SHIVA PERFORMANCE SPECIALITY PRIVATE LIMITED

SHIVA PERFORMANCE

SPECIALITY PRIVATE

LIMITED

PFR for Proposed Multi Speciality Chemicals Manufacturing Plant at Plot No. 452, 453, 455/P, 456 & 457, EPC Canal Road, Village Karakhadi, Taluka Padra, District Vadodara, State Gujarat. November 2019

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

SHIVA PERFORMANCE SPECIALITY PRIVATE

LIMITED

PROPOSED MULTI SPECIALTY CHEMICALS MFG. PLANT AT VILLAGE KARAKHADI, PADRA,

VADODARA, GUJARAT QUALITY SHEET

KADAM ENVIRONMENTAL CONSULTANTS | NOVEMBER 2019 2

SHIVA PERFORMANCE SPECIALITY PRIVATE LIMITED.

PFR for Proposed Multi Speciality Chemicals

Manufacturing Plant at Plot No. 452, 453,455/P, 456

& 457, EPC Canal Road, Village Karakhadi, Taluka

Padra, Distict Vadodara, State Gujarat

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

This report is released for the use of the Shiva Performance Speciality Private 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

PFR For Proposed Multi Speciality Chemicals Manufacturing Plant At Plot No. 452,

453,455/P, 456 & 457, EPC Canal Road, Village Karakhadi, Taluka Padra, District Vadodara,

State Gujarat

Project Number Report No. 1 Version 0 Released November, 2019

Prepared &

Managed By Arpana Patel Released By Jitixa Upadhyay

CONTACT DETAILS

Vadodara (Head Office)

Vadodara Office: Address: 871/B/3, GIDC Makarpura, Vadodara, India–390 010; T:+91-265-6131000; E:

[email protected];

Delhi / NCR Office: Address: Spaze IT Park, Unit No. 1124, 11th Floor, Tower B3, Sector 49, Near Omaxe City Centre

Mall, Sohna Road, Gurgaon, Haryana, INDIA – 122002; T:0124-4242430 to 436; E: [email protected]

DISCLAIMER

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

believes that the facts presented in the report are accurate as on the date it was written and takes full responsibility

of what has been mentioned. However, we are human: it is impossible to dismiss absolutely, the possibility of

unintended errors or omissions. Kadam therefore specifically disclaims any liability resulting from third party use or

application of the information contained in this report for reasons other than for which this report has been prepared

and such third party users are encouraged to procure latest information prior to applying it. Any reader dis-satisfied

with report quality or facts presented in this report or having suggestions is encouraged to directly contact us at

+91-265-6131-000 or write to us at [email protected].


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PROPOSED MULTI SPECIALTY CHEMICALS

MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT CONTENTS


CONTENTS

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

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

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

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

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

1.4.1 Details of Sewage Treatment Plant .......................................................................... 9

1.5 POWER REQUIREMENT .................................................................................................. 9

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 ..................................................................... 10

2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO REGION ............................................................ 11

2.4 DEMAND SUPPLY GAP .................................................................................................. 11

2.4.1 Global Market ................................................................................................... 11

2.4.2 Domestic Market ............................................................................................... 11

2.5 IMPORT VS. INDIGENOUS PRODUCTION ................................................................................ 11

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

2.7 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

3.7.3 Power Requirement and Source ............................................................................. 16

3.8 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT /DISPOSAL .... 16

4 SITE ANALYSIS ........................................................................................................ 17

4.1 CONNECTIVITY ......................................................................................................... 17


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4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ........................................................................ 17

4.3 TOPOGRAPHY (ALONG WITH MAP) ...................................................................................... 17

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. ............................................... 17

4.5 EXISTING INFRASTRUCTURE ............................................................................................ 17

4.6 SOIL CLASSIFICATION .................................................................................................. 17

4.7 CLIMATIC DATA FROM SECONDARY SOURCES ........................................................................... 17

4.7.1 Temperature .................................................................................................... 18

4.7.2 Wind.............................................................................................................. 18

4.7.3 Rainfall ........................................................................................................... 18

4.7.4 Cloud Cover ..................................................................................................... 18

4.7.5 Humidity ......................................................................................................... 18

4.8 SOCIAL INFRASTRUCTURE AVAILABLE ................................................................................... 18

5 PLANNING BRIEF ..................................................................................................... 19

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

DEVELOPMENT AUTHORITY CLASSIFICATION ................................................................................... 19

