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PRE FEASIBILITY REPORT
For
PROPOSED PESTICIDES
INTERMEDIATES & SPECIALTY CHEMICALS IN
EXISTING INORGANIC CHEMICALS UNIT
of
M/s. PRAGNA PHARMA PVT. LTD.
Plot No. D2/CH/224, GIDC Industrial Estate, Dahej-II,
Tal: Vagra, Dist: Bharuch-392130, Gujarat
1
CONTENTS
Sr. No. Description Page No.
1. Executive Summary 2
2. Introduction of the Project/Background information 16
3. Project Description 18
4. Site Analysis 19
5. Planning Brief 24
6. Proposed Infrastructure 30
7. Rehabilitation and resettlement (R & R) Plan 31
8. Project Schedule & Cost Estimates 31
9. Analysis of Proposal (Final Recommendations) 31
2
1.0 EXECUTIVE SUMMARY
1.1 Company Profile
M/s. Pragna Pharma Pvt. Ltd. Proposes Pesticides Intermediates and specialty Chemicals in
existing Inorganic chemicals unit at Plot no. D2/CH/224, GIDC Industrial Estate, Dahej–II, Tal:
Vagra, District: Bharuch-392130, Gujarat.
1.2 Project Details
1.2.1 Products along with Production Capacity
Sr.
No.
NAME OF PRODUCTS CAS
No.
Existing
Quantity
Additional
Quantity
Total
Quantity
after
expansion
(MT/Month)
1 Zinc Sulphate liq. 7733-02-0 1500 -- 1500
2 Zinc Sulphate powder 7733-02-0 1000 -- 1000
3 Zinc Oxide 1314-13-2 400 -- 400
4 Manganese Sulphate liq. 7785-87-7 1500 -- 1500
5 Manganese Sulphate
powder
7785-87-7 500 --- 500
6 Copper sulphate
(CUSO4.5H2O)
7758-98-7 300 -- 300
7 Magnesium Sulphate
powder
7487-88-9 500 -- 500
8 Spray Drying of
chemicals on job work
basis
-- 1000 -- 1000
9 2,5 DiChloro Para
Phenylene Diamine
105-56-6 25.0 25.0
10 2 Nitro 4 Methoxy
Aniline
20103-09-
7
25.0 25.0
11 2,5 Dimethyl-P-
Phenylenediamine
96-96-8 25.0 25.0
12 2-Mercapto 5-Methoxy
Benzimedazole
07-01-
6393
33.3 33.3
13 3-[4-chloro-5-
(cyclopentyloxy)-2-
fluorophenyl]-5-(propan-
2-ylidene)-1,3-oxazolidin-
2,4-dione. (PIK)
37052-78-
1
29.2 29.2
14 Sodium/Potessium { 2-[ 110956- 41.7 41.7
3
2,6 Dichloro Phenyl]
Amino} Phenyl} Acetate
75-7
15 2 Chlor PPD 15307-79-
6
25 25
16 2 –{ 2[ 2-{2, 6 dichloro
phenyl } Amino ] Phenyl
Acetyl ] Oxyacetic Acid
139272-
67-6
41.7 41.7
17 2-Chloro 1-Phenoxy
Benzene
2689-07-8 41.7 41.7
18 2,3 Xylil Anthranilic Acid 61-68-7 41.7 41.7
19 2 Chloro 5 Methyl PPD 09-03-
5307
25 25
20 5 Amino Ortho Toludine 95-53-4 25 25
21 4-Bromo Anisole 104-92-7 25 25
22 2 Chloro 4 Flouro 5 Nitro
Benzyl Chloride
120890-
66-6
33.3 33.3
23 3 Amino 4 Methoxy
Acetanilide
6375-47-9 41.7 41.7
24 Para Anisidine 104-94-9 41.7 41.7
25 Para Amino Salicylic Acid 65-49-6 41.7 41.7
26 Nitro to amino
conversion by catalytic
hydrogenation
-- -- 83.3 83.3
Benzyl Alcohol 100-51-6
P-Hydroxy Benzyl Alcohol 623-05-2
P-Chloro Benzyl Alcohol 873-76-7
P-nitro Benzyl Alcohol 619-73-8
2,4 Di Nitro Benzyl
Alcohol etc.
