EIA & EMP for 100 MW Thermal Power Plant at...

M/s. Jubilant Agri & Consumer Products Ltd.

Prefeasibility Report for Proposed Expansion of existing capacity of Butadiene based Synthetic Lattices and Setting up facility of Adhesives and Wood Finishes manufacturing plant at Block no. 129, Village Samlaya, Taluka Savali, Vadodara, Gujarat

JUNE 2019

Kadam Environmental Consultants

w w w . ka d a m en v i r o . c o m

Envi ronment for Deve lopment

http://www.kadamenviro.com/

JUBILANT AGRI & CONSUMER PRODUCTS

LIMITED

PROPOSED EXPANSION OF EXISTING

CAPACITY OF BUTADINE BASED SYNTHETIC

LATTICES & SETTING UP OF ADHESIVES

AND WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT QUALITY SHEET

KADAM ENVIRONMENTAL CONSULTANTS | JUNE 2019 2

M/S. Jubilant Agri & Consumer Products Ltd.

Prefeasibility Report for Proposed Expansion Of Existing Capacity Of Butadiene Based

Synthetic Lattices And Setting Up Facility Of Adhesives And Wood Finishes Manufacturing

Plant At Block No. 129, Village Samlaya, Taluka Savali, Vadodara, Gujarat

© Kadam Environmental Consultants (‘Kadam’), June 2019

This report is released for the use of the Jubilant Agri & Consumer Products 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 Expansion Of Existing Capacity Of Butadiene

Based Synthetic Lattices And Setting Up Facility Of Adhesives And Wood Finishes

Manufacturing Plant At Block No. 129, Village Samlaya, Taluka Savali, Vadodara,

Gujarat

Project Number 1938492106 Report No. 1 Version 1 Released June, 2019

Prepared &

Managed By Dhara 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

mailto:[email protected]

mailto:[email protected]


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LATTICES & SETTING UP OF ADHESIVES AND

WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT CONTENTS


CONTENTS

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

1.1 IDENTIFICATION OF PROJECT PROPONENT .................................................................... 7

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

1.3 WATER ........................................................................................................ 7

1.4 EFFLUENT GENERATION, TREATMENT AND DISPOSAL ......................................................... 7

1.5 POWER REQUIREMENT ........................................................................................ 7

1.6 AIR EMISSIONS ................................................................................................ 8

1.6.1 Flue Gas Stacks ....................................................................................... 8

1.6.2 Process Vents .......................................................................................... 8

1.7 SOLID/HAZARDOUS WASTE GENERATION AND DISPOSAL..................................................... 8

2 INTRODUCTION ............................................................................................... 9

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ..................................................... 9

2.1.1 Identification of Project Proponent ................................................................. 9

2.1.2 Identification of Proposed Project .................................................................. 9

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT ............................................................ 9

2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO REGION .................................................. 10

2.4 DEMAND SUPPLY GAP ........................................................................................ 10

2.4.1 Global Market ......................................................................................... 10

2.4.2 Domestic Market ..................................................................................... 10

2.5 IMPORT VS. INDIGENOUS PRODUCTION ...................................................................... 10

2.6 EXPORT POSSIBILITY ......................................................................................... 11

2.7 SALIENT FEATURES OF TECHNOLOGY ........................................................................ 11

2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT. ................................ 11

3 PROJECT DESCRIPTION .................................................................................. 12

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ...................... 12

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

OUT) WITH COORDINATES ............................................................................................ 12

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

THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD BE HIGHLIGHTED ...................................... 15

3.4 SIZE OR MAGNITUDE OF OPERATION......................................................................... 15

3.5 TECHNOLOGY AND PROCESS DESCRIPTION .................................................................. 15

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 ...................................... 15

3.6.1 Raw Materials Required ............................................................................. 15

3.7 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE SHOULD BE GIVEN ..... 15

3.7.1 Water consumption and Waste Water Generation ............................................. 15

3.7.2 Fuel ..................................................................................................... 16

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

16

4 SITE ANALYSIS .............................................................................................. 18


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4.1 CONNECTIVITY ............................................................................................... 18

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP .............................................................. 18

4.3 TOPOGRAPHY (ALONG WITH MAP) ............................................................................ 18

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.

