PRE - FEASIBILITY REPORTenvironmentclearance.nic.in/writereaddata/Online/... · 5 CYPERMETHRIN m-phenoxy Benzaldehyde 0.460 39515-51-0 1222 mg/kg D V Acid Chloride 0.560 52314 - 67

1

PRE - FEASIBILITY REPORT

for

PROPOSED UNIT OF PESTICIDES & PESTICIDE

SPECIFIC INTERMEDIATES PRODUCTS

of

M/s. TAGROS CHEMICALS INDIA PVT. LTD. PLOT NO. 16, G.I.D.C. ESTATE, PANOLI-394116,

TAL: ANKLESWAR, DIST: BHARUCH (GUJ.)

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:











Prepared By:

2

CONTENTS

Sr.

No.

Description Page No.

1. Executive Summary 3

2. Introduction of the Project/Background information 11

3. Project Description 13

4. Site Analysis 17

5. Planning Brief 24

6. Proposed Infrastructure 26

7. Rehabilitation and resettlement (R & R) Plan 27

8. Project Schedule & Cost Estimates 28

9. Analysis of Proposal (Final Recommendations) 28

3

1.0 Executive Summary

1.1 Project Details M/s. Tagros Chemicals India Pvt. Ltd. proposes Pesticides & Pesticide specific intermediates unit at

Plot No. 16, GIDC, Panoli-394116, Dist: Bharuch, Gujarat. Total Cost of Project will be Rs. 420 Crores.

Total Plot Area is 79,215.56 m2

out of which 26,141.13 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

PROPOSED CAPACITY

(MT/MONTH)

CAS NOS. LD50

(mg/kg)

PESTICIDES & PESTICIDE SPECIFIC INTERMEDIATES

1 DV Acid Chloride 5(b) 500 52314-67-7 N.A.

2 Trans CMAC 5(b) 250 52314-67-7 N.A.

3 Cypermethrin 5(b) 300 52315-07-8 250

4 Permethrin 5(b) 300 52645-53-1 430 to 4000

5 Alphamethrin 5(b) 300 67375-30-8 >50

6 Pyriproxypane 5(b) 75 95737-68-1 >5000

7 Tefluthrin 5(b) 75 79538-32-2 21.8

8 Transfluthrin 5(b) 75 118712-89-3 >5000

9 Sulfentrazone 5(b) 250 122836-35-5 >2000

10 Dicamba 5(b) 500 1918-00-9 757 to 2000

11 Carfentrazone 5(b) 250 128639-02-1 > 5,000

12 Propoxer 5(b) 100 114-26-1 83

13 Imidacloprid 5(b) 100 138261-41-3 450

14 Acetamiprid 5(b) 100 135410-20-7 180

15 Meta Phenoxy Benzaldehyde 5(b) 500 39515-51-0 1222

16 Meta Phenoxybenzyl Alcohol 5(b) 200 13826-35-2 1496

17 Deltamethrin Tech 5(b) 500 52918-63-5 128

18 Metamitron Technical 5(b) 300 41394-05-2 >4000

19 Hydroxy Benzo Furan (HBF) 5(b) 7473-98-5 N.A.

22

Lambda Cyhalothrin

(Lambamethrin)

5(b) 91465-08-6 15

21

Diethyl Phenyl Acetamide (Tech)

(DEPA)

5(b)

200

2431-96-1 4300

TOTAL 4875

INORGANIC PRODUCTS (NOT COVERED UNDER EIA NOTIFICATION, 2006)

22 Sodium Sulfite Powder - 1817 7757-83-7 820

23 KCl Powder - 344 7447-40-7 3020

24 Ammonium Chloride - 433 12125-02-9 1300

25 Poly Alumunium Chloride - 4029 1327-41-9 2000

TOTAL 6623

4

26 Formulation - 5475 - -

BY-PRODUCTS

1 HCl Solution (30%) - 709 7647-01-0 238-277

2 AlCl3 Soln

(in KL) - 4029 7446-70-0 1990

3 Cupric Chloride - 5.25 7447-39-4 N.A.

4 Spent Acid (Sulphuric) - 10815.3 7664-93-9 2440

TOTAL 15558.55

1 D.G. Sets 2500 KVA x 1, 1500

KVA x 2, 1000 KVA x 2

(Stand By 2500 KVA x

1)

1.2 Raw Material Requirement

Sr.

No.

