pre-feasibility report...
TRANSCRIPT
0
PRE-FEASIBILITY REPORT
for
PROPOSED NEW PESTICIDES, PESTICIDE
INTERMEDIATES, SPECIALTY CHEMICALS, BULK DRUG
INTERMEDIATES AND BULK REPACKING IN EXISTING
INORGANIC CHEMICAL, FERTILIZERS AND PESTICIDES
FORMULATION & PACKING UNIT
of
M/s. MANGAL MURTI BIO-CHEM PVT. LTD.
Survey No. 311/2, Block No. 261,
At & PO: Nana Borasara – 394 125, Taluka: Mangrol,
Dist: Surat, Gujarat
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:
1
CONTENTS
Sr. No. Description Page No.
1. Executive Summary 2
2. Introduction of the Project/Background information 24
3. Project Description 25
4. Site Analysis 30
5. Planning Brief 37
6. Proposed Infrastructure 41
7. Rehabilitation and resettlement (R & R) Plan 42
8. Project Schedule & Cost Estimates 42
9. Analysis of Proposal (Final Recommendations) 43
2
1.0 EXECUTIVE SUMMARY
1.1 Company Profile
M/s. Mangal Murti Bio-Chem Pvt. Ltd. is engaged in manufacturing Fertilizers, Liquid
Bromine and Pesticides Formulation & Packing at Survey No. 311/2, Block No. 261, At & PO:
Nana Borasara, Taluka: Mangrol, Dist: Surat - 394 125, Gujarat.
Now, company is going for expansion of existing manufacturing unit by addition of new
products within existing premises.
1.2 Project Details
List of Products along with Production Capacity
Sr.
No.
Products CAS No. LD50
(Oral)
mg/Kg
End Use Production Quantity
(MT/Month)
Existing Total after
Proposed
Expansion
Inorganic Chemical
1 Liquid Bromine 7726-95-6 2600
Agro-
Intermediate
50 50
Fertilizers
2 NPK Fertilizer 66455-26-3 -- Farming 3000 3000
3 Magnesium Sulphate 10034-99-8 -- 462 462
4 Ammonium Sulphate 7783-20-2 2840 52 52
5 Di Ammonium
Phosphate
7783-28-0 -- 51 51
6 Mono Ammonium
Phosphate
7722-76-1 -- 20 20
7 Calcium Nitrate 35054-52-5 -- 20 20
8 Tri Sodium
Phosphate
7601-54-9 4150 50 50
9 Mono Potassium
Phosphate
7778-77-0 -- 20 20
Pesticides & Pesticide Intermediates
10 Ethion 563-12-2 13 Agro
Formulation
-- 633
3
11 Permethrin 586-78-7 1030 Agro
Formulation
--
12 Cypermethrin 34911-51-8 250-4150 Agro
Formulation
--
13 Meta Phenoxy
Benzaldehyde
(MPBD)
3915-51-0 1222 Agro Chemical --
14 Meta Phenoxy Benzyl
Alcohol (MPBA)
13826-35-2 1496 Agro Chemical --
Specialty Chemicals
15 Streneted Phenol 61788-44-1 2500 Rubber
Chemicals
-- 451
16 Meta Bromo Anisole 2398-37-0 -- Pharma
Intermediates
--
17 Para Bromo fluoro
Benzene
460-00-4 2700 --
18 Meta Bromo Nitro
Benzene
585-79-5 -- --
19 N-Butyl Bromide 109-65-9 2761 --
20 Tetra Butyl
Ammonium Bromide
1643-19-2 2143.38 --
21 N-Propyl Bromide 106-94-5 4260 --
22 1-Bromo 3 Chlorine
Propane
109-70-6 -- --
23 ISO-Butyl Bromide 78-77-3 -- --
24 4-Amino, 1,2,4
Trizole
100-11-8 -- --
25 Para Nitro Benzyl
Bromide
110-53-2 -- --
26 N-Pentyl Bromine 10035-10-6 -- --
27 Hydro Bromic Acid in
Water (48%)
106-93-4 -- --
28 1,2-di bromo ethane 79-96-4 108 --
29 Ethyl Bromide 603-35-0 1350 --
30 Tri Phenyl Phosphine -- 1380
(mouse)
--
31 Ethyl tri phenyl
Phosnium Bromide
1530-32-1 200-2000 --
4
32 Mono Bromo Acetic
Acid
2398-37-0 -- --
33 N-Bromo Succinimide 79-08-3 -- --
34 Diethyl, Dipropyl
Malonate
128-08-5 -- --
35 Methyl Tri Phenyl
Phosnium Bromide
6065-63-0 -- --
36 Tri ethyl benzyl
ammonium chloride
1779-49-3 -- --
37 1H-1,2,4 Trizole 56-37-1 1750 --
38 1,3 Dichloro Acetone 288-88-0 --
39 Bromo Benzene 534-07-6 2699 --
Bulk Drug Intermediates
40 Meta Chloro
Propeophenone
34841-35-5 -- Bulk Drugs -- 65
41 Calcium Citrate 813-94-5 3200 --
42 Magnesium Citrate 3344-18-1 -- --
43 3-4-4 Tri Chloro
Carbanilide
101-20-2 34600 --
44 Calcium Phosphate
Collin Chloride
4826-71-5 -- --
45 Tetra Butyl Hydro
Quinine
1948-33-0 700 --
46 2-Acetyl 6-Methoxy
Naphthalene
3900-45-6 -- --
47 Methyl 3-Acetyl
Chloronate
623-70-1 -- --
48 4-Chloro Phenyl
Isocynate
104-12-1 -- --
49 2-Methoxy
Naphthalene (YARA –
YARA)
93-04-9 -- --
50 4-Methoxy 2-Nitro
Aniline
-- -- --
51 Lithium Bromide 7550-35-8 1800 --
52 Indane -1-3-dione 606-23-5 -- --
53 5-Methoxy 2- 37052-78-1 -- --
5
Mercapto
Benzalimizole
Total 3725 4874
