TRANSPEK INDUSTRY LIMITED MARCH 2017 · Transpek Industry Limited, Regulators and relevant ......

TRANSPEK INDUSTRY

LIMITED

Prefeasibility Report for Proposed Expansion of Acid Chlorides Chemicals and Friedel Craft Chemicals at Village Ekalbara, Taluka Padra, District Vadodara, Gujarat

MARCH 2017

Kadam Environmental Consultants w w w . k a d a m e n v i r o . c o m

Env i ro nme ntfor Deve lopme nt

TRANSPEK INDUSTRY LIMITED

PFR FOR PROPOSED EXPANSION OF ACID

CHLORIDES CHEMICALS AND FRIEDEL

CRAFT CHEMICALS AT TRANSPEK

INDUSTRY LTD. QUALITY CONTROL

KADAM ENVIRONMENTAL CONSULTANTS | MARCH 2017 2

TRANSPEK INDUSTRYLIMITED

Prefeasibility Report for Proposed Expansion of Acid Chlorides Chemicals and Friedel Craft Chemicals at Village Ekalbara, Taluka Padra, District Vadodara, Gujarat © Kadam Environmental Consultants (‘Kadam’), March 2017

This report is released for the use of the M/s. Transpek Industry Limited, 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 Expansion of Acid Chlorides Chemicals and Friedel Craft

Chemicals at Village Ekalbara, Taluka Padra, District Vadodara, Gujarat

Project Number 1523092106 Report No. 1 Version 1 Released March 2017

Prepared &

Managed By Dhara Patel Released By

Jitixa Upadhyay, EIA

Coordinator

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

DISCLAIMER

Kadam has taken all reasonable precautions in the preparation of this report as per its auditable quality plan.

Kadam also believes that the facts presented in the report are accurate as on the date it was written. However, it

is impossible to dismiss absolutely, the possibility of errors or omissions. Kadam therefore specifically disclaims

any liability resulting from the use or application of the information contained in this report. The information is not

intended to serve as legal advice related to the individual situation.



CHLORIDES CHEMICALS &FRIEDEL CRAFT

CHEMICALSAT EKALBARA VILLAGE, PADRA EXECUTIVE SUMMARY


CONTENTS

1 EXECUTIVE SUMMARY .............................................................................. 5

1.1 PLANT FEATURES AND PRODUCTION CAPACITY ........................................................ 5

1.2 ABOUT PROJECT ...................................................................................... 6

2 INTRODUCTION ...................................................................................... 7

2.1 BRIEF DESCRIPTION OF THE PROJECT ................................................................. 7

2.2 NEED FOR THE PROJECT AND IT’S IMPORTANCE TO REGION ............................................ 7

2.3 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT. ........................... 8

3 PROJECT DESCRIPTION ............................................................................ 9

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY .......... 9

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

PROJECT LAY OUT) WITH COORDINATES ....................................................................... 9

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

PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD BEHIGHLIGHTED ................. 12

3.4 SIZE OR MAGNITUDE OF OPERATION ................................................................. 12

3.5 TECHNOLOGY AND PROCESS DESCRIPTION ........................................................... 13

3.6 RAW MATERIALS ..................................................................................... 13

3.7 PROCESS DESCRIPTION .............................................................................. 13

3.8 ADDITIVES AND CHEMICALS .......................................................................... 13

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

FINAL PRODUCTS, MODE OF TRANSPORT OF RAW MATERIAL AND FINISHED PRODUCT.......................... 13

3.9.1 Transportation details of Raw Materials ................................................... 13

3.10 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE SHOULD BE GIVEN

15

3.10.1 Water consumption .......................................................................... 15

3.10.2 Fuel ............................................................................................ 16

3.11 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT

/DISPOSAL ................................................................................................... 17

4 SITE ANALYSIS ...................................................................................... 21

4.1 CONNECTIVITY ....................................................................................... 21

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ...................................................... 21

4.3 TOPOGRAPHY (ALONG WITH MAP) .................................................................... 21

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. ........................................................................................... 21

4.5 EXISTING INFRASTRUCTURE .......................................................................... 22

4.6 SOIL CLASSIFICATION ................................................................................ 22






4.7 CLIMATIC DATA FROM SECONDARY SOURCES .......................................................... 22

4.7.1 Temperature .................................................................................. 22

4.7.2 Wind ........................................................................................... 22

4.7.3 Rainfall ........................................................................................ 23

4.7.4 Cloud Cover ................................................................................... 23

4.7.5 Humidity ...................................................................................... 23

4.8 SOCIAL INFRASTRUCTURE AVAILABLE ................................................................. 23

5 PLANNING BRIEF ................................................................................... 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 .......................................................................................... 25

