cyanide 0.150 143-33-9

16 Sulphuric Acid 0.383 7664-93-9

17 TEBAC 0.044 56-37-1

18 Sodium Hypo Chlorite 1.642 7681-52-9

19 Chlorine Gas 0.650 7782-50-5

20 Triethylamine 0.241 121-44-8

21 Toluene 13.946 108-88-3

22 Activated Carbon 0.005 7440-44-0

23 EDTA 0.002 60-00-4

24 Ferric Chloride 0.102 7705-08-0

25 Soda Ash 0.041 497-19-8

26 Methanol 1.015 67-56-1

27 Sodium Thio Sulphate 0.014 7772-98-7

28 Isopropyl Alcohol 16.667 67-63-0

7 OXYCLOZANIDE

1 3,5,6-Trichlorosalicylic Acid 0.750 40932-60-3

2 Thionyl Chloride 0.430 7719-09-7

3 Dimethyl Formamide (DMF) 0.010 68-12-2

4 Chlorobenzene 2.000 108-90-7

5 47% Caustic Lye Solution 0.565 1310-73-2

6 2-Amino-4,6-Dichlorophenol 0.500 527-62-8

7 Acetic Acid 0.160 64-19-7

8 QUINAPYRAMINE SULFATE

1 6-Amino-4-Hydroxyquinaldine 0.560 3977-29-5

2 2-Amino-4-Chloro-6-Methyl Pyrimidine 0.435 5600-21-5

3 Phosphoryl Chloride 0.470 10025-87-3

4 Ammonia Solution 0.795 1336-21-6

5 Hydrochloric Acid 0.340 7647-01-0

6 Caustic Lye Solution 0.480 1310-73-2

7 Dimethyl Sulphate 0.322 77-78-1

8 Methanol 0.515 67-56-1

9 HEXACONAZOLE

1 Valeric Acid 0.600 109-52-4

2 Dimethyl Formamide 3.508 68-12-2

3 Thionyl Chloride 0.735 7719-09-7

4 Caustic Lye 0.520 1310-73-2

5 Meta Dichlorobenzene 1.770 50-98-6

6 Aluminum Chloride 1.990 7446-70-0

7 Dimethyl Sulfide 1.865 75-18-3

8 Dimethyl Sulphate 0.950 77-78-1

9 Hexane 2.240 110-54-3

10 1,2,4 Triazole 0.386 288-88-0

11 Potassium Carbonate 0.200 584-08-7

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12 Industrial Solvent 2.500 67-56-1