Product Name Raw

Material

Consumption

(MT/MT of

product)

CAS NOS. LD50

D V ACID CHLORIDE

Acrylonitrile 0.460 107-13-1 78 mg/kg

Carbon Tetra Chloride 1.300 56-23-5 > 20,000 mg/kg

Acetonitrile 0.050 75-05-8 140 - 6762 mg/kg

Cupric Chloride 0.011 7447-39-4 233 mg/kg

Liquid Ammonia 0.043 7664-41-7 350 mg/kg

Diethyl Amine 0.015 109-89-7 540 mg/kg

Hydrochloric Acid 1.734 7647-01-0 540 mg/kg

Thionyl Chloride 1.720 7719-09-7 324 mg/kg

Dimethyl Formamide 0.023 68-12-2 2800 mg/kg

Triethylamine 0.091 121-44-8 460 mg/kg

Isobutylene 0.595 115-11-7 620 mg/l/4h

Sodium Bicarbonate 0.153 144-55-8 3360 mg/kg

n-Hexane 0.351 110-54-3 25000 mg/kg

BF3 Catalyst Mixture 0.017 109-63-7 N/A

CS Flakes 0.929 1310-73-2 140-340 mg/kg

CS Lye 2.439 1310-73-2 140-340 mg/kg

1.

Sulphuric acid 0.480 7664-93-9 2140 mg/kg

TRANS CMAC

CMAC 1.153 52314 - 67 – 7 N.A.

Hexane 0.032 110-54-3 25000 mg/kg

Sodium bi carbonate 0.007 144-55-8 3360 mg/kg

Hypo 0.070 7681-52-9 5800 mg/kg

Thionyl chloride 0.582 7719-09-7 324 mg/kg

2

Cat-3 0.002 - N.A.

5

CYPERMETHRIN

m-phenoxy Benzaldehyde 0.460 39515-51-0 1222 mg/kg

D V Acid Chloride 0.560 52314 - 67 – 7 N.A.

Sodium Cyanide 0.140 143-33-9 6.44 mg/kg

Soda Ash 0.015 497-19-8 4090 mg/kg

Catalyst 0.015 - N.A.

Acetic acid 0.003 64-19-7 3310 mg/kg

Hexane 0.061 110-54-3 25000 mg/kg

3.

Hypochloride 0.420 7681-52-9 5800 mg/kg

PERMETHRIN

m-Phenoxy Benzyl Alcohol 0.512 13826-35-2 3000 mg/kg


Hexane 0.043 110-54-3 25000 mg/kg

Soda Ash 0.015 497-19-8 4090 mg/kg

Acetic acid 0.003 64-19-7 3310 mg/kg

4.


ALPHACYPERMETHRIN

m-phenoxy Benzaldehyde 0.883 39515-51-0 1222 mg/kg



Soda Ash 0.027 497-19-8 4090 mg/kg


Acetic acid 0.006 64-19-7 3310 mg/kg

Hexane 0.136 110-54-3 25000 mg/kg

Hypochloride 0.072 7681-52-9 5800 mg/kg

5.


PYRIPROXYPANE

4-phenoxyphenol 0.351 831-82-3 ----

Propylene oxide 0.265 75-56-9 20800 mg/kg

30% hydrochloric acid 0.243 7647-01-0 >5010 mg/kg

Toluene 0.096 108-88-3 14100 mg/kg

2-chloropyridine 0.464 109-09-1 2150 mg/kg

Potassium hydroxide 0.342 1310-58-3 273 mg/kg

6.

Methanol 0.174 67-56-1 15800 mg/kg

TEFLUTHRIN

Lambda cyclothric Acid 0.581 91465-08-6 > 2000 mg/kg


Soda ash 0.050 497-19-8 4090 mg/kg

Toluene 0.060 108-88-3 14100 mg/kg

m TFBA 0.465 4084-38-2 583 mg/kg

7.

Isopropyl Alcohol 0.080 67-63-0 6410 mg/kg

TRANSFLUTHRIN

Trans Cypermethrin Acid 0.574 59042-50-8 779 mg/kg

8.

Resolv-X 0.065 - > 2000 mg/kg

6

47% Caustic Lye 0.410 1310-73-2 140-340 mg/kg

30% HCl 0.098 7647-01-0 >5010 mg/kg

EDC 0.042 107-06-2 >2000 mg/kg


2,3,5,6-Tetrafluoro Benzyl Alcohol 0.485 4084-38-2 >5000 mg

Sodium Carbonate 0.025 497-19-8 4090 mg/kg

SULFENTRAZONE

Phenyl hydrazine 0.765 100-63-0 188 mg/kg

Acetaldehyde 0.376 75-07-0 3540 mg/kg


Chlorine 2.308 7782-50-5 850 mg/kg

Acetic acid 0.500 64-19-7 3310 mg/kg

Methanol 0.212 67-56-1 15800 mg/kg

10% Sodium Hydroxide 1.500 1310-73-2 ≥ 90000 mg/kg

Potassium Carbonate 0.900 584-08-7 1870 mg/kg

Dimethyl formamide 0.972 68-12-2 3040 mg/kg

Dichlorofluoromethane 0.650 75-43-4 1 g/kg

Oleum 4.450 8014-95-7 2140 mg/kg

Nitric acid 0.386 7697-37-2 >90 mL/kg

Dichloroethane 0.073 107-06-2 2800 mg/kg

Catalyst Pd/C 0.063 - -

Methane Sulfonyl chloride 0.689 124-63-0 250 mg/kg

Pyridine 0.049 110-86-1 50 mg/kg

Hydrogen 0.005 108-88-3 66667 mg/kg

Toluene 0.384 75-09-2 636 mg/kg

Dichloromethane 0.319 67-63-0 1600 mg/kg

9.