6.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) ..................................... 25

6.7 SEWAGE SYSTEM ..................................................................................... 25

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






1 EXECUTIVE SUMMARY

1.1 Plant Features and Production Capacity

M/s. Transpek Industry Limited (hereafter referred to as TIL), promoted by Mr. A.G. Shroff was

started in 1965. It was incorporated as a public limited company in 1978. Major shareholders and

financial investors include Unit Trust of India (UTI), Life Insurance Corporation of India (LIC), United

Assurance, National Insurance Company Ltd., State Bank of India (SBI) and General Insurance

Company of India (GIC).There is a substantial demand for specific chemicals in the fields of textiles,

pesticides, rubber and jaggery production. The unit is accredited by ISO 14000 by RWTUV

The capacity for different products;

Table 1-1: Details of Product

S. No. Name of Product Production quantity in MT/Month

Existing Proposed Total

A. EC Products

1 Acid Chloride/ Chloro Acetyl Chloride 1000 3000 4000

2 Ether Amine (100 % base) 50 0 50

3 Friedel Craft Chemicals 100 100 200

4 4-(2-Chloro ethyl sulfonyl) butyryl chloride

(SACL) 25 0 25

5 2- Amino 2 Hydroxy Diethyl Sulphide (SAMBA-3) 30 0 30

6 Decanenitrile 41 0 41

7 Methane Sulfonyl Chloride 167 0 167

8 Methyl-4-Chlorobutyrate 42 0 42

9 Cyano Phenol Derivatives as

1) 2-Cyano Phenol 50 0 50

2) 4-Cyano Phenol

A. Total 1505 3100 4605

B. Non-EC Products

1 Sulphur dichloride 105 0 105

2 Sulphur Monochloride 500 0 500

3 Thionyl Chloride 2500 0 2500

4 SO3-Oleum Plant (Sulphuric Acid) such as 4560

0 4560 a Oleum 65 % & Oleum 27 % 2100

b Sulphuric Acid (H2SO4) (98%) 950

c Liquid SO3 1050

5 Poly Aluminium Chloride solution (30%) or Poly

Aluminium Chloride solid 200 or 60 200 or 60 400 or 120

6 Chlorosulphonic Acid 2500 0 2500








7 Imidobis (Sulfuryl Chloride) 50 0 50

8 Hydrochloric Acid (28%) 2666 4525 7526

9 Sodium sulphite (25-28%) or Sodium bisulphite

(28%) 10688 or

6655 5432 or 2475

16120 or 9130

10 Aluminium Chloride Solution 1330 1330 2660

11 Sulfur Dioxide 1673 1430 3103

B. Total 26772 12917 40024

Total (A + B) 28277 25017 44629

1.2 About Project

Area of the Project

Total Plot area of the project after proposed expansionis 4,34,099 m2.

Water Consumption

Total existing water requirement is 841.5 KLD and after proposed expansion will be 1683 KLD. The

water will be sourced from Bore well.

For extraction of ground water, NOC will required from CGWA as per the draft guideline for water

abstraction effective from 16th November 2015 so unit will apply for NOC from CGWA.

Wastewater Generation

Existing waste water generation is 197 KLD and after proposed expansion total waste water

generation will be 331 KLD. From that 245 KLD will be discharged in VECL and remaining waste water

will be reused after treatment.

Power

Power is supplied for the entire complex by Madhya Gujarat Vij Company Ltd. @ 3000 kVA with 7600

HP connected load. Additional 1750 kVA of connected power will be required for the proposed

expansion.

Standby Emergency DG Sets:

Existing: 3 DG Sets of 1000 kVA each

One additional DG Set of 1000 kVA will be installed as standby arrangement.




CHEMICALSAT EKALBARA VILLAGE, PADRA INTRODUCTION


2 INTRODUCTION

2.1 Brief Description of the Project

M/s. Transpek Industry Limited (hereafter referred to as TIL), promoted by Mr. A.G. Shroff was

started in 1965. It was incorporated as a public limited company in 1978. Major shareholders and

financial investors include Unit Trust of India (UTI), Life Insurance Corporation of India (LIC), United

Assurance, National Insurance Company Ltd., State Bank of India (SBI) and General Insurance

Company of India (GIC).There is a substantial demand for specific chemicals in the fields of textiles,

pesticides, rubber and jaggery production. The unit is accredited by ISO 14000 by RWTUV.