5.2 POPULATION PROJECTION .............................................................................................. 19

5.3 LAND USE PLANNING (BREAKUP ALONG WITH GREENBELT ETC.) ....................................................... 19

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL AND SOCIAL) ................................................ 19

5.5 AMENITIES/FACILITIES ................................................................................................. 19

5.5.1 Greenbelt Development ....................................................................................... 19

5.5.2 Fire-fighting system ........................................................................................... 20

5.5.3 Storm water management plan .............................................................................. 20

5.5.4 Rainwater harvesting system ................................................................................ 20

6 PROPOSED INFRASTRUCTURE ................................................................................... 21

6.1 INDUSTRIAL AREA (PROCESSING AREA) ................................................................................ 21

6.2 RESIDENTIAL AREA (NON-PROCESSING AREA) ......................................................................... 21

6.3 GREEN BELT ............................................................................................................ 21

6.4 SOCIAL INFRASTRUCTURE .............................................................................................. 21

6.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/WATER WAYS ETC.) ............................ 21

6.5.1 By Road .......................................................................................................... 21

6.5.2 By Rail ........................................................................................................... 21

6.5.3 By Air............................................................................................................. 21

6.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) ...................................................... 22

6.7 SEWAGE SYSTEM ....................................................................................................... 22

6.8 INDUSTRIAL WASTE MANAGEMENT ..................................................................................... 22

6.9 SOLID WASTE MANAGEMENT............................................................................................ 22

6.10 POWER REQUIREMENT & SUPPLY/ SOURCE .......................................................................... 22

7 REHABILITATION AND RESETTLEMENTS (R& R) PLAN .................................................. 23

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)................................................... 23

8 PROJECT SCHEDULE AND COST ESTIMATE................................................................... 24


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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) 24

8.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE PROJECT. ............. 24

8.2.1 Fixed Capital .................................................................................................... 24

8.2.2 Working Capital ................................................................................................ 24

8.2.3 Revenues ........................................................................................................ 24

8.2.4 Breakeven Point ................................................................................................ 24

8.2.5 Profitability ...................................................................................................... 24

9 ANALYSIS OF PROPOSAL .......................................................................................... 25

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

POPULATION, IF ANY, IN THE AREA. ............................................................................................ 25


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List of Tables Table 1-1: Production Details.............................................................................................................................7

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

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

Table 3-2: Wastewater Generation ................................................................................................................... 15

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 ....................................................................................... 17

Table 4-3: Predominant Wind Direction ............................................................................................................ 18

Table 5-1: Proposed land use at project site ..................................................................................................... 19

List of Figures Figure 1-1: ETP Process Block Diagram ..............................................................................................................8

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

Figure 3-2: The project site boundary Map with coordinates .............................................................................. 14


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT EXECUTIVE SUMMARY


1 EXECUTIVE SUMMARY

1.1 Introduction

Shiva's product portfolio of resins, solutions and acrylic emulsions is one of the broadest in the industry and can

deliver a "total package" that is more sustainable, cost-efficient and meet customer preferences around the world.

We design resin systems with tomorrow's environmental requirements in mind, by an awareness of the need for

continuity, and by a strong sense of responsibility. We have an outstanding sustainability record in polymers that

we continue to improve each day.

At Shiva we create products with better technology that helps the printing and packaging industries and meet

specific needs for ecologically friendly solutions without sacrificing functionality and performance.

1.2 Proposed Plant Features and Production Capacity

The proposed project is new project to set up multipurpose - multi specialties chemicals plant to full fill global

requirements of packing industries and supply export qualities products into domestic market also at Plot No. 452,

453,455/P, 456 & 457, Village Karakhadi, Padra, District Vadodara, State Gujarat. The estimated cost of the

proposed project is ~ INR 75 Crores. The Total Production capacity is given in following table.

Table 1-1: Production Details

S. No. Name of Products Production capacity, MT/Annum

1 Styrene Acrylate Co-Polymers Solids (Resins) & Styrene maleic anhydride

solid/derivatives & Styrene AA Terpolymer 50,000

2 Styrene Acrylate Co-Polymers liquid /Emulsions / solutions / PU

Emulsions (Resins) 45,000

3 Ethylene acrylic / acrylate co-polymer 15,000

4 PHOTO INITIATORS (Diphenyl(2,4,6-trimethylbenzoyl) phosphine oxide) 1000

5 UV Monomer(ester of diol and acrylates) 10,000

6 CAB (Cellulose Acetate Butyrate ) 3000

7 Isothiazolinones 10,000

8 Polyester Resin(ester of poly ethylene and aromatic acid) 10,000

9 Alkyl Ketene Diamer (AKD) 20,000

Total 1,64,000

1.3 Water

Total water requirement for the proposed project is 400.2 KLD which will be sourced from Borewell.