483-66-2
27 Aldehyde to alcohol
conversion by catalytic
hydrogenation
-- -- 83.3 83.3
P-Amino Methyl
Benzoate
619-45-4
5-Amino Salicylic Acid 89-57-6
4-Amino 2-Chloro Aniline 615-66-7
2,5 Di Amino Toluene 95-80-7
Aniline etc.. 62-53-3
28 2-Amino Ethane Thiol
Hydrochloride
156-57-0 83.3 83.3
29 Dimethyl
CyanoCarbodithiomidiate
10191-60-
3
83.3 83.3
30 4-Chloro 3-ethyl-1- 127892- 25 25
4
methyl-1H-pyrazole 5-
carboxylic acid (PIC-T1)
62-0
31 1-[4-(4-
methylphenoxy)phenyl]
methanamine
Hydrochloride (PIC-T2)
262862-
66-8
25 25
TOTAL 6700 945.9 7645.9
1.3 Raw Material Requirement
SR. NO. Name of Raw Materials CAPACITY
(MT/Month)
Existing
1.Zinc Sulphate liq.
1. Zinc Ingots/Zinc brass/ash 600
2. Sulphuric Acid 98% 630
2.Zinc Sulphate Powder
1. Zinc Ingots/Zinc brass/ash 600
2. Sulphuric Acid 98% 630
2.Zinc Oxide
1. Zinc Ingots 322
2. Oxygen 80
3.Manganese Sulphate Liq.
1. Manganese oxide powder 300
2. Sulphuric Acid 98% 360
4.Manganese Sulphate Powder
1. Manganese oxide powder 2585
2. Sulphuric Acid 98% 315
5.Magnesium Sulphate powder
1. Magnesium oxide powder 300
2. Sulphuric Acid 98% 325
6.Copper Sulphatw (CuSO4.5H2O)
5
1. Copper metal/Cu ash 180
2. Sulphuric Acid 98% 325
7.Spray Drying job work
1. Dilute Solutions of solutes to be dried --
Proposed
1. 2,5 DiChloro Para Phenylene Diamine
1. acetic anhydride 0.67
2. 2,5-dichloro aniline 1.00
3. sulphuric acid-48% 2.40
4. con. Nitric acid 0.39
5. hydrochloric acid 3.99
6. iron powder 0.90
7. sodium carbonate 0.06
2. 2 Nitro 4 Methoxy Aniline
1. para anicidine 0.83
2. acetic anhydride 0.73
3. nitric acid 0.43
4. MDC 2.50
5. Soda 0.17
6. Caustic 1.17
3. 2,5 Dimethyl-P-Phenylenediamine
1. 2,5 xylidine 1.25
2. sod carbonate 0.55
3. BSC 1.83
4. Toluene 2.50
5. nitric acid 0.65
6. sulphuric acid 1.25
7. acetic acid 0.13
6
8. iron powder 0.68
4.2-Mercapto 5-Methoxy Benzimedazole
1. 4-methoxy nitro aniline 0.95
2. NaHS 2.10
3. CS2 0.43
4. NaOH 0.23
5. DMF 2.40
6. Carbon 0.03
5. 3-[4-chloro-5-(cyclopentyloxy)-2-fluorophenyl]-5-(propan-2-ylidene)-1,3-oxazolidin-2,4-
dione. (PIK)
1. PICK3 0.96
2. TOLUENE 0.26
3. ECF 0.67
4. 40%NAOH 2.05
5. CPB 1.15
6. CAT-2 0.20
7. ETHANOL 0.27
8. CAT-3 0.02
9. CAT-4 0.07
10. ECG 0.89
11. CHARCOAL 0.01
12. SILICA GEL 0.01
6. Sodium/Potessium { 2-[ 2,6 Dichloro Phenyl] Amino} Phenyl} Acetate
1. Indolinone 1.00
2. caustic flacks 0.14
7. 2 Chlor PPD
1. 2chloro para nitro aniline 1.27
2. Methanol 2.55
7
3. H2 0.05
8. 2 –{ 2[ 2-{2, 6 dichloro phenyl } Amino ] Phenyl Acetyl ] Oxyacetic Acid
1. Tba 0.26
2. MCAA 0.33
3. (2-((2,6,DICHLORO
PHENYL)AMINO)PHENYL)ACETATE 1.11
4. FORMIC ACID 1.93
9. 2-Chloro 1-Phenoxy Benzene
1. Phenol 0.65
2. ODCB 2.02
3. KOH 0.39
10. 2,3 Xylil Anthranilic Acid
1. Ocba 0.83