PESTICIDES FORMULATION & PACKING
54 Dichlorovos 76% EC 62-73-7 80 Farming 357.5 357.5
55 Monocrotophos 36%
SL
6923-22-4 17-20
56 Hexaconazole 5% E.C 79983-71-4 2200-6100
57 Acephate 75% S.P. 30560-19-1 1030
58 Glyphosate 41% SL 1071-83-6 >4000
59 Mencozeb 75% WP 8018-01-7 >5000
Total 357.5 357.5
BULK REPACKING
60 Acetamipride 20% SP 160430-64-8 1065 Farming -- 195
61 Ammonium Salt of
Glyphosate 71% SG
114370-14-8 >3000
62 Atrazine 50% WP 1912-24-9 --
63 Carbendazim 50%
WP
10605-21-7 5826-
15595
64 Carbendizam 12% +
Mencozeb 63% WP
10605-21-7 +
8018-01-7
--
65 Carbofuran 3% CG 1563-66-2 8
66 Cartop Hydrochloprid
50% GR
15263-52-2 --
67 Cartop Hydrochloride
50% SP
15263-52-2 --
68 Chloropyriphos 20%
EC
2921-88-2 51-500
69 Chloropyriphos 50%
EC
2921-88-2 --
70 Cypermethrine 25%
EC
52315-07-8 >300-2000
71 Ethion 50% EC 821-48-7 --
72 Ethion 40% +
Cypermethrine 5%
EC
821-48-7 +
52315-07-8
--
73 Fenvalrate 20% EC 51630-58-1 451
6
74 Hexaconazole 5% SC 79983-71-4 >2000
75 Imidachloprid 17.8%
SL
138261-41-3 480-650
76 Imidachloprid 70%
WS
138261-41-3 695.74
77 Imidachloprid 70%
WG
138261-41-3 981
78 Indoxacarb 14.5% SC 144171-61-9 268-1730
79 Lamdacylothrin 2.5%
EC
91465-08-6 --
80 Lamdacylothrin 5%
EC
91465-08-6 --
81 Malathion 50% EC 121-75-5 >5500
82 Mencozeb 64% +
Metalaxyl 8% WP
8018-01-7 +
57837-19-1
--
83 Metalaxyl 35% WS 57837-19-1 >600
84 Paraquate Dichloride
24% SL
1910-42-5 612-707
85 Pendimethrine 30%
EC
40487-42-1 >2000
86 Phorate 10% CG 298-02-2 --
87 Pretilachlore 50% EC 51218-49-6 5508.1
88 Profenophos 50% EC 41198-08-7 358
89 Profenophos 40% +
Cypermethrine 4%
EC
41198-08-7 +
52315-07-8
--
90 Qunolphos 25% EC 13593-03-8 --
91 Sulphur 80% WDG 7704-34-9 >5000
92 Thiomethoxam 25%
WG
153719-23-4 >5000
93 Trizophos 40% EC 24017-47-8 --
94 Trycyclozole 75% WP 41814-78-2 245-314
Total -- 195
7
1.3 Raw Materials Consumption
Raw Material CAS No. Consumption Quantity
(MT/MT)
Liquid Bromine
Potassium Or Ammonium Bromide
Solution 40-45%
7758-02-3 Or 12124-97-9 1.14
Chlorine Gas 7782-50-5 0.48
Hydrochloric Acid 30% 7647-01-0 0.24
NPK Fertilizer
SSP & DAP 8011-76-5 & 7783-28-0 0.4
Urea 57-13-6 0.4
MOP 7447-40-7 0.19
Gypsum/Dolomite 13397-24-5 0.014
Magnesium Sulphate
MgO 1309-48-4 0.33
Dil. H2SO4 7664-93-9 0.83
Ammonium Sulphate
Anhydrous Ammonia 7664-41-7 0.4
Dil. H2SO4 7664-93-9 0.69
Di Ammonium Phosphate
Phosphoric Acid (85%) 7664-38-2 0.86
Anhydrous Ammonia 7664-41-7 0.27
Mono Ammonium Phosphate
Phosphoric Acid (98%) 7664-38-2 0.99
Anhydrous Ammonia 7664-41-7 0.17
Calcium Nitrate
Nitric Acid (98%) 7697-37-2 0.9
Calcium Carbonate 471-34-1 0.61
Liquor Ammonia 1336-21-6 0.055
Tri Sodium Phosphate
Phosphoric Acid (98%) 7664-38-2 0.7
Calcium Carbonate 471-34-1 0.65
Caustic Soda Lye (48%) 1310-73-2 0.24
Mono Potassium Phosphate
Phosphoric Acid – 98% 7664-38-2 0.84
Potassium Hydroxide 1310-58-3 0.41
Ethion
8
Phosphorus Penta Sulphide ( P2S5) 1314-80-3 0.738
Toluene. 108-88-3 0.292
Absolute Alcohol. 64-17-5 0.861
Caustic Soda Lye 1310-73-2 0.492
DETA + Toluene 111-40-0 2.0
NaDETA -- 2.092
Di Bromo Methane 74-95-3 0.384
Permethrin
CMAC 59042-49-8 0.583
MPBA 13826-35-2 0.512
Hexane 110-54-3 2.053
Catalyst ( Rany Nickel) 7440-02-0 0.015
Soda Ash 497-19-8 0.015
Acetic Acid. 64-19-7 0.003
Cypermethrin
CMAC 59042-49-8 0.562
MPB 39515-51-0 0.485
Hexane 110-54-3 2.053
Sodium Cyanide 143-33-9 0.14
Catalyst 7440-02-0 0.015
Soda Ash 497-19-8 0.015
Acetic Acid. 64-19-7 0.003
Hypo Chlorite 7681-52-9 0.04
Meta Phenoxy Benzaldehyde
Benzaldehyde 100-52-7 1.0
Aluminium Chloride 7446-70-0 0.796
Chlorine 7782-50-5 0.646
Bromine 7726-95-6 0.771
EDC 107-06-2 7.009
Sodium Thio-Sulphate 7772-98-7 0.022
Caustic Lye. 1310-73-2 0.365
Mono Ethylene Glycol 107-21-1 0.533
Toluene 108-88-3 5.337
Resin (Cuprous Chloride) 7758-89-6 0.036
Phenol 108-95-2 0.751
KOH 1310-58-3 0.465
Sulfuric Acid 7664-93-9 1.665
Meta Phenoxy Benzyl Alcohol
M-phenoxybenzaldehyde 39515-51-0 0.99
Hydrogen 7722-84-1 0.0123
Raney Nickel 7440-02-0 0.0489
Iso PropylAlcohol (IPA) 67-63-0 1.1241
