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VEDANT CHLORO CHEM

Prefeasibility Report of Proposed Hydrogenation, Hydrolysis and Chlorination products at Plot No.D-2/CH/77, GIDC Dahej, Vagra Taluka, Bharuch District, Gujarat State

DECEMBER 2 0 1 6

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

Envi ronment f or Deve lopment

http://www.kadamenviro.com/�

VEDANT CHLORO CHEM EXPANSION PROJECT OF EXISTING PLANTS

AT GIDC DAHEJ, PHASE II EXECUTIVE SUMMARY

KADAM ENVIRONMENTAL CONSULTANTS | DECEMBER 2016 2

VEDANT CHLORO CHEM

Prefeasibility Report for Proposed Hydrogenation, Hydrolysis and Chlorination products at Plot No. D-2/CH/77, GIDC Dahej, Vagra Taluka, Bharuch District, Gujarat State © Kadam Environmental Consultants (‘Kadam’), December, 2016

This report is released for the use of the Client Name, 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 Hydrogenation, Hydrolysis and Chlorination products at Plot No. D-2/CH/77, GIDC Dahej, Vagra Taluka, Bharuch District, Gujarat State

Project Number 1522722122 Report No. 1 Version 1 Released December, 2016

Prepared & Managed By

Jitixa Upadhyay Released By Sangram Kadam

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.

mailto:[email protected]�

mailto:[email protected]�




CONTENTS

1 EXECUTIVE SUMMARY ................................................................................. 6

1.1 PLANT FEATURES AND PRODUCTION CAPACITY .......................................................... 6 1.2 ENVIRONMENT ............................................................................................ 8

1.2.1 Water .............................................................................................. 8 1.2.2 Effluent Generation, Treatment and Disposal ............................................... 8 1.2.3 Power .............................................................................................. 8 1.2.4 Air Emission ....................................................................................... 8 1.2.5 Hazardous Water Generation and Disposal .................................................. 8

1.3 SUBMISSION .............................................................................................. 8

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

2.1 BRIEF DESCRIPTION OF THE PROJECT .................................................................... 9 2.2 NEED FOR THE PROJECT AND ITS IMPORTANCE TO REGION .............................................. 9 2.3 DEMAND SUPPLY GAP. ................................................................................... 9

2.3.1 Global Market ..................................................................................... 9 2.3.2 Domestic Market ................................................................................. 9 Presently the domestic markets of the above products are approximately 150000 MT/YEAR . 9

2.4 IMPORT VS. INDIGENOUS PRODUCTION .................................................................. 9 2.5 EXPORT POSSIBILITY ..................................................................................... 9 2.6 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ............................. 9

3 PROJECT DESCRIPTION ............................................................................. 10

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ......... 10 3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION AND PROJECT BOUNDARY &

PROJECT LAY OUT) WITH COORDINATES ........................................................................ 10 3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD BE HIGHLIGHTED ................ 10 3.4 SIZE OR MAGNITUDE OF OPERATION................................................................... 11 3.5 TECHNOLOGY AND PROCESS DESCRIPTION ............................................................ 11

3.5.1 Salient Features of Technology .............................................................. 11 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

RRM-2*, RM-3** AND RM – 4*** .......................................................................... 14 3.10 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE SHOULD BE GIVEN

14 3.10.1 Water consumption ............................................................................ 14 3.10.2 Power Requirement ............................................................................ 14




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

/DISPOSAL ...................................................................................................... 14

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

4.1 CONNECTIVITY ......................................................................................... 17 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 ............................................................................ 18 4.6 SOIL CLASSIFICATION .................................................................................. 18 4.7 CLIMATIC DATA FROM SECONDARY SOURCES ........................................................... 18

4.7.1 Temperature .................................................................................... 18 4.7.2 Wind ............................................................................................. 19 4.7.3 Rainfall ........................................................................................... 19 4.7.4 Cloud Cover ..................................................................................... 19 4.7.5 Humidity ......................................................................................... 19

4.8 SOCIAL INFRASTRUCTURE AVAILABLE ................................................................... 19

5 PLANNING BRIEF ...................................................................................... 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 ............................................................................................ 22 6.5.4 By Water ........................................................................................ 22

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




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




1 EXECUTIVE SUMMARY

1.1 Plant Features and Production Capacity

Vedant Chloro Chem, an ISO 9001:2008 certified company is one of the leading precipitated silica manufacturer in India. With use of latest technology, Company provides the best quality precipitated silica for various industrial applications.