1.4 Effluent Generation, Treatment and Disposal

Total Wastewater generation due to the proposed project is 376.4 KLD out of which 10 kld domestic sewage will be

treated in STP and treated sewage will be sued for gardening & 366.4 kld industrial wastewater will be treated in ETP

and treated effluent will be send to EICL for further treatment and final disposal.


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1.4.1 Details of Effluent Treatment Plant

Combined effluent from process, washing and utilities from plant by gravity to be taken in inlet storage tank. Then it

will pass through Oil and grease trap to remove oil and grease. Then it will collect into equalization cum neutralization

tank where hydrated lime will add to increase PH to 10.5, then add alum to reduce PH to 8.5 and polyelectrolyte will

add to it.

Then treated water to be transferred to Primary settling tank to maximum removal of activated sludge from bottom.

Overflow from primary settling tank goes to 1st stage aeration tank. Settled sludge with water to be collected in

Intermediate holding tank.

Overflow from 1st stage aeration tank is transferred to secondary setting tank to remove remaining activated sludge

from this stage. clearer water to be overflowed and goes to Secondary aeration to for effluent polishing and

ascertaining optimized Biodegradation. Settled sludge with water further to be collected in intermediated holding

tank.

Clear water further transfers to final settle tank to get complete removal of activated sludge from water. Whatever

settled sludge with water further to be collected in intermediated holding tank.

Clear water from final settling tank to be collected in intermediate storage tank. Now these waters are further taken

for PSF & ACF Filtration. Filtered Effluent will be stored in final tank till it is analyzed for COD, TDS & PH. Final Treated

effluent to be send to EICL for final disposal.

Figure 1-1: ETP Process Block Diagram

Total Design Flow - 375 KL/DayInlet parameter COD 10000 - 15000BOD 3100-5000TDS 10000 – 15000PH 4.5 to 6.5

Combined

effluent from

process, washing

and utilities from

plant by gravity

INLET

STORAGE

SUMP

Oil and

grease

trap

EqualizationCum neutralization Tank

Primary Settling Tank

1st Stage Aeration Tank

Secondary Settling Tank

Lime alum Polyelectrolyte

INTERMEDIATE HOLDING TANK

MECHANICAL DEWATERING Raw Water for Backwash

2nd Stage Aeration Tank

Final Settling Tank

Intermediate holding tank

Pressure Sand Fil ter

Activated Carbon Filter

Final Collection Tank

Send to EICL


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1.4.1 Details of Sewage Treatment Plant

Sewage water to be collected in inlet tank. Then it will pass through bar screen chamber and strainer. Will inject to Modular Sewage Treatment Plant based on trans Bio-Filter Technology for treatment.

Treated water is collected in final storage tank after disinfected and will use further to agriculture purpose.

1.5 Power Requirement

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

(MGVCL).

Standby Emergency DG Sets:

There will be one DG set of 800 KVA. DG set will be operated only during power failure.

1.6 Air Emissions

1.6.1 Flue Gas Stacks

There will be 3 nos. of flue gas stacks, 1 attached to boilers, 1 attached to thermic fluid heater and 1 attached to DG

Set.

1.6.2 Process Vents

There will be 16 nos. of process vents attached to following,

10 attached to blow down reactor

2 attached to outlet of the dryers and mils

1 attached to SO2 Scrubber

2 attached to HCl Scrubber

1 attached to propene nitrile storage tank vent to scrubber

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 Oil, Contaminated discarded container/bags, Chemical sludge from Waste water

treatment, Wastes or residues 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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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT INTRODUCTION


2 INTRODUCTION

2.1 Identification of Project and Project Proponent

2.1.1 Identification of Project Proponent

Shiva's product portfolio of resins, solutions and acrylic emulsions is one of the broadest in the industry and can

deliver a "total package" that is more sustainable, cost-efficient and meet customer preferences around the world.

We design resin systems with tomorrow's environmental requirements in mind, by an awareness of the need for

continuity, and by a strong sense of responsibility. We have an outstanding sustainability record in polymers that

we continue to improve each day.