10 PROPICONAZOLE

1 2,4-Dichloroacetophenone 0.940 2234-16-4

2 1,2-PentaneDiol 0.520 5343-92-0

3 Para Toluene Sulfonic Acid 0.030 104-15-4

4 Toluene 0.347 108-88-3

5 Bromine 0.790 7726-95-6

6 1,2,4-Triazole 0.530 288-88-0

7 Potassium Hydroxide 0.500 1310-58-3

8 Dimethyl Formamide 0.100 68-12-2

9 Hexane 0.450 110-54-3

11 DICAMBA

1 2,4 Dichloro Aniline 3.390 554-00-7

2 Sodium Nitrite 1.460 7632-00-0

3 Sulphuric Acid 7.840 7664-93-9

4 Sulfamic Acid 0.100 5329-14-6

5 Potassium Hydroxide 1.080 1310-58-3

6 Xylene 0.630 128686-03-3

7 Carbon Dioxide 1.700 124-38-9

8 Hydrochloric Acid 3.340 7647-01-0

9 Sodium Hydroxide 1.660 1310-73-2

10 Dimethyl Sulphate 3.660 77-78-1

12 TRICYCLAZOLE

1 4 HMBT 1.000 20174-68-9

2 NaOH solution 0.406 1310-73-2

3 Formic acid 0.760 64-18-6

13 DIFENOCONOZOLE

1 Para Chlorophenol 0.87 106-48-9

2 Meta Dichlorobenzene 9.30 50-98-6

3 Caustic Lye 0.57 1310-73-2

4 Acetyl Chloride 0.43 73-36-5

5 Ethylene Dichloride 5.30 107-06-2

6 Aluminum Chloride 0.98 7446-70-0

7 Cyclohexane 3.30 110-82-7

8 Propylene Glycol 0.675 57-55-6

9 Para Toluene Sulphonic Acid 0.06 104-15-4

10 Bromine 0.78 7726-95-6

11 1,2,4 Triazole 0.421 288-88-0

12 Toluene 2.30 108-88-3

13 Potassium Hydroxide 0.38 1310-58-3

14 Dimethyl Sulphoxide 0.60 67-68-5

15 Isopropyl Alcohol 2.80 67-63-0

14 METAPHENOXY BENZYL ALCOHOL

1 Metaphenoxy Benzaldehyde 0.990 39515-51-0

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2 Hydrogen 0.0123 1333-74-0

3 Raney Nickel 0.0489 7440-02-0

4 Isopropyl Alcohol 1.124 67-63-0

15 TEFLUTHRIN

1 Lambda Cyhalothric Acid 0.618 72748-35-7

2 Thionyl Chloride 0.308 7719-09-7

3 Caustic Lye 0.480 1310-73-2

4 Toluene 1.900 108-88-3

5 4-Methyl-2,3,5,6-Tetrafluoro Benzyl Alcohol 0.487 79538-03-7

6 Sodium Carbonate 0.045 497-19-8

7 Methanol 1.050 67-56-1

16 DIMEFLUTHRIN

1 Chrysanthemic Acid 0.685 4638-92-0

2 Thionyl Chloride 0.308 7719-09-7

3 Caustic Lye 0.480 1310-73-2

4 Toluene 1.900 108-88-3

5 4-Methoxy Methyl-2,3,5,6-Tetrafluoro Benzyl

Alcohol

0.615 83282-91-1

6 Sodium Carbonate 0.025 497-19-8

17 TRANSFLUTHRIN

1 R - Trans CMA 0.610 59042-50-1

2 2 3 5 6 Tetraflouro Benzyl Alcohol 0.506 4084-38-2

3 Hydro Chloric Acid 0.100 7647-01-0

4 Sodium Hypo Chlorite 0.345 7681-52-9

5 Acetic Acid 0.001 64-19-7

6 Toluene 1.113 108-88-3

7 Sulphuric Acid 0.011 7664-93-9

8 Soda Ash 0.130 497-19-8

9 N Hexane 1.366 110-54-3

10 Activated Carbon 0.006 7440-44-0

11 Hyflow 0.003 7631-86-9

18 MEPERFLUTHRIN

1 Trans Cypermethric Acid 1.522 59042-50-1

2 l-Ephedrine Hydrochloride 0.761 50-98-6

3 Caustic Lye 1.945 1310-73-2

4 Hydrochloric Acid 1.055 7647-01-0

5 Ethylene Dichloride 8.700 107-06-2

6 Thionyl Chloride 0.315 7719-09-7

7 4-Methoxy Methyl-2,3,5,6-Tetrafluoro Benzyl

Alcohol

0.555 83282-91-1

8 Sodium Carbonate 0.045 497-19-8

9 Toluene 1.700 108-88-3

19 FIPRONIL

1 Carbon Disulfide 0.688 75-15-0

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2 Chlorine Gas 3.141 7782-50-5

3 Hydrochloric Acid 4.980 7647-01-0

4 Sulfur Dioxide Gas 0.691 7446-09-5

5 Thiophosgene 0.849 463-71-8

6 Potassium Fluoride 1.593 7789-23-3

7 Hypo Chlorite 4.894 7681-52-9

8 Chlorine Gas 0.397 7782-50-5

9 Iodine 0.003 7553-56-2

10 Ethyl 2-Cyanoacetate 0.286 105-56-6

11 Formaldehyde 0.205 50-00-0

12 Sodium Cyanide 0.124 143-33-9

13 2,6-Dichloro-4-(Trifluoromethyl) Aniline 0.555 24279-39-8

14 Trifluoromethylsulfinylchloride 0.611 20621-29-8

15 Sodium Nitrate 0.175 7632-00-0

16 Liquid Ammonia 0.554 7664-41-7

17 Ethylene Dichloride 19.065 107-06-2

18 5-amino-1-(2,6-dichloro-4-

(trifluoromethyl)phenyl)1H-pyrazole-3-

carbonitrile (Intermediate)

0.765 120068-79-3

19 Trifluoromethanesulfinic chloride (Intermediate) 0.611 421-83-0

OR

1 Ethyl 2-cyanoacetate 0.340 105-56-6

2 Formaldehyde 37% 0.244 50-00-0

3 Sodium cyanide 0.147 143-33-9

4 2,6-dichloro-4-(trifluoromethyl)aniline 0.660 24279-39-8

5 Sulfur monochloride 0.195 12771-08-3

6 Dimethyl formamide 3.710 68-12-2

7 Sodium formate 0.441 141-53-7

8 Trifluoromethyl bromide (Bromo trifluoro

ethane)