Precipitated Silica is pure white synthetic amorphous material which is inert, non-toxic, chemically balanced and suited for diverse applications. Precipitated silica use in many filed like Tyre/rubber, food/feed, pesticides, toothpaste, plastics, detergents, paints coating and several other application.

Our plant is located at Dahej GIDC of Vagra Taluka in Bharuch District, Gujarat. The unit is assisted by highly dedicated and experienced team of technical as well as commercial the company has successfully met the demand of several key customers across in India as well as in abroad.

We have a world class research & development center equipped with sophisticated equipment as per international standards for safe, secure and efficient running of plant. We have the potential land & utilities for expanding our production capacity at top most.

Vedant Chloro Chem is known as one of the fastest growing industry in India. Recognized as a reliable manufacturer of the specialty chemicals, the company has achieved high level recognition in competitive market.

Our highly futuristic infrastructure facility is equipped with all require machinery and equipment for attainment of the firm’s goals and objectives. We engage in regular up gradation helps in maintaining quality product as per customer’s satisfaction.

It has committed work force as well as all the required facilities to manufacture tailor made products to suit customer’s requirement.

Our vision is to be as the best quality base specialty chemical company in the world.

We satisfy our customer by delivery result through quality chemical product & service. We tap new markets via product and process innovations for tomorrow’s world.

Details of proposed project is provided in Table 1-1




Table 1-1: Details of Product S.No. Product Capacity in MTPM

Existing

1 Activated Silica 825

Proposed

1 Hydrolysis products such as Benzyl Alcohol, Benzaldehyde, Benzoyl Chloride, Chlorobenzaldehyde, 4-Chloro benzoyl Chloride, Nitro benzoyl chloride, Propargyl Chloride, Pivaloyl Chloride, N-Valeroyl Chloride, 2,4 Dichloro benzoyl Chloride, 4-chloro butyryl Chloride, Phthaloyl Chloride, 2-methoxy 5-bromo 6-methyl benzoyl chloride, Terephthaloyl Chloride, IsoPhthaloyl Chloride, O-Chloro Benzyl Alcohol, Para-Chloro Benzyl Alcohol, 4-methyl benzoyl chloride etc

1500

2 Chlorination products such as Chloro Benzene, Chloro Toluene, Chlorinated PVC, Poly aluminum chloride, Mono chloro acetic acid, Chloro acetic acid, 2,6 Dichloro phenol, sulphurMonichloride, Ferric chloride, Aluminium chloride, Cuprous chloride, Calcium chloride, Cyanauric Chloride, Trichloro Acetyl Chloride, paracetamol, Epichlorohydrin, 4-Chloro 2-Hydroxy Aniline, Para Amino Phenol, Nitro Chloro Benzene, Benzyl Chloride, Sodium Hypo Chloride, Benzo Trichloride, 2,4 D Esters, 2,4 D Amine, Chlorinated Paraffin Wax, Phosphorous Penta Chloride, Phosphorous Trichloride, Caboxy Methyl Cellulose Sodium Salt, Mono Chloro Benzene, 5,Chloro Ortho hydroxy benzoic Acid, 2,4 Dichloro Phenol, Dichloro Benzene, ParaChloroToluene/OrthoChloroTol, 2,4-Dichloro Phenoxy Acetic Acid, P-Chlorobenzyl Chloride, O-Chloro Benzyl Chloride, O-ChloroBenzal Chloride and O-Chloro Benzo Trichloride