Shiva Performance Speciality Private Limited is a part of Shiva Pharmachem Limited. Shiva Pharmachem Limited,

which is involved in chlorination chemistry and is manufacturing intermediates for the pharmaceutical, agrochemical

and polymer industry.

At Shiva we create products with better technology that helps the printing and packaging industries and meet specific

needs for ecologically friendly solutions without sacrificing functionality and performance.

2.1.2 Identification of Proposed Project

The proposed project is new project to set up multipurpose - multi specialities chemicals plant to full fill global


453,455/P, 456 & 457, Village Karakhadi, Padra, District Vadodara, State Gujarat. The estimated cost of the

proposed project is ~ INR 75 Crores. The Total Production capacity is given in Table 2-1.

Table 2-1: Production Details

S. No. Name of Products Production capacity,

MT/Annum

1 Styrene Acrylate Co-Polymers Solids (Resins) & Styrene maleic anhydride

solid/derivatives & Styrene AA Terpolymer 50,000

2 Styrene Acrylate Co-Polymers liquid /Emulsions / solutions / PU Emulsions

(Resins) 45,000

3 Ethylene acrylic / acrylate co-polymer 15,000

4 PHOTO INITIATORS (Diphenyl(2,4,6-trimethylbenzoyl) phosphine oxide) 1000

5 UV Monomer(ester of diol and acrylates) 10,000

6 CAB (CELLULOSE ACETATE BUTYRATE ) 3000

7 Isothiazolinones 10,000

8 Polyester Resin(ester of poly ethylene and aromatic acid) 10,000

9 Alkyl Ketene Diamer (AKD) 20,000

10 Total 1,64,000

2.2 Brief Description of nature of the Project

Shiva Performance Limited has been manufacturing a wide range of resins, solutions and acrylic emulsions. The

proposed project is new project to set up multipurpose - multi specialities chemicals plant to full fill global

requirements of packing industries and supply export qualities products into domestic market also at at Plot No. 452,

453,455/P, 456 & 457, Village Karakhadi, Padra, Vadodara, Gujarat. Plot area of the project site is 26133 m2.

The total capacity will be 1,64,000 MT/Annum. The estimated cost of the entire project is Rs. 75 crores.


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT INTRODUCTION


2.3 Need for the project and its importance to region

May be unique project in this region to export supply specialities chemicals to global level as well as local market in

india.

2.4 Demand Supply Gap

Huge demand of such specialties chemical in packing industries.

2.4.1 Global Market

70 % Global Market for such specialities chemicals.

2.4.2 Domestic Market

30% Domestic Market for such specialities chemicals.

2.5 Import vs. Indigenous Production

30% domestic and 70% export.

2.6 Export Possibility

30% domestic and 70% export.

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

It is anticipated that about 300 – 400 persons will be employed at the site for the purpose of construction activities

and 300 (100 direct & 200 indirect) persons will be engaged once operations commence.


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT PROJECT DESCRIPTION


3 PROJECT DESCRIPTION

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

The proposed project is new project to set up multipurpose - multi specialities chemicals plant to full fill global


453,455/P, 456 & 457, Village Karakhadi, Padra, Vadodara, Gujarat. Plant will have total Production Capacity of

1,64,000 MTPA. 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:

Plot No: 452, 453,455/P, 456 & 457,

Village: Karakhadi,

State: Gujarat

District: vadodara

Tehsil / Taluk / Mandal: Padra

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

Reference source not found..

SHIVA PERFORMANCE SPECIALITY PRIVATE LIMITED PROPOSED MULTI SPECIALTY CHEMICALS MFG. PLANT AT VILLAGE

KARAKHADI, PADRA, VADODARA, GUJARAT PROJECT DESCRIPTION


Figure 3-1: Site Location Map

SHIVA PERFORMANCE SPECIALITY PRIVATE LIMITED PROPOSED MULTI SPECIALTY CHEMICALS MFG. PLANT AT VILLAGE

KARAKHADI, PADRA, 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

Not applicable

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: Borewell

Table 3-1: Water Consumption

S. No. Area of Consumption Fresh Water Quantity, KLD Source of Water

1 Domestic 10

Borewell water

2 Gardening 20

3 Processing (Raw water) 290.2

4 Washing (Reactor and Floor) 20

5 D M Water 30

6 Boiler 25 DM water

7 Cooling Tower 30 Borewell water

Total 400.2

Table 3-2: Wastewater Generation

S. No. Area of Generation Wastewater generation in KLD Remark

1 Domestic 10 To STP for treatment and treated water

will be used for gardening

2 Processing 328.4

To ETP for treatment and treated effluent

will be sent to EICL for further treatment

and final disposal

3 Washing (Reactor and Floor) 20

4 D M Water 5

5 Boiler 8

6 Cooling Tower 5

Total Industrial 366.4

Total 376.4


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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