2.2 Need for the project and it’s importance to region

Chemical Industry is one of the oldest industries in India, which contributes significantly towards

industrial and economic growth of the company. Indian Chemical Industry is 12th largest in the World

and 3rd largest in Asia. Over the last decade the Indian Chemical Industry has evolved from being a

basic Chemical producer. It has become an Innovative Industry with investment in R & D, the Industry

is registering significant growth in the knowledge sector comprising of speciality Chemicals, Fine

chemicals, Pharmaceutical, Textile, Agro, Dyes, and Polymer segments.

The high performance organic fiber industry has grown steadily in recent decades from the beginning.

The industry’s dependence on high volume commercial applications has contributed to this stability.

Demand for high performance organic fibers remains high as a result of this broad range of

applications and there is a potential for further growth. New applications that are being developed will

be able to take advantage of incremental increases in existing production capabilities, but anticipation

for major investment is expected in this industry in the next 5-10 years. These expansions will

increase global Kevlar capacity by more than 10 %.

Transpek Industry limited was established in 1965 at Vadodara, India. It is a part of Excel Group of

Companies, an undisputed leader in core chemistry such as Sulphur, Chlorine, Phosphorus and

Bromine based Compounds.

Transpek has over five decades of experience in Sulphur and Chlorine Chemistry and over three

decades of presence in the international market. Transpek is manufacturing intermediates which are

used in Polymers, Pharmaceuticals, Plastics, Agrochemicals, Dyestuff, Surfactants, and Flavors &

Fragrance.

Following are market scenario of the product which is based on information which we gathered and

understood. However the actual figures may vary.

Products (Qty MT) IPC TPC 4CBC OC PGCL 2PEC VC

Demand Supply

Gap - - - - - - -

Global Market 45000 80000 6000 5000 ~ 1200 4000 8000

Domestic Market ~ 20 ~ 20 1400 ~ 20 450 600 1100

Import Vs Local

production

9 MT

import

14 MT

import

11 MT

import

Almost nil

import

16 MT

imported

350 MT

imported

61 MT

imported




CHEMICALSAT EKALBARA VILLAGE, PADRA INTRODUCTION


Products (Qty MT) IPC TPC 4CBC OC PGCL 2PEC VC

Year- 16 Year- 16 Year -16 Year-16 Year-16 Year -16

Export Possibility Very

High Very High Moderate High

Good

Subject to

Price

Subject to

Price Moderate

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

During construction phase ~100 people will be employed on contract basis for construction activities.

Existing employment in operation phase is 564 on permanent basis and 78 on contractual basis. After

proposed expansion, there will be addition of 45including Contractual workers.




CHEMICALSAT EKALBARA VILLAGE, PADRA PROJECT DESCRIPTION


3 PROJECT DESCRIPTION

3.1 Type of Project including interlinked and interdependent projects, if

any

Not applicable

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

boundary & project lay out) with coordinates

Project location map is given in Figure 3-1. Latitude- Longitude of the project site is given in Figure

3-2 and Site layout map is given in Figure 3-3.

Figure 3-1: Project Location Map

TRANSPEK INDUSTRY LIMITED PFR FOR PROPOSED EXPANSION OF ACID CHLORIDES CHEMICALS

&FRIEDEL CRAFT CHEMICALSAT EKALBARA VILLAGE, PADRA PROJECT DESCRIPTION


Figure 3-2: Site Location showing on Google Image




Figure 3-3: Site Layout Map






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

site, particularly the environmental considerations gone into should

behighlighted

Not applicable

3.4 Size or Magnitude of Operation

The capacity for different products:



A. EC Products

1 Acid Chloride/ Chloro Acetyl Chloride 1000 3000 4000

2 Ether Amine (100 % base) 50 0 50

3 Friedel Craft Chemicals 100 100 200

4 4-(2-Chloro ethyl sulfonyl) butyryl chloride

(SACL) 25 0 25

5 2- Amino 2 Hydroxy Diethyl Sulphide (SAMBA-3) 30 0 30

6 Decanenitrile 41 0 41

7 Methane Sulfonyl Chloride 167 0 167

8 Methyl-4-Chlorobutyrate 42 0 42

9 Cyano Phenol Derivatives as

1) 2-Cyano Phenol 50 0 50

2) 4-Cyano Phenol

A. Total 1505 3100 4605

B. Non-EC Products

1 Sulphur dichloride 105 0 105

2 Sulphur Monochloride 500 0 500

3 Thionyl Chloride 2500 0 2500

4 SO3-Oleum Plant (Sulphuric Acid) such as 4560

0 4560 a Oleum 65 % & Oleum 27 % 2100

b Sulphuric Acid (H2SO4) (98%) 950

c Liquid SO3 1050

5 Poly Aluminium Chloride solution (30%) or Poly

Aluminium Chloride solid 200 or 60 200 or 60 400 or 120

6 Chlorosulphonic Acid 2500 0 2500

7 Imidobis (Sulfuryl Chloride) 50 0 50

8 Hydrochloric Acid (28%) 2666 4525 7526

9 Sodium sulphite (25-28%) or Sodium bisulphite

(28%) 10688 or

6655 5432 or 2475

16120 or 9130








10 Aluminium Chloride Solution 1330 1330 2660

11 Sulfur Dioxide 1673 1430 3103

B. Total 26772 12917 40024

Total (A + B) 28277 25017 44629

3.5 Technology and Process Description

Technology and process description is given in Annexure 7 of Form-1

3.6 Raw Materials

List of Raw materials are given in Annexure 8 of Form-1.

3.7 Process Description

Process description is given in Annexure 7 of Form-1.

3.8 Additives and Chemicals

List of Raw materials are given in Annexure 8 of Form-1.

3.9 Raw material required along with estimated quantity, likely source,

marketing area of final products, mode of transport of raw material and

finished product.

3.9.1 Transportation details of Raw Materials

Table 3-1: Details of Raw Material Consumption and Transportation Details

S.No

. Raw Material State Source of Supply

Means of

transportat

ion

Max.

Qty.transporte

d per day

(MTM)

1 2-2 Amino Ethoxy Ethanol Liquid Huntsman By sea Drum pkg

2 2-CEA HCL (70%) Liquid Transpek Industry

Limited By Road 0.5 MT in drum

3 Sodium Sulfite Powder yajat Ent By Road bag packing

4 2-Mercapto Ethanol Liquid BASF By sea Drum pkg

5 Aluminium Chloride Granules

GACL Dahej By Road 16 Mt per truck

Bhagyanagar Chloride

Hyderabad By Road 16 Mt per truck

6 Ammonia Gas cylinder Asco Baroda By Road 60 Kg per






S.No


Means of

transportat

ion

Max.

Qty.transporte

d per day

(MTM)

cylinder

7 Calcium Chloride Bag packing Sameer Chemical

Baroda0 By Road

25 Kg Bag

packing

8 Carbon Dioxide Gas Cylinder Sicgil Gas Baroda By Road 30 Kg Cylinder

9 Caustic 47 % Liquid GACL Baroda By Road 16 to 20 Mt

Tanker

10 Chlorine 900 Kg Gas

tonner

GACL Dahej & Baroda By Road 12 to 14 tonner

Meghmani Dahej By Road 11 to 13 tonner

Nirma Bhavnagar By Road 12 to 14 tonner

11 Chlorosulphonic Acid Liquid Bodal Chem By Road 9 to 16 Mt

Tanker

12 Decanoic Acid Liquid Palm Oleo Malaysia By sea /

Road

180 KG HDPE

drum

(80 drum in 1

FCL)