1500

3 Hydrogenation products

such as Xylidine, Anisidine, 2-Methyl Cyclohexyl Acetate, Para Hydroxy Aniline, Aniline, 3,4 Diamine Toluene, 3,4 Di chloro Aniline, 2,4,5-Trichloroaniline, O-M-P Toluidine, 2-Chloro, 5 Methyl, 1,4 Phenylene Diamine, 3-Amino Benzotrifloride, 3- Amino 4-Chloro Benzotrifloride, Silane- Hydrogenation Of Precipated Silica, 3 Amino 4-Methyl Benzoic, 3-Amino 4-Chloro Benzoic acid, 3 Amino 4-Methyl Benzoic, IsoPhoronDia Amine, 2 Chloro 1,4 Phenylene Diamine, 2,5 Dichloro 1,4 Phenylene Diamine, 3-Iso Propoxy Aniline, . 2 Chloro 5-Methyl, 1,4 Phenylene Diamine, 6-Methyl 5-Amino Benzimidazolone, 2,5 Dimethyl 1,4 Phenylene Diamine, 5-Amino Benzimidazolone, 3-5 Dichloro Aniline, 2-5 Dichloro Aniline, 2,3 Dichloro Aniline

1500




1.2 Environment

1.2.1 Water

Source of water is GIDC water supply. Existing water demand is 50 KLD and proposed water demand will be 35 KLD. So after expansion total water consumption will be 85 KLD.

1.2.2 Effluent Generation, Treatment and Disposal

Existing wastewater generation is 21 KLD. Proposed wastewater generation will be 8 KLD. So after proposed expansion total wastewater generation will be 29 KLD. After proposed expansion, treated effluent will be discharge to GIDC drain for final disposal.

1.2.3 Power

Proposed power requirement during Construction Phase is 15 kVA and during Operation Phase is 75 kVA which will be supplied by Dakshin Gujarat Vij Company Limited (DGVCL).

1.2.4 Air Emission

Cyclone & Bag filter are attached to existing Spray Dryer and Activator. Packed Column will be attached to proposed Scrubber. Adequate stack height is provided to flue gas stacks of boiler, hot air generator, Spray Dryer and Activator. Stack will be attached to proposed scrubber in proposed expansion. LDO/ NG will be used as fuel.

1.2.5 Hazardous Water Generation and Disposal

Due to proposed expansion hazardous waste generation will not increase. Hazardous waste generated from the existing plant operation will be disposed in nearby Waste Management landfill facility. The unit has membership of M/s. Saurastra Enviro Projects Pvt. Ltd. (SEPPL), Kutch for Integrated Common Hazardous Waste Management Facility.

1.3 Submission

In the light of the above, we would like to state that the proposed expansion at Dahej would have in place systems, procedures and hardware to ensure that all guidelines for protecting the environmental emission norms are followed and its operation has no adverse impact on environment

VEDANTCHLOROCHEM

PFR FOR PROPOSED HYDROGENATION, HYDROLYSIS & CHLORINATION PLANT AT

EXISTING PLANT INTRODUCTION


2 INTRODUCTION

2.1 Brief Description of the Project

Vedant Chloro Chem (VCC) is the manufacturing of Activated Silica by using spent acid from the nearby unit. VCC has planned for expansion of their project for chlorination, Hydrogenation and Hydrolysis of Organic and Inorganic Chemical to reduce the environment load in this area by consuming by product of spent acid in their present unit.

2.2 Need for the project and its importance to region

The project is desired to be set up keeping in mind of the availability of spent, Chlorine and Hydrogen from nearby Chlor Alkali unit

2.3 Demand Supply Gap.

The demand of the product from nearby unit will be maximum as Dahej PCPIR will be the one of the biggest Chemical Hub of the India.

2.3.1 Global Market

Global market of the above product is increasing with the trend of 10 % in the world.

2.3.2 Domestic Market

Presently the domestic markets of the above products are approximately 150000 MT/YEAR

2.4 Import vs. Indigenous Production

Indigenous production is desired to have local source of the same as also to conserve valuable foreign exchange.