IPA 3.848 100-63-0 12800 mg/kg

DICAMBA

2,5- dichloro aniline 3.390 95-82-9 3750 mg/kg

Sodium nitrite 1.460 7632-00-0 180 mg/kg

98% Sulphuric acid 7.840 7664-93-9 2140 mg/kg

Sulfamic acid 0.100 5329-14-6 3160 mg/kg

Potassium chloride 1.080 7440-09-7 1870 mg/kg

Xylene 0.630 1330-20-7 4300 mg/kg

Carbon dioxide 1.700 124-38-9 N/A

Hydrochloric acid 30% 3.340 7647-01-0 >5010 mg/kg

Sodium hydroxide 1.660 1310-73-2 6600 mg/kg

10.

Dimethyl Sulphate 3.660 77-78-1 205 mg/kg

CARFENTRAZONE

2-fluoroaniline 0.730 348-54-9 417 mg/kg

Sodium nitrite 0.460 7632-00-0 180 mg/kg

Hydrochloric acid 4.210 7647-01-0 >5010 mg/kg

Sodium sulfite 2.710 7757-83-7 820 mg/kg

Caustic lye solution 2.644 1310-73-2 140-340 mg/kg

20% Sodium hydroxide 4.275 1310-73-2 6600 mg/kg

11.

10% Sodium Hydroxide 1.500 1310-73-2 4090 mg/kg

7

Acetaldehyde 0.382 75-07-0 3540 mg/kg


Chlorine 1.980 7782-50-5 850 mg/kg

Acetic acid 0.500 64-19-7 3310 mg/kg

Methanol 0.157 67-56-1 5628 mg/kg

Potassium Carbonate 0.924 584-08-7 1870 mg/kg


Dichlorofluoromethane 0.665 75-43-4 1,500 mg/kg

Oleum 5.565 8014-95-7 2140 mg/kg

Nitric acid 0.502 7697-37-2 >90 mL/kg


Catalyst Pd/C 0.060 - -

Ethyl acrylate 0.425 140-88-5 800 mg/kg

Acetonitrile 0.409 75-05-8 78 mg/kg

IPA 1.076 67-63-0 12800 mg/kg

PROPOXER

2-isopropoxyphenol 0.781 4812-20-8 40 to 150 mg/kg

N-methyl carbamoyl chloride 0.538 6452-47-7 850 mg


Triethylamine 0.531 121-44-8 570 mg/ kg


12.

Hexane 1.250 110-54-3 25000 mg/kg

IMIDACLOPRID

2-chloro-5-Chloromethyl pyridine 0.704 70258-18-3 N/A

2 –nitro imino imidazolidine 0.565 5465-96-3 N/A

Potassium carbonate 0.315 584-08-7 1870 mg/kg


13.

Methanol 1.550 67-56-1 5628 mg/kg

ACETAMIPRID

2-chloro-5-(Chloromethyl) pyridine 0.826 70258-18-3 N/A

N(2)-cyano-N(1)-methylacetamidine 0.510 135410-20-7 980 mg/kg

Potassium carbonate 0.385 584-08-7 1870 mg/kg


TEBAC 0.010 56-37-1 2219 mg/kg

14.

Ethyl acetate 1.800 70258-18-3 5620 mg/kg

META PHENOXY BENZALDEHYDE

Benzaldehyde 1.000 100-52-7 1300 mg/kg

Bromine 0.771 7726-95-6 3100 mg/kg

Chlorine 0.646 7782-50-5 850 mg/kg

DCE 7.009 107-06-2 860-970 mg/kg

AlCl3 0.796 7446-70-0 3805 mg/kg

Sodium Thiosulphate 0.022 7772-98-7 4,500-5,000 kg/kg

MEG 0.533 107-21-1 10,600 mg/kg.

Phenol 0.751 108-95-2 317 mg/kg

KOH 0.465 1310-58-3 273 mg/kg

15.

Toluene 0.525 108-88-3 636 mg/kg

8

H2SO4 (98 %) 1.665 7664-93-9 2140 mg/kg

META PHENOXYBENZYL ALCOHOL

Hydrogen 0.120 1333-74-0 66667 mg/kg

MPB 0.990 39515-51-0 1222 mg/kg

Raney Nickel 0.049 12635-27-7 > 9000 mg/kg

16.