1 Boiler 3 TPH 24 Briquette 20.0 MT/DAY

3 Thermic Fluid Heater 5 lakh Kcal/Hr 24 Briquette 20.0 MT/DAY

2 DG set 800 kVA - Diesel 180 LTR/DAY

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

3.7.3 Power Requirement and Source


(MGVCL).


There will be one DG set of 800 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 Used Oil 5.1 5 KL equipment & hot oil

system Drum sent to recycler

2

Contaminated

discarded

container/bags

33.3 12000 Nos plant internal usage Stored sent to recycler

3 Chemical sludge from

Waste water treatment 34.3 240 MT from process plant HDPE Bag

sent to TSDF for

landfilling

4 Wastes or residues 23.1 3600 MT from process plant HPDE Bag sent for TSDF

Incinerator


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT SITE ANALYSIS


4 SITE ANALYSIS

4.1 Connectivity

The study area is well connected by roads to Padra.

One nearest Railway stations are available from the site. Vadodara (30.40 Kms away).

4.2 Land Form, Land Use and Land ownership

The total plot area of the proposed unit will be 26133 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

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

Dhadhar River 13.72 SE

Mahi River 4.44 NW

Narmada Minor Canal 0.25 N

Narmada Canal 3.82 ESE

4.5 Existing Infrastructure

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

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.


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT SITE ANALYSIS


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 4-2: 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


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT PLANNING BRIEF


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 December 2019

Basic engineering June 2020

Detail engineering & Procurement with Mechanical Completion September 2020

Testing/commission and commercial production March 2021

5.2 Population Projection

It is anticipated that about 300 – 400 persons will be employed at the site for the purpose of construction activities

and 300 (100 direct & 200 indirect) persons will be engaged once operations commence.

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 ETP 1117 4.27

2 Warehouse 2010 7.69

3 Plant Area 1544 5.91

4 Raw Material Storage Area 773 2.96

5 Utility Area 872 3.34

6 EO Storage 564 2.16

7 Security Cabin 55 0.21

8 (1B) Greenbelt Area 11522 44.1

9 (1C) Roads 5296 20.3

10 OPEN AREA (Future Expansion) 2380 9.11

Total 26133 100

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. 44.1 % (11522 m2) area

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


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT PLANNING BRIEF


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.


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT PROPOSED INFRASTRUCTURE


6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

Total Plot area is 26133 m2. Out of it, approx. 1544 m2 will be processing area.

6.2 Residential Area (non-processing area)

No residential facilities will be proposed.

6.3 Green belt

44.1 % 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 Shiva performance 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

The Effluent Channel Project (ECP) inspection road leads to the site. It is connected to state highway No 5 that

is about 0.26 km towards NNW direction from proposed site.

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

State Highway No. 6 that is about 1.80 km towards ENE direction from proposed site.

6.5.2 By Rail

Vadodara is a nearest railway station on this route that is about 30.40 km towards ENE direction from proposed

site.

6.5.3 By Air

Vadodara Domestic Airport is about 34.67 km towards ENE direction from proposed site. Daily multiple flights

for Mumbai & Delhi are available from here.

Sardar Vallabhbhai Patel International Airport (domestic & International, Ahmedabad is about 101.43 km

towards NNW direction from project site.


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT PROPOSED INFRASTRUCTURE


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 soak pit.

6.8 Industrial waste management

Industrial Waste water will be treated in ETP and treated water will be send to EICL for final disposal.

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


(MGVCL)


There will be one DG set of 800 KVA. DG set will be operated only during power failure..


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, 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 lies in an Industrial Area.


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT 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 September

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 75 Cr.

8.2.2 Working Capital

INR 25 Cr.

8.2.3 Revenues

INR 250 Cr in next five years.

8.2.4 Breakeven Point

50%

8.2.5 Profitability

20%


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MFG. PLANT AT VILLAGE KARAKHADI, PADRA, VADODARA, GUJARAT 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.

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 centres 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

SHIVA PERFORMANCE SPECIALITY PRIVATE LIMITED

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