18

4.5 EXISTING INFRASTRUCTURE .................................................................................. 19

4.6 SOIL CLASSIFICATION ........................................................................................ 19

4.7 CLIMATIC DATA FROM SECONDARY SOURCES ................................................................. 19

4.7.1 Temperature .......................................................................................... 19

4.7.2 Wind ................................................................................................... 19

4.7.3 Rainfall ................................................................................................. 20

4.7.4 Cloud Cover ........................................................................................... 20

4.7.5 Humidity ............................................................................................... 20

4.8 SOCIAL INFRASTRUCTURE AVAILABLE ......................................................................... 20

5 PLANNING BRIEF ........................................................................................... 21

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

PLANNING/ DEVELOPMENT AUTHORITY CLASSIFICATION ............................................................ 21

5.2 POPULATION PROJECTION .................................................................................... 21

5.3 LAND USE PLANNING (BREAKUP ALONG WITH GREENBELT ETC.) ............................................. 21

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL) ...................................... 22

5.5 AMENITIES/FACILITIES ....................................................................................... 22

5.5.1 Greenbelt Development ............................................................................. 22

5.5.2 Fire-fighting system ................................................................................. 22

5.5.3 Storm water management plan .................................................................... 23

5.5.4 Rainwater harvesting system ...................................................................... 23

6 PROPOSED INFRASTRUCTURE ......................................................................... 24

6.1 INDUSTRIAL AREA (PROCESSING AREA) ...................................................................... 24

6.2 RESIDENTIAL AREA (NON-PROCESSING AREA) ............................................................... 24

6.3 GREEN BELT .................................................................................................. 24

6.4 SOCIAL INFRASTRUCTURE .................................................................................... 24

6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/WATER WAYS ETC.) .................. 24

6.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) ............................................ 24

6.7 SEWAGE SYSTEM ............................................................................................. 24

6.8 INDUSTRIAL WASTE MANAGEMENT ........................................................................... 25

6.9 SOLID WASTE MANAGEMENT .................................................................................. 25

6.10 POWER REQUIREMENT & SUPPLY/ SOURCE ................................................................ 25

7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN ........................................ 26

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) .............................. 26

8 PROJECT SCHEDULE AND COST ESTIMATE ......................................................... 27


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

PROJECT TO BE GIVEN) ............................................................................................... 27

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE PROJECT. ... 27

8.2.1 Fixed Capital .......................................................................................... 27

9 ANALYSIS OF PROPOSAL ................................................................................ 28

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

TRIBAL POPULATION, IF ANY, IN THE AREA. .......................................................................... 28


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List of Tables

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

Table 2-1: Production Details ............................................................................................................... 9

Table 3-1: Water Consumption ........................................................................................................... 15

Table 3-2: Wastewater Generation ..................................................................................................... 16

Table 3-3: Fuel consumption .............................................................................................................. 16

Table 3-4: Hazardous Waste Generation and disposal Details ............................................................... 16

Table 4-1: Distance of Project site from Water Bodies .......................................................................... 18

Table 4-2: Predominant Wind Direction ............................................................................................... 19

Table 5-1: Proposed land use at project site ........................................................................................ 21

List of Figures

Figure 3-1: Site Location Map ............................................................................................................. 13

Figure 3-2: The Project Site Boundary Map with Coordinates ................................................................ 14


LIMITED

PROPOSED EXPANSION OF EXISTING CAPACITY

OF BUTADINE BASED SYNTHETIC LATTICES &

SETTING UP OF ADHESIVES AND WOOD

FINISHES PLANT AT SAVALI, VADODARA, GUJARAT EXECUTIVE SUMMARY


1 EXECUTIVE SUMMARY

1.1 Identification of Project Proponent

Jubilant Agri & Consumer Products Ltd. is the flagship Company of Agri and Performance Polymers business of the

Jubilant Bhartia group. The Company’s diversified portfolio of Agri products, Performance Polymers and IMFL

businesses delivers broad range of technology based products and solutions to customers in India as well as globally.

Driven by a culture of innovation the company focuses on delivering world class products and services to its

customers. The Company operates in both Business-to-Business (B2B) and Business to Customer (B2C) segment.

