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M/s. METROPOLITAN EXIMCHEM PVT. LTD.

Prefeasibility Report for Proposed Speciality Chemical Manufacturing Plant at 902/1, Jhagadia GIDC, Taluka Jhagadia, Bharuch District

July 2018

Kadam Environmental Consultants

w w w . kad am en v i r o . c o m

E n vi ro nm en t f o r D ev e l o pm en t

PERSTORP INDUSTRIES INDIA PRIVATE

LIMITED PENTAERYTHRITOLS MANUFACTURING

PLANT AT SAYKHA INDUSTRIAL ESTATE QUALITY SHEET

KADAM ENVIRONMENTAL CONSULTANTS | JULY 2018 2

M/S. METROPOLITAN EXIMCHEM PVT. LTD.

Prefeasibility Report for Proposed Speciality Chemical Manufacturing Plant at 902/1, Jhagadia GIDC, Taluka Jhagadia, Bharuch District

© Kadam Environmental Consultants (‘Kadam’), July 2018

This report is released for the use of the Metropolitan Eximchem Pvt. Ltd., Regulators and relevant

stakeholders solely as part of the subject project’s Environmental Clearance process. Information provided

(unless attributed to referenced third parties) is otherwise copyrighted and shall not be used for any other

purpose without the written consent of Kadam.

PROJECT DETAILS

Name of

Publication

Prefeasibility Report for Proposed Speciality Chemical Manufacturing Plant at

902/1, Jhagadia GIDC, Tal. Jhagadia, Bharuch District

Project Number 1731632106 Report No. 1 Version 1 Released July, 2018

Prepared &

Managed By Arpana Patel Released By Jitixa Upadhyay

CONTACT DETAILS

Vadodara (Head Office)

871/B/3, GIDC Makarpura, Vadodara, India – 390 010.

E: [email protected]; T:+91-265-3001000; F: +91 265 300106

Delhi / NCR

SPAZE IT PARK, Unit no. 1124, 11th Floor, Tower B 3, Sector 49, Near Omaxe City Centre mall,

Sohna Road, Gurgaon -122 002 (Haryana)

E: [email protected];T: 0124-4242430; M:+91-98998-04300

METROPOLITAN EXIMCHEM PVT. LTD. PROPOSED SPECIALITY CHEMICAL

MANUFACTURING PLANT AT JHAGADIA GIDC CONTENTS


CONTENTS

1 EXECUTIVE SUMMARY ...................................................................................... 7

1.1 INTRODUCTION ................................................................................................ 7

1.2 PROPOSED PLANT FEATURES AND PRODUCTION CAPACITY ................................................... 7

1.3 WATER ........................................................................................................ 8

1.4 EFFLUENT GENERATION, TREATMENT AND DISPOSAL ......................................................... 8

1.5 POWER REQUIREMENT ........................................................................................ 8

1.6 AIR EMISSIONS ................................................................................................ 9

1.6.1 Flue Gas Stacks........................................................................................ 9

1.6.2 Process Vents .......................................................................................... 9

1.7 SOLID/HAZARDOUS WASTE GENERATION AND DISPOSAL..................................................... 9

2 INTRODUCTION............................................................................................. 10

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT .................................................... 10

2.1.1 Identification of Project Proponent ................................................................ 10

2.1.2 Identification of Proposed Project ................................................................. 10

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT ........................................................... 12

2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO REGION .................................................. 12

2.4 DEMAND SUPPLY GAP ........................................................................................ 12

2.4.1 Global Market ......................................................................................... 12

2.4.2 Domestic Market ..................................................................................... 12

2.5 IMPORT VS. INDIGENOUS PRODUCTION ...................................................................... 12

2.6 EXPORT POSSIBILITY ......................................................................................... 12

2.7 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT. ................................ 13

3 PROJECT DESCRIPTION .................................................................................. 14

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ...................... 14

3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION AND PROJECT BOUNDARY & PROJECT LAY

OUT) WITH COORDINATES ............................................................................................ 14

3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED SITE, PARTICULARLY

THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD BE HIGHLIGHTED ...................................... 17

3.4 SIZE OR MAGNITUDE OF OPERATION......................................................................... 17

3.5 TECHNOLOGY AND PROCESS DESCRIPTION .................................................................. 17

3.6 RAW MATERIAL REQUIRED ALONG WITH ESTIMATED QUANTITY, LIKELY SOURCE, MARKETING AREA OF FINAL

PRODUCTS, MODE OF TRANSPORT OF RAW MATERIAL AND FINISHED PRODUCT ...................................... 17

3.6.1 Raw Materials Required ............................................................................. 17

3.7 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE SHOULD BE GIVEN ..... 17

3.7.1 Water consumption and Waste Water Generation.............................................. 17

3.7.2 Fuel ..................................................................................................... 18

3.7.3 Power Requirement and Source ................................................................... 18

3.8 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT /DISPOSAL

18

4 SITE ANALYSIS .............................................................................................. 20

4.1 CONNECTIVITY ............................................................................................... 20

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP .............................................................. 20




4.3 TOPOGRAPHY (ALONG WITH MAP) ............................................................................ 20

4.4 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, ETC SENSITIVE AREAS, WATER BODIES (DISTANCE FROM THE HFL OF THE

RIVER), CRZ. IN CASE OF NOTIFIED INDUSTRIAL AREA, A COPY OF THE GAZETTE NOTIFICATION SHOULD BE GIVEN.