13 Gamma Butyrolactone Liquid BASF Malaysia & Asia

pharm china

By sea /

Road

230 Kg X 80

Drum

14 Hydrochloric Acid Liquid GACL Baroda By Road 16 Mt per tanker

15 Isophthalic Acid Powder Indorama Spain &Lotte

Korea

By sea /

Road

1 MT Jumbo bag

x 20 Bag

16 Lime Powder Powder Balaji Mineral

Rajasthan By Road

40 KG Bag X 400

bag in truck lot

17 Mesitylene Liquid Nanjing China By sea /

Road 20 MT ISO tank

18 Methanol Liquid GNFC By Road Tanker

19 Propargyl Alcohol Liquid BASF Germany &

Ashland Germany

By sea /

Road

190 Kg Metal

drum x 80 drums

20 Sulfamic acid Powder Ankleshwar By Road bag packing

21 Sulfur Liquid Reliance & Essar

Jamnagar By Road

20 MT in tanker

lot appx

22 Sulfur Granules Granuels IOCL Baroda By Road loos in truck of

35 MT appx

23 Sulfur Trioxide Liquid Bodal Chem Baroda By Road 9 Mt in tanker

appx

24 Terephthalic Acid Powder Reliance Hazira By Road 1.1 Mt in Jumbo

bag x 15 bag

25 Thionyl Chloride Liquid Kutch Chem Kutch &

Shree Ankleshwar By Road 20 Mt tanker

26 Para Nitro Benzoic Acid-

PNBA Solid

Shree Chemo

Ankleshwar

By Road

Drum Pkg 5 Mt

27 M-Nitro Benzoic Acid - Solid Shree Chemo By Road 5 Mt






S.No


Means of

transportat

ion

Max.

Qty.transporte

d per day

(MTM)

MNBA Ankleshwar Drum Pkg

28 Toluene Liquid Mangalam Ent

Ankleshwar

By Road

Drum Pkg 7 to 8 Mt

29 MonoEthanol Amine (MEA) Liquid Amines & Plasticizers By Road

Drum Pkg 8 Mt

30 Soda Ash Light Solid Baroda Ind dist Baroda By Road in

BagPkg 5 Mt

31 Iso Nanonaic Acid Liquid Oxea By sea/Road

in ISO tank 20 Mt

32 Triethylene Glycol (TEG) Liquid Akry Organics By road in

drum Pkg 9 Mt

33 Caprylic Acid (Octanoic

Acid) Liquid

Asia Pharmparter

China/Palm Oleo

Malaysia

By Sea /

Road 20 MT

34 Versatic Acid / Neode. Acid Liquid Hexion BV By Sea /

Road 20 MT

35 2-PEA Liquid

Eastman USA /

Zhejiang Huangma

China

By Sea /

Road 20 MT

36 n-Valeric Acid Liquid Oxea Germany / Dow

USA

By Sea /

Road 20 MT

37 DMF Liquid Mangalam Ent

Ankleshwar

By road in

drum Pkg 7 MT

38 Xylene Liquid Mangalam Ent

Ankleshwar

By road in

drum Pkg 7 MT

39 Pivalic Acid Liquid Hexion BV By Sea /

Road 20 MT

3.10 Availability of water its source, energy/power requirement and source

should be given

3.10.1 Water consumption

Water details are given as below; water will be sourced frombore well.For extraction of ground water,

NOC will required from CGWA as per the draft guideline for water abstraction effective from 16th

November 2015. Unit will apply for the same.

Table 3-2: Water Consumption and details

S. No. Description Water Consumption in KLD


1 Industrial

a Processing 92 81 173

b Boiler 106 275 381






S. No. Description Water Consumption in KLD


c Cooling 360 190 550

d Washing 21 20 41

e Other use (Gardening, RO,

etc.) 215 265 480

Total Industrial 794 831 1625

2 Domestic 47.5 10.5 58

Total (1+2) 841.5 841.5 1683

3.10.2 Fuel

Detail of Fuel is given in the following table;

Table 3-3: Stack Details for EC Amendment Required

S.

No.

Stack

Attached

to

Capacity Stack

Nos.

Type of

Fuel used

Fuel consumption in MTD Air Pollution

Control

Measures Existing Proposed Total

Existing

1

Boiler 2697 4 MT

1 FO/ Biofuel 21/ 24 - 21/24

Cyclone

Separator &

Bag filter

Boiler 2932 8 MT

Biofuel

Boiler 7238 6 MT

2

Oil Heating

system- 1

10,00,000

lit/h 1 FO/ Biofuel 1.5/ 4 - 1.5/4 Dust collector

Oil Heating

system- 2

6,00,000

lit/h

3 Incinerator 2.1 MTD 1 FO 2160 Lit/

day -

2160 Lit/

day

water

Quencher,

Two stage

Alkali

scrubber

4 D.G. set (3

nos.)