1.2 Proposed Plant Features and Production Capacity

The proposed project is Brown field and will be set up to manufacture new products like Adhesives, Wood Finishes &

expansion of existing capacity of Butadiene Based Synthetic Lattices. We are already manufacturing Butadiene Based

Synthetic Lattices at Savli plant with an approved capacity of 16,440 MT per annum. The estimated cost of the

proposed project is about INR 151 Crore. Plot area of the project site is 75,057 m2 (including existing facility) i.e.

~18.54 Acres.

The Total Production capacity is given in following table.

Table 1-1: Production Details

S. No.

Name of Products Production Capacity in TPA

Remark Existing Proposed Total

1 Adhesives 0 18000 18000

2 Wood Finish 0 6000 6000

3 Butadiene Based Synthetic Lattices viz

VP Latex, SBR Latex, NBR Latex -16440 0 -16440

Delete due to name of products given as example

4 Butadiene Based Synthetic Lattices 16440 63560 80000

1.3 Water

Total water requirement after proposed expansion will be 675 KLD. 87 KLD will be recycled back so total fresh water

requirement after proposed expansion 588 KLD which will be sourced from Borewell.

1.4 Effluent Generation, Treatment and Disposal

The total industrial wastewater generation after proposed expansion 113 KLD. From that after treatment in RO of

Jubilant Agri & Consumer Products Limited (JACPL) & ETP of Jubilant Life Science Limited (JLL) 26 KLD will disposed to Enviro Infrastructure Company Limited (EICL), Padra and 87 KLD will be recycled back in the process.

1.5 Power Requirement

Total estimated power requirement after proposed expansion will be around 3000 kVA which will be sourced from

Madhya Gujarat Vij Company Limited (MGVCL). There will be one Existing DG set of 1010 KVA & Two Proposed DG

set of 1010 KVA & 1010 KVA will be operated only during power failure. Out of which one is standby.


LIMITED

PROPOSED EXPANSION OF EXISTING CAPACITY

OF BUTADINE BASED SYNTHETIC LATTICES &

SETTING UP OF ADHESIVES AND WOOD

FINISHES PLANT AT SAVALI, VADODARA, GUJARAT EXECUTIVE SUMMARY


1.6 Air Emissions

1.6.1 Flue Gas Stacks

There will be 3 nos. of flue gas stacks, 1 attached to boiler1 & 2, 1 attached to DG Set-1 & 2 and 1 attached

to DG Set-3.

1.6.2 Process Vents

There will be no process vents.

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 Used/ Spent Oil, Process/ Waste, Solid Waste, Discarded Drums, Discarded

Liners/Bags, Spent Solvent, 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.


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WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT INTRODUCTION


2 INTRODUCTION

2.1 Identification of Project and Project Proponent

2.1.1 Identification of Project Proponent

Jubilant Agri & Consumer Products Ltd. is the flagship Company of Agri and Performance Polymers business

of the Jubilant Bhartia group. The Company’s diversified portfolio of Agri products, Performance Polymers

and IMFL businesses delivers broad range of technology based products and solutions to customers in India

as well as globally. Driven by a culture of innovation the company focuses on delivering world class products

and services to its customers. The Company operates in both Business-to-Business (B2B) and Business to

Customer (B2C) segment.

2.1.2 Identification of Proposed Project

This project is to construct a state-of-the-art facility to manufacture various products as per the production

capacity given below.

Adhesives: 18,000 MT per annum

Wood Finishes: 6,000MT per annum

Butadiene Based Synthetic Lattices: 80,000MT per annum

The proposed project is Brown field and will be set up to manufacture new products like Adhesives, Wood

Finishes & expansion of existing capacity of Butadiene Based Synthetic Lattices. We are already

manufacturing Butadiene Based Synthetic Lattices at Savli plant with an approved capacity of 16440 MT per

annum. The estimated cost of the proposed project is about INR 151 Crores. Plot area of the project site is

75057 m2 (including existing facility). The Total Production capacity is given in Table 2-1.

Table 2-1: Production Details

S. No.

Name of Products

Production Capacity in TPA

Remark Existing Proposed Total

1 Adhesives 0 18000 18000

2 Wood Finish 0 6000 6000

3 Butadiene Based Synthetic Lattices viz VP Latex, SBR Latex, NBR Latex

-16440 0 -16440 Delete due to name of

products given as example

4 Butadiene Based Synthetic Lattices 16440 63560 80000

Total 104000

2.2 Brief Description of nature of the Project




annum. The estimated cost of the proposed project is ~ INR 151 Crore. Plot area of the project site is 75,057

m2 i.e. ~18.54 Acres (including existing facility)

The total capacity will be 104000 MT/Annum. The estimated cost of the entire project is INR 151 crore.


