Pre-Feasibility Report...

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:











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


Mono Ammonium Phosphate

Phosphoric Acid (98%) 7664-38-2 0.99


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


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


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



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


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



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


Catalyst 7440-02-0 0.063

N-Pentyl Bromine

N-Pentanol 71-41-0 0.625

Bromine 7726-95-6 0.625



Soda Ash 497-19-8 0.019

Hydro Bromic Acid in water (48%)



1,2-Di bromo ethane

Mono Ethyl Glycol 107-21-1 0.37


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


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


Tetra Buthyl Amine 75-64-9 0.45

2-Acetyl 6-Methoxy Naphthalene

Yara-yara 93-04-9 0.79


Acetyl Chloride 75-36-5 0.4

Aluminium Chloride 7446-70-0 0.82


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


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)


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


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


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


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


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


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


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


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


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


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


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


Lamdacylothrin 5% EC

Lamdacylothrin Tech. 98% 91465-08-6 0.051

Solvent – C9 64742-95-6 0.849

18


Malathion 50% EC

Malathion Tech. 94.5% 121-75-5 0.534

Solvent – C9 64742-95-6 0.396


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


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


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


Qunolphos 25% EC

Qunolphos Tech. 70% 13593-03-8 0364

Solvent – C9 64742-95-6 0.575


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


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


9 KCl Powder -- 42.98

MT/Month

132 MT/Month Collection, Storage &

Captive Consumption


10 NaBr Solution

(30%)


Captive Consumption


11 HBr Solution

(45%)


Captive Consumption


12 Ortho

Dichloro

Benzene

(ODCB)

A20 -- 3.5 MT/month Collection, Storage &

Captive Consumption


13 10% HBr in

Spent

Sulphuric


Captive Consumption


14 Dilute

Sulphuric Acid

(70%)


Captive Consumption


15 Spent Acetic -- -- 5.5 MT/Month Collection, Storage &

23

Acid Captive Consumption


16 Sodium Di

Chromate

-- -- 25 MT/Month Collection, Storage &

Captive Consumption


17 Calcium

Diphosphate

-- -- 4.6 MT/Month Collection, Storage &

Captive Consumption


18 Spent

Trichloro

Carbonilide

-- -- 3 MT/Month Collection, Storage &

Captive Consumption


19 Poly

Aluminium

Chloride

-- -- 4.62 MT/Month Collection, Storage &

Captive Consumption


20 Nitrous Oxide -- -- 1.7 MT/Month Collection, Storage &

Captive Consumption


21 Spent Ethyl

Acetate

-- -- 1.47 MT/Month

Collection, Storage &

Captive Consumption


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




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


AREAS UNDER DIFFERENT LANDUSE


• 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









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.



38


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

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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.

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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:









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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.

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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.

Pre-Feasibility Report...

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Transcript of Pre-Feasibility Report...