pre-feasibility report pfr file - welcome to...

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PRE - FEASIBILITY REPORT

FOR

PROPOSED DYES & DYE INTERMEDIATES IN EXISTING

DYE FORMULATION UNIT

OF

M/s. SIDDHI DYES & CHEMICALS

PLOT NO. C-1B-5406, GIDC ESTATE, ANKLESHWAR-393002,

TALUKA: ANKLESHWAR, DISTRICT: BHARUCH, GUJARAT

NABL Accredited Testing Laboratory

ISO 9001:2008 Certified Company

Aqua-Air Environmental Engineers P. Ltd.

403, Centre Point, Nr. Kadiwala School, Ring

Road, Surat - 395002

Prepared By:











Prepared By:

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CONTENTS

Sr.

No.

Description Page No.

1. Executive Summary 3

2. Introduction of the Project/Background information 13

3. Project Description 15

4. Site Analysis 20

5. Planning Brief 21

6. Proposed Infrastructure 22

7. Rehabilitation and resettlement (R & R) Plan 23

8. Project Schedule & Cost Estimates 23

9. Analysis of Proposal (Final Recommendations) 23

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1.0 Executive Summary

1.1 Project Details

M/s. Siddhi Dyes & Chemicals proposes new dyes & Dye intermediates in existing dye

formulation unit at Plot No. C-1B-5406, GIDC Estate, Ankeslwar-393002, District: Bharuch,

Gujarat.

1.1.1 Products along with Production Capacity

S.N. Name of Product CAS No. Existing

Capacity

(MT/Month)

Total after

proposed

expansion

(MT/Month)

1 Standardization of Acid &

Direct Dyes

-- 50 50

2 Acid Yellow-36 587-98-4

3 Acid Orange-7 633-96-5

4 Acid Red-88 1658-56-6

5 Acid Red-18 2611-82-7

6 Acid Yellow-11 6359-82-6

7 Acid Yellow-17 6359-98-4

8 Acid Orange-24 1320-07-6

9 Acid Brown-14 5850-16-8

10 Acid Yellow-42 6375-55-9

11 Acid Blue-113 3351-05-1

12 Direct Violet-51 5489-77-0

13 Direct Red-81 2610-11-9

14 Direct Red-31 5001-72-9

15 Direct Orange-26 3626-36-6

16 Direct Red-23 3441-14-3

17 Direct Brown-1 3811-71-0

18 Acid Red 97 10169-02-5

19 Acid Red 119 12220-20-1

20 Acid Red 3BN 12234-99-0

21 Acid Yellow 110 12220-74-5

22 Acid Blue 113 3351-05-1

23 Naphthol AS 92-77-3

24 Naphthol ASBS 135-65-9

25 Naphthol ASBO 132-68-3

26 Naphthol ASE 92-78-4

27 Naphthol ASD 135-61-5

28 Napthol ASG 91-96-3

29 Fast Brodeaux GP Base 96-96-8

30 2’Amino 2’4’ Di-Chloro DPE 56966-48-4

NIL

35

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31 2’ Chloro 2’ Amino Phenyl Ether 93-67-4