LIMITED






2.3 Need for the project and its importance to region

1. Butadiene Based Synthetic Lattices: There is a growing demand for the different lattices like VP Latex

in tires and XNBR latex in gloves. Absence of the availability of these materials will lead to the same being

imported and at a huge cost burden making our local manufacturing for these products unavailable.

2. Adhesives & Wood Finish: With the Growth in Construction and Infrastructure there is boost in housing

sector with more Homebuyers buying coming in. This overall lead to demand in both wood working Adhesives

and Wood Finishes. There is demand of Adhesives in other Industries like packaging, Shoe Industry, Mattress

Industry, Automobiles industry which is overall supporting the Adhesive industry.

2.4 Demand Supply Gap

1. Butadiene Based Synthetic Lattices: The nitrile latex gloves industry is definitely unbalanced with

demand outweighing existing capacity. Even the growth of tires necessitates increasing installed capacity for

VP Latex.

2. Adhesives & Wood Finish: There are 2 large players in Adhesive industry and there are small regional

player mushrooming, there is clear demand for high quality and high performance adhesive in the Industry,

Also currently hot melt Adhesives and Spray Adhesive are being imported in India to cater to the Demand.

2.4.1 Global Market

1. Butadiene Based Synthetic Lattices: Globally as well there is a good growth in both the tires as well

as the gloves industry which is fueling this demand growth for the different lattices which are a critical

component in the manufacturing of tires and nitrile latex gloves

2. Adhesives & Wood Finish: Global Adhesive industry is approx. $ 60 Bln And Wood Coatings is estimated

at $ 10 Bln.

2.4.2 Domestic Market

1. Butadiene Based Synthetic Lattices: Currently all major tire dippers are in expansion phase for the

dipped cord fabric for the tire industry. The existing capacity base for VP Latex is not sufficient to meet this

increasing demand.

On the nitrile latex gloves as well, with regulations prompting the move from natural rubber gloves to nitrile

latex gloves, demand is picking for nitrile latex gloves and the absence of a quality manufacturer for XNBR

latex in India would mean that the reliance on imports would increase.

2. Adhesives & Wood Finish: Adhesive Industry is estimated at approx. 8500 Cr and Wood Finishes is

approx. 3000 Cr.

2.5 Import vs. Indigenous Production

1. Butadiene Based Synthetic Lattices: Indigenous production of these lattices would reduce the burden

on downstream manufacturers in the tire and gloves industry.

2. Adhesives & Wood Finish: There is also a huge potential for exports of both these products because

of: (a) given the geographical advantage India has from an RM procurement point of view for some of the

key RM and also (b) the product development know-how that exists within an organization like jubilant which

enables manufacturing of high quality product at an economical cost.


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2.6 Export Possibility

1. Butadiene Based Synthetic Lattices: There is also a huge potential for exports of both these products

because of: (a) given the geographical advantage India has from an RM procurement point of view for some

of the key RM and also (b) the product development know-how that exists within an organization like jubilant

which enables manufacturing of high quality product at an economical cost.

2. Adhesives & Wood Finish: Export feasibility exists to countries in Middle East and Africa.

2.7 Salient Features of Technology

Jubilant Agri & Consumer Products Limited is No.1 in India and amongst the top 2 players globally for Vinyl

Pyridine Latex for automobile tires and conveyor belt (Butadiene Based Synthetic Lattices) & Consumer brand

“Jivanjor” (Adhesive) is the 2nd largest brand in India in consumer adhesives and “Charmwood” (Wood

Finish) is a significant player in the Indian wood finishes market.

In addition, Jubilant’s technical expertise and experience enables maximization of efficiencies and

profitability. Our state of art R&D is based in Noida, where our R&D team with qualified scientists works

constantly on developing customized solutions for diverse end applications. The Company’s success so far in

this business is an outcome of its strategic vision to attain leadership position in each of its businesses. Driven

by a culture of innovation, the Company focuses on delivering world-class products and services to its

customers.