20

4.5 EXISTING INFRASTRUCTURE .................................................................................. 21

4.6 SOIL CLASSIFICATION ........................................................................................ 21

4.7 CLIMATIC DATA FROM SECONDARY SOURCES ................................................................. 21

4.7.1 Temperature .......................................................................................... 21

4.7.2 Wind.................................................................................................... 21

4.7.3 Rainfall ................................................................................................. 21

4.7.4 Cloud Cover ........................................................................................... 22

4.7.5 Humidity ............................................................................................... 22

4.8 SOCIAL INFRASTRUCTURE AVAILABLE ......................................................................... 22

5 PLANNING BRIEF ........................................................................................... 23

5.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC.) TOWN AND COUNTRY

PLANNING/ DEVELOPMENT AUTHORITY CLASSIFICATION............................................................. 23

5.2 POPULATION PROJECTION .................................................................................... 23

5.3 LAND USE PLANNING (BREAKUP ALONG WITH GREENBELT ETC.) ............................................. 23

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL) ...................................... 24

5.5 AMENITIES/FACILITIES ....................................................................................... 24

5.5.1 Greenbelt Development ............................................................................. 24

5.5.2 Fire-fighting system ................................................................................. 24

5.5.3 Storm water management plan .................................................................... 24

5.5.4 Rainwater harvesting system ...................................................................... 24

6 PROPOSED INFRASTRUCTURE ......................................................................... 25

6.1 INDUSTRIAL AREA (PROCESSING AREA) ...................................................................... 25

6.2 RESIDENTIAL AREA (NON-PROCESSING AREA) ............................................................... 25

6.3 GREEN BELT .................................................................................................. 25

6.4 SOCIAL INFRASTRUCTURE .................................................................................... 25

6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/WATER WAYS ETC.) .................. 25

6.5.1 By Road ................................................................................................ 25

6.5.2 By Rail ................................................................................................. 25

6.5.3 By Air................................................................................................... 26

6.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) ............................................ 26

6.7 SEWAGE SYSTEM ............................................................................................. 26

6.8 INDUSTRIAL WASTE MANAGEMENT ........................................................................... 26

6.9 SOLID WASTE MANAGEMENT.................................................................................. 26

6.10 POWER REQUIREMENT & SUPPLY/ SOURCE ................................................................ 26

7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN ........................................ 27

7.1 POLICY TO BE ADOPTED (CENTRAL/STATE) IN RESPECT OF THE PROJECT AFFECTED PERSONS INCLUDING HOME

OUSTEES, LAND OUSTEES AND LANDLESS LABOURERS (A BRIEF OUTLINE TO BE GIVEN) .............................. 27

8 PROJECT SCHEDULE AND COST ESTIMATE......................................................... 28




8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION (TIME SCHEDULE FOR THE

PROJECT TO BE GIVEN) ............................................................................................... 28

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE PROJECT. ... 28

8.2.1 Fixed Capital .......................................................................................... 28

8.2.2 Working Capital ...................................................................................... 28

8.2.3 Revenues .............................................................................................. 28

8.2.4 Breakeven Point ...................................................................................... 28

8.2.5 Profitability ............................................................................................ 28

9 ANALYSIS OF PROPOSAL ................................................................................ 29

9.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFIT TO THE LOCAL PEOPLE INCLUDING

TRIBAL POPULATION, IF ANY, IN THE AREA. .......................................................................... 29




List of Tables

Table 1-1: Production Details ............................................................................................................... 7

Table 1-2: List of By-product ................................................................................................................ 8

Table 2-1: Production Details ............................................................................................................. 10

Table 2-2: List of By-product .............................................................................................................. 11

Table 3-3: Water Consumption ........................................................................................................... 17

Table 3-4: Wastewater Generation ..................................................................................................... 17

Table 3-5: Fuel consumption .............................................................................................................. 18

Table 3-6: Hazardous Waste Generation and disposal Details ............................................................... 18

Table 4-1: Distance of Project site from Water Bodies .......................................................................... 20

Table 4-2: Predominant Wind Direction ............................................................................................... 21

Table 5-1: Proposed land use at project site ........................................................................................ 23

List of Figures

Figure 3-1: Site Location Map ............................................................................................................. 15

Figure 3-2: The project site boundary Map with coordinates ................................................................. 16


MANUFACTURING PLANT AT JHAGADIA GIDC EXECUTIVE SUMMARY


1 EXECUTIVE SUMMARY

1.1 Introduction

M/s. Metropolitan Eximchem Pvt. Ltd. (The Company) is a manufacturer and exporter of Dyes Intermediates

and Speciality molecules. Company has been involved in the manufacture of sulphonated products since

1996. Products that are being manufactured include intermediates for dyes, pigments, plastics as well as

cosmetics. The Company is in the business mainly in intermediates for dyes and pigments but with good R

& D as well as marketing efforts. Company had established itself in market for new products for various

applications like Polymer additives, flame retardants, Speciality chemicals etc. these are being manufactured

at environmentally friendly plant located in MIDC Dombivali,Thane spread over 11,620 m2 having 1600MT

installed capacity.

1.2 Proposed Plant Features and Production Capacity

The proposed project is new project for manufacturing of speciality chemicals at Plot No. 902/1, Jhagadia

GIDC, Taluka Jhagadia, District bharuch. The estimated cost of the proposed project is ~ INR 100 Crores.

The Total Production capacity is given in following table.

Table 1-1: Production Details

S.