1000 KVA

of each 3 LDO

6000 Lit/

day

9000 Lit/

day

15000 Lit/

day

Adequate

Stack Height

Proposed

1 Boiler 15 MT 1 Biofuel - 70 70 ESP, Water

Scrubber

2 Oil Heating

system- 1

10,00,000

lit/h 1 FO/ Biofuel 1.5/ 4 1.5/ 4 Dust collector

3 D.G. set 1000 KVA 1 LDO - 5000 Lit/

day

5000 Lit/

day

Adequate

Stack Height

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






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

management /disposal

Waste water generation details are given in the following table;

Table 3-4: Wastewater Generation Details

S. No.

Description Waste water generation in KLD

Treatment / Disposal Mode Existing Proposed Total

1 Industrial

a Processing 15 23 38

b Boiler 21 8 29

c Cooling 22 15 37

d Washing 23 20 43

e Other use (RO reject,

etc.) 91 63 154

Total Industrial 172 129 301

2 Domestic 25 5 30

Total (1+2) 197 134 331 245 KLD will be discharged in

VECL and remaining waste water will be reused after treatment




Hazardous waste quantity and disposal mode will not change due to the amendment in EC. Details of Hazardous waste are given in following table;

Table 3-5: Hazardous Waste Generation and disposal Details

S.

No. Type of Waste

Hazardous

Waste

Category as per

Rule 2008

Hazardous

Waste Category

as per Rule

2016

Quantity in MTPA

Facility Existing Proposed Total

1 Sulphur sludge D-1 B2040 150 - 150

Collection, Storage, Transportation &

disposal at TSDF or by sale to authorized

vendor

2 Used oil 5.1 5.1 10 - 10 Collection, Storage, Transportation &

disposal by sale to authorized recycler

3 Discarded Drums 33.3 33.1 155 50 205 Collection, Storage &Sent to authorized

recycler

4 Spent Lime sludge

a. Thionyl Chloride 34.3 35.3 2963.52 - 2963.52


disposal at TSDF or by sale to authorized

vendor

5 Process Waste like Collection, Storage, Transportation &

incineration at CHWI or own incinerator as

per GPCB guidelines

a Thionyl Chloride D-1 B2040 120 - 120

b Acid Chlorides 20.3 36.1 576 2100 2676

c Friedal Craft Reactions 20.3 36.1 - 360 360

6 Incineration Ash 36.2 37.2 72 108 180

Collection, Storage, Transportation

&disposal at TSDF or Sale to Brick

manufacturer

7 Sodium Chloride Other 20.4 360 - 360 Collection, Storage, Transportation &

disposal at TSDF

8 Distillation

Residue(Decanenitrile) 36.4 36.1 52.2 - 52.2



per GPCB guidelines

9 Distillation Residue (Methane

Sulfonyl Chloride) 36.4 36.1 70.2 - 70.2



per GPCB guidelines




S.

No. Type of Waste

Hazardous

Waste

Category as per

Rule 2008

Hazardous

Waste Category

as per Rule

2016

Quantity in MTPA

Facility Existing Proposed Total

10 Distillation Residue (Methyl-

4-Chlorobutyrate) 36.4 36.1 17.64 - 17.64



per GPCB guidelines

11 Distillation Residue (Cyano

Phenol Derivatives) 36.4 36.1 78 - 78



per GPCB guidelines

12 Spent Carbon 35.2 36.2 6 - 6 Collection, Storage, Transportation &

disposal at TSDF

13 Spent catalyst 36.2 17.2 0.5 - 0.5


incineration at CHWI or own incineration

as per GPCB guidelines

14 Acid sludge(SO3 Oleum

plant& SO2 recovery plant D-2 34.1 6 - 6


disposal at TSDF

15 Distillation residue of SAMBA-

3 20.3 36.1 27 - 27


incineration at CHWI or own incineration

as per GPCB guidelines

16 Resin(Cation,Anion) 34.2 35.2 2 - 2 Collection, Storage, Transportation &

disposal at TSDF

17

Solid waste generation from

APCM system(SO3 Oleum

project)