9
Styrenated Phenol
Styrenated Monomer 100-42-5 0.694
Phenol 108-95-2 0.306
Meta Bromo Anisole
Meta bromo Nitro Benzene 585-79-5 1.25
Tetra Butyl Ammonium Bromide 1643-19-2 0.314
Toluene 108-88-3 2.837
Caustic Potash (KOH) 1310-58-3 0.986
Methanol 67-56-1 0.25
Sulpher 7704-34-9 0.033
Hydrochloric Acid 7647-01-0 0.683
Soda Ash 497-19-8 0.002
Para Bromo fluoro Benzene
Flouro Benzene 6-06-462 1.046
Liquid Bromine 7726-95-6 0.602
Caustic Solution 8% 1310-73-2 0.006
Catalyst 7440-02-0 1.046
Meta Bromo Nitro Benzene
Nitro Benzene 98-95-3 1.25
Liquid Bromine 7726-95-6 0.588
Oleum – 23% 8014-95-7 3.75
Methanol 67-56-1 0.27
Soda Ash 497-19-8 0.038
N-Butyl Bromide
N-Butanol 71-36-3 0.588
Bromine 7726-95-6 0.688
Sulpher Powder 7704-34-9 0.051
Sulfuric Acid 7664-93-9 0.235
Soda Ash 497-19-8 0.059
Tetra Butyl Ammonium Bromide
Tri Butyl Amine 102-82-9 0.65
N-Butyl Bromide 109-65-9 0.59
Acetonitrile 75-05-8 0.68
Ethyl Acetate 141-78-6 0.69
N-Propyl Bromide
N-Propanol 71-23-8 0.56
Bromine 7726-95-6 0.73
Sulpher Powder 7704-34-9 0.048
Sulfuric Acid 7664-93-9 0.166
10
Soda Ash 497-19-8 0.011
1-Bromo 3 Chlorine Propane
Aryl Chloride 1112-67-0 1.25
HBr Gas 10035-10-6 1.112
Sulfuric Acid 7664-93-9 0.25
Soda Ash 497-19-8 0.038
Sodium Sulphate 7757-82-6 0.013
ISO-Butyl Bromide
ISO-Butanol 78-83-1 0.588
Bromine 7726-95-6 0.688
Sulpher Powder 7704-34-9 0.035
Sulfuric Acid 7664-93-9 0.118
Soda Ash 497-19-8 0.059
4-Amino, 1,2,4 Trizole
Hydragine Hydrate 7803-57-8 1.25
Formic Acid 85% 64-18-6 1.075
Mix. Xylene 1330-20-7 0.062
Para Nitro Benzyl Bromide
Para Nitro Toluene 99-99-0 1.25
Acetic Acid 64-19-7 0.31
Liquid Bromine 7726-95-6 0.725
Catalyst 7440-02-0 0.063
N-Pentyl Bromine
N-Pentanol 71-41-0 0.625
Bromine 7726-95-6 0.625
Sulpher Powder 7704-34-9 0.2
Sulfuric Acid 7664-93-9 0.062
Soda Ash 497-19-8 0.019
Hydro Bromic Acid in water (48%)
Liquid Bromine 7726-95-6 0.342
Sulpher Powder 7704-34-9 0.022
1,2-Di bromo ethane
Mono Ethyl Glycol 107-21-1 0.37
Liquid Bromine 7726-95-6 0.955
Soda Ash 497-19-8 0.011
Sulphur Powder 7704-34-9 0.018
Ethyl Bromide
11
Ethylene Di bromide 106-93-4 1.25
Soda Ash 497-19-8 0.125
Tri Phenyl Phosphine
Mono Chloro Benzene 68411-45-0 1.25
Trichloride Phosphorus 7719-12-2 0.425
Mg. Turning 7439-95-4 0.625
Toluene 108-88-3 1.75
Ethyl Triphenyl Phosnium Bromide
Acetonitrile 75-05-8 0.8
Tri Phenyl Phosphine 603-35-0 0.88
Ethyl Bromide 74-96-4 0.4
Mono Bromo Acetic Acid
Mono Chloro Acetic Acid 79-11-8 1.25
Toluene 108-88-3 1.75
Hydrobromic Acid (48%) 10035-10-6 2.6
N-Bromo Succinimide
Succinimide 123-56-8 1.0
Bromine 7726-95-6 0.428
Caustic Soda Flaks 1310-73-2 0.432
Sodium Bromate 7789-38-0 0.513
Sulphuric Acid 7704-34-9 0.599
Diethyl Dipropyl Malonate
Di Ethyl Malonate 105-53-3 0.685
N-Propyl Bromide 106-94-5 1.164
Caustic Soda Flaks 1310-73-2 0.41
Methyl Tri Phenyl Phosnium Bromide
Hydrobromic Acid 10035-10-6 0.44
Di methyl Sulphate 77-78-1 0.288
Tri Phenyl Phosphine 603-35-0 0.733
IPA 67-63-0 0.666
Tri ethyl benzyl ammonium Chloride
TEA 121-44-8 0.57
Benzyl Chloride 100-44-7 0.69
IPA 67-63-0 0.075
Toluene 108-88-3 0.853
1H-1,2,4 Trizole
Hydrazine Hydrate 7803-57-8 0.96
12
Formamide 75-12-7 2.0
1,3 Dichloro Acetone
1,3 di 2-chloropropenol 96-23-1 1.25
Sodium Di Chromate 7789-12-0 1.6
Dilute Sulfuric Acid 7704-34-9 2.5
Bromo Benzene
Benzene 71-43-2 0.666
Liquid Bromine 7726-95-6 1.333
Catalyst Ferric Oxide. 1309-37-1 0.033
Soda Ash 497-19-8 0.013
Meta Chloro Propeophenone
Propiophenone 93-55-0 0.79
EDC 107-06-2 1.91
AlCl3 7446-70-0 1.03
Chlorine 7782-50-5 0.44
HCl 7647-01-0 0.15
n-Hexane 110-54-3 0.88
Calcium Citrate
Methanol 67-56-1 2.05
Calcium Oxide 1305-78-8 0.34
Citric Acid 77-92-9 0.77
Magnesium Citrate
Magnesium Oxide 1309-48-4 0.19
Citric Acid 77-92-9 0.9
3-4-4 Tri Chloro Caranilide
Toluene 108-88-3 0.27
4-Chloro Phenyl Isocynate 2131-55-7 0.53
3,4 Dichloro Aniline 95-76-1 0.51
Calcium Phosphate Collin Chloride
EDC 107-06-2 4.8
POCL3 10025-87-3 2.72
Collin Chloride 1-48-67 0.8
Calcium Carbonate (53%) 471-34-1 3.36