Iso Propyl Alcohol 1.013 67-63-0 5045 mg/kg

DELTAMETHRIN TECH

CIS-CMA 1.212 59042-50-8 >10,000 mg/kg

DMA opt. HCl 0.045 660-68-4 1070 mg/kg

Ethylene Di chloride 0.400 107-06-2 >200 - 2000 mg/kg

Caustic soda 0.232 1310-73-2 140-340 mg/kg

Hydrochloric acid 30% 0.743 7647-01-0 680-791 mg/kg

Hydrochloric acid 33% 1.000 7647-01-0 900 mg/kg

MDC /EDC 0.370

75-09-2/107-

06-2

1600 mg/kg/ >2000

mg/kg

Aluminium chloride 0.940 7446-70-0 3805 mg/kg

HBr dry 1.690 10035-10-6 >90 mL/kg

Caustic lye 47% 0.841 1310-73-2 104-340 mg/kg

Hexane 0.241 110-54-3 25000 mg/kg

DMF 0.003 68-12-2 2800 MG/KG.


Lye 1.055 1310-73-2 6600 mg/kg

Sodium cyanide 0.145 143-33-9 10.4 mg/kg

TEBAC 0.015 56-37-1 2219 mg/kg

HCL 1.545 7647-01-0 >5010 mg/kg

Scrubbing 1.220 - -

As ice 1.100 7789-20-2 5628 mg/kg

10% Sodium Hypo chloride 1.025 7681-52-9 5800 mg/kg

chloride MPB 0.490 53874-66-1 -

Triethylamine 0.450 121-44-8 570 mg/ kg

17.

IPA 0.200 67-63-0 12800 mg/kg

METAMITRON

Sodium cyanide 0.580 143-33-9 10.4 mg/kg

Toluene 1.263 108-88-3 636 mg/kg

Benzaldehyde 1.022 100-52-7 1300 mg/kg


Methanol / Ethanol

2.975

67-56-1/ 64-

17-5

5628 mg/kg/ 7g/kg


Toluene 1.482 108-88-3 636 mg/kg

TEBA 0.042 56-37-1 2219 mg/kg

Sod. Hypo 4.389 7681-52-9 5800 mg/kg

HH 0.655 7803-57-8 129 mg/kg

PTSA 0.050 104-15-4 2480 mg/kg

AH 0.794 43183-98-8 14500 mg kg

18.

DMA 3.935 - 3,900 mg/kg

9

AA 0.015 64-19-7 1900 mg/kg

K2CO3 0.021 584-08-7 1870 mg/kg

HYDROXY BENZO FURAN

Isobutyl Aldehyde 0.314 78-84-2 960 mg/kg

Toluene 0.084 108-88-3 636 mg/kg

Morpholine 0.328 110-91-8 500 mg/kg

19.

Parabenzoquinone 0.383 106-51-4 130 mg/kg

LAMBDA CYHALOTHRIN (LAMDAMETHRIN)

Chrysanthanic Acid 0.539 4638-92-0 17.4 mg/kg


HCl 0.081 7647-01-0 >5010 mg/kg

MPBD 0.441 39515-51-0 >380 mg/kg

NaCN 0.109 143-33-9 6.44 mg/kg

Water 0.370 7732-18-5 3000 mg/kg

C.S.Lye 0.015 1310-73-2 140 mg/kg

20.

Hexane 0.060 110-54-3 25000 mg/kg

DIETHYL PHENYL ACETAMIDE (TECH) (DEPA)

HCl 0.260 7647-01-0 >5010 mg/kg

Phenyl Acetic Acid 0.903 103-82-2 2250 mg/kg

EDC 2.350 107-06-2 >200 - 2000 mg/kg


Diethyl Amine 0.625 109-89-7 820 mg/ kg

21.

Sodium Bi Carbonate 0.045 144-55-8 4,000 mg/kg

SODIUM SULFITE POWDER 22.

Sodium Sulphite Soln 20% 5.610 7757-83-7 820 mg/kg

KCL POWDER 23.

Potassium chloride Soln 18% 5.800 7440-09-7 2600 mg/kg

AMMONIUM CLORIDE POWDER

Ammonium Chloride Soln 3.365 12125-02-9 1650 mg/Kg

24.

Ammonia Gas 0.163 7664-41-7 28130 mg/m3

POLY ALUMUNIUM CHLORIDE

Bromination Reaction mass 3.315 7726-95-6 3530 mg/kg

AlCl3 0.765 7446-70-0 3450 mg/kg

25.

NaOH 0.120 1310-73-2 4090 mg/kg.