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

The proposed expansion will give employment for transportation, facilities management, testing and

calibration, security and similar services.

Construction workers: ~150 (for a few months only when construction takes place)

Existing employment: 84 (54 Permanent + 30 contractual)

Proposed employment: 224 (100 Permanent + 127 contractual)


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WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT PROJECT DESCRIPTION


3 PROJECT DESCRIPTION

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




annum. Plant will have total Production Capacity of 104000 MT/Annum. 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: Vadodara

Tehsil / Taluk / Mandal: Savli

Block No.: 129

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

Error! Reference source not found..

JUBILANT AGRI & CONSUMER PRODUCTS LIMITED

PROPOSED EXPANSION OF EXISTING CAPACITY OF BUTADINE BASED

SYNTHETIC LATTICES & SETTING UP OF ADHESIVES AND WOOD

FINISHES PLANT AT SAVALI, VADODARA, GUJARAT PROJECT DESCRIPTION


Figure 3-1: Site Location Map

JUBILANT AGRI & CONSUMER PRODUCTS LIMITED

PROPOSED EXPANSION OF EXISTING CAPACITY OF BUTADINE BASED

SYNTHETIC LATTICES & SETTING UP OF ADHESIVES AND WOOD

FINISHES PLANT AT SAVALI, VADODARA, GUJARAT PROJECT DESCRIPTION


Figure 3-2: The Project Site Boundary Map with Coordinates


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

particularly the environmental considerations gone into should be highlighted

Proposed project is for expansion of existing manufacturing plant within premises additional land will be

taken on lease from Jubilant Life Sciences Limited (JLL).

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 7.

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 8 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: Borewell

Table 3-1: Water Consumption

S. No. Item Water Consumption in KLD

Existing Proposed Total

A Domestic 4 13 17

B Gardening 3 55 58

C Industrial

1 Primary RO 0 55 55

2 Process 27 203 230

3 Washing 5 15 20

4 Boiler 0 60 60

5 Floor Washing 0 10 10

6 Cooling 15 210 225

Total Industrial 47 553 600

Gross Total (A+B+C) 54 621 675

Recycle Water from RO 0 87 87

Fresh Water Requirement 54 534 588


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Table 3-2: Wastewater Generation

S. No.

Category Wastewater Generation in KLD

Remarks Existing Proposed Total

A Domestic 4 6 10 Disposed to Soak Pit at JLL

B Industrial

1 Primary RO Reject 0 55 55 Send To Recycling RO 2

2 Process 0 0 0

To ETP

3 Washing 2 18 20

4 Boiler 0 1 1

5 Floor Washing 0 10 10

6 Cooling 1 26 27

Total Industrial wastewater 3 110 113 76 KLD to ETP

37 KLD RO 2 permeate to Cooling Tower

Recycled Water from RO 87

37 KLD from RO2 50 KLD from RO3

Total Industrial Wastewater Generation

26 Discharge to EICL

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 hr.

Type of Fuel

used

Fuel consumption

in Hr.

Existing

1 DG set 1 1010 KVA - HSD 250 Lit

Proposed

1 Boiler 1 3 Ton/Hr 20 HSD/ Agro waste 450 Lit/900 kg

2 Boiler 2 (Standby) 3 Ton/Hr - HSD/ Agro waste 450 Lit/900 kg



Note: DG Sets will be used 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 in MTPA Source

Method of

Collection

Treatment / Disposal Existing Proposed Total

1 Used/

Spent Oil 5.1 1.5 4.0 5.5

Motors/

Gear

Box

Drums

Collection, storage,

Transportation, Disposal by selling to

registered re-refiners


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S. No.

Type of Waste

Hazardous Waste

Category

Quantity in MTPA Source

Method of

Collection

Treatment / Disposal Existing Proposed Total

2 Process/ Waste

28.3 70.0 101.7 171.7 Plant HDP Bags

M/s. Nandesari Environment Control Ltd

(NECL)

3 Solid Waste

35.1 10.0 15 25.0 Packing HDP Bags

M/s. Nandesari Environment Control Ltd

(NECL)

4 Discarded

Drums 33.3

7500 nos.

30000 nos.

37500 nos.