0.389 75-63-8

9 Trifluoro acetic acid 3.900 108-90-7

10 Hydrogen peroxide 0.193 7722-84-1

11 Chlorobenzene 2.000 108-90-7

12 30% HCl 0.737 7647-01-0

13 EDC 7.540 107-06-2

20 PBO

1 Catechol 0.443 120-80-9

2 Methylene Chloride 1.670 75-09-2

3 Dimethyl Formamide 2.250 68-12-2

4 Potassium Hydroxide 0.385 1310-58-3

5 Propionic Anhydride 0.497 123-62-6

6 Potassium Iodide 0.008 7681-11-0

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7 Sodium Borohydride 0.055 16940-66-2

8 Isopropyl Alcohol 4.286 67-63-0

9 Ethylene Dichloride 1.300 107-06-2

10 Raney Nickel 0.012 7440-02-0

11 Hydrogen 0.020 1333-74-0

12 Para Formaldehyde 0.236 30525-89-4

13 Phosphorous Trichloride 0.360 7719-12-2

14 Toluene 4.727 108-88-3

15 Sodium Hydroxide 0.249 1310-73-2

16 Butyl Carbitol 0.505 112-34-5

21 PYRIPROXYFEN

1 Phenol 0.617 108-95-2

2 Phenyl Chloride 3.687 108-90-7

3 Sodium Hydroxide 1.584 1310-73-2

4 Dichloroethane 8.148 107-06-2

5 Aluminium Chloride 0.759 7446-70-0

6 Acetyl Chloride 0.414 73-36-5

7 Hexane 4.396 110-54-3

8 Acetic Acid 5.270 64-19-7

9 Conc. HCl 0.702 7647-01-0

10 Hydrogen Peroxide 0.615 7722-84-1

11 Toluene 2.561 108-88-3

12 Propylene Oxide 0.446 75-56-9

13 2-Chloro Pyridine 0.366 109-09-1

14 Methanol 0.950 67-56-1

15 Sulfuric Acid 0.995 7664-93-9

16 4-Phenoxy phenoxy propane -2-ol (Intermediate) 0.770 -

1.3 Water Requirement, Waste Water Generation and Treatment

Total water requirement will be 970 KL/Day (Existing = 375 KL/day + Additional = 595 KL/day) which

will be met through SIPCOT water supply. Total wastewater generation will be 687 KL/Day (Existing =

191 KL/day + Additional = 496 KL/day) i.e. Industrial = 612 KL/day & Domestic = 75 KL/day.

Out of 612 KL/Day (Industrial Effluent), Low TDS effluent (222 KL/Day) will be treated in Reverse

Osmosis Plant after pretreatment. High TDS effluent (390 KL/Day) will be treated in Multiple Effect

Evaporator/Forward Osmosis after pretreatment. The Condensate of Multiple Effect Evaporator will

be further treated in Reverse Osmosis Plant. The concentrate generated will be treated in VTFD and

the salt recovered will be sent to TSDF. The water recovered from Forward Osmosis Plant and

Reverse Osmosis Plant i.e. 413 KL/Day will be reused in Boiler/ Utility.

1.4 Air Pollution Source and Control Management

There will be emission from Boiler (3 Nos.), D.G. Set (4 Nos.) and Process Vents (12 Nos.). To control

the emission from Stacks ESP, Cyclone Separator, Dust Collector, Acoustic Enclosures will be

provided & for process vents adequate scrubbers i.e. two stage water scrubber followed by alkali

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Scrubber, Vent with Activated Carbon Filter, Scrubber connected with common stack (Activated

carbon filter) will be installed.

1.5 Hazardous Waste

Sr.

No. Name of Waste

Waste

Category

Existing

Qty.

Additional

Proposed

Qty

Total After

Proposed

Expansion

Qty

Mode of disposal

1 Used/spent oil 5.1 1.32

KL/Annum

2.06

KL/Annum

3.38

KL/Annum

Collection, Storage, recycle reused in

factory premises or Transportation &

Disposal by sale to authorized

Recyclers

2 Spent solvents 20.2 96

KL/Annum

104

KL/Annum

200

KL/Annum

Collection, Storage, recovery within

premises or recovery at outside

facility or transportation & disposal

by co-processing in cement industry

or sent to common incineration

facility.