RAW MATERIALS FOR FORMULATION

1. Alpha Cypermethrin Tech 96% 171.2 67375-30-8 > 200 mg/kg

2. Alpha Cypermethrin Tech 85% 24.00 67375-30-8 >400mg/kg

3. Aplhamethrin Tech 96% 85.60 67375-30-8

4. Carfentrazone Tech 92% 109.2 128639-02-1 >5000 mg/kg

5. Chlorpyrifos Tech 96% 83.2 2921-88-2 203 mg/kg

6. Cypermethrin Tech 96% 83.2 67375-30-8 0.035 μg/bee

7. Deltamethrin Tech 96% 171.2 52918-63-5 >50-300 mg/kg

8. Lambda Cyhalothrin Tech 85% 41.6 91465-08-6 79 mg/kg

9. Lambda Cyhalothrin Tech 96% 107.2 91465-08-6 >3950 mg/kg

10. Hexaconazole Tech 96% 85.6 79983-71-4 2189mg/kg

11. Imidacloprid Tech 96% 44 138261-41-3 >5000 mg/kg

10

12. Lambda Cyhalothrin Tech 96% 41.6 91465-08-6 >300-2000 mg/kg

13. Permethrin Tech 96% 65.6 52645-53-1 1,030 mg/kg

14. Propiconazole Tech 96% 41.6 60207-90-1 >300-2000 mg/kg

15. Thiamethoxam Tech 92% 163.4 153719-23-4 >2000 mg/kg

16. Sulfentrazane Tech 96% 44 122836-35-5 2560 mg/kg

17. Sulfentrazane Tech 92% 163.4 122836-35-5 2560 mg/kg

18. Dispensing/ Suspending Agent 152 -

19. Emulsifier and Stabilizer 224 -

20. GIDC Water 1376 -

21. Thickening Agent 82 -

22. Precipitated Silica / Clay 960 -

23. Wetting /Suspending Agent 100 -

24. Solvent 2433.2 -

1.3 Water Requirement, Waste Water Generation and Treatment Total water requirement will be 4124 KL/Day (Fresh = 2158 KL/day + Recycled = 1966 KL/day) which

will be met through GIDC water supply. Total wastewater generation will be 2090 KL/Day. Out of

2090 KL/Day, Low COD effluent will be treated in ETP followed by RO. Treated waste water i.e. 1966

KL/day will be recycled into Boiler, Cooling & Chilling after treatment in ETP & RO and remaining

quantity of 124 KL/Day concentrate waste water will be feed to MEE & VTFD converted in salt and

disposed to TSDF sites.

1.4 Air Pollution Source and Control Management There will be emission from Boiler (4 Nos.) + Thermopack (2 Nos.) i.e. Common Stack, D.G. Set (5

Nos.) and Process Vents (4 Nos.). To control the emission from Stacks ESP, bag filter will be provided

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

two stage water scrubbers will be installed.

1.5 Hazardous Waste

Sr.

No.

Type of Waste Category

no.

Proposed

Quantity

Method of Disposal

1. Used Lube Oil 5.1 200

Lit/M

Collection, Storage, recycle reused in factory

premises or Transportation & Disposal by sale to

authorized Recyclers.

Discarded Drums

& containers

4

MT/ M

2.

Discarded liners

& cardboards

33.1

2

MT/M

Collection, Storage, recycle reused in factory

premises for hazardous waste packing or

Decontaminated transportation back to the

supplier for reuse or sold to GPCB authorized

vendors

3. Cotton wastes/

raw dust / bag

filters containing

pesticides

29.1 1.2

MT/M

Collection, Storage transportation for co-

processing in cement industry or incineration in

common incineration facility.

11

4. Process/

Distillation

Residue

29.1 379

MT/M

Collection, Storage transportation for co-



5. ETP Sludge 35.3 25

MT/M

Collection, Storage, Transportation, Disposal at

TSDF Sites.

6. MEE salt 35.3 1800

MT/M


TSDF Sites.

7. Spent carbon

from ETP

35.3 400

Kg/M

Collection, Storage, Transportation for co-



8. Sludge from wet

scrubber

35.3 2

MT/M


TSDF Sites.

9. Spent Solvent 20.2 38698

MT/M

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.

10. Spent Acid B-32 10815.25

MT/M

Collections, Storage, reused /recycle or sell to

authorized end user.

11. Aluminium

Chloride Solution

(AlCl3) (in KL)

B-32 4029

KL/M

Collection, Storage, reused or Transportation &

Disposal by sale to authorized end user.

1.6 Green Belt Total Plot Area is 79,215.56 m

2 out of which 26,141.13 m

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

for green belt development.

1.7 Power & Fuel Requirements Power requirement will be 5.5 MW which will be taken from DGVCL. 5 Nos. of DG Sets (1000 KVA

x 2 Nos. + 1500 KVA x 2 Nos. + 2500 KVA x 1 No.) will be kept for emergency power back up.

Fuel: Coal: 120 MT/Day, HSD: 450 Lit. /Hr., Bio Mass (Briquettes): 10 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 M/s. Tagros Chemicals India Pvt. Ltd. proposes Pesticides & Pesticide specific intermediates unit at

Plot No. 16, GIDC, Panoli-394116, Dist: Bharuch, Gujarat.

12

2.2 Brief description of nature of the Project Propose Pesticides & 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.