2.5 Export Possibility

There is no plan or requirement of exporting since there is enough demand in India itself.

2.6 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 20 on permanent basis and 20 on contractual basis. After proposed expansion, there will be addition of 25 on permanent basis and 35 on Contractual basis.

VEDANTCHLOROCHEM


EXISTING PLANT 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

Proposed expansion is located at Plot No. D-2/CH/77, GIDC Dahej, Industrial Estate.

3.3 Details of alternate sites considered and the basis of selecting the proposed site, particularly the environmental considerations gone into should be highlighted

In Gujarat, there are very few places available as on date that are fit for setting up of a synthetic organic chemical plant from enviro-legal angle. This is essentially because most of the other industrial clusters (such as Ankleshwar, Nandesari, Panolietc.) have been designated as critically or severely polluted by the MoEF.

The main choices available are either:

• Setting up a unit at an area where Non-Agricultural (‘NA’) land can be used for setting up of a chemical unit, or using an existing industrial estate for setting up the same, provided the said industrial estate is permitted to allow additional chemical industries

• The proposed project is a Greenfield project and its location is within an industrial area, namely GIDC, Dahej.

Thus the location has the following advantages:

• It is not located in a critically / severely polluted area • Easy availability of infrastructure such as roads and also raw water and power • Suitable environmental infrastructure in the form of TSDF and a diffuser for deep sea disposal of

effluent.

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3.4 Size or Magnitude of Operation

Table 3-1: Production capacity

S.No. Product Capacity in MTPM

Existing

1 Activated Silica 825

Proposed

1 Hydrolysis products

such as Benzyl Alcohol, Benzaldehyde, Benzoyl Chloride, Chlorobenzaldehyde, 4-Chloro benzoyl Chloride, Nitro benzoyl chloride, Propargyl Chloride, Pivaloyl Chloride, N-Valeroyl Chloride, 2,4 Dichloro benzoyl Chloride, 4-chloro butyryl Chloride, Phthaloyl Chloride, 2-methoxy 5-bromo 6-methyl benzoyl chloride, Terephthaloyl Chloride, IsoPhthaloyl Chloride, O-Chloro Benzyl Alcohol, Para-Chloro Benzyl Alcohol, 4-methyl benzoyl chloride etc

1500

2 Chlorination products

such as Chloro Benzene, Chloro Toluene, Chlorinated PVC, Poly aluminum chloride, Mono chloro acetic acid, Chloro acetic acid, 2,6 Dichloro phenol, sulphurMonichloride, Ferric chloride, Aluminium chloride, Cuprous chloride, Calcium chloride, Cyanauric Chloride, Trichloro Acetyl Chloride, paracetamol, Epichlorohydrin, 4-Chloro 2-Hydroxy Aniline, Para Amino Phenol, Nitro Chloro Benzene, Benzyl Chloride, Sodium Hypo Chloride, Benzo Trichloride, 2,4 D Esters, 2,4 D Amine, Chlorinated Paraffin Wax, Phosphorous Penta Chloride, Phosphorous Trichloride, Caboxy Methyl Cellulose Sodium Salt, Mono Chloro Benzene, 5,Chloro Ortho hydroxy benzoic Acid, 2,4 Dichloro Phenol, Dichloro Benzene, ParaChloroToluene/OrthoChloroTol, 2,4-Dichloro Phenoxy Acetic Acid, P-Chlorobenzyl Chloride, O-Chloro Benzyl Chloride, O-ChloroBenzal Chloride and O-Chloro Benzo Trichloride