Methanol 67-56-1 2.4
Catalyst -- 0.008
Tetra Butyl Hydro Quinine
Toluene 108-88-3 1.34
13
Hydro Quinine 123-31-9 0.66
Sulphuric Acid 7664-93-9 0.25
Tetra Buthyl Amine 75-64-9 0.45
2-Acetyl 6-Methoxy Naphthalene
Yara-yara 93-04-9 0.79
Nitro Benzene 98-95-3 0.13
Acetyl Chloride 75-36-5 0.4
Aluminium Chloride 7446-70-0 0.82
Nitro Benzene 98-95-3 0.15
Methanol 67-56-1 0.38
Charcoal 7440-44-0 0.007
Methyl 3-Acetyl Chloronate
Liquid Ammonia 1336-21-6 0.15
Methyl Aceto Acetate 105-45-3 1.0
Methanol 67-56-1 1.0
4-Chloro Phenyl Isocynate
PDCB 106-46-7 0.8
EDC 107-06-2 2.0
CuSO4 7758-98-7 0.8
Potassium Thiocynate 333-20-0 0.52
2-Methoxy Naphthalene (YARA-YARA)
Methanol 67-56-1 0.7
B-Napthol 602-09-5 0.91
H2SO4 7664-93-9 0.21
NaOH 10% 1310-73-2 0.7
4-Methoxy 2-Nitro Aniline
Acetic Acid 64-19-7 0.89
Para Anisidine 104-94-9 0.71
Acitic Anhydride 108-24-7 0.46
Nitric Acid 7697-37-2 0.37
Glaisen’s Alkali -- 0.34
Lithium Bromide
Formic Acid 64-18-6 0.54
Lithium Hydroxide 1310-65-2 0.48
Liq. Bromine 7726-95-6 1.84
Indane -1-3-dione
Methanol 67-56-1 0.38
14
Diethyl Phthalate 84-66-2 1.92
Ethyl Acetate 141-78-6 1.88
Ethyl Alcohol 64-17-5 0.04
Diethyl Ether 60-29-7 0.08
Na Metal 7440-23-5 0.38
Sulphuric Acid 7664-93-9 1.54
5-Methoxy 2- Mercapto Benzalimizole
Na2S 1313-82-2 0.44
MNA 96-96-8 0.93
CS1 75-15-0 0.44
Activated Carbon 7440-44-0 0.04
HCl 7647-01-0 0.44
Dichlorovos 76% EC
DDVP Tech. 7-73-62 0.83
Solvent – Mix. Xylene 1330-20-7 0.08
Emulsifire 9016-45-9 0.07
Dyes – Methylene Blue 61-73-4 0.01
EPCH 106-89-8 0.01
Monocrotophos 36% SL
Monocrotophos Tech. 68% 6923-22-4 0.53
Solvent – Cyclo 108-94-1 0.47
Hexaconazole 5% E.C
Hexa Tech. 92% 79983-71-4 0.055
Solvent – mix- Xylene 1330-20-7 0.845
Emulsifire 9016-45-9 0.05
Dodelset -- 0.05
Acephate 75% S.P.
Acephate Tech. 100% 30560-19-1 0.75
Silica 112945-52-5 0.245
Aerosel O.T.B -- 0.005
Glyphosate 41% SL
Glyphosate Tech. 1071-83-6 0.41
Water 7732-18-5 0.59
Mencozeb 75% WP
Mencozeb Tech. 85% 8018-01-7 0.882
China Clay 1332-58-7 0.058
Suspending Agent 110-27-0 0.02
15
Disperaging Agent 58128-22-6 0.02
Surface Active Agent 151-21-3 0.02
Acetamipride 20% SP
Acetamipride Tech. 97% 160430-64-8 0.208
China Clay 1332-58-7 0.444
Disproseren Agent 58128-22-6 0.04
Blue Dyes 314-13-6 0.0015
Sodium Titrate Surface Active Agent 6106-24-7 0.306
Ammonium Salt of Glyphosate 71% SG
Ammonium Salt of Glyphosate Tech.
100%
114370-14-8 0.71
Amine Surfactant 61791-26-2 0.125
Ammonium Sulphate 7783-20-2 0.165
Atrazine 50% WP
Atrazine Tech. 80% 1912-24-9 0.625
China Clay 1332-58-7 0.245
W & D Agent (tamol, nno ) 9084-06-4 0.03
Suspending Agent 110-27-0 0.05
Non-ionic- E. Oxide 26316-40-6 0.05
Carbendazim 50% WP
Carbendazim Tech. 98.5% 10605-21-7 0.509
Silica 112945-52-5 0.048
China Clay 1332-58-7 0.355
Suspending Agent 110-27-0 0.03
Disperging Agent 58128-22-6 0.035
Surface Active Agent 151-21-3 0.022
Carbendizam 12% + Mencozeb 63% WP
Carbendazim Tech. 98.2% 10605-21-7 0.124
Mencozeb Tech. 85.4% 8018-01-7 0.755
Silica 112945-52-5 0.066
Disprosern Agent 58128-22-6 0.009
Blue Dyes 314-13-6 0.011
Sodium Ligno Sulphate Surface Active
Agent
8061-51-6 0.035
Carbofuran 3% CG
Carbofuran Tech. 75% 1563-66-2 0.04
Blank Granual 14808-60-7 0.91
16
Calcium Sillicate 1344-95-2 0.05
Cartop Hydrochloprid 50% GR
Cartop Hydrochloprid 98% 15263-52-2 0.513
Diluent 109-86-4 0.447
Surfactant 151-21-3 0.007
Stabilizer -- 0.003
Cartop Hydrochloprid 50% SP
Cartop Hydrochloprid 98% 15263-52-2 0.513
Diluent 109-86-4 0.447
Surfactant 151-21-3 0.007
Stabilizer -- 0.003
Chloropyriphos 20% EC
Chloropyriphos Tech. 96% 2921-88-2 0.214
Solvent – C9 64742-95-6 0.726
Emulsifire 9016-45-9 0.06
Chloropyriphos 50% EC
Chloropyriphos Tech. 96% 2921-88-2 0.52
Solvent – C9 64742-95-6 0.421
Emulsifire 9016-45-9 0.059
Cypermethrine 25% EC
Cyper Tech. 92% 52315-07-8 0.275
Solvent – C9 64742-95-6 0.656
Emulsifire 9016-45-9 0.07
Ethion 50% EC
Ethion Tech. 93% 563-12-2 0.543
Solvent – C9 64742-95-6 0.373
Emulsifire 9016-45-9 0.084