32 O-Methyl O-Amino Phenyl

Ether

90-04-0

Total 50 85

1.2 Raw Material Requirement

Sr. No. Product Name MT/Month

Existing Production Details

Standardization of Acid & Direct Dyes

1 Wet Cake of Acid Dyes & Direct Dyes 40.0

2 Common Salt 25.0

Production Details after proposed expansion

Acid Yellow 36

1 Metanilic Acid 16.8

2 Diphenyl Amine 16.1

3 Soda Ash 13.65

4 Caustic Flakes 8.75

5 NaNO2 6.65

6 Emulsifier 2.1

7 Water 105.0

8 Salt 44.45

Acid Orange 7

1 Sulphanilic Acid 17.5

2 HCl 12.25

3 Beta Napthol 14.7

4 NaNO2 7.0


6 Soda Ash 2.1

7 Water 105.0

8 Salt 30.8

Acid Red 88

1 Napthionic Acid 21.0

2 HCl 16.8

3 Beta Napthol 12.6

4 NaNO2 5.95


6 Soda Ash 1.75

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7 Water 105.0

8 Salt 19.95

Acid Red 18

1 Sodium Napthonate 14.0

2 HCl 11.2

3 G Salt 26.25

4 NaNO2 3.85

5 Soda Ash 11.2

6 Water 91.0

7 Salt 35.0

Acid Yellow 11

1 Aniline 9.8

2 3-Methyl Sulphophenyl Pyrazole 25.9

3 HCl 23.8

4 NaNO2 7.0

5 Soda Ash 14.0

6 Caustic 7.0

7 Water 70.0

8 Salt 28.0

Acid Yellow 17

1 Sulphanilic 14.0

2 Di Chloro PMP 19.6

3 HCl 11.9

4 NaNO2 4.9

5 Soda Ash 17.5

6 Caustic 5.6

7 Water 105.0

8 Salt 21.0

Acid Orange 24

1 Sulphanilic 21.0

2 Resorcinol 13.3

3 HCl 17.5

4 NaNO2 8.4

5 Soda Ash 21.0

6 Sodium Acetate 16.8

7 Water 84.0

8 Salt 14.0

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Acid Brown 14

1 Sodium Napthonate 24.5

2 Resorcinol 16.1

3 HCl 19.6

4 NaNO2 9.8

5 Soda Ash 17.5

6 Water 105.0

7 Salt 14.0

Acid Yellow 42

1 Di Sulpho Benzidine 17.5

2 Pyrazolone 17.85

3 HCl 15.75

4 NaNO2 7.7

5 Caustic Soda 4.2

6 Soda Ash 10.5

7 Water 105.0

8 Salt 31.5

Acid Blue 113

1 Metanilic Acid 9.45

2 Phenyl Peri Acid 16.45

3 Napthyl Amine 8.05

4 HCl 38.5

5 NaNO2 8.05

6 Acetic Acid 5.6

7 Soda Ash 11.9

8 Water 84.0

9 Salt 21.0

Direct Violet 51

1 M-Xylidine-O-Sulphonic acid 9.8

2 Para Cresidine 6.65

3 Phenyl J Acid 14.0

4 HCl 21.0

5 NaNO2 7.0


7 Caustic Soda 4.9

8 Soda Ash 5.6

9 Water 105.0

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10 Salt 14.0

Direct Red 81

1 Para Amino Azo Benzine Sulphonic

Acid

15.4

2 N-Benzoyl J-Acid 17.5

3 HCl 23.8

4 NaNO2 5.6


6 Soda Ash 5.6

7 Water 105.0

8 Salt 28.0

Direct Red 31

1 Aniline 4.55

2 Rohduline Acid 22.75

3 HCl 15.05

4 NaNO2 3.5



7 Soda Ash 10.5

8 Water 105.0

9 Salt 21.0

Direct Orange 26

1 Aniline 4.55

2 J Acid Urea 23.8

3 HCl 14.0

4 NaNO2 3.15

5 Soda Ash 10.5

6 Water 105.0

7 Salt 17.5

Direct Red 23

1 Aniline 4.55

2 J Acid Urea 21.0

3 P-Amino Acetanilide 7.0

4 Sodium Bicarbonate 8.75

5 HCl 14.0

6 NaNO2 3.15

7 Soda Ash 8.75

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9 Caustic 3.15

10 Water 105.0

11 Salt 14.0

Direct Brown 1

1 Ortho Toludine 8.4

2 Salicylic Acid 10.5


4 Gamma Acid 17.5


6 HCl 24.5

7 NaNO2 5.6

8 Soda Ash 10.5

9 Water 105.0

10 Salt 14.0

Acid Red 97

1 BDSA 21.87

2 Caustic Flax 13.12

3 Sodium Nitrate 11.25

4 Salt 25.0

5 Beta Naphthol 10.62

6 Water 93.75

Acid Red 119

1 Metalinic Acid 12.5

2 Soda 11.25

3 Nitrite 3.75

4 Water 37.5

5 HCL 12.5

6 NaNO2 2.5


8 EBMSA 4.0

9 Alpha Nephthyl Amine 4.