1500

3 Hydrogenation products such as Xylidine, Anisidine, 2-Methyl Cyclohexyl Acetate, Para Hydroxy Aniline, Aniline, 3,4 Diamine Toluene, 3,4 Di chloro Aniline, 2,4,5-Trichloroaniline, O-M-P Toluidine, 2-Chloro, 5 Methyl, 1,4 Phenylene Diamine, 3-Amino Benzotrifloride, 3- Amino 4-Chloro Benzotrifloride, Silane- Hydrogenation Of Precipated Silica, 3 Amino 4-Methyl Benzoic, 3-Amino 4-Chloro Benzoic acid, 3 Amino 4-Methyl Benzoic, IsoPhoronDia Amine, 2 Chloro 1,4 Phenylene Diamine, 2,5 Dichloro 1,4 Phenylene Diamine, 3-Iso Propoxy Aniline, . 2 Chloro 5-Methyl, 1,4 Phenylene Diamine, 6-Methyl 5-Amino Benzimidazolone, 2,5 Dimethyl 1,4 Phenylene Diamine, 5-Amino Benzimidazolone, 3-5 Dichloro Aniline, 2-5 Dichloro Aniline, 2,3 Dichloro Aniline

1500

3.5 Technology and Process Description

3.5.1 Salient Features of Technology

Chlorination: The organic and inorganic solvents are being received on tankers and are being charged to specially designed chlorinator reactors having provision of agitator reflux condenser, oil heating system with variable pressure monitoring systems. Gases chlorine received from nearby Chlor

VEDANTCHLOROCHEM




Alkali industries through pipe line are being charged in a close control monitoring system with DCS/PLC programming system for suitable degree of chlorination desired by process vendors. The vent is being connected with scrubber system and removed spent acid is being consumed for existing unit of PPT Silica. The product is being transferred to vendor’s tankers to carry out their other process at their unit.

Hydrogenation: The organic and inorganic solvents received through tankers and will be charged to specially design hydrogenates reactors having provision of agitator reflux condenser, heating system with variable pressure monitoring systems. Hydrogen gas received from nearby Chlor Alkali industries through pipe line are being charged in a close control monitoring system with DCS/PLC programmed system for suitable degree of hydrogenation desired by process vendors. The vent is being connected with condenser and condensed water is being consumed for existing unit of PPT Silica reactor. The product is being transferred to vendor’s tankers to carry out their other process at their unit.

Hydrolysis: The organic and inorganic solvents are received through tankers and will be charged to specially designed hydrolysis reactors-202 having provision of agitator reflux condenser, heating system with variable pressure monitoring systems. Spent Acid generated from Chlorination process are being charged in a close control monitoring system with DCS/PLC programmed system for suitable degree of hydrolysis desired by process vendors. The vent is being connected with scrubber and condensed acidic water is being consumed for existing unit of PPT Silica reactor. The hydrolysis product –is being transferred to vendor’s tankers to carry out their other process at their unit.

VEDANTCHLOROCHEM




3.6 Raw Materials

Details of existing and proposed raw material is provided in Table 3-2.

Table 3-2: Raw Material

S. No.

Raw Material Existing Quantity

Proposed Quantity Total Quantity after

expansion

1 Sodium Silicate 2393 - 2393

2 Spent Acid 1790 - 1790

3 Bleached Clay 41 - 41

4 Chlorine - 3000 3000

5 Hydrogen - 75 75

6 RM-2* - 1100 1100

7 RM-3** - 1000 1000

8 RM-4*** - 1300 1300

3.7 Process Description

Process description is given in Annexure 5 of Form-1

3.8 Additives and Chemicals

List of Raw materials are given in Annexure 6 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 3-3: Details of Raw Material Consumption and Transportation Details Raw Material Consumption(MTPM) Source Mode of Transport

Existing

Sodium Silicate 2393 Ankleshwar Tanker

Spent Acid 1790 Dahej Tanker

Bleached Clay 41 Bhavnagar Truck

Proposed

Chlorine 3000 Dahej PIPE LINE

Hydrogen 75 Dahej PIPE LINE

RM-2* 1100 Dahej/Ankleshwar Tanker

RM-3** 1000 Dahej/Ankleshwar Tanker

RM-4*** 1300 Dahej/Ankleshwar Tanker

VEDANTCHLOROCHEM




RRM-2*, RM-3** and RM – 4***

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

3.10.1 Water consumption

Water will be sourced from GIDC water supply. Existing water consumption is 50 KLD and proposed water consumption will be 35 KLD. So after proposed expansion total water consumption will be 85 KLD.