Ethion 40% + Cypermethrine 5% EC
Ethion Tech. 93% 563-12-2 0.436
Cyper Tech. 92% 52315-07-8 0.056
Solvent – C9 64742-95-6 0.41
Emulsifire 9016-45-9 0.1
Fenvalrate 20% EC
Fenvalrate Tech. 92% 51630-58-1 0.22
Solvent – C9 64742-95-6 0.72
Emulsifire 9016-45-9 0.062
Hexaconazole 5% SC
17
Hexaconazole Tech. 92% 79983-71-4 0.055
Solvent C-9 64742-95-6 0.845
Emulsifire 9016-45-9 0.05
Imidachloprid 17.8% SL
Imidachloprid Tech. 92% 138261-41-3 0.193
Solvent – DMSO 67-68-5 0.384
AIA( N-Methyl Pyrodiidone) 872-50-4 0.388
Non-Ionic Emulsifire ( EAAP &) 127087-87-0 0.035
Imidachloprid 70% WS
Imidachloprid Tech. 92% 138261-41-3 0.76
Precipitated Silica 1343-98-2 0.04
Blue Dyes 314-13-6 0.04
Antifoaming Agent 8050-81-5 0.015
Desperging Agent 58128-22-6 0.015
Sodium Ligno Sulffonate 8061-51-6 0.05
Sticking Agent 98-95-3 0.02
Binding Agent -- 0.016
Wetting Agent 9084-06-4 0.035
Surfactant 9002-93-1 0.009
Imidachloprid 70% WG
Imidachloprid Tech. 92% 138261-41-3 0.76
Ligno Sulfonic Acid, Sodium Salt 8061-51-6 0.24
Indoxacarb 14.5% SC
Indoxacarb Tech. 95% 144171-61-9 0.153
Solvent – DMSO 67-68-5, 0.567
Amophous Silicon Dioxide 7631-86-9 0.07
Inactive Enantionmer -- 0.06
Polymethoxy Polyaryl Phenol 137-07-5 0.09
Polymethoxy Polyaryl Phenol -
Phosphate
-- 0.06
Lamdacylothrin 2.5% EC
Lamdacylothrin Tech. 98% 91465-08-6 0.026
Solvent – C9 64742-95-6 0.904
Emulsifire 9016-45-9 0.07
Lamdacylothrin 5% EC
Lamdacylothrin Tech. 98% 91465-08-6 0.051
Solvent – C9 64742-95-6 0.849
18
Emulsifire 9016-45-9 0.1
Malathion 50% EC
Malathion Tech. 94.5% 121-75-5 0.534
Solvent – C9 64742-95-6 0.396
Emulsifire 9016-45-9 0.07
Mencozeb 64% + Metalaxyl 8% WP
Mencozeb Tech. 86.2% 8018-01-7 0.766
Metalazxyl Tech. 94% 57837-19-1 0.086
Silica 1343-98-2 0.103
Disprosen Suspending Agent 58128-22-6 0.01
Lisaprol -- 0.005
Sodium Ligno Sulphate Surface Active
Agent
8061-51-6 0.03
Metalaxyl 35% WS
Metalaxyl 94% 57837-19-1 0.378
China Clay 1332-58-7 0.522
Disproven Suspending Agent 58128-22-6 0.005
Lisaprol -- 0.05
Tamol Dn. Surface Active Agent 9084-06-4 0.015
Paraquate Dichloride 24% SL
Paraquate Dichloride Tech. 100% 1910-42-5 0.24
Dyes and Non-Ionic Emulcifire 127087-87-0 0.052
Pendimethrine 50% EC
Pendimethrine Tech. 96% -- 0.32
Solvent – C9 64742-95-6 0.602
Emulsifire 9016-45-9 0.08
Phorate 10% CG
Phorate Tech. 94.2 % 298-02-2 0.109
Blank Granules 14808-60-7 0.846
MEG 107-21-1 0.04
Rosin Gum -- 0.005
Pretilachlore 50% EC
Pretilachlore 51218-49-6 0.534
Mix. Xylene 1330-20-7 0.366
Emulsifier 9016-45-9 0.1
Profenophos 50% EC
Profenophos Tech. 96% 41198-08-7 0.526
19
Mix. Xylene 1330-20-7 0.374
Emulsifier 9016-45-9 0.1
Profenophos 40% + Cypermethrine 4% EC
Profenophos Tech. 96% 41198-08-7 0.421
Cyper Tech. 92% 52315-07-8 0.044
Solvent – C9 64742-95-6 0.424
Emulsifire 9016-45-9 0.11
Qunolphos 25% EC
Qunolphos Tech. 70% 13593-03-8 0364
Solvent – C9 64742-95-6 0.575
Emulsifire 9016-45-9 0.06
Dyes Blue 314-13-6 0.0004
Sulphur 80% WDG
Sulphur Tech. 85% 7704-34-9 0.941
Disperging Agent 58128-22-6 0.047
Wetting Agent 9084-06-4 0.012
Thiomethoxam 25% WG
Thiomethoxam Tech. 94% 153719-23-4 0.265
Lactos 63-42-3 0.387
Comtorch Starch -- 0.2
Sodium Lingo 8061-51-6 0.03
Disper Tox -- 0.11
Formsal GXL -- 0.007
Trizophos 40% EC
Trizophos Tech. 96% 24017-47-8 0.421
Mix. Xylene 1330-20-7 0.498
Emulsifier 9016-45-9 0.08
Trycyclozole 75% WP
Trycyclozole Tech. 96% 41814-78-2 0.787
Silica 1343-98-2 0.092
Disproven Suspending Agent 58128-22-6 0.055
Titan DNT Suspending Agent -- 0.045
Sodium Ligno Sulphate Surface Active 8061-51-6 0.02
20
1.4 Water Requirement, Waste Water Generation and Treatment
Existing:
Total raw water requirement is 25.6 KL/day (Industrial: 12.6 KL/day + Domestic: 3.0 KL/day
+ Gardening: 10.0 KL/day) which is met through GIDC water supply. Total waste water
generation is 3.5 KL/day (Industrial: 0.7 KL/day + Domestic: 2.8 KL/day). 0.7 KL/day Boiler
blow down is reused back for cooling purpose after necessary treatment. Domestic waste
water is disposed of through septic tank & soak pit.