No. Name of Products

Production

capacity,

MT/Annum

Category

1 4-Amino-3-Methoxy Azobenzene-3-Sulphuric Acid 140 5(f) B

2 5-Nito 2-Amino Phenol 150 5(f) B

3 5 Amino 6 Methyl Benzimidazolone 150 5(f) B

4 5 Chloro 8 Hdroxy quinolene 200 5(f) B

5 2,5 Dichloro p-Phenylene diamine 120 5(f) B

6 4-(2 Chloro-Ethyl Sulfonyl) Butric Acid 50 5(f) B

7 2-Chloro 4-(2 Chloro Ethyl sulfonyl) Butric Acid 100 5(f) B

8 2,4,6-Tri[ ( 2,4-Dihydroxy3-Methyl) Phenyl] 1,3,5- Trizine 100 5(f) B

9 2-(4,6-Di Phenyl-1,3,5-Triazine-2-yl)-5(2-Hydroxyethoxy) Phenol 50 5(f) B

10 2,3-Dibromo propanyl chloride 50 5(f) B

11 2-Amino 4[(2,3,-Di Bromo 1-oxypropyl)amine],Benzene Sulfonic

Acid 30 5(f) B

12 3-Amino-4-[(4-Amino 2 sulfophenyl)-Diazynyl]5

hydroxynapthalene,2,7 Disulfonic acid 20 5(f) B

13 4,4'-Diamino Diphenyl Amine Sulphate 20 5(f) B

14 Anilino methane sulfonic acid 25 5(f) B

15 Cuprate{2-[1-amino-4-hydroxyl 3-(2 hydroxyl-5-sulfophenyl)azo-

4,5-dimethoxy phenyl]}azo-2-Naphthalene sulfonic acid 20 5(f) B

16 3-(4-Chloro-2-Fluro-5-mercaptophenyl)-1-Methyl-6-

trifluromethyl,H-pyrinidine-2-,4-dione 300 5(f) B

17 3(2-Chloro ropionyl aniline)propionic acid methyl ester 200 5(f) B

18 Diamino Benzoic Acid 10 5(f) B

19 3,3 Dinitro di Phenyl Sulfone 20 5(f) B

20 2,2-Bis(4-hydroxy-3-nitrophenol,hexafluro) propane 20 5(f) B




S.


Production

capacity,

MT/Annum

Category

21 3-(Dibromo Propionyl)Amido-Benzoyl K Acid 10 5(f) B

22 3,7-Diamino-2-,8-Dimethyl dibenzothiophenne 5,5 dioxide

hyrochloride 10 5(f) B

23 3-(2,4-Dichlorophenyl)-6-Fluroquinazoline-2,4 (1H,3H-Dione 10 5(f) B

24 Di Phenyl Sulfone 150 5(f) B

25 2-Amino di methyl terephthalate 150 5(f) B

26 Zinc tetraisopropyl bis(dithiophosphate) 150 5(f) B

27 Zink O,O- Dibutyl DiThiophosphate 100 5(f) B

28 Dipropyleneglycol methyl-n-propylether 30 5(f) B

29 2,3 Dichloro 6-quinoaline carbonyl chloride 30 5(f) B

30 Direct yeoolw F6GZ 100 5(f) B

31 Diethyl sulfate 200 5(f) B

32 4,4`Thio diphenol 150 5(f) B

33 1,3,benzene diol 4 ( 4,6,bis 2 dimethyl phenyl) 1,3,5 triazine 2-yl 100 5(f) B

34 2-(2-hydroxy,4- methoxy phenyl) 4,6 diphenyl 1,3,5 triazine 100 5(f) B

35 BTCA(1,2,3,4-Butanetetracarboxylic acid) 100 5(f) B

36 2 anilino 6 dibutyl amino, 3 methyl fluoran 500 5(f) B

37 IPFENCARBAZONE 150 5(b) A

38 m-cresol pure 10 5(f) B

39 Oligomer of Phenyl phthalimide para bis phenol 100 5(f) B

Total 3925

Table 1-2: List of By-product

S. No. Name of By-products Production capacity,

MT/Annum

1 Ortho toludine Diamine 225

1.3 Water

Total water requirement for the proposed project is 832.1 KLD out of which 553.1 KLD will be sourced fresh

water from GIDC water supply system and 279 KLd will be recycled water. Water will be sourced from GIDC

water supply system.

1.4 Effluent Generation, Treatment and Disposal

Total waste water generation from the proposed plant activities will be 472 KLD. Out of which 77 KLD sent

to MEE-RO and 395 KLD will be treated in ETP & 20 KLD domestic wastewater will be treated in STP. 382

KLD waste water will be treated in onsite ETP and then sent to CETP for further treatment and disposal.

1.5 Power Requirement

Total estimated power requirement is around 2000 KW & will be sourced from Dakshin Gujarat Vij

Company Limited (DGVCL). There will be one DG set of 1000 KVA. DG set will be operated only during

power failure.




1.6 Air Emissions

1.6.1 Flue Gas Stacks

There will be 4 nos. of flue gas stacks, 2 attached to boilers, 1 attached to thermic fluid heater and 1 attached

to DG Set.

1.6.2 Process Vents

There will be 14 nos. of process vents attached to following,

6 attached to Process Vessels for So2 emission

3 attached to Process Vessels for NOx emission

3 attached to Process Vessels for HCl emission

2 attached to Storage tanks

1 attached to Storage Vessel

1.7 Solid/Hazardous Waste Generation and Disposal

Both Municipal Solid Wastes (MSW) and Hazardous Wastes gets generated at the proposed facility. No

residential facility is planned within the project site and consequently MSW will be mainly from offices and

canteens.

Hazardous wastes like process waste sludge, distillation residue, MEE salt, MEE organic, ETP sludge, spent

carbon, empty bags, empty barrels, generated during the production. These will be managed as per the

Hazardous Wastes (Management, Transport and Trans boundary) Rules 2016 as amended till date and will

be disposed off as detailed in Table 3-4.


MANUFACTURING PLANT AT JHAGADIA GIDC INTRODUCTION


2 INTRODUCTION

2.1 Identification of Project and Project Proponent

2.1.1 Identification of Project Proponent

Metropolitan Eximchem Ltd. was established in 1996 and is an ISO 9001: 2015. ISO 14001:2015 and OHSAS

18001:2007 certified as well as Government recognised R & D house since 1997. Beginning in 1996

Metropolitan Eximchem has carried out production of around more than 50 synthetic products comprising of

intermediates for dyes & pigments etc. Company is Government recognized Export House since 1998.