2. 2,3 xylidine 0.71
3. Caustic 0.19
4. So. Bicarbonate 0.53
5. HCL 0.88
11. 2 Chloro 5 Methyl PPD
1. Soda 0.40
2. BSC 1.50
3. 5-chloro methyl aniline 1.20
4. Toluene 1.80
5. nitric acid 0.54
6. sulphuric acid 1.00
7. hydrogen gas 0.05
12. 5 Amino Ortho Toludene
1. O T 1.25
2. sod bicarbonate 0.62
3. BSC 2.06
8
4. nitric acid 0.75
5. Toluene 2.50
6. sulphuric acid 1.25
7. Methanol 2.50
8. H2 gas 0.06
13. 4-Bromo Anisole
1. Phenole 0.54
2. DMS 0.51
3. NaOH 0.95
4. EDC 1.73
5. Bromine 0.92
6. NaHCO3 0.12
14. 2 Chloro 4 Flouro 5 Nitro Benzyl Chloride
1. 2 chloro 4-floro -1-(trichloromethyl)benzene 1.05
2. oleum 23% 1.80
3. nitric acid 0.84
4. sodium carbonate 0.91
5. Methanol 1.40
15.3 Amino 4 Methoxy Acetanilide
1. Methanol 1.31
2. dinitrochloro benzene 1.25
3. Caustic 0.31
4. Methanol 0.20
5. acetic anhydride 0.64
6. Hydrogen 0.08
16. Para Anisidine
1. Pncb 1.33
2. Methanol 1.28
9
3. Methanol 0.28
4. Caustic 0.35
5. H2 0.05
17. Para Amino Salicylic Acid
1. para nitro salicylic acid 1.25
2. Methanol 1.50
3. H2 0.04
18. amino derivatives
1. nitro compound 1.36
2. Solvent 2.73
3. Catalyst 0.05
4. h2 gas 0.11
5. Carbon 0.05
19. alcohol derivatives
1. aldehyde compound 1.00
2. Solvent 2.00
3. Catalyst 0.03
4. h2 gas 0.08
5. Carbon 0.03
20 A. 2-Amino Ethane Thiol Hydrochloride- route-1
1. 2-Aminoethanol 0.75
2. DM Water 3.01
3. C.S.Lye 1.04
4. CS2 0.93
5. Con.Hcl 0.68
6. NaOH solution(30 %) 0.94
7. Methanol 3.29
20 B. 2-Amino Ethane Thiol Hydrochloride- route-2
10
1. 2-Aminoethanol 0.66
2. THIONYL CHLORIDE 1.32
3. TOLUENE 1.98
4. NaHS (30 %) 2.02
5. IPA HCL 2.44
6. NaOH solution ( 10 % ) 0.62
7. NaOH solution ( 25 % ) 2.13
21. Dimethyl CyanoCarbodithiomidiate
1. Cynamide 0.73
2. CS2 0.60
3. 22.5 % NAOH 2.79
4. DMS 2.03
5. CYCLOHEXANE/Ethanol 5.00
22.4-Chloro 3-ethyl-1-methyl-1H-pyrazole 5-carboxylic acid (PIC-T1)
1. Methyl Ethyl Ketone 0.64
2. Toluene 5.24
3. Sodium Ethoxide 0.73
4. Di Ethyl Oxalate 1.35
5. Hydrochloric Acid-30% 3.35
6. Sodium bi carbonate 0.06
7. G.Acetic Acid 0.27
8. 80% Hydrazine Hydrate 0.77
9. Di Methyl Sulphate 1.00
10. C.S Lye (48%) 1.97
11. Chlorine Gas 0.33
12. Methanol 4.00
23. 1-[4-(4-methylphenoxy)phenyl]methanamine Hydrochloride (PIC-T2)
1. DMF 3.30
11
1.4 Water Requirement, Waste Water Generation and Treatment
Total water requirement will be 271 KL/Day which will be met through GIDC water supply.
The wastewater generation will be 135 KL/Day. The existing effluent (44.5 KL/Day) will be
sent to ETP consists of primary, secondary, tertiary & advanced treatment facilities. The
final treated waste water is sent to GIDC Drain for final disposal. Additional low COD Stream
(56 KL/Day) & High COD/TDS stream (30 KL/Day) shall be recycle & reused within premises.