13

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

14

Specific location and project boundary

15

Plot Layout

16

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 Pvt. Ltd. to set up new facility. Over and above major raw material suppliers

are available in this region and considering proximity to existing operational unit in Panoli GIDC, it

was finally decided to set up new facility.

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

Site situated in Notified 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 GIDC water supply

Availability of effluent discharge pipeline to deep Sea through NCT pipe line via FETP

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

Availability of skilled workmen

Proximity to cities like Bharuch and Ankleshwar, ensure 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.

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

given.

Water Source

Total water requirement shall be met through GIDC water supply.

17

Power & Fuel Requirement Power requirement will be 5.5 MW which will be taken from DGVCL. 5 Nos. of DG Sets (1000 KVA

x 2 Nos. + 1500 KVA x 2 Nos. + 2500 KVA x 1 No.) will be kept for emergency power back up.

Fuel: Coal: 120 MT/Day, HSD: 450 Lit./Hr, Bio Mass (Briquettes): 10 MT/Day

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

management/disposal.

Please refer Form-I, Annexure-V.

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

purpose.

4.0 Site Analysis

4.1 Connectivity






Availability of effluent discharge pipeline to deep Sea through NCTL pipe line via FETP

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

18





4.2 Land Form, Land Use and Land Ownership

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.

CRZ Clearance is not applicable.

19

(Source: Environmental Information Center, New Delhi)

AREAS UNDER DIFFERENT LANDUSE

(Source: Environmental Information Center, New Delhi)

4.4 Existing Infrastructure The proposed project is located in G.I.D.C., Panoli, Dist: Bharuch (Guj.) which is a well developed

designated Industrial Area.

Total Plot Area = 79,215.56 m2

Green Belt = 26,141.13 m2

SR.

NO.

LANDUSE CLASSIFICATION AREA WITHIN 10 KM OF

PROJECT LOCATION

PERCENTAGE OF

TOTAL AREA

1 Agriculture 80.32 25.56

2 Fallow Land 135.48 43.11

3 Habitation, Settlement 31.34 9.97

4 Marshy Land 0.20 0.06

5 Miscellaneous Land 28.44 9.05

6 Degraded Vegetation 1.98 0.63

7 Water 2.36 0.75

8 Open & Barren Land 33.37 10.62

9 River 0.74 0.24

Total 314.23 100.00

20

4.5 Soil Classification Soil Characteristics under Project Area are as below Table;

Mappi

ng

Catego

ry

Area

in (Sq

km)

Description Taxono

my1

Taxonom

y2

Class Sub_C

lass

Soil

Unit

(Order)

Physiog

raphy

Dept

h

Erosi

on

Drain

age

Surfa

ce

Textu

re

pH Salinity

/

Alkalini

ty

Calca

reous

ness

Fertilit

y

B 54.85 Very deep,

moderately well

drained, fine soils on

very gently sloping

basalic interfluves

with slight erosion;

associated with deep

well drained,

calareous fine soils

with slight erosion

Fine,

montrm

orilloniti

c,

hyperth

ermic

Typic

Chromu

sterts

Fine,

montmori

llonitic

(calcareou

s)

hyperther

mic Vertic

Ustochrep

ts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

interfl

uves

Vertisol

/

Inceptis

ol

Very

Gently

sloping

Very

Deep-

Deep

Slight Mod.

Well

Fine Neutr

al

Nil Calcar

eous

Mediu

m

C 0.12 Very deep,

moderately well


very gently sloping

basaltic interfluves

with moderate

erosion; associated

with very deep, well

drained, fine soils with

moderate erosion

Fine,

montmo

rillonitic,

hyperth

ermic

Typic

Chromu

sters

Fine,

montmori

llonitic,

hyperther

mic Vertic

Ustochrep

ts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

interfl

uves

Vertisol

/

Inceptis

ol

Very

Gently

sloping

Very

Deep

Mode

rate

Mod.

Well

Fine Neutr

al

Nil Nil Mediu

m

21

D 103.3

3

Very deep,

moderately well


nearly level alluvial

plain with slight

erosion and slight

salinity; associated

with deep, moderately

well drained

calcareous fine soils

with slight erosion and

slight salinity

Fine,

montmo

rillonitic,

isohyper

thermic

Vertic

Ustrope

pts

Fine,

montmori

llonitic

(calcareou

s),

isohypert

hermic

Vertic

Ustropept

s

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Inceptis

ol

Nearly

level

alluvial

V.Dee

p-

Deep

Slight Mod.

Well

Fine Slightl

y

alkali

ne

Slight

Salinity

Calcar

eous

Mediu

m

G 63.34 Very deep,

moderately well


very gently sloping

alluvial plain with

moderate erosion;

associated with very

deep, moderately well


nearly level lands with

slight erosion.