Total after proposed expansion:
Total raw water requirement will be is 344.2 KL/day (Industrial: 317.2 KL/day + Domestic:
7.0 KL/day + Gardening: 20.0 KL/day) which will also meet through GIDC water supply. Total
waste water generation will be 119 KL/day (Industrial: 112.4 KL/day + Domestic: 6.6
KL/day). Company proposes an effluent treatment plant (ETP), MEE and RO Unit. Effluent to
be generated will be segregated into Stream-I (Low COD & TDS Stream), Stream-II (High
COD & TDS stream- Process + Cyanide Treated stream + RO Reject) and Stream-III (Cyanide
process stream). Low COD and TDS effluent + MEE condensate will treat in ETP. Treated
water will send to RO unit. Permeate water from RO will be reused in process. RO reject will
be sent to MEE for further treatment. High COD and TDS effluent + Cyanide Treated stream
(after necessary treatment) + RO Reject will be treated in MEE. Condensate from MEE shall
be sent to ETP for further Treatment. Thus, there will not any liquid discharge from unit
after proposed expansion. Domestic waste water will be disposed of through septic tank &
soak pit.
1.5 Air Pollution Source and Control Management
Sr.
No.
Stack/Vent
attached to
Stack
Height
(meter)
Stack
Diameter
(meter)
Fuel name &
Quantity
Type of
Emissio
n
APCM
Existing
1 Boiler
(2 TPH)
33 0.45 Wood/Bio Coal
(3 MT/day)
PM
SO2
NOx
Mechanical Dust Collection
2 Hot Air Generator
(0.3 TPH)
11 0.35
Coal/Bio Coal
(800 Kg/day)
PM
SO2
NOx
Multicyclone
Separator
21
* Attached to reactor of Meta Phenoxy Benzaldehyde (MPBD)
** Attached to reactor of Ethion
*** Attached to reactor of Para Bromo fluoro Benzene, Para Nitro Benzyl Bromide, Mono
Bromo Acetic Acid, Meta Bromo Nitro Benzene, Permethrin Technical
1.6 Hazardous/Solid Waste Generation and Disposal Mode
SR.
NO.
TYPE OF
WASTE
CATEGOR
Y NO.
QUANTITY MODE OF DISPOSAL
EXISTING
(As per current
CC&A)
TOTAL AFTER
PROPOSED
EXPANSION
1 Used Oil 5.1 16.67 Kg/Month 50 Kg/Month Collection, Storage &
sell to Registered
Refiners.
2 Discarded
Containers/
33.3 2.92 MT/Month
5 MT/Month Collection, Storage,
Decontamination &
3 Closed Furnace 23 0.35 Wood
(25 Kg/day)
PM
SO2
NOx
Dust Collector
4 D.G. Set (250 KVA) -
emergency use only
11 0.15 Diesel
(360 Liter/day)
PM
SO2
NOx
--
5 Process Vent-I
(attached to Drier &
Cooler)
23 0.15 -- PM Multicyclone
Separator
6 Process Vent-II
(attached to
Reaction Vessel)
11 0.2 -- Cl2 Caustic Scrubber
Proposed
7 Boiler
(5 TPH)
33 0.45 Coal/Bio Coal
(34 MT/day)
PM
SO2
NOx
Bag Filter
8 *Process Vent-III
12 0.2 -- HCl
Cl2
HBr
Two Stage Water Scrubber
followed by Alkali Water
9 **Process Vent-IV 12 0.2 -- H2S Two Stage Caustic Water
Scrubber
10 ***Process Vent-V
12 0.2 -- HBr
HCl
SO2
Two Stage Water Scrubber
followed by Alkali Water
11 D.G. Set (500 KVA) -
emergency use only
6 0.15 Diesel
750 Liter/day
PM
SO2
NOx
--
22
Barrels/liners sell to GPCB
authorized vendor.
3 ETP sludge 34.3 -- 2 MT/Month Collection, Storage &
send to common TSDF
site of M/s. BEIL,
Ankleshwar.
4 Process Waste 28.1 -- 0.5 MT/Month Collection, Storage &
send to common TSDF
site of M/s. BEIL,
Ankleshwar.
5 Distillation
Residue
36.4 -- 7.5 MT/Month Collection, Storage &
send to CHWIF of M/s.
BEIL, Ankleshwar.
6 MEE Salts 34.3 -- 85 MT/Month Collection, Storage &
send to common TSDF
site of M/s. BEIL,
Ankleshwar.
7 HCl Solution
(30%)
C15 -- 303 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
8 AlCl3 Solution -- -- 603 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
9 KCl Powder -- 42.98
MT/Month
132 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
10 NaBr Solution
(30%)
C6 -- 148 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
11 HBr Solution
(45%)
C6 -- 76 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
12 Ortho
Dichloro
Benzene
(ODCB)
A20 -- 3.5 MT/month Collection, Storage &
Captive Consumption
or sell to end user.
13 10% HBr in
Spent
Sulphuric
C6 -- 150 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
14 Dilute
Sulphuric Acid
(70%)
C15 -- 110 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
15 Spent Acetic -- -- 5.5 MT/Month Collection, Storage &
23
Acid Captive Consumption
or sell to end user.
16 Sodium Di
Chromate
-- -- 25 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
17 Calcium
Diphosphate
-- -- 4.6 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
18 Spent
Trichloro
Carbonilide
-- -- 3 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
19 Poly
Aluminium
Chloride
-- -- 4.62 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
20 Nitrous Oxide -- -- 1.7 MT/Month Collection, Storage &
Captive Consumption
or sell to end user.
21 Spent Ethyl
Acetate
-- -- 1.47 MT/Month
Collection, Storage &
Captive Consumption
or sell to end user.
1.7 Green Belt
Total 23,427 m2
land area is available at site; out of this area about 12,000 m2 (51.22 %)
area is covered as greenbelt and other forms of greenery.
1.8 Power & Fuel Requirements
• Power Requirement
Sr.
No.
Requirement Source
Existing Total After
Proposed
Expansion
Existing After Proposed Expansion
1. 250 KVA 750 KVA • Sudhir Gen Set Pvt. Ltd.
• D.G. Set - 1 no.
- 250 KVA capacity
(emergency standby)
• DGVCL
• D.G. Sets - 2 nos.
- 250 KVA capacity (1 Nos.)
- 500 KVA capacity (1 Nos.)
(emergency standby)
24
• Fuel Requirement
Sr.
No.
Fuel Requirement
Existing Total After Proposed Expansion
1 Wood 25 Kg/day --
2 Coal/Bio coal 3.8 MT/day 37.8 MT/day
3 Diesel 360 Liter/day 1110 Liter/day
2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION
2.1 Identification of the project and project proponent. In case of mining project, a copy
of mining lease/letter of intent should be given.
• Identification of the project
Proposed new Pesticides, Pesticide Intermediates, Specialty Chemicals, Bulk drug
intermediates and bulk repacking in existing Inorganic chemical, fertilizers and Pesticides
formulations & packing unit.