Company has well developed infrastructure and facilities to carry out production. Company’s head office is

based at Sion, Mumbai.

Metropolitan Eximchem developed number of products along with overseas customer having very good

export and local markets. At the current location, no further expansion is possible due to availability of land.

M/s. Metropolitan Eximchem Pvt. Ltd. Had expanded its operations with sister concerns- M/s. Melog Speciality

Chemicals Pvt. Ltd. & M/s. Sunbeam Monochem Pvt. Ltd. & expanded its manufacturing base to monomer

and resins. M/s. Melog Speciality Chemicals endeavours to contribute to customers and society by continually

developing new technologies, expanding related product lines, and taking on the tasks of managing sites for

production, analysis, and development in association with OG Group (based in Japan)

Looking at the demand & supply scenario, there is gap of 25 to 30 %. With the new manufacturing facility,

this gap can be bridged. Almost 70% of the sales will be exported. Majority (90%) of the raw materials are

available in the domestic market. With the new manufacturing facility, there will be boost to employment

generation.

M/s. Metropolitan Eximchem Pvt. Ltd and its sister concerns M/s. Melog Speciality Chemicals Pvt. Ltd. & M/s.

Sunbeam Monochem Pvt. Ltd are backed by well qualified and experienced staff to handle and control the

facilities with respect to manufacturing and environmental controls. All the existing facilities have been

provided with full-fledged effluent treatment plants with maximum extent recovery and reuse of water. For

environmental control enhanced facility is already provided consisting of multiple effect evaporator plant. All

facilities are equipped with very good air pollution control systems to keep emission well under control with

respect to limits set by pollution control boards. Pollution control plants are running under the well qualified

and experience EHS cell of organisation and also providing helping hand to the industrial cluster to achieve

the environmental standards.

2.1.2 Identification of Proposed Project

The proposed project is new project for manufacturing of speciality chemicals at Plot No. 902/1, Jhagadia

GIDC, Taluka Jhagadia, District Bharuch. The estimated cost of the proposed project is ~ INR 60 Crores. The

Total Production capacity is given in Table 2-1.

Table 2-1: Production Details

S.


Production

capacity,

MT/Annum

Category

1 4-Amino-3-Methoxy Azobenzene-3-Sulphuric Acid 140 5(f) B

2 5-Nito 2-Amino Phenol 150 5(f) B

3 5 Amino 6 Methyl Benzimidazolone 150 5(f) B

4 5 Chloro 8 Hdroxy quinolene 200 5(f) B

5 2,5 Dichloro p-Phenylene diamine 120 5(f) B




S.


Production

capacity,

MT/Annum

Category

6 4-(2 Chloro-Ethyl Sulfonyl) Butric Acid 50 5(f) B

7 2-Chloro 4-(2 Chloro Ethyl sulfonyl) Butric Acid 100 5(f) B

8 2,4,6-Tri[ ( 2,4-Dihydroxy3-Methyl) Phenyl] 1,3,5- Trizine 100 5(f) B

9 2-(4,6-Di Phenyl-1,3,5-Triazine-2-yl)-5(2-Hydroxyethoxy) Phenol 50 5(f) B

10 2,3-Dibromo propanyl chloride 50 5(f) B

11 2-Amino 4[(2,3,-Di Bromo 1-oxypropyl)amine],Benzene Sulfonic

Acid 30 5(f) B

12 3-Amino-4-[(4-Amino 2 sulfophenyl)-Diazynyl]5

hydroxynapthalene,2,7 Disulfonic acid 20 5(f) B

13 4,4'-Diamino Diphenyl Amine Sulphate 20 5(f) B

14 Anilino methane sulfonic acid 25 5(f) B

15 Cuprate{2-[1-amino-4-hydroxyl 3-(2 hydroxyl-5-sulfophenyl)azo-

4,5-dimethoxy phenyl]}azo-2-Naphthalene sulfonic acid 20 5(f) B

16 3-(4-Chloro-2-Fluro-5-mercaptophenyl)-1-Methyl-6-

trifluromethyl,H-pyrinidine-2-,4-dione 300 5(f) B

17 3(2-Chloro ropionyl aniline)propionic acid methyl ester 200 5(f) B

18 Diamino Benzoic Acid 10 5(f) B

19 3,3 Dinitro di Phenyl Sulfone 20 5(f) B

20 2,2-Bis(4-hydroxy-3-nitrophenol,hexafluro) propane 20 5(f) B

21 3-(Dibromo Propionyl)Amido-Benzoyl K Acid 10 5(f) B

22 3,7-Diamino-2-,8-Dimethyl dibenzothiophenne 5,5 dioxide

hyrochloride 10 5(f) B

23 3-(2,4-Dichlorophenyl)-6-Fluroquinazoline-2,4 (1H,3H-Dione 10 5(f) B

24 Di Phenyl Sulfone 150 5(f) B

25 2-Amino di methyl terephthalate 150 5(f) B

26 Zinc tetraisopropyl bis(dithiophosphate) 150 5(f) B

27 Zink O,O- Dibutyl DiThiophosphate 100 5(f) B

28 Dipropyleneglycol methyl-n-propylether 30 5(f) B

29 2,3 Dichloro 6-quinoaline carbonyl chloride 30 5(f) B

30 Direct yeoolw F6GZ 100 5(f) B

31 Diethyl sulfate 200 5(f) B

32 4,4`Thio diphenol 150 5(f) B

33 1,3,benzene diol 4 ( 4,6,bis 2 dimethyl phenyl) 1,3,5 triazine 2-yl 100 5(f) B