3 Distillation residues 20.3

40

MT/

Annum

139

MT/

Annum

179

MT/Annum

Collection, Storage transportation

for Incineration-TSDF,

Gummidipoondi, Co Processing in

Cement Klins, Pre-Processors-GEPIL,

Ranipet

4 Process wastes/residues 29.1

675

MT/

Annum

10

MT/

Annum

685

MT/Annum

Collection, Storage transportation

for Incineration-TSDF,

Gummidipoondi, Co Processing in

Cement Klins, Pre-Processors-GEPIL,

Ranipet

5

Chemical-containing

residue arising from

decontamination

34.1 44.4

KL/Annum

69.26

KL/Annum

133.66

KL/Annum

Send to Evaporator for further

treatment

6

Empty

barrels/containers/liners

contaminated with

hazardous chemicals

/wastes

33.1

72

MT/

Annum

128

MT/

Annum

200

MT/Annum

Collection, Storage, Recovery and

Reuse-Authorized recyclers

7

Chemical sludge from

waste water

treatment/MEE Salt

34.3

5397

MT/

Annum

15403

MT/

Annum

20440

MT/Annum

Collection, Storage, Transportation,

Disposal Common Landfill-TSDF,

Gummidipoondi, Co Processing in

Cement Klins, Pre-Processors-GEPIL,

Ranipet

8 Spent HCl Solution (30%) B-32 5700

MT/

Annum

1824

MT/

Annum

7524

MT/

Annum

9 Ammonium Chloride

Solution

B-32 3960

MT/

Annum

3432

MT/

Annum

7392

MT/

Annum

10 Aluminium Chloride

Solution (AlCl3) (in KL)

B-32 1500

MT/

Annum

1128

MT/

Annum

2628

MT/

Annum

Collections, Storage, reused /recycle

or sell to authorize end user.

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11 Sodium Sulfite Solution B-32 16200

MT/

Annum

13476

MT/

Annum

29676

MT/

Annum

12 Mixture of Ortho and

Para Bromo Toluene

B-32 1140

MT/

Annum

- -

13 Mixture of Ortho and

Para Bromobenzene

B-32 - 2268 MT/

Annum

2268 MT/

Annum

14 Iso Propyl Alcohol and

EDC

B-32 360

MT/

Annum

264

MT/

Annum

624

MT/

Annum

15 2,2,2 – Tricholoroethyl

3,3 Dimethyl -4- Chloro

Cyclo butanone

B-32 480

MT/

Annum

564

MT/

Annum

1044

MT/

Annum

16 Spent solvents B-32 - 120

MT/

Annum

120

MT/

Annum

17 Cupric chloride solution B-32 - 1692

MT/

Annum

1692

MT/

Annum

18 Sodium sulphate solution B-32 - 7464

MT/

Annum

7464

MT/

Annum

19 Spent Sulphuric Acid B-32 - 9888

MT/

Annum

9888

MT/

Annum

20 Deltamethrin second

crop

B-32 - 312

MT/

Annum

312

MT/

Annum

21 Potassium chloride B-32 - 1728

MT/

Annum

1728

MT/

Annum

1.6 Green Belt

Total 33,676.11 m2

land area is available at site; out of this 11,109.31 m2 (i.e. 33 % of total area) will

be developed as greenbelt and other forms of greenery.

1.7 Power & Fuel Requirements

Estimated power requirement is 6725 KVA/Month (Existing = 3725 KVA/Month + Additional =

3000 KVA/Month). Power will be taken from TNEB/Thermal/Wind. Stand by DG sets (1500 KVA*2

Nos., 2000 KVA*1 No. & 3000 KVA*1 No.) will be used as emergency power back up.

Fuel:

Sr. No. Name of fuel Point of use Quantity (in MT/ Day)

Existing

1 Coal Boiler 8 T/Hr 30

2 Wood Boiler 6 T/Hr 30

3 Coal Boiler 12 T/Hr 57

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4 High Speed Diesel DG Set 725 KVA -

5 High Speed Diesel DG Set 1500 KVA 0.778

6 High Speed Diesel DG Set 2000KVA 0.8

Total After Expansion

1 Coal Boiler 8 T/Hr 30

2 Coal Boiler 12 T/Hr 57

3 Coal Boiler 25 T/Hr 88

4 High Speed Diesel DG Set 1500 KVA 0.2

5 High Speed Diesel DG Set 2000 KVA 0.3

6 High Speed Diesel DG Set 1500 KVA 0.2

7 High Speed Diesel DG Set 3000 KVA 0.4

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

M/s. Tagros Chemicals India Pvt. Ltd. proposes expansion of Pesticide Technicals & Pesticide specific

intermediates unit at A4/1-2 & 4-5, SIPCOT Industrial Complex, Pachayankuppam, Cuddalore– 607

005 (TN).