Plant Stacking

Collection storage &

Decontamination within factory

Premises

5 Discarded

Liners/Bags 33.3 5.0 25.8 30.8 Plant Waste Bins

Collection storage &

Decontamination within factory

Premises

6 Spent

Solvent 20.2 0.0 1.4 1.4 Plant Drums

Collection, storage,

Transportation, Disposal by selling to

registered re-refiners


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WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT SITE ANALYSIS


4 SITE ANALYSIS

4.1 Connectivity

The study area is well connected by adjacent to road Waghodia-Jarod-Samlaya-Savli SH-63.

The nearest town from the current project site is: Savli ~ 6.16 Km.

Railway station/

Airport Place Distance (Km)

Airport Vadodara ~19.35 Km

Railway Lines Samlaya Junction (Mumbai-Vadodara-Delhi Board-gauge Line) ~ 4.76 km

4.2 Land Form, Land Use and Land ownership

The total plot area of the proposed unit will be 75057 m2. Land use of the proposed site is industrial.

4.3 Topography (along with map)

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

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

Mahisagar River 12.88 WNW

Meni River 0.76 SSE

Karad – Pond 12.82 N

Vadadala – Pond 5.84 SE

Karachiya – Pond 1.44 N

Samlaya – Pond 1.69 SE

Manoharpura Tank (Nani Bhadol) – Pond 5.80 ENE

Narmada Main Canal 15.74 E

Narmada Minor Canal 1.46 SSW


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4.5 Existing Infrastructure

Plant facility, EMS & utilities are already developed for 16440 T/Annum of Butadiene Based Synthetic Lattices.

There are no existing infrastructure facilities available at project site for new manufacturing plant. It has to

be created for the new manufacturing plant; however, roads and electric poles are available up to doorstep

of new proposed plant.

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. Regional meteorological data was collected

from the nearest Indian Meteorological Department (IMD) station located at Baroda (A). The latest available

chronological data for 30 years (1981-2010) has been collected and analyzed to interpret the climatological

conditions prevailing in the region.

4.7.1 Temperature

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

remain between 36.3 to 39.9 °C, while mean daily minimum temperature remain between 19.2 to 27.0 °C.

May is the hottest month of the season with Maximum temperature 43.2°C. Temperature remains normal

during monsoon and post monsoon. It ranges Mean maximum between 31.5 to 37.2 °C and Mean minimum

temperature between 17.6 to 27.5 °C. Winter season comprises December, January and February months.

January is generally the coldest month, with minimum temperature recorded 8.9 °C. During the season mean

maximum temperature remains between 29.7 to 32 °C and Mean minimum temperatures remain between

13.2 to 14.9 °C

4.7.2 Wind

Long- term wind direction data is presented in Table 4-2. During June to September that is during the

monsoon season wind blows mostly from south-west. During the period from October to February, both the

morning and evening winds are mostly from northeast. During March to May wind mostly blows from SW-W

predominantly.

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 W NE N

March CALM NW SW W N SW

April SW W CALM NW S SW

May SW SW W W S NW

June SW SW W W S S

July SW SW S S W W

August SW SW W W S S


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Month

Predominant Wind

First Second Third

Morning Evening Morning Evening Morning Evening

September SW SW/W W NW CALM CALM

October CALM CALM NE/SE N/NW E/S/SW NE

November CALM CALM NE N N NE

December CALM CALM/NW N N NE NE

4.7.3 Rainfall

Average rainfall in the region is 846 mm. Distribution of rainfall by season is 2 mm in winter (December,

January, February), 7.4 mm in summer (March, April, May), 805 mm in monsoons (June, July, August,

September) and 31.6 mm in post-monsoons (October - November). Maximum rainfall in any one month was

recorded in the month of July in year 1950 which was about 899.9 mm. July is having maximum number of

rainy days i.e. 12.5.

4.7.4 Cloud Cover

The area remains cloudy between June - September, which is the active period of the monsoon season.

During this time all clouds cover is between 4.4 to 6.4 Oktas during day time and 3.7 to 6.2 Oktas during

night time.

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 75-88% in monsoon

mornings to a low of 23-32% in summer evenings. During post-monsoon season, in morning humidity

remains between 64-70% and in the evening it remains between 41-44%.

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.