1.5 Air Pollution Source and Control Management
• EXISTING (FLUE GAS EMISSION THROUGH STACK)
Sr.
No.
Stack
Attached to
Stack Height in
meter
Air Pollution
Control Measure
Parameter Permissible Limit
1.
Boiler
(Capacity-
600Kg/Hr)
11 --- SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
2. Hot Ait Generator
(3 Nos.)
11 --- SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
3. Furnace (5 Unit) 20 Cyclone
Separator
SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
2. NaH 0.20
3. p-Cresol 0.59
4. p-Chlorobenzonitrile 0.68
5. Toluene 4.00
6. IPA 10.34
7. Raney Ni 0.20
8. Ammonia gas 0.02
9. H2 0.09
10. 16% IPA HCl 1.12
12
• EXISTING (PROCESS GAS EMISSION THROUGH STACK)
Sr.
No.
Stack
Attached to
Stack Height in
meter
Air Pollution
Control Measure
Parameter Permissible Limit
1.
Spray Dryer (3
Nos.)
12 Wet Scrubber
with ventury
SPM
150 mg/Nm3
• PROPOSED (FLUE GAS EMISSION THROUGH STACK)
Sr.
No.
Stack
Attached to
Stack
Height in
meter
Air Pollution
Control Measure
Parameter Permissible Limit
1.
Steam Boiler
(800 Kgs/Hr-1 Nos.)
(Fuel –Natural Gas)
15 -- SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
2. Steam Boiler
(2000 Kgs/Hr-1 Nos.)
(Fuel-Solid Fuel like
Agro Waste, Coal)
30 Multi Cyclone
Separator with
Bag Filter
SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
3. Steam Boiler
(600 Kgs/Hr)
(Fuel-Natural Gas)
Stand by
15 -- SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
4. Steam Boiler
(800 Kgs/Hr-1 Nos.)
(Fuel –LDO/Furnace Oil)
Stand by
30 Multi Cyclone
Separator with
Bag Filter
SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
5. Thermic Fluid Heater
(4.0 LAC K.CAL/Hr)
(Fuel-Natural Gas)
15 -- SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
13
6. Thermic Fluid Heater
(6.0 LAC K.CAL/Hr)
(Fuel-Solid Fuel)
30 Multi Cyclone
Separator with
Bag Filter
SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
7. Thermic Fluid Heater
(4.0 LAC K.CAL/Hr)
(Fuel-LDO/Furnace Oil)
Stand By
30 Multi Cyclone
Separator with
Bag Filter
SPM
SOX
NOX
150 mg/Nm3
100 ppm
50 ppm
1.6 Hazardous Waste
CAT.
NO.
HAZARDOUS
WASTE
Existing
Quantity Additional
Quantity
Total
Quantity MODE OF DISPOSAL
33.1 Discarded
Containers/Bags
/liner
Bags = 167
Nos.
/Month
Drums = 42
Nos.
/Month
Bags =
4,167
Nos./Month
Drums =
1,250
Nos./Month
Bags =
4,334
Nos./Year
Drums =
1,292
Nos./Month
Collection, Storage,
Decontamination,
Transportation & Sale
to registered recycler
or reuse within
premises.
5.1 Used Oil 0.167
Kg/Month
1,250
Kg/Month
1250
Kg/Month Collection, Storage,
Transportation & Sale
to GPCB authorized
re-processor.