34 2-(2-hydroxy,4- methoxy phenyl) 4,6 diphenyl 1,3,5 triazine 100 5(f) B

35 BTCA(1,2,3,4-Butanetetracarboxylic acid) 100 5(f) B

36 2 anilino 6 dibutyl amino, 3 methyl fluoran 500 5(f) B

37 IPFENCARBAZONE 150 5(b) A

38 m-cresol pure 10 5(f) B

39 Oligomer of Phenyl phthalimide para bis phenol 100 5(f) B

Total 3925

Table 2-2: List of By-product




S. No. Name of By-products Production capacity,

MT/Annum

1 Ortho toludine Diamine 225

2.2 Brief Description of nature of the Project

Metropolitan Eximchem Pvt. Ltd. Has been manufacturing a wide range of dyes intermediates and Speciality

molecules. The products that are being manufactured have application such as dyes, pigments, plastics. Due

to change in market scenario and demand increasing to agro along with existing products. Our growth has

been characterised by innovative products from our R & D department. To cope with market demands,

organisation planned to setup a plant having capacity 4000 MT per year with ultra-modern facilities with

scientifically based sustainable enviro friendly atmosphere. The plot allotment is in the jhagadia industrial

area which is state notified industrial area. Plot area of the project site is 70242.11 m2.

The total capacity will be 3925 MT/Annum. The estimated cost of the entire project is Rs. 60 crores.

2.3 Need for the project and its importance to region

The proposed activity is a scheduled on plot no 902/1, Jhagadia GIDC, Taluka Jhagadia, District Bharuch.

The site is surrounding with rural and about 78.14 km from Vadodara airport 15.6 km from Bharuch railway

station and 12.6 km from ankaleshwar railway station. The plot is developed by GIDC. The jhagadia industrial

belt is about 15 km from Ankaleshwar GIDC region and well developed facility of rail/road/sea with industrial

infrastructure in surrounding area.

Due to change in market scenario and demand increasing to agro along with existing products. Our growth

has been characterised by innovative products from our R & D department. To cope with market demands,

organisation planned to setup a plant having capacity 4000 MT per year with ultra-modern facilities with

scientifically based sustainable enviro friendly atmosphere.

2.4 Demand Supply Gap

The market study and customer enquiries graph shows there will be shortfall of said products in local and

overseas countries. We are capable to fill the gap with our excellent past track records, and growth potential

teams available with us.

2.4.1 Global Market

About 60% production global market.

2.4.2 Domestic Market

About 40% production can fill gap of local market. Gujarat itself shortfall of said product range.

2.5 Import vs. Indigenous Production

Most of raw material about 90% available in local market and in Gujarat itself. Which boost the local

manufacturers and indirectly help to export potentiality.

2.6 Export Possibility

About 60% production global market.




2.7 Employment Generation (Direct and Indirect) due to the project.

About 300 nos. Direct employment with boost to local resident along with about 200 indirect small internship

will involve in activity.


MANUFACTURING PLANT AT JHAGADIA GIDC PROJECT DESCRIPTION


3 PROJECT DESCRIPTION

3.1 Type of Project including interlinked and interdependent projects, if any

The proposed project is speciality chemicals manufacturing facility covering area of about 70242.11 m2

situated at Plot No 902/1, Jhagadia GIDC, Taluka Jhagadia, District Bharuch. Plant will have total Production

Capacity of 3925 TPA. There is no interlinked and interdependent project.

3.2 Location (map showing general location, specific location and project boundary &

project lay out) with coordinates

Location:

State: Gujarat

District: Bharuch

Tehsil / Taluk / Mandal: Jhagadia

Project site location map is shown as Figure 3-1. The project site boundary with coordinates is shown in

Error! Reference source not found..

METROPOLITAN EXIMCHEM PVT. LTD. PROPOSED SPECIALITY CHEMICAL MANUFACTURING PLANT AT

JHAGADIA GIDC PROJECT DESCRIPTION


Figure 3-1: Site Location Map

METROPOLITAN EXIMCHEM PVT. LTD. PROPOSED SPECIALITY CHEMICAL MANUFACTURING PLANT AT

JHAGADIA GIDC PROJECT DESCRIPTION


Figure 3-2: The project site boundary Map with coordinates




3.3 Details of alternate sites considered and the basis of selecting the proposed site,

particularly the environmental considerations gone into should be highlighted

Site required good connectivity to road, Water supply and CETP availability with in short distance, power

connectivity. GIDC offered plot No 902/1, Jhagadia GIDC, which have all this criteria is the reason of

selection.

3.4 Size or Magnitude of Operation

Product details and production capacities are given in Table 2-1 .

3.5 Technology and Process Description

Technology and Manufacturing Process description is given in Form 1 with TOR, Annexure 6.

3.6 Raw material required along with estimated quantity, likely source, marketing area of

final products, mode of transport of raw material and finished product

3.6.1 Raw Materials Required

The consumption figures and mode of storage for the major raw materials are given in Annexure 7 of

additional document of Form-1.

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

3.7.1 Water consumption and Waste Water Generation

Water supply: GIDC

Table 3-1: Water Consumption

S. No. Area of Consumption Fresh Water

Quantity, KLD

Recycled Water

Quantity, KLD Source of Water

1 Processing 133.9 0 GIDC

2 Product Washing 59.9 79 MEE & RO

3 Machinery Washing 45.3

4 Boiler 30 180 Heat Recovery System

5 Cooling Tower 194 0 GIDC

6 Gardening 60 20 GIDC & STP Outlet

7 Domestic 30 0 GIDC

Total 553.1 279

832.1

Table 3-2: Wastewater Generation

S. No.

Area of Generation

Wastewater generation in KLD

Remark

1 Domestic 20 Will be sent to STP and treated water will be used for

gardening.