Table 3-4: Details of Water Consumption

S. No. Area of Consumption Fresh Water Quantity, KLD Existing Proposed Total

1 Domestic 7 3 10

2 Industrial

i Process 35 10 45

ii Cooling Tower 0 10 10

iii Boiler 0 5 5

iv Washing 2 3 5

3 Gardening 6 4 10

Total 50 35 85

3.10.2 Power Requirement

Existing power requirement is 75 kVA.


Table 3-5: Fuel Consumption

S. No. Stack Attached to Capacity Type of Fuel used Fuel consumption

1 Baby Boiler 2 T/hr NG or LDO

124m3/hr or 500 Lit/hr.

2 Hot Air Generator 5 Lac Kcal/hr 124m3/hr or 500 Lit/hr.

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 3-6: Wastewater Generation Details

S. No. Area of Consumption Wastewater Generation, KLD

Disposal Mode Existing Proposed Total

1 Domestic 5 2 7 To Soak Pit & Septic Tank

2 Industrial

i Process 14 0 14 GIDC disposal drainage

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S. No. Area of Consumption Wastewater Generation, KLD

Disposal Mode Existing Proposed Total

ii Cooling Tower 0 2 2 GIDC disposal drainage

iii Boiler 0 1 1 GIDC disposal drainage

iv Washing 2 3 5 GIDC disposal drainage

3 Gardening 0 0 0 GIDC disposal drainage

Total 21 8 29

There will be no any hazardous waste generation due to proposed expansion. Detail of hazardous waste generation is given in Table 3-7. Hazardous waste will be disposed to M/s. Saurastra Enviro Projects Pvt. Ltd. (SEPPL), Kutch. Willingness letter of SEPPL is given as Figure 3-1.

Table 3-7: Hazardous Waste Generation and disposal Details

S. No.

Waste Category

as per HW Rules

Quantity in MT/Year

Treatment / Disposal Method Existing Proposed Total

1 Discarded Containers

33.3 25 0 25

Collection, Storage, Decontamination, Transportation, Disposal by either reuse or selling

to vendors.

2 Used Oil 5.1 0.02 0 0.02 Collection, Storage, Transportation,

Disposal by selling to registered rerefiners.

3 Inorganic Process Waste containing Silica Graduals

34.4 26.4 0 26.4 Collection, Storage, Transportation,

Disposal at approved common TSDF site.

4 ETP Sludge 34.3 3.6 0 3.6 Collection, Storage, Transportation,


5 Activated Earth - 3.6 0 3.6 Collection, Storage, Transportation,


6 Sodium Sulphate - 25 0 25 Collection, Storage, Transportation,


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Figure 3-1: Willingness Letter of TSDF for Waste Disposal

VEDANTCHLOROCHEM




4 SITE ANALYSIS

4.1 Connectivity

Most of the industries in Dahej are located in GIDC Industrial Area 1 & 2. The study area is well connected by roads to Bharuch. All the areas in the study area linked either by 4 lane roads.

Two nearest Railway stations are available from the proposed site. Dahej Railway Station is located at an aerial distance of 3.8 km in SW and Bharuch Railway Station is located at an aerial distance of 38.7 km in E

4.2 Land Form, Land Use and Land ownership

The total plot area of the unit is 10000 m2.As the project is located in notified industrial estate, the landuse of the project site is industrial.

4.3 Topography (along with map)

The project site generally flat with average level difference of 2.0m. There are isolated pockets of 1.0 – 2.0 m above or below the average ground well. Shallow depressions are observed on the site and a large area in the middle of the plot towards eastern boundary is elevated.