-- Zinc Sludge (Sludge
generation during
Zinc Salts
production)
175
MT/Month
-- 175
MT/Month
Collection, Storage,
Transportation &
send to TSDF Site
-- MnSO4 (Sludge
generation during
Manganese Sulphate
production)
112.5
MT/Month
- 112.5
MT/Month
Collection, Storage,
Transportation and
send to TSDF Site
35.3 ETP Sludge 3
MT/Month
41.67
MT/Month 44.67
MT/Month
Collection, Storage,
Transportation & sent
to TSDF Site
29.1 Solid Waste
(Inorganic Waste)
-- 45
MT/Month
45
MT/Month Collection, Storage,
Transportation and
Disposal at TSDF site
14
-- MEE Salt -- 150
MT/Month
150
MT/Month Collection, Storage,
Transportation and
Disposal at TSDF site
20.3 Distillation Residues -- 220
MT/Month
220
MT/Month Collection, Storage,
Transportation and
Co-processing in
Cement Industries or
incineration at
Common Incineration
facility
29.5 Spent Catalyst -- 10
MT/Month
10
MT/Month Collection, Storage,
Transportation and
send to recycler
29.6 Spent Acid -- 550
MT/Month
550
MT/Month Collection, Storage,
Transportation and
Sale to end user
-- Sodium Hydro
sulfide
-- 170
MT/Month
170
MT/Month Collection, Storage,
Transportation and
Sale to end user
- Hydrochloric Acid -- 180
MT/Month
180
MT/Month Collection, Storage,
Transportation and
Sale to end user
- Formic Acid -- 100
MT/Month
100
MT/Month Collection, Storage,
Transportation and
Sale to end user
- Acetic Acid -- 10
MT/Month
10
MT/Month Collection, Storage,
Transportation and
Sale to end user
- Sodium Bromide
Solution
-- 170
MT/Month
170
MT/Month Collection, Storage,
Transportation and
Sale to end user
28.1 Inorganic Salt -- 60
MT/Month
60
MT/Month Collection, Storage,
Transportation and
Send to TSDF site
- NaOH (10%) -- 60
MT/Month
60
MT/Month Collection, Storage,
Transportation and
Sale to end user
15
- Na2SO4 (25%) -- 250
MT/Month
250
MT/Month Collection, Storage,
Transportation and
Sale to end user
- HYPO -- 10
MT/Month
10
MT/Month Collection, Storage,
Transportation and
Sale to end user
- Potassium Chloride
Salt
-- 25
MT/Month
25
MT/Month Collection, Storage,
Ttransportation and
Sale to end user
29.3 Date expired & Off-
Specification
Material
-- 2
MT/Month
2
MT/Month Collection, Storage,
Transportation and
sent for co-processing
in cement industries
or incineration in
common incineration
facility
1.7 Green Belt
Total 9,370.47 m2
land area is available at site; out of this area about 3,100 sq. meter (33 %)
area will be covered as greenbelt and other forms of greenery.
1.8 Power & Fuel Requirements
S. No. Particulars Requirement
Power
1 Power Requirement 1000 KVA
2 Source of Supply DGVCL & D.G.SET - 1 (500 KVA)–in case of
maintenance of power failure
Fuel
1 Fuel & IT’S Consumption Existing:
Natural Gas: 1,500 M3/Month
Or
LDO: 120 Ltrs/Hours
Proposed:
Natural Gas: 72,000 Scm/Month
LDO/Furnace Oil: 100 Ltrs/Hours
Solid Fuel: 150 Mt/Month
Diesel: 60 Lit/Hours
16
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 Pesticides Intermediates & Specialty Chemicals In Existing Inorganic chemicals
Unit.
Identification of the project proponent
List of Directors
Sr.
No.
Name Address Phone no. DESIGNATION
1 Mr. Mahesh
Patel
A-10, Abhilasha Bunglows,
GIDC, Ankleshwar, Dist:
Bharuch, Gujarat
09824125040 Managing
Director
2 Mrs. Urmilaben
M. Patel
A-10, Abhilasha Bunglows,
GIDC, Ankleshwar, Dist:
Bharuch, Gujarat
09824125040 Director
2.2 Brief description of nature of the Project
Proposed Pesticides Intermediates & Specialty Chemicals In Existing Inorganic Chemicals
Unit.
2.3 Need for the project and its importance to the country and or region
The Indian Pesticides Intermediates & Specialty Chemicals industry currently tops amongst
India’s science based industries with wide ranging capabilities in the complex field of
Pesticides Intermediates & Specialty Chemicals. The Pesticides Intermediates & Specialty
Chemicals Industry in India meets around 60 % of the country’s demand. But in world
market also Indian Pesticides Intermediates & Specialty Chemicals products are well
accepted. There is a good potential for us to fulfill the need of domestic market as well as
contribute in earning foreign Exchange.
2.4 Demands-Supply Gap
Based on our informal survey of the market with our current customers and various traders,
we have found that there is a big potential for the range of the products we are planning.
17
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 the key raw materials as they are not available
indigenously. This will make us very competitive against imported finished products and we
will export our finished products in the international market.
2.6 Export possibility
We shall explore the possibility of export the products.
2.7 Domestic/Export Markets
Our products have good demand in international market. We shall explore the possibility of
export the products.
2.8 Employment Generation (Direct and Indirect) due to project.
M/s. Pragna Pharma Pvt. Ltd. will give direct employment to local people based on
qualification and requirement. 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.