2.2 Brief description of nature of the Project

Propose Expansion Pesticide Technicals & Pesticide Specific Intermediates Unit.

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

project, Tagros Chemicals India Pvt. Ltd. will be able to meet the demand of various products

internationally and locally. This will also generate direct and indirect employment opportunity for

various levels of people.

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 group's products.

2.5 Imports vs. Indigenous production

Based on the current cost of indigenous raw materials, it 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

We shall export our products.

2.7 Domestic/Export Markets

Majority of the products will be exported and some products will be sold in local market.

2.8 Employment Generation (Direct and Indirect) due to project.

M/s. Tagros Chemicals India Pvt. Ltd. will give direct employment to people based on qualification

and requirement. In addition to direct employment, indirect employment shall generate additional

business to some extent for the local population.

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3.0 Project Description

3.1 Type of Project including interlinked and interdependent projects, if any.

No interlinked project has been submitted.

Location (map showing general location, specific location and project boundary & project site

layout) with coordinates.

Map showing general location

PROJECT

SITE

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Specific location and project boundary (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.

Looking to the market demand of the products in International market, it was decided by M/s.

Tagros Chemicals India Private Limited to expand the existing facility. Over and above major raw

material suppliers are available in this region and considering proximity to existing operational unit

in SIPCOT Industrial Estate, it was finally decided to expand the existing facility.

Major factors involved in the selection of site are listed below:

Site situated in SIPCOT Industrial Estate.

Site is well connected by road & Rail

Proximity to raw material suppliers

Availability of power and cleaner fuel - natural gas.

Availability of water from SIPCOT water supply

Availability of effluent discharge

Availability of common TSDF and common incineration sites in nearby area.

Availability of skilled workmen

Proximity to access to already existing social and commercial infrastructure.

Modern infrastructure support and amenities at par in other global markets, including:

Efficient transport facilities.

Environment-friendly zone.

Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Please refer Section-1.1.1

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 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 Form-I, Annexure-I. Majority of the

products will be used for international market and some products will be sold in domestic market.

3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be briefly

outlined.

Every effort will be put to recycle/reuse the water. The water recovered from Forward Osmosis

Plant and Reverse Osmosis Plant i.e. 413 KL/Day will be reused in Boiler/ utility.

3.8 Availability of water its source, energy/power requirement and source should be given.

Water Source

Total water requirement shall be met through SIPCOT water supply.

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Power & Fuel Requirement

Estimated power requirement is 6725 KVA/Month (Existing = 3725 KVA/Month + Additional =

3000 KVA/Month). Power will be taken from TNEB/Thermal/Wind. Stand by DG sets (1500 KVA*2

Nos., 2000 KVA*1 No. & 3000 KVA*1 No.) will be used as emergency power back up.

Fuel:

Sr. No. Name of fuel Point of use Quantity (in MT/ Day)

Existing

1 Coal Boiler 8 T/Hr 30

2 Wood Boiler 6 T/Hr 30

3 Coal Boiler 12 T/Hr 57

4 High Speed Diesel DG Set 725 KVA -

5 High Speed Diesel DG Set 1500 KVA 0.778

6 High Speed Diesel DG Set 2000KVA 0.8

Total After Expansion

1 Coal Boiler 8 T/Hr 30

2 Coal Boiler 12 T/Hr 57

3 Coal Boiler 25 T/Hr 88

4 High Speed Diesel DG Set 1500 KVA 0.2

5 High Speed Diesel DG Set 2000 KVA 0.3

6 High Speed Diesel DG Set 1500 KVA 0.2

7 High Speed Diesel DG Set 3000 KVA 0.4

3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their

management/disposal.

Please refer Form-I, Annexure-V.

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3.10 Schematic representations of the feasibility drawing which give information of EIA purpose.

4.0 Site Analysis

4.1 Connectivity

Site situated in SIPCOT Industrial Estate.