S. No.

Area of Generation

Wastewater generation in KLD

Remark

2 Processing 77 77 KLD process effluent will be sent to MEE. From that 5.1 mt salt and 1.9 mt organic will convert and 79 KLD MEE condensate will be used for washing and processing..

3 Processing weak

stream

365

365 KLD effluent generated from washing (Reactor & Floor) and from product washing along with processing

having weak organic load. Note: In process we are using high quantity of ice. So total 365 KLD will be sent to ETP for treatment and

treated water will be disposed in to sea through NCTL pipeline

4 Product washing

5 Machinery & floor

Washing

6 Boiler 15 will be sent to ETP for treatment and treated water will be

disposed in to sea through NCTL pipeline 7 Cooling Tower 15

Total 492 Out of which 77 KLD sent to MEE-RO and 395 KLD will be

treated in ETP & 20 KLD domestic wastewater will be treated in STP.

Total Industrial 395 395 KLD effluent will be sent to ETP for treatment

and treated water will be disposed in to sea through NCTL pipeline

3.7.2 Fuel

The fuel consumption data is given in Table 3-3.

Table 3-3: Fuel consumption

S.

No. Stack Attached to Capacity

No. of

working hrs

Type of

Fuel used

Fuel consumption

in Hr

1 Boiler 6 TPH 24 Coal 1 MT/h

2 DG set 1000 kVA stand by HSD 150 ltr/h

3 Thermic Fluid Heater 6 lakh Kcal/Hr 12 FO 68 kg/h

4 Boiler 3 TPH stand by FO 300 kg/h

Note: DG Sets will be used only during Power failure.

3.7.3 Power Requirement and Source

Dakshin Gujarat Vij Company Limited (DGVCL) will supply power. Total estimated power requirement is

around 2000 KW. There will be one DG set of 1000 KVA. DG set will be operated only during power failure.

3.8 Quantity of waste to be generated (liquid and solid) and scheme for their management

/disposal

Table 3-4: Hazardous Waste Generation and disposal Details

S. No.

Type of Waste

Hazardous Waste

Category

Quantity per Year MT

Source Method of Collection

Treatment / Disposal

1 Process

waste sludge 26.1 805.3 From process

Manual in HDPE bags

TSDF for landfill

Distillation Residue

20.3 81.05 Solvent recovery

plant In HDPE drums

CHWIF for incineration

2 MEE salt 35.3 1862 MEE Manual in In HDPE bags

TSDF for landfill

3 MEE organic 37.3 694 MEE rejects In HDPE drums

CHWIF for incineration




S. No.

Type of Waste

Hazardous Waste

Category

Quantity per Year MT

Source Method of Collection

Treatment / Disposal

4 ETP sludge 35.3 666 Waste water treatment

In HDPE bags

TSDF for landfill

5 Spent carbon

36.2 46 Waste water

tertiary treatment In HDPE

bags TSDF for landfill

6 Empty bags 33.1 10000 nos / 200gm per

bag Raw material Lot wise

Reused or hazardous waste collection

7 Empty barrels

33.1 2000 nos / 18 kg/barrel

Raw material Lot wise Cleaned and sold to

GPCB authorized vendor


MANUFACTURING PLANT AT JHAGADIA GIDC SITE ANALYSIS


4 SITE ANALYSIS

4.1 Connectivity

Most of the industries in Jhagadia are located in GIDC Industrial Area. The study area is well connected by

roads to Bharuch. All the areas in the study area linked either by 4 lane roads.

Two nearest Railway stations are available from the site. Bharuch (15.6 Kms away) & Ankleshwar (12.6 Kms

away)

4.2 Land Form, Land Use and Land ownership

The total plot area of the proposed unit will be 70242.11m2. As the project is located in notified industrial

estate, the landuse of the project site is industrial. The plot has been allotted by GIDC.

4.3 Topography (along with map)

Topographically, the entire area is almost flat with gentle dipping toward South-West.

Bharuch District can be divided into 3 geomorphic units: (a) hilly area in the east (b) alluvial plane in middle

and (c) coastal zone towards west. The study area of the proposed project falls in central region of the

District which is an alluvial plain. Major Rivers flowing in the study area are Amravati and Kaveri. Both the

rivers flow north and merge with Narmada River.

The alluvial plane in the middle of the district in which study area falls has slope of 10-100 m. The terrain is

less than 10 m/km.

(Source: Survey of India (a) District Resource Map (Geology and Minerals) and (b) District Planning Map

(Relief and Slope)).

4.4 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, etc sensitive areas, water bodies

(distance from the HFL of the river), CRZ. In case of notified industrial area, a copy of

the Gazette notification should be given.

Land use pattern: Industrial

Site lies in an industrial area

No Forest land is involved in the subject Project

No clearance under Forest, CRZ and agriculture and Non- agriculture and water bodies are required.

Table 4-1: Distance of Project site from Water Bodies

Water body Distance in km Direction

Kaveri River 6.07 N

Amaravati River 2.93 SW

Minor Canal 13.81 S

Kandhki Khadi 5.98 W




4.5 Existing Infrastructure

There are no existing infrastructure facilities available at project site. It has to be created for the new

manufacturing plant; however, roads and electric poles are available up to doorstep of new proposed plant

by GIDC.

4.6 Soil classification

Not done

4.7 Climatic data from secondary sources

The general agro-climatic zone of the study area is Semi-Arid.

Information presented in subsequent paragraphs is from the Indian Meteorological Department (IMD), Long

Term Climatological Tables, 1981-2010, Surat. These tables give useful information about a region’s weather,

since they are collected over a 30-year period.

4.7.1 Temperature

Mean daily maximum temperature is recorded in the month of April at 36.7°C.

January is generally the coldest month, with a minimum temperature of 15.2 °C.