18
3.2 Location (map showing general location, specific location and project boundary &
project site layout) with coordinates.
• Map showing general location
(Courtesy: Environmental Information Center, New Delhi)
19
• Specific location and project boundary
Plot Layout
19
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
• Proximity to Raw Material suppliers
• Availability of sufficient land free from cultivation
• Availability of power evacuation facilities
• Availability of water for industrial use
Modern infrastructure support and amenities at par with industrial estates in other global
markets, including:
� 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
Please refer Section-1.2.1, Page No. 2.
3.5 Project Description with process details (a schematic diagram/flow chart showing the
project layout, components of the project, etc. should be given)
Please refer Please 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 material required along with quantity; Please refer Section-1.3, Page No. 4. We shall
procure the raw material as much as possible from domestic market and if there is no
availability of any raw material we will import. We shall explore the possibility of export the
finished products.
3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be
briefly outlined.
Resource optimization/recycling and reuse shall be envisaged
19
3.8 Availability of water its source, energy/power requirement and source should be
given.
Water Source
Total water requirement shall meet through GIDC water supply.
Power & Fuel Requirement
Power required from DGVCL will 1000 KVA & D.G. Set of 500 KVA (in case of power
failure).
Fuel Requirement:
Existing:
Natural Gas: 1,500 SM3/Month
Or
LDO: 120 Ltrs/Hours
Proposed:
Natural Gas: 72,000 Scm/Month
LDO/Furnace Oil: 100 Ltrs/Hours
Solid Fuel: 150 Mt/Month
Diesel: 60 Lit/Hours
3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their
management/disposal.
Please refer Form-I, Annexure-IV & V.
3.10 Schematic representations of the feasibility drawing which give information of EIA
purpose.
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
19
4.0 Site Analysis
4.1 Connectivity
• Site is very well connected by road
• Availability of water, power, etc.
4.2 Land Form, Land Use and Land Ownership
(Courtesy: Environmental Information Center, New Delhi)
19
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.
(Courtesy: Environmental Information Center, New Delhi)
20
AREAS UNDER DIFFERENT LANDUSE
(Courtesy: Environmental Information Center, New Delhi)
Area Statistics of Landuse / Landcover Map
Sr.
No. Class Names
Area (In
Hectares) Area (In Sq.Km.) Area %
1 Water Body 1363.73 13.64 4.34
2 Open/Barren Land 5076.01 50.76 16.17
3 Agriculture Land 1159.56 11.60 3.69
4 Fallow Land 6291.40 62.91 20.04
5 Open/Degraded Vegetation 412.59 4.13 1.31
6 Vegetation Medium Density 397.40 3.97 1.27
7 River & Canal 23.25 0.23 0.07
8 Marshy Land 919.33 9.19 2.93
9 Salt Affected Land 128.45 1.28 0.41
10 Settlement & Habitation 324.50 3.25 1.03
11 Mud Flat 863.17 8.63 2.75
12 Jetty 32.91 0.33 0.10
13 Salt Pans 2083.03 20.83 6.63
14 Mangrove(Sparse) 117.30 1.17 0.37
15 Mangrove(Dense) 223.00 2.23 0.71
16 Marshy Vegetation 46.55 0.47 0.15
17 Industrial Area 290.32 2.90 0.92
18 Sea 11589.46 115.89 36.91
19 Seasonal Water Body 59.04 0.59 0.19
Total 31400.99 314.01 100.00
21
4.4 Existing Infrastructure
Existing operating industry having Plant Area, Adm. Bldg., Parking, Explosive Storage Area,
Godown, etc.
4.5 Soil Classification
Soil Characteristics under Project Area are as below Table;
CATEGORY AREA_SQ
KM DESCRIPTION TAXONOMY1
TAXONOMY
2 CLASS SUB_CLASS
A 88.93
Very deep,
moderately well
drained, calcareous,
fine soils on very
gently sloping
alluvial plain with
slight erosion and
moderate salinity;
associated with very
deep moderately
well drained,
calcareous, fine soils
with moderate
erosion.
Fine,
montmorilloniti
c (calcareous),
hyperthermic
Typic
Chromusterts
Fine,
montmorillo
nitic
(calcareous)
hyperthermi
c Udic
Chromusters
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
alluvial
plains
C 108.64
Very deep, poorly
drained, calcareous
fine-loamy soils on
very gently sloping
coastal plain with
moderate erosion
and strong salinity;
associated with very
deep , imperfectly
drained, calcareous,
fine soils with
severe erosion and
strong salinity.