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WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT 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

EC Approval December, 2019

Plant construction phase 1 for Butadiene Based Synthetic Lattices expansion March, 2020

Plant commissioning for phase 1 for Butadiene Based Synthetic Lattices December, 2020

Start of Phase 2 expansion March, 2021

5.2 Population Projection

Man power requirement for manufacturing facility is ~224 nos. (Permanent and contract basis) after

proposed expansion. 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 Existing Proposed Total

1 Green Belt Area 14000 15059 29059 38.7

2 Proposed Admin Building 0 225 225 0.3

3 Existing Main Gate Office 165 0 165 0.2

4 Existing Main Gate 0.6 0 0.6 0.001

5 Engineering Workshop 150 0 150 0.2

6 R.M. Store 420 0 420 0.6

7 Engineering Store 225 0 225 0.3

8 Existing PCC 121 0 121 0.2

9 Proposed PCC 0 484 484 0.6

10 D.G. Set 99 0 99 0.1

11 CT. Area 49 0 49 0.1

12 Existing VPL Plant + MCC 450 0 450 0.6

13 Proposed VPL Plant + MCC 0 7200 7200 9.6

14 Storage Tanks 196 0 196 0.3

15 Chilling Plant 140 0 140 0.2

16 Cold Room 60 0 60 0.1

17 Packing Area 220 0 220 0.3

18 Hazardous Waste 200 0 200 0.3


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S. No.

Title Area, m2 % of Total

Area Existing Proposed Total

19 BSR 100 0 100 0.1

20 WF Plant 0 1050 1050 1.4

21 Adhesive Plant 0 1575 1575 2.1

22 Ware House for Adh. & WF 0 1500 1500 2.0

23 PESO for WF 0 1250 1250 1.7

24 A C N Storage 0 1250 1250 1.7

25 BD Storage 0 10000 10000 13.3

26 Fire Pump House 0 160 160 0.2

27 Fire Sump A 0 4 4 0.01

28 Fire Sump B 0 4 4 0.01

29 Roads & Drain 18061 639 18700 24.9

Total 34657 40400 75057 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. ~38.7 % (29059 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. Sprinkler System for RM Ware House (Solids), FG Storage & Admin Block.

3. 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.

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


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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.


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6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

Total Plot area will be 75057 m2.

6.2 Residential Area (non-processing area)

No residential facilities will be proposed.

6.3 Green belt

38.7 % 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

Not applicable

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

The study area is well connected by adjacent to road Waghodia-Jarod-Samlaya-Savli SH-63.

The nearest town from the current project site is: Savli ~12Km.

Railway station/ Airport

Place Distance (Km)

Airport

Vadodara - Domestic Air Port ~19.35

Sardar Vallabhbhai Patel International Airport (domestic & International, Ahmedabad)

~90.03

Railway Lines Samlaya Junction (Mumbai-Vadodara-Delhi Board-gauge Line) ~ 4.76

Routs of connectivity are given as following:

S. No. Place Distance Direction

1 Samlaya Junction (Mumbai-Vadodara-Delhi board-gauge Line) 4.76 SE

2 Vadodara Halol SH-5 10.75 SE

3 Waghodia-Jarod-Samlaya-Savli SH-63 adjacent E

4 Savli-Chandrapura-Halol 3.33 NNE

5 Vadodara – Savli SH - 158 6.23 W

6 Samlaya-Savli Road 2.0 E

6.6 Drinking water management (source & supply of water)

Drinking water will be sourced from Borewell.

6.7 Sewage system

Domestic wastewater will be disposed in JLL Sock pit.


LIMITED






6.8 Industrial waste management

Industrial Wastewater will be treated in ETP of JLL and treated water will be disposed in to ECIL.

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 3000 kVA & will be sourced from Madhya Gujarat Vij

Company Limited (MGVCL). There will be one Existing DG set of 1010 KVA & Two Proposed DG set of 1010

KVA & 1010 KVA will be operated only during power failure. Out of which one is standby.


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WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT 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 is expansion in existing

premises .


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WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT ANNEXURE


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 2020 and commissioning of the project is expected in March 2021.

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

8.2.1 Fixed Capital

INR 151 Cr.


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WOOD FINISHES PLANT AT SAVALI, VADODARA, GUJARAT 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 . ka d a m en v i r o . c o m

Envi ronment fo r Deve lopment

http://www.kadamenviro.com/

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