During the post-monsoon months of October and November, day temperatures remain between

18.9 - 23.2 ºC. In winters, i.e. December, January and February, average day temperatures

remain between 14.3- 15.6 ºC.

4.7.2 Wind

Long- term wind direction data is presented in Table 4-2.

Table 4-2: Predominant Wind Direction

Month

Predominant Wind

First Second Third

Morning Evening Morning Evening Morning Evening

January CALM NW N N NE NE

February CALM NW N N NE W

March CALM NW N W NE N

April CALM SW SW W S NW

May SW SW CALM W W S

June SW SW W S S W

July SW SW W W S S

August SW SW CALM W W S

September CALM SW SW W W CALM

October CALM CALM SE NW NE SW

November CALM CALM NE NW E NE

December CALM NW NE N N CALM

4.7.3 Rainfall

The total rainfall in year is observed to be 1202.8 mm. Distribution of rainfall by season is 2.4 mm in winter

(December, January, February), 4.5 mm in summer (March, April, May), 1147.1 mm in monsoons (June,

July, August, September) and 49.5mm in post-monsoons (October, November, December).




4.7.4 Cloud Cover

The area remains cloudy between July-August, which is the active period of the monsoon season. Generally

cloud cover ranges up-to 6-7 OKTAS during this monsoon season. During post-monsoon season, cloud cover

almost becomes 0 OKTAS. In the summer season cloud cover is predominantly 0 OKTAS occasionally going

to 3-5 OKTAS.

4.7.5 Humidity

Most humid conditions are found in the monsoons, followed by summer, post-monsoons, and winter in that

order. Mornings are more humid than evenings and humidity ranges from a high of 78-86% in monsoon

mornings to a low of 34-43% in winter evenings. During post-monsoon season, in morning humidity remains

between 65-73 % and in the evening it remains between 43-52%.

4.8 Social infrastructure available

Provision of additional social infrastructure such as schools, health centers, drinking water facilities, etc. is

not envisaged. However, these facilities are adequately available in the Region. Where feasible and required,

such infrastructure will be augmented, if required.


MANUFACTURING PLANT AT JHAGADIA GIDC PROPOSED INFRASTRUCTURE


5 PLANNING BRIEF

5.1 Planning Concept (type of industries, facilities, transportation etc.) Town and Country

Planning/ Development authority Classification

The tentative chart for the plant commissioning is as follows:

Activity Planned Completion Date

Pre Study January 2018 – May 2018

Basic engineering August 2018

Detail engineering & Procurement with Mechanical

Completion November 2018

Testing/commission and commercial production April 2020

5.2 Population Projection

Man power requirement for manufacturing facility is approx. 300 nos. (Permanent and contract basis). Most

of the employment will be generated from local people from nearby villages depending upon the availability

of skilled and semi-skilled people. So there may not be any permanent migration of people. Hence, there

should be no population projection.

5.3 Land Use Planning (breakup along with greenbelt etc.)

The proposed Landuse at project site will be as given in Table 5-1.

Table 5-1: Proposed land use at project site

S. No. Title Area, m2 % of total Area

1 Processing Area 3300 4.7

2 Storage Area 1400 2.0

a Hazardous Chemicals 1536 2.2

b Other Non-hazardous chemicals 400 0.6

c Hazardous Waste 100 0.1

d Water Storage 300 0.4

e Fuel Storage 144 0.2

3 Effluent Treatment Plant 1100 1.6

4 Boiler 1400 2.0

5 DG Sets 100 0.1

6 Roads 5155.5 7.3

7 Administrative Building 450 0.6

8 Open Space 14384 20.5

9 Greenbelt Area 23291.67 33.2

10 Area for proposed Expansion 17000.94 24.2

11 Parking area 180 0.3

Total 70242.11 100.0




5.4 Assessment of Infrastructure Demand (Physical and Social)

Temporary site office and stores will be provided during construction phase. Specified first-aid box with all

necessary facilities will be maintained at site office. Medical facilities, primary health centers are available in

nearby villages for advance medical facilities. Communication services like post office, telephone, mobiles

are available in nearby villages.

5.5 Amenities/Facilities

5.5.1 Greenbelt Development

Adequate land will be available for open spaces and other non-building purposes. Approx. 33.2 % (23291.67

m2) area of total plot area will be reserved for green cover / lawn development in the proposed facility.

Suitable plant species of local varieties will be planted with adequate spacing and density for their fast growth

and survival shall be ensured by taking due care.

5.5.2 Fire-fighting system

Fire protection system will be designed considering the requirements at the site & vendor recommendations.

Fire-fighting system will among other things consist of:

1. Fire Hydrant Hose System.

External Yard Hydrant System.

Fire Escape Hydrant with Hose reel system wherever the building has more than one floor.

2. Automatic Sprinkler System for RM Ware House (Solids), FG Storage & Admin Block.

3. Automatic Water Spray System

4. Portable fire extinguishers for Entire Plant.

5. Pumping system for Fire Fighting as per Indian Standard.

6. Static Water Storage tank capacity as per Indian Standard.

Foam is also considered at high hazard areas, unloading & storage

5.5.3 Storm water management plan

Storm water drains will be provided and Storm water from the entire plot will be collected through network

of storm drains. Most of storm water from plot area will be collected in the rainwater harvesting

structures/recharge wells provided for better utilization of available rainwater. The excess storm water will

be discharged through the storm water drainage facility provided in the industrial complex.

5.5.4 Rainwater harvesting system

The rain water harvesting system design will be based on the plot area & statutory requirements. Rainwater

from the roofs will be discharged directly into catch basins to avoid the flooding into the surrounding areas.

From the catch basins the rain water flows through underground pipes to recharging pits for harvesting. The

over flow from recharge pits shall be connected to storm water drain. The rainwater harvesting arrangement

helps in replenishing the underground water column.