Fine-loamy,
mixed
(calcareous),
hyperthermic
Aeric
Haplaquepts
Fine, mixed
(calcareous),
hyperthermi
c Typic
Halaquepts
Soils of
west
coast
(soils of
Gujarat
plain)
Soils of
coastal
plains
- 116.43 Sea - - - - (Courtesy: Environmental Information Centre, New Delhi)
22
SOIL CHARACTERISTICS MAP
(Courtesy: Environmental Information Centre, New Delhi)
23
4.6 Climatic data from secondary sources.
Climatic data from primary & secondary sources will be incorporated in EIA Study.
4.7 Social infrastructure available.
Various Programs/ Projects related to Social & Economic development of surrounded area
has been planned, which are as follows.
A) Natural Resource Management – The main focus of this program will be to maximize the
yield returns of the farmers through efficient management of existing resources &
extension of new agricultural practices.
1) Integrated Agricultural Growth Project – For improvement and use of the modern
techniques and thereby would certainly contribute to prosperity in the agriculture
sector and reduce the rural poverty by programs like Farmers Training, Nursery
Growing Trainings, Modern agriculture equipment distribution programs etc.
2) Animal Husbandry Projects – Various programs like health checkups & treatment,
vaccination program, Anti sterility camps, breed improvement etc. will be carried
out.
B) Income Generation Program -
1) Establishment of Self help groups.
2) Rural Entrepreneurship Development Program
3) Handcrafts Development Program
4) Vocational Training
5) Business process outsourcing
C) Health, Education & Infrastructure
1) Aids Awareness Program
2) General Health Camps
3) Innovative Teaching Methods
4) Adult Education
5) Sanitation
6) Infrastructure Development Projects
24
5.0 Planning Brief
5.1 Planning Concept (type of industries, facilities, transportation etc) Town and Country
planning/Development authority classification.
Type of Industry: Proposed Pesticides Intermediates & Specialty Chemicals In Existing
Inorganic chemicals Unit.
5.2 Population Projection
Population data will be incorporated in EIA Study.
5.3 Land use planning (breakup along with green belt etc.)
Industrial Area (Processing Area)
Processing Area (Plant facilities, ETP Area ,Utility Services)
Developed Area = 3,800 m2
Residential Area (Non Processing Area)
Non Processing Area (Green belt, explosive storage area, Administration Building, Parking,
road and open area, Gate, Godown) = 5,570.47 m2
Total 9,370.47 m2
land area is available at site; out of this area about 3,100 sq. meter (33 %)
area will be covered as greenbelt and other forms of greenery.
5.4 Assessment of Infrastructure Demand (Physical & Social)
• Employment would be as per prevailing norms of state government for skilled and
unskilled people for the proposed project activity.
• Social Welfare
• Cordial relation with the industry shall be established and representation shall be made
to villagers for help for creation of facilities related to health, education, etc.
25
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
Vagra Galenda P(2),Ac,O RP,CHW T,W,TK PO BS PR,KR Bharuch EA
Samatpor P(2),Ac RP,CHW W,TK -(-5 Kms) BS PR,KR Bharuch EA
Vav P(2),Ac RP,CHW T,W,TK,HP -(-5 Kms) BS,RS PR,KR Bharuch EA
Jolva P(2),Ac,O PHS,FPC,RP,CHW W,TK -(-5 Kms) BS,NW PR,KR Bharuch EA
Vadadla P(2),Ac CHW W,TK PO BS PR,KR Bharuch EA
Dahej
P(4),H,Ac(4),O PHC,D,FPC,RP,
CHW
T,W,TK PTO,
Phone
BS,RS,NW PR,KR Bharuch EA
Lakhigam P(2) PHS,RP,CHW W,TK po BS,NW PR,KR Bharuch EA
Luvara P(2),Ac RP,CHW W,TK -(-5 Kms) BS,NW PR,KR,NR Bharuch EA
Jageshwar P(2),Ac,H RP,CHW W,TK PO BS,NW PR,KR,NR Bharuch EA
Ambheta P(2),Ac CHW T,W,TK PO BS,NW KR,NR Bharuch EA
Suva P(2),Ac -(5-10 Kms) W,TK,R -(-5 Kms) BS,NW PR,KR,NR Bharuch EA
Rahiad P(2),Ac(2),O RP,CHW W,TK PO BS,NW PR,KR.NR Bharuch EA
Harinagar
Un
inhabited
Padariya P(2),Ac RP,CHW W,TK PO BS PR,KR Amod EA
Kadodara
P(2),Ac(2),H PHS,FPC,
RP,CHW
W,TK PO BS PR,KR Bharuch EA
Sambheti P(2),Ac -(10+Kms) W,TK PO BS,RS PR,KR Bharuch EA
(Courtesy: Census Dept., GOI)
26