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 Distance in km Direction

Reserved Forest 8.57 WSW

Mangroves 9.55 W

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

Water Body Distance in km Direction

Vadadla Pond 1.24 NNE

Jolwa Pond 2.7 ESE

Dahej Port Coastal Area 9.4 W

Ambheta Narmada Estuary 4.18 S

Dahej Pond 4.12 WSW

Ambheta Pond 5.18 SW

VEDANTCHLOROCHEM




4.5 Existing Infrastructure

Proposed expansion of the project will be done on existing land. Land is used for Industrial purpose. During expansion additional facility will be develop as pre the requirement for production of new products.

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 most recently published Long Term Climatological Tables for the nearest observatory, Bharuch by the Indian Meteorological Department (IMD).

4.7.1 Temperature

Mean daily maximum temperature is recorded in the month of April at 40 °C. From October to December, both day and night temperatures begin to decrease rapidly. January is generally the coldest month, with a minimum temperature of 11.9 °C. During the post-monsoon months of October and November, day temperatures remain between 16.9-22.0 ºC. In winters, i.e. December, January and February, average day temperatures remain between 11.9-14.4 ºC.

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4.7.2 Wind

Table 4-3: Predominant Wind Direction

Month Predominant Wind

First Second Third

Morning Evening Morning Evening Morning Evening

January NE NE SE SW SW NW

February NE NE NW SW SW NW

March SW SW NE NW NW NE

April SW SW NW NW SE W

May SW SW NW NW S S

June SW SW S S W S

July SW SW S S W W

August SW SW W W NW NW

September SW SW NW NW S S

October SW SW NE NE SE SE

November NE NE SE SE SW SW

December NE NE SE NW NW NW

4.7.3 Rainfall

The total rainfall in year is observed to be 924.8 mm. Distribution of rainfall by season is 2.3 mm in winter (December, January, February), 14.3 mm in summer (March, April, May), 869.3 mm in monsoons (June, July, August, September) and 38.9 mm in post-monsoon (October - November).

4.7.4 Cloud Cover

The area remains cloudy between June - September, which is the active period of the monsoon season. Cloud cover is 6-8 oktas during monsoon season, while it is 0-2 oktas in post monsoon, winter and summer season.

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 80-90% in monsoon mornings to a low of 26-38% in summer evenings. During post-monsoon season, in morning humidity remains between 68-75% and in the evening it remains between 37-44%.

4.8 Social infrastructure available

Not applicable

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5 PLANNING BRIEF

Project activity chart for Chlorination-Hydrogenation-Hydrolysis is provided below

Table 5-1: Project Activity Chart

SN ACTIVITY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 PDP

2 BED

3 P.E.PO

3.1 P.E.Fabrication

3.2 P.E.Fabrication Testing

4 DED

4.1 CIVIL

4.1.1 PILING WORK

4.1.2 ROADS & DRAINS

4.1.3 TANK FOUNDATIONS

4.1.4 RCC Building & Pipe Rack work

4.1.5 Structural Bulding& Pipe Rack work

4.2 PROCUREMENT

4.2.1 ENQUIRY Floating

4.2.2 Reciept of Offers

4.2.3 Technical/ Commercial Comparatives

4.2.4 PO

4.2.5 Reciept of material at Site

4.3 SITE ERECTION

4.3.1 SITE TANKS

4.3.2 COOLING TOWER

4.3.3 EQUIPMENT ERECTION

4.3.4 PIPING ON PIPE RACK

4.3.5 AREA PIPING

4.3.6 ELECTRICAL ERECTION

4.3.7 INSTRUMENT ERECTION

4.4 MECHANICAL COMPLETION

5 Pre commissioning

6 Commissioning

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EXISTING PLANT PROPOSED INFRASTRUCTURE


6 PROPOSED INFRASTRUCTURE

6.1 Industrial Area (processing area)

The total plot area of the unit is 10000 m2.

6.2 Residential Area (non-processing area)

No Residential area

6.3 Green belt

10.46% of total plot area will be developed as greenbelt.