Identification of the project proponent
• Mr. Bharat Tank
• Mr. Haresh Tank
2.2 Brief description of nature of the Project
Proposed new Pesticides, Pesticide Intermediates, Specialty Chemicals, Bulk drug
intermediates and bulk repacking in existing Inorganic chemical, fertilizers and Pesticides
formulations & packing unit.
2.3 Need for the project and its importance to the country and or region
The demand for products intended to be manufactured is increasing in domestic as well as
in international market. To meet this demand, company proposes expansion of existing
manufacturing unit. The project will also save forex as certain products import will be
reduced. This will also generate direct and indirect employment opportunity for various
levels of people.
25
2.4 Demands-Supply Gap
Based on our informal survey of the market with various manufacturers and traders, we
have found that there is a big potential for the range of the products we are planning.
2.5 Imports vs. Indigenous production
Based on the current cost of indigenous raw materials and the non availability of some
materials, we will have to import some of raw materials as they are not available
indigenously. This will make us very competitive against imported finished products and we
may export our finished products in the international market.
2.6 Export possibility
We shall explore possibility of export of our products.
2.7 Domestic/Export Markets
Our products have good demand in local & international markets. We shall explore
possibility of export of our products.
2.8 Employment Generation (Direct and Indirect) due to project.
Company will give direct employment to local skilled and unskilled people based on
qualification and requirement as per prevailing norms of state government In addition to
direct employment, indirect employment shall generate ancillary business to some extent
for the local population.
3.0 Project Description
3.1 Type of Project including interlinked and interdependent projects, if any.
No interlinked project has been submitted.
26
3.2 Location (map showing general location, specific location and project boundary &
project site layout) with coordinates.
• Map showing general location
• Specific location and project boundary (Google Map)
Mangal Murti Bio-Chem Pvt. Ltd.
27
Plot Layout
28
3.3 Details of alternate sites considered and the basis of selecting the proposed site,
particularly the environmental considerations gone into should be highlighted.
Major factors involved in the selection of site are listed below:
• Site is very well connected by road and rail
• Proximity to common hazardous/solid waste disposal facilities
• Availability of sufficient land free from cultivation
• Availability of water for industrial use
• Availability of power evacuation facilities
• Efficient transport facilities within the industrial estate and to & fro the city area.
• Environment-friendly zone.
• Uninterrupted power supply.
3.4 Size or Magnitude of Operation
Refer: Section-1.0, Sub-section 1.2, Pages No. 2-6 of this report.
3.5 Project Description with process details (a schematic diagram/flow chart showing the
project layout, components of the project, etc. should be given)
• For list of Products along with Production Capacity and Raw Materials Consumption –
Refer Section-1.0, Sub-section 1.2 and 1.3, Pages No. 2-19 of this report.
• For Plot Layout – Refer: Section-3.2, Pages No. 27 of this report.
• Brief Manufacturing Process Description – Refer: Form-I, Annexure-3.
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 materials along with consumption quantities
- Refer: Section-1.0, Sub-section 1.3, Pages No. 7-19 of this report.
• We will procure raw materials (as and when require) as much as possible from domestic
market.
3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be
briefly outlined.
29
Resource optimization/recycling and reuse shall be envisaged.
3.8 Availability of water, its source, energy/power requirement and source should be
given.
Raw water requirement is met through GIDC water supply and will meet through the same
source after proposed expansion.
Power & Fuel Requirement
Refer: Section-1.0, Sub-section 1.8, Pages No. 23-24 of this report.
3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their
management/disposal.
Refer: Form-I, Annexure-4, 5 & 6.
3.10 Schematic representations of the feasibility drawing which give information of EIA
purpose.
4.0 Site Analysis
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
30
4.1 Connectivity
• Site is very well connected by road and rail.
• Availability of water, power, etc.
4.2 Land Form, Land Use and Land Ownership
(Courtesy: Environmental Information Center, New Delhi)
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.
31
(Courtesy: Environmental Information Center, New Delhi)
AREAS UNDER DIFFERENT LANDUSE
(Courtesy: Environmental Information Center, New Delhi)
• CRZ Clearance is not applicable.
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
32
4.4 Existing Infrastructure
• Site is very well connected by road and rail
• Proximity to common hazardous/solid waste disposal facilities
• Availability of sufficient land free from cultivation
• Availability of water for industrial use
• Availability of power evacuation facilities
• Efficient transport facilities within the industrial estate and to & fro the city area.
• Environment-friendly zone.
• Uninterrupted power supply.
33
4.5 Soil Classification
Soil Characteristics under project area are as below Table;
Map
ping
Cate
gory
Area
in
(Sq
km)
Description Taxono
my1
Taxono
my2
Class Sub_Cla
ss
Soil Unit
(Order)
Physiogr
aphy
Depth Erosion Drainage Surf
ace
Text
ure
pH Salinit
y/Alk
alinity
Calc
areo
usne
ss
Fertility
B 54.8
5
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,
montmo
rillonitic
(calcare
ous)
hyperth
ermic
Vertic
Ustochr
epts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
interfluv
es
Vertisol/
Inceptisol
Very
Gently
sloping
Very
Deep-
Deep
Slight Mod.
Well
Fine Neutral Nil Calca
reou
s
Medium
C 0.12 Very deep,
moderately
well drained,
fine soils on
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,
montmo
rillonitic,
hyperth
ermic
Vertic
Ustochr
epts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
interfluv
es
Vertisol/
Inceptisol
Very
Gently
sloping
Very
Deep
Moderat
e
Mod.
Well
Fine Neutral Nil Nil Medium
34
D 103.
33
Very deep,
moderately
well drained,
fine soils on
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,
montmo
rillonitic
(calcare
ous),
isohyper
thermic
Vertic
Ustrope
pts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
alluvial
plains
Inceptisol Nearly
level
alluvial
V.Deep-
Deep
Slight Mod.
Well
Fine Slightly
alkalin
e
Slight
Salinit
y
Calca
reou
s
Medium
G 63.3
4
Very deep,
moderately
well drained,
fine soils on
very gently
sloping alluvial
plain with
moderate
erosion;
associated with
very deep,
moderately
well drained,
fine soils on
nearly level
lands with
slight erosion.
Fine,
montmo
rillonitic,
hyperth
ermic
Typic
Chromu
sters
Fine,
montmo
rillonitic,
hyperth
ermic
Vertic
Ustochr
epts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
alluvial
plains
Vertisol Very
gently
sloping
Very
Deep
Sligt-
Mod.