Fine,

montmo

rillonitic,

hyperth

ermic

Typic

Chromu

sters

Fine,

montmori

llonitic,

hyperther

mic Vertic

Ustochrep

ts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Very

gently

sloping

Very

Deep

Sligt-

Mod.

Mod.

Well

Fine

Soil

Slightl

y

alkali

ne

Nil Nil Mediu

m

22

H 80.95 Very deep,

moderately well


neraly level alluvial

plain with slight

erosion; associated

with very deep

moderately well

drained, calcareous,

fine soils on gently

sloping lands with

severe erosion

Fine,

montmo

rillonitic,

hyperth

ermic

Typic

Chromu

sterts

Fine,

montmori

llonitic

(calcareou

s),

hyperther

mic Typic

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Nearly

level

aluvial

Very

Deep

Slight

-

Sever

e

Mod.

Well

Fine

Soil

Slightl

y

alkali

ne

Nil Nil Low-

Mediu

m

J 1.36 Very deep,

moderately well


very gently sloping

alluvial plain with

moderate erosion and

moderate salinity;

associated with very

deep, moderately well

drained calcareous,

fine soils with

moderate erosion

Fine,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Fine,

montmori

llonitic,

(calcareou

s),

hyperther

mic Udic

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Very

gently

sloping

Very

Deep

Mode

rate

Mod.

Well

Fine

Soil

Slightl

y

alkali

ne

Modera

te

Nil Low-

Mediu

m

K 7.83 Moderately deep,

moderately well



plain with slight

erosion and moderate


with very deep,

moderately well

drained, calcareous,

Fine,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Fine,

montmori

llonitic,

(calcareou

s),

isohypert

hermic

Udic

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Nearly

level

Mod.

Deep-

V.Dee

p

Slight

Erosio

n

Well-

Mod.

Fine

Soils

Slightl

y

alkali

ne

Modera

te

Nil Mediu

m

23

fine soils with slight

erosion and slight

salinity

L 1.31 Very deep,

moderately well



plain with slight



with very deep,

imperfectly drained,

calcareous, very fine

soils with slight


salinity

Fine,

montmo

rillonitic,

isohyper

thermic

Typic

Chromu

sterts

Very-fine,

montmori

llonitic

(calcareou

s),

isohypert

hermic

Udit

Chromust

erts

Soils

of

west

coast

(soils

of

Gujara

t

plain)

Soils

of

alluvia

l

plains

Vertisol Nearly

level

Very

Deep

Slight

Erosio

n

Weel

Drain

ed-

Fine

Soils-

V.Fin

e

Soils

Slightl

y

alkali

ne

Modera

te

Nil Mediu

m

(Source: Environmental Information Centre, New Delhi)

24

SOIL CHARACTERISTICS MAP

(Source: Environmental Information Centre, New Delhi)

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 Pesticides & Pesticide specific

intermediates unit at Plot No. 16, GIDC, Panoli-394116, Dist: Bharuch, Gujarat.

5.2 Population Projection Shall be incorporated in the EIA Study

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

Total Plot Area: 79,215.56 m2

Total 79,215.56 m2

land area is available at site; out of this 26,141.13 m2 (i.e. 33 % of total area) will

be developed as greenbelt and other forms of greenery.

25

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

Details of amenities available in study area Taluka Village Educational Medical Drinking Water Post &