6.4 Social Infrastructure

Not applicable

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

Proposed Project Site is located at GIDC- Dahej, Taluka Vagra, and District Bharuch in south Gujarat. Dahej, know a days is well known industrial region and developing very fast, it has also a PCPIR region. Bharuch, is a district Headquarter as well as major Town and proposed site is located at an aerial distance of 35 km towards E direction.

6.5.1 By Road

SH 6 is the main approach road from Bharuch to Project site. It is six lane state highway from Bharuch up to Dahej, lies at an aerial distance of 0.7 km towards S direction. Dahej Village is main center of this industrial region, at an aerial distance of about 3.8 km towards SW direction from site. Vagra is a Taluka HQ village at an aerial distance of about 26.14 km towards NE direction from site. Dahej is well connected to Bharuch by State Transport Buses and Private vehicles.

6.5.2 By Rail

Site is also approachable by railway which connected Bharuch and Dahej via Samni & Vagra. This railway line passing through NW to SW direction from project site. Dahej is nearest railway station at an aerial distance of about 3.8 km towards SW direction from project site. District Head Quarter Bharuch is a Major railway station lies on Mumbai-Vadodara mainline, at an aerial distance of about 38.7 km towards E direction from projects site. Bharuch is well connected with various parts of the country.

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EXISTING PLANT PROPOSED INFRASTRUCTURE


6.5.3 By Air

Nearest domestic airport from proposed project site is located at Vadodara, at an aerial distance of about 91 km towards NE direction. Vadodara is well connected with Mumbai and Delhi with daily multiple flights.

Ahmedabad Airport (Domestic as well as international) is located at about 147.8 km towards N direction from project site. Regular flights to all aver India and abroad are available from here.

6.5.4 By Water

Dahej is a port Village lies on the Bay of Cambay, having a small jetty under maritime board. It is situated 8.6 km towards W direction from project site. There are several other private jetties developed by industries.

6.6 Drinking water management (source & supply of water)

GIDC water facilities will be used.

6.7 Sewage system

Domestic Sewage waters will be disposed in to soak pit.

6.8 Industrial waste management

The wastewater generated from the industrial unit will be disposed in GIDC drain after treatment. The hazardous waste will be transferred to Hazardous waste will be disposed to M/s. Saurastra Enviro Projects Pvt. Ltd. (SEPPL), Kutch.

6.9 Solid waste management

The solid wastes generated from the plant operations will be disposed in nearby Waste Management landfill facility. The unit has membership of M/s. Saurashtra Enviro Projects, Kutch for Integrated Common Hazardous Waste Management Facility.

6.10 Power requirement & supply/ source


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EXISTING PLANT 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 as rehabilitation and resettlement will not be required, since the project lies in Industrial Area, with land acquisition procedures completed by the GIDC.

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EXISTING PLANT 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)

April 2017 - March 2018

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

Rs. 1500 lacs

8.2.1 Fixed Capital

Rs. 1200 lacs

8.2.2 Working Capital

Rs.300 lacs

8.2.3 Revenues

Rs. 3000 lacs

8.2.4 Breakeven Point

Rs. 70 lacs

8.2.5 Profitability

Rs. 300 Lacs

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EXISTING PLANT 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

• The new location will add around 20 on permanent basis and 35 on Contractual basis to its existing rolls plus some contractual employees. It is expected that all central support functions viz. Marketing, Purchase, Human resources, Legal, Finance and Accounting will continue to be handled by the existing staff with minor additions.

• Employment will get generated in market by sales and service for providing products to the industry. Also the increased capacity will increase the raw material consumption as well as the supporting services and will give further business to the vendor industry.

• During construction phase ~100 personnel will be engaged by contractors. • Many people will get indirect benefits due to coming up Industries in local market. • Transporters will be engaged to bring raw materials and supply finished goods.

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

Envi ronment f or Deve lopment

http://www.kadamenviro.com/�

Documents

Prefeasibility Report of Proposed Hydrogenation ...environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/21_Dec... · Prefeasibility Report for Proposed Hydrogenation, Hydrolysis