Mod.
Well
Fine
Soil
Slightly
alkalin
e
Nil Nil Medium
35
H 80.9
5
Very deep,
moderately
well drained,
fine soils on
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,
montmo
rillonitic
(calcare
ous),
hyperth
ermic
Typic
Chromu
sterts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
alluvial
plains
Vertisol Nearly
level
aluvial
Very
Deep
Slight-
Severe
Mod.
Well
Fine
Soil
Slightly
alkalin
e
Nil Nil Low-
Medium
J 1.36 Very deep,
moderately
well drained,
fine soils on
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,
montmo
rillonitic,
(calcare
ous),
hyperth
ermic
Udic
Chromu
sterts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
alluvial
plains
Vertisol Very
gently
sloping
Very
Deep
Moderat
e
Mod.
Well
Fine
Soil
Slightly
alkalin
e
Mode
rate
Nil Low-
Medium
36
K 7.83 Moderately
deep,
moderately
well drained,
fine soils on
nearly level
alluvial plain
with slight
erosion and
moderate
salinity;
associated with
very deep,
moderately
well drained,
calcareous, fine
soils with slight
erosion and
slight salinity
Fine,
montmo
rillonitic,
isohyper
thermic
Typic
Chromu
sterts
Fine,
montmo
rillonitic,
(calcare
ous),
isohyper
thermic
Udic
Chromu
sterts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
alluvial
plains
Vertisol Nearly
level
Mod.
Deep-
V.Deep
Slight
Erosion
Well-
Mod.
Fine
Soils
Slightly
alkalin
e
Mode
rate
Nil Medium
L 1.31 Very deep,
moderately
well drained,
fine soils on
nearly level
alluvial plain
with slight
erosion and
moderate
salinity;
associated with
very deep,
imperfectly
drained,
calcareous,
very fine soils
with slight
erosion and
moderate
salinity
Fine,
montmo
rillonitic,
isohyper
thermic
Typic
Chromu
sterts
Very-
fine,
montmo
rillonitic
(calcare
ous),
isohyper
thermic
Udit
Chromu
sterts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
alluvial
plains
Vertisol Nearly
level
Very
Deep
Slight
Erosion
Weel
Drained-
Fine
Soils-
V.Fin
e
Soils
Slightly
alkalin
e
Mode
rate
Nil Medium
(Courtesy: Environmental Information Centre, New Delhi)
37
SOIL CHARACTERISTICS MAP
(Courtesy: Environmental Information Centre, New Delhi)
4.6 Climatic data from secondary sources.
Climatic data from primary & secondary sources will be incorporated in 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.
Proposed new Pesticides, Pesticide Intermediates, Specialty Chemicals, Bulk drug
intermediates and bulk repacking in existing Inorganic chemical, fertilizers and Pesticides
38
formulations & packing unit.
5.2 Population Projection
Population data will be incorporated in EIA report.
5.3 Land use planning (breakup along with green belt etc.)
Industrial Area (Processing Area)
Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 7,000 m2
(approx.)
Residential Area (Non Processing Area)
Non Processing Area (Green belt, Raw material storage area, finished storage area,
Administration Building, Parking, road and open area) = 16,427 m2 (approx.)
5.4 Assessment of Infrastructure Demand (Physical & Social)
• Employment will be as per prevailing norms of state government for skilled and
unskilled people.
• 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.
39
5.5 Amenities/Facilities
Details of amenities available in study area
Taluka Village Educational Medical Drinking Water Post &
Telegraph
Communication Approach
to Village
Nearest
Town
Power
Supply
Ankleshwar 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
Bhadi P(2), O -(-5 KMS) T, W PO BS PR, KR Ankleshwar-12 EA
Mangrol 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
40
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
Boridara P CHW T, W, TK PO BS KR Kosamba-15 EA
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
3. Drinking Water
T-Tap Water
HP-Hand Pump
TK-Tank Water
W-Well Water
R-River Water
C-Canal
N - Nallah
S – Spring
5. Transportation
RS- Railway Station
BS-Bus Station
NW-Navigable Waterway
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
4. Post & Telegraph
PO-Post Office
PTO-Post & Telegraph
Phone-Telephone
Communication
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.
41
6.0 Proposed Infrastructure
6.1 Industrial Area (Processing Area)
Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 7,000 m2
(approx.)
6.2 Residential Area (Non Processing Area)
Non Processing Area (Green belt, Raw material storage area, finished storage area,
Administration Building, Parking, road and open area) = 16,427 m2 (approx.)
6.3 Green Belt
Total 23,427 m2
land area is available at site; out of this area about 12,000 m2 (51.22 %)
area is covered as greenbelt and other forms of greenery.
6.4 Social Infrastructure
• Water Supply by GIDC.
• Power supply by DGVCL and D.G. Sets (emergency standby)
6.5 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc.)
Major factors involved in the selection of site are listed below:
• Site is very well connected by road and rail
• Proximity to common hazardous/solid waste disposal facilities
• Availability of sufficient land free from cultivation
• Availability of water for industrial use
• Availability of power evacuation facilities
• Efficient transport facilities within the industrial estate and to & fro the city area.
• Environment-friendly zone.
• Uninterrupted power supply.
42
6.6 Drinking water Management (Source & Supply of water)
Total water requirement is and shall be met through GIDC water supply.
6.7 Sewerage System
Sewage pipes are laid in entire premises for the removal and disposal of mainly non-harmful
liquid wastes from offices, canteen and domestic waste to be came from different sections
of unit. These liquid wastes are sent to septic tank & soak pit. The same system will be
followed after proposed expansion.
6.8 Solid Waste Management
Reference: Section-1.0, sub-section 1.6, Page No. 21-23 of this report.
6.9 Power Requirement & Supply/Source
Reference: Section-1.0, sub-section 1.8, Page No. 23-24 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)
Proposed expansion activity will be carried out within existing premises so there is no
habitation on proposed expansion project area, so R & R policy is not applicable to this
project. There shall not be displacement of any population in proposed expansion project.
Proposed expansion project will likely boost the commercial and economical status of the
locality up to some extent.
8. Project Schedule & Cost Estimates
8.1 Likely date of start of construction and likely date of completion (Time schedule for
the project to be given).
We shall start construction after getting EC and CTE (NOC) and shall start operation after
applying for CCA.
43
8.2 Estimated Project cost along with analysis in terms of economic viability of the
project.
Total capital investment for the proposed expansion project is Rs. 20 crores.
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 will 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.