36.1 7.5 10 - 10 Collection, Storage, Transportation &

disposal at TSDF

18 Spent solvent - 20.2 - 600 600


disposal by sale to authorized distillation

unit having valid consent

19 Calcium Chloride - 20.4 - 240 240 Collection, Storage, Transportation &

disposal at TSDF

TRANSPEK INDUSTRY LIMITED PFR FOR PROPOSED EXPANSION OF ACID CHLORIDES CHEMICALS &FRIEDEL

CRAFT CHEMICALSAT EKALBARA VILLAGE, PADRA PROJECT DESCRIPTION


Table 3-6: Solid Waste Generation and Disposal

S. No. Name of Waste Quantity per Year

Management Existing Proposed Total

1 Canteen waste 13 15 28 Treatment and used for plantation

2 Stationary waste 2.5 - 2.5 Sale

3 Bio-medical waste 0.025 0.03 0.055 Incineration

4 E-waste 0.3 0.5 0.8 Sale

5 Boiler Ash 30 80 110 Sale to brick manufacturer




CHEMICALSAT EKALBARA VILLAGE, PADRA SITE ANALYSIS


4 SITE ANALYSIS

4.1 Connectivity

The project site is located in VillageEkalbara, Taluka Padra, Pin: 391440, District: Vadodara, State:

Gujarat.

By Road:

The Effluent Channel Project (ECP) inspection road leads to the site. It is connected to state highway

No 5. A small District road from Mahuvad to Mujpur connects this state highway no. 5 with the

Vadodara -Jambusar State Highway No. 6.

By Rail:

Broad gauge rail connects the country to VadodaraCity,

Alternatively the factory can be reached by Narrow -gauge rail uptillBhoj station and from there, the

factory is connected by Village / district roads.

By Air:

Flights are available from New Delhi and Mumbai on a regular basis to VadodaraCity. From Vadodara,

the factory can be approached by road or by narrow gauge rail as explained earlier.

4.2 Land Form, Land Use and Land ownership

The total plot area of the unit is 4,34,099 m2. The landuse of the project site is industrial.

4.3 Topography (along with map)

The Vadodara district can be divided in two main geomorphic units – the eastern hilly, medium to high

relief terrain and the western plain area. The eastern portion of the district comprises the

ChhotaUdepur, Jambugam and Nasvaditalukas. The hilly areas have two types of topography. In the

north there are irregular hills and ridges with intervening valleys forming a high relief whereas in the

south the low flat topped hills of Deccan Traps along with rolling mounds give rise to a medium relief.

The western plain has got a flat, low lying surface and a thick pile of alluvium. The Narmada and the

Mahi are the major rivers of the district. Besides these two rivers, the Jambuva, the Surya, the

Vishwamitri and the Dhadhar flow through the district and end into the Gulf of Cambay (Khambhat).

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






Table 4-1: Distance of Project Site from Sensitive Areas

Area Distancein km Direction

Mahisagar River 15 NW

Table 4-2: Distance of Project site from Water Bodies

Water body Distance

in km Dir

MahisagarRiver 1.5 NW

Padra Pond 6.41 ESE

Rampura Pond 7.39 ENE

Raypura Pond 7.51 ENE

Ranu Pond 5.26 S

Samiyala Pond 10.00 E

Bhayli Pond 10.92 ENE

Dabhasa Pond 2.04 SE

4.5 Existing Infrastructure

Well-developed infrastructure is available at site and around the site.

4.6 Soil classification

Not required

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, 1961-1990, Vadodara. These tables give useful information about a

region’s weather, since they are collected over a 30-year period.

4.7.1 Temperature

Summer season comprises March, April and May months. Mean daily maximum temperature during

season remainbetween 36.9 to 40.7 °C, while mean daily minimum temperature remain between 19.0

to 26.7 °C. May is the hottest month of the season with Maximum temperature 44.1°C. Temperature

remains normal during monsoon and post monsoon. It ranges Mean maximum between 31.6 to 37.4

°C and Mean minimum temperature between 17.5 to 27.3 °C. Winter season comprises December,

January and February months. January is generally the coldest month, with minimum temperature

recorded 8.6 °C. During the season mean maximum temperature remains between 31.2 to 32.7 °C

and Mean minimum temperatures remain between 12.7 to 14.6 °C.

4.7.2 Wind

Table 4-3: Predominant Wind Direction

Predominant First Second Third






Month Morning Evening Morning Evening Morning Evening

January NE NW CALM NE N CALM

February CALM NW NE NE N W

March CALM NW SW SW NE W

April SW NW CALM SW/W NW CALM

May SW SW W W S NW

June SW SW W W S S

July SW SW S S/W W/CALM CALM

August SW SW W W S/CALM S

September SW SW CALM W W NW

October CALM CALM NE NW SW NE

November CALM CLAM NE NE N NW

December NE NE CALM N/NW/CALM N W

4.7.3 Rainfall

The total rainfall in year is observed to be 841.8 mm. Distribution of rainfall by season is 6.1 mm in

winter (December, January, February), 8.8 mm in summer (March, April, May), 783.1 mm in

monsoons (June, July, August, September) and 43.8 mm in post-monsoons (October - November).