6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

Total Plot area is 70242.11 m2. Out of it, approx. 3300 m2 will be processing area.

6.2 Residential Area (non-processing area)

No residential facilities will be proposed.

6.3 Green belt

33.2 % of total plot area will be developed as greenbelt with three layers of tree in the periphery of the

proposed Plant.

6.4 Social Infrastructure

The impacts by Metropolitan Eximchem will be assessed and an appropriate plan of Corporate Social

Responsibility (CSR) activity will be planned. Some activities which were noted and will contribute in the

social activities of nearby villages are as follows:

a) Repair and expansion of school building

b) Providing study material to school children

c) Repair of roads

d) Tree plantation

e) Free medical camp

f) Free eye check-up camp

g) Funds for social and cultural programs in village

h) Women empowerment

6.5 Connectivity (Traffic and transportation road/ rail/metro/water ways etc.)

6.5.1 By Road

State Highway, SH – 165 connects Jhagadia – Valia, which is about 3.06 km towards E direction

from proposed site. GIDC Jhagadia Mega Industrial Estate is developed on this road.

State Highway, SH – 64 connects Ankleshwar - Jhagadia – Rajpipala passing through study area

that is about 5.83 km towards WNW direction from proposed site. Jhagadia is Taluka HQ and regular

transportation available towards Bharuch (HQ of the District), Ankleshwar (Largest Industrial area in

the Asia) and Rajpipala (HQ of Narmada Dist.).

State Highway, SH – 13 connects Ankleshwar – Valia – Netrang passing through study area that is

about 6.63 km towards S direction from proposed project site. This highway also connects Ankleshwar

with neighboring Maharashtra state via Sagbara and Dediapada region.

National Highway, NH – 8 connects Mumbai – Ahmedabad - Delhi, is passing through the study

area. It is about 7.65 km towards WNW direction from proposed project site. This is busiest highway in

western India having six lanes.

6.5.2 By Rail

Ankleshwar is a nearest railway station on this route that is about 12.6 km towards W direction from

proposed site.




Bharuch Railway station is about 15.6 Km in NW direction from proposed site.

6.5.3 By Air

Vadodara Domestic Airport is about 78.14 km towards N direction from proposed site. Daily multiple

flights for Mumbai & Delhi are available from here.

Ahmedabad Domestic & International Airport is about 168.16 km towards NNW direction from project

site.

6.6 Drinking water management (source & supply of water)

Drinking water will be sourced from GIDC water supply system.

6.7 Sewage system

Domestic wastewater will be treated in STP and treated water will be used for gardening.

6.8 Industrial waste management

Industrial Waste water will be treated in ETP and treated water will be disposed in to sea through NCTL

pipeline.

6.9 Solid waste management

The solid wastes generated from the plant operations will be disposed off in nearby Waste Management

landfill facility.

6.10 Power requirement & supply/ source

Total estimated power requirement is around 2000 KW & will be sourced from Dakshin Gujarat Vij Company

Limited (DGVCL). There will be one DG set of 1000 KVA. DG set will be operated only during power failure.


MANUFACTURING PLANT AT JHAGADIA GIDC R & R PLAN


7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN

7.1 Policy to be adopted (central/state) in respect of the project affected persons

including home oustees, land oustees and landless labourers (a brief outline to be

given)

Not applicable as rehabilitation and resettlement will not be required, since the project lies in an Industrial

Area, with land acquisition procedures completed by the GIDC.


MANUFACTURING PLANT AT JHAGADIA GIDC PROJECT SCHEDULE AND COST ESTIMATE


8 PROJECT SCHEDULE AND COST ESTIMATE

8.1 Likely date of start of construction and likely data of completion (time schedule for the

project to be given)

The construction work for the plant would start subsequent to receipt of Environmental Clearance (E.C) and

Consent to Establish (CTE) from State Pollution Control Board. Tentatively, construction work is expected to

start in 02019 and commissioning of the project is expected in July 2021.

8.2 Estimated project cost along with analysis in terms of economic viability of the project.

8.2.1 Fixed Capital

INR 60 Cr.

8.2.2 Working Capital

INR 15 Cr.

8.2.3 Revenues

INR 70 Cr to 200 Cr in next five years.

8.2.4 Breakeven Point

60%- 65%

8.2.5 Profitability

20%- 25%


MANUFACTURING PLANT AT JHAGADIA GIDC ANNEXURE


9 ANALYSIS OF PROPOSAL

9.1 Financial and Social Benefits with special emphasis on the benefit to the local people

including tribal population, if any, in the area.

Due to proposed project, there will be development of communication facilities in the area. In the nearby

plant area, the skilled/semi-skilled employees and the managerial supervisory personnel will stay.

The plant site area will be equipped with sufficient infrastructural facilities including drinking water, toilets,

sanitation facilities, health centers etc.

During operation, plant will generate direct and indirect employment. The preference will be given for local

population for employment in the semi-skilled and unskilled category. Indirect employment is created by the

plant for supply of daily domestic goods, loading/unloading operations etc.

From the above analysis it would be clear that the project is attractive and would bring in high value addition

to the feedstock thereby benefiting the industry and the nation. Project has excellent connectivity through

Road and Railway.

CONTACT DETAILS

Vadodara (Head Office)

871/B/3, GIDC Makarpura, Vadodara, India – 390 010.

E: [email protected]; T:+91-265-6131000

Delhi / NCR

Spaze IT Park, Unit No. 1124, 11th Floor, Tower B-3, Sector 49, Near Omaxe City

Center Mall, Sohna Road, Gurgaon, India – 122 002

E: [email protected]; T: 0124-424 2430-436

Kadam Environmental Consultants w w w . kad am en v i r o . c o m

E n v i ron m ent f o r D ev e l o pm en t

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