PRE - FEASIBILITY REPORT€¦ · PRE - FEASIBILITY REPORT for PROPOSED EXPANSION OF PESTICIDE...
Transcript of PRE - FEASIBILITY REPORT€¦ · PRE - FEASIBILITY REPORT for PROPOSED EXPANSION OF PESTICIDE...
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:
2
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
3
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
4
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
5
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
6
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
7
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
8
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
9
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
10
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
11
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.
12
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
13
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.
14
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
15
Specific location and project boundary (Google Map)
16
Plot Layout
17
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.
18
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.
19
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
20
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.
22
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.