4.7.4 Cloud Cover

The area remains cloudy between the months of July – August, which is the active period of the

monsoon season. Generally cloud cover ranges from 4-8 Oktas during the monsoon season. During

the post-monsoon season the low and medium cloud cover is predominantly zero Oktas.

4.7.5 Humidity

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

that order. Mornings are more humid than evenings and humidity ranges from a high of 75-89% in

monsoon mornings to a low of 20-28% in summer evenings. During post-monsoon season, in morning

humidity remains between 64-71% and in the evening it remains between 38-40%.

4.8 Social infrastructure available

Not applicable




CHEMICALSAT EKALBARA VILLAGE, PADRA PLANNING BRIEF


5 PLANNING BRIEF

Water Consumption

Total existing water requirement is 841.5 KLD and after proposed expansion will be 1683 KLD. The

water will be sourced from Bore well.

Wastewater Generation

Existing wastewater generation is 197 KLD and after proposed expansion total wastewater generation

will be 331 KLD. From that 245 KLD will be discharged in VECL and remaining wastewater will be

reused after treatment.

Power



expansion.

Standby Emergency DG Sets:

Existing: 3 DG Sets of 1000 kVA each

One additional DG Set of 1000 kVA will be installed as standby arrangement.




CHEMICALSAT EKALBARA VILLAGE, PADRA PROPOSED INFRASTRUCTURE


6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

Total Plot area 4,34,099 m2.

6.2 Residential Area (non-processing area)

No Residential area

6.3 Green belt

35% of total plot area is developed as greenbelt.

6.4 Social Infrastructure

Not applicable

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

6.5.1 By Road

The Effluent Channel Project (ECP) inspection road leads to the site. It is connected to state highway

No 5. A small District road from Mahuvad to Mujpur connects this state highway no. 5 with the

Vadodara - Jambusar State Highway No. 6.

6.5.2 By Rail

Broad gauge rail connects the country to VadodaraCity,

Alternatively the factory can be reached by Narrow -gauge rail uptilBhoj station and from there, the

factory is connected by Village / district roads.

6.5.3 By Air

Nearest DomesticAirport at Vadodara, is about 22.66 km towards NE direction from project site.

Regular flights to Mumbai and Delhi are available from here.

6.6 Drinking water management (source & supply of water)

Water will be sourced form bore well.

6.7 Sewage system

Sewage is treated in STP as well as ETP.




CHEMICALSAT EKALBARA VILLAGE, PADRA PROPOSED INFRASTRUCTURE


6.8 Industrial waste management

ETP is provided for treatment of waste water and treated effluent will be sent to ECPL through

pipeline, operated by M/s ECPL, Dhanora.

6.9 Solid waste management

The solid waste generated from the plant operations is disposed offto NECL/SEPPL.

6.10 Power requirement & supply/ source



expansion.




CHEMICALSAT EKALBARA VILLAGE, PADRA REHABILITATION & RESETTLEMENTS (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




CHEMICALSAT EKALBARA VILLAGE, PADRA PROJECT SCHEDULE & 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)

Not applicable

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

the project.

Estimated Project Cost is expected to be Rs. 90 Crores for multiple Products.

We expect to break even in the project in the 3rd year of operation.

Expected Average Gross Margins are around 30% and Net Margins should be in the 12% region.

8.2.1 Fixed Capital

125 (Existing) + 90 (New Expansion) = 215 Crores

8.2.2 Working Capital

25 Crores

8.2.3 Revenues

First three year sales should gross revenues of around Rs. 700Crores.

8.2.4 Breakeven Point

Expected break-even will be 2-3 years of operation.

8.2.5 Profitability

Expected profitability is 8 % Net Margin.




CHEMICALSAT EKALBARA VILLAGE, PADRA ANALYSIS OF PROPOSAL


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

Not applicable.

Kadam Environmental Consultants w w w . k a d a m e n v i r o . c om

Env i ro nme ntfo r D eve lopment

TRANSPEK INDUSTRY LIMITED MARCH 2017 · Transpek Industry Limited, Regulators and relevant ......

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