Telegraph

Communi

cation

Approach

to Village

Nearest

Town

Power

Supply

Bharan P(2) CWC, PHS T, W PO BS PR, KR Kosamba- 8 EA

Amboli P(2) -(- 5 KMS.) W, TK PO, Phone BS PR, KR Ankleshwar-1 EA

Boidara P(2) -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-1 EA

Nangal P(2) CHW T, W PO, Phone BS PR, KR Ankleshwar-6 EA

Hajat P(2), Ac -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-12 EA

Adol P(2) PHS, FPC, CHW T, W PO BS PR, KR Ankleshwar-11 EA

Umarwada P(3), O PHS, RP T, W, HP PO, Phone BS PR, KR Ankleshwar-6 EA

Safipura UNINHABITED

Kapodara P(2),O PHS, CHW, FPC T, W PO, Phone BS PR Ankleshwar-7 EA

Bhadkodara P(2) CHW T, W PO, Phone -(- 5 KMS.) PR, KR Ankleshwar-7 EA

Piraman P(3), Tr, O PHS T, W PO, Phone BS PR, KR Ankleshwar-1 EA

Kosamadi P(6), O PHS, RP(3) T, W, HP PO, Phone BS PR, KR Ankleshwar-12 EA

Bakrol P(2) CHW T, W, HP -(-5 KMS) BS PR, KR Ankleshwar-8 EA

Sanjali P(2), O CHW T, W PO, Phone BS, RS PR, KR Ankleshwar-10 EA

Alonj P(2), O CHW T, W, HP PO BS PR, KR Ankleshwar-15 EA

Piludara P(2) -(10+ KMS) T, W PO, Phone BS PR Ankleshwar-13 EA

Telva P(2), Ac, O CHW T, W -(-5KMS) BS PR Ankleshwar-16 EA

Pardi Idris P(2) CHW T, W Po BS PR, KR Ankleshwar-12 EA

Adadara P(2) CHW T, W -(-5 KMS.) BS PR Kosamba-7 EA

Utiyadara P(2) -(-5 KMS) T, W -(-5 KMS) BS PR Kosamba-3 EA

Karmali P(2),O -(-5 KMS) T, W Phone BS PR Ankleshwar-13 EA

Ravidra P(2), O PHC, CHW T, W PO, Phone BS PR Ankleshwar-10 EA

Panoli

P(3), H, O H, MH, CWC,

PHS, D, FPC,

NH, RP, SMP,

CHW

T, W PTO, Phone BS, RS PR Ankleshwar-10 EA

Kharod

P(3), H, O CWC, PHC,

CHW

T, W PO, Phone BS PR, KR Ankleshwar-10 EA

Ankleshw

ar

Bhadi P(2), O -(-5 KMS) T, W PO BS PR, KR Ankleshwar-12 EA

Hathuran P(3), Ac(3) PHS T, W, TK, TW, C PO, Phone BS, RS PR, KR Kosamba-5 EA

Nana Borsara P, Ac -(5-10 kms) T, W, TK -(-5 KMS.) -(-5KMS) KR Kosamba-5 EA

Dhamdod P, Ac, O CHW T, W, TK PO BS PR, KR Kosamba-5 EA

Nandvav P, Ac(2) PHS, CHW T,W, TK, C, N PO BS PR, KR Kosamba-10 EA

Moti Pardi P, Ac CWC, CHW T, W, TK, C -(5-10 Kms) BS PR, KR Kosamba-16

Dinod P PHS, FPC, CHW T, W, TK PO BS KR Kosamba-8 EA

Mangrol

Boridara P CHW T, W, TK PO BS KR Kosamba-15 EA

26

Mahuej P, Ac(2), O PHS T, W, TW, TK, C PO, Phone BS PR, KR Surat-31 EA

Hansot Ghodadara P(2), O CHW T, W, TK, C PO BS PR, KR Ankleshwar-8 EA

Valia

Kondh

P(4), H, O PHS, D, FPC, RP,

CHW

T, W PO BS PR, KR Ankleshwar-12 EA

(Courtesy: Census Dept., GOI)

ABBREVIATIONS

1. Education

P-Primary Elementary School

H-Matriculation or Secondary

O-Other Educational Institution

PUC-Higher Secondary/Intermediate/pre-University/junior Collage

AC – Adult literacy class

TR – Training center

2. Medical Facilities

RP-Registered Private Practitioner

PHS-Primary Health Centre

FPC-Family Planning Centre

D- Dispensary

CHW - Community Health Worker/Health Worker

H - Hospital

NH - Nursing Home

MH - Maternity Home

PHC - Public Health Centre

CWC - Child Welfare Centre

TB - T.B Clinic

O – Others

3. Drinking Water

T-Tap Water

HP-Hand Pump

TK-Tank Water

W-Well Water

R-River Water

C-Canal

N - Nallah

S - Spring

4. Post & Telegraph

PO-Post Office

PTO-Post & Telegraph

Phone-Telephone Communication

5. Transportation

RS- Railway Station

BS-Bus Station

NW-Navigable Waterway

6. Approach to Village

PR-Pucca Road

KR-Kuccha Road

7. Power Supply

EA-Electricity for all purposes

EAG - Electricity for Agriculture

ED - Electricity for domestic

EO - Electricity for other purpose like Industrial, Commercial etc.

6.0 Proposed Infrastructure Proposed project is within the Panoli GIDC.

6.1 Green Belt

Total 79,215.56 m2

land area is available at site; out of this 26,141.13 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.

27

6.3 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc) Major factors involved in the selection of site are listed below:






Availability of effluent discharge pipeline to deep Sea through NCTL pipe line via FETP





6.4 Drinking water Management (Source & Supply of water) Total water requirement shall be met through GIDC water supply.

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.

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 project area and it is open industrial land which is purchased

from GIDC for development of factory, 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.

28

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 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. 420 Crores. Cost for EMS will be Rs. 25 Crores.

Sr.

No.

Particulars ESTIMATED COST

(INR in Crores)

1 Land and Site Development 15

2 Building 30

3 Plant and Machineries 350

4 Environment protection measures (includes cost of ETP,

Tree Plantation, Evaporator System and Rain Water

Harvesting etc.)

25

TOTAL 420

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.

Documents

PRE - FEASIBILITY REPORTenvironmentclearance.nic.in/writereaddata/Online/... · 5 CYPERMETHRIN m-phenoxy Benzaldehyde 0.460 39515-51-0 1222 mg/kg D V Acid Chloride 0.560 52314 - 67