Site is well connected by road & Rail

Proximity to raw material suppliers

Availability of power and cleaner fuel - natural gas.

Availability of water from SIPCOT water supply

Availability of effluent discharge

Availability of common TSDF and common incineration sites in nearby area.

Availability of skilled workmen

Proximity to access to already existing social and commercial infrastructure.

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 EXPANSION

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

Description Existing Area Additional Area After Expansion Area

Total Area 24189.49 m2 9486.46 m

2 33,676.11 m

2

Build up Area 9645.81 m2 4894.433 m

2 14540.243 m

2

Green Belt 8496.31 m2 2613 m

2 11109.31 m

2

Vacant Area 6047.373 m2 1979.184 m

2 8026.557 m

2

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 Report

4.4 Existing Infrastructure

The proposed expansion is within the existing premises located at Plot No. A4/1-2 & 4-5, SIPCOT

Industrial Complex, Village: Pachayankuppam, Taluka: Cuddalore, District: Cuddalore – 607 005,

which is a well developed designated Industrial Area.

Total Plot Area = 33,676.11 m2

Green Belt = 11,109.31 m2 (i.e. approx. 33 %)

4.5 Soil Classification

It will be incorporated in EIA Report

4.6 Climatic data from secondary sources.

Shall be incorporated in the EIA Study

4.7 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: M/s. Tagros Chemicals India Pvt. Ltd. proposes expansion of Pesticide Technicals &

Pesticide specific intermediates unit at A4/1-2 & 4-5, SIPCOT Industrial Complex, Pachayankuppam,

Cuddalore– 607 005 (TN).

5.2 Population Projection

Shall be incorporated in the EIA Study

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5.3 Land use planning (breakup along with green belt etc.)

Total Plot Area: 33,676.11 m2

Total 33,676.11 m2

land area is available at site; out of this 11,109.31 m2 (i.e. 33 % of total area) will

be developed as greenbelt and other forms of greenery.

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

Shall be incorporated in the EIA Study

6.0 Proposed Infrastructure

Proposed project is within the SIPCOT Industrial Area.

6.1 Green Belt

Total 33,676.11 m2

land area is available at site; out of this 11,109.31 m2 (i.e. 33 % of total area) will

be developed as greenbelt and other forms of greenery.

6.2 Social Infrastructure

Depending on the growth of the company the required social infrastructure will be provided.

6.3 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc)

Major factors involved in the selection of site are listed below:

Site situated in SIPCOT Industrial Estate.

Site is well connected by road & Rail

Proximity to raw material suppliers

Availability of power and cleaner fuel - natural gas.

Availability of water from SIPCOT water supply

Availability of effluent discharge

Availability of common TSDF and common incineration sites in nearby area.

Availability of skilled workmen

Proximity to access to already existing social and commercial infrastructure.

6.4 Drinking water Management (Source & Supply of water)

Total water requirement shall be met through SIPCOT water supply.

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6.5 Sewerage System

Sewage pipes will 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 sections of the

industry. These liquid wastes will be sent to ETP/STP.

6.6 Solid Waste Management

Please refer Form-I, Annexure-V.

6.7 Power Requirement & Supply/Source

Please refer Section 3.8 of this report.

7.0 Rehabilitation and Resettlement (R & R) Plan

7.1 Policy to be adopted (central/state) in respect of the project affected including home oustees,

land oustees and landless laborers (a brief outline to be given)

There is no habitation on the proposed expansion project area as proposed expansion is within the

existing premises. 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).

All activities related to proposed expansion project shall be started soon after getting Environmental

Clearance.

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. 319.82 Crores (Existing = Rs. 169.82 Crores +

Additional Proposed = Rs. 150 Crores). Capital Cost for EMS will be Rs. 56.05 Crores (Existing – Rs.

26.05 Crores + Additional Proposed = Rs. 30 Crores). Recurring Cost of EMS will be Rs. 9.22 Crores

(Existing = Rs. 8.22 Crores + Additional Proposed = Rs. 1 Crore)

Existing Additional Total Sr.

No. Particulars

(INR IN Crores) (INR IN Crores) (INR IN Crores)

1 Land and Site Development 2.03

2 Building 16.85

3 Plant and Machineries 124.89

120 263.77

4

Environment protection measures

(includes cost of ETP, Tree Plantation,

Evaporator System and Rain Water

Harvesting etc.)

26.05 30 56.05

Total 169.82 150 319.82

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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 expansion 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.