ABBREVIATIONS
1. Education
P-Primary Elementary School
H-Matriculation or Secondary
O-Other Educational Institution
PUC-Higher Secondary/Intermediate/pre-University/junior Collage
AC – Adult literacy class
TR – Training center
2. Medical Facilities
RP-Registered Private Practitioner
PHS-Primary Health Centre
FPC-Family Planning Centre
D- Dispensary
CHW - Community Health Worker/Health Worker
H - Hospital
NH - Nursing Home
MH - Maternity Home
PHC - Public Health Centre
CWC - Child Welfare Centre
TB - T.B Clinic
O – Others
3. Drinking Water
T-Tap Water
HP-Hand Pump
TK-Tank Water
W-Well Water
R-River Water
C-Canal
N - Nallah
S – Spring
4. Post & Telegraph
PO-Post Office
PTO-Post & Telegraph
Phone-Telephone Communication
5. Transportation
RS- Railway Station
BS-Bus Station
NW-Navigable Waterway
6. Approach to Village
PR-Pucca Road
KR-Kuccha Road
27
7. Power Supply
EA-Electricity for all purposes
EAG - Electricity for Agriculture
ED - Electricity for domestic
EO - Electricity for other purpose like Industrial, Commercial etc.
6.0 Proposed Infrastructure
6.1 Industrial Area (Processing Area)
Processing Area (Plant facilities, ETP Area, Utility Services) = 3,800 m2
6.2 Residential Area (Non Processing Area)
Non Processing Area (Green belt, Explosive storage area, Administration Building, Parking,
road and open area, Gate, Godown) = 5,570.47 m2
6.3 Green Belt
Total 9,370.47 m2
land area is available at site; out of this area about 3,100 sq. meter (33 %)
area is covered as greenbelt and other forms of greenery.
6.4 Social Infrastructure
• Water Supply by GIDC
• Power supply by DGVCL
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
• Proximity to Raw Material suppliers
• Availability of sufficient land free from cultivation
• Availability of power facilities
• Availability of water for industrial use
6.6 Drinking water Management (Source & Supply of water)
Total water requirement shall be met through GIDC supply.
6.7 Sewerage System
Sewage pipes are laid in entire company for the removal and disposal of mainly non-
harmful liquid wastes from the offices, canteen and domestic waste coming from different
sections of industry. These liquid wastes are sent to septic tank & soak pit.
6.8 Solid Waste Management
Please refer Form-I, Annexure-V.
6.9 Power Requirement & Supply/Source
Please refer Section 1.8, Page No.14 of this report.
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7.0 Rehabilitation and Resettlement (R & R) Plan
7.1 Policy to be adopted (central/state) in respect of the project affected including home
oustees, land oustees and landless laborers (a brief outline to be given)
There is no habitation on the proposed project activity area and it is open industrial land, so
R & R policy is not applicable to this project. There shall not be displacement of any
population in project area. The increasing industrial activity will boost the commercial and
economical status of the locality up to some extent.
8. Project Schedule & Cost Estimates
8.1 Likely date of start of construction and likely date of completion (Time schedule for
the project to be given).
We shall start construction after getting EC & CTE. We shall start manufacturing after
applying for CCA.
8.2 Estimated Project cost along with analysis in terms of economic viability of the
project.
Total Project Cost for proposed project activity is Rs. 800 Lakhs. Capital cost of air & water
pollution control system and environmental monitoring equipments will be Rs. 100 Lakhs.
9. Analysis of Proposal (Final Recommendations)
9.1 Financial and social benefits with special emphasis on the benefit to be local people
including tribal population, if any, in the area.
• Employment would be as per prevailing norms of state government for skilled and
unskilled people for the proposed project.
• Social Welfare shall be done.
• Cordial relation with the industry shall be established and representation shall be made
to villagers for help for creation of facilities related to health, education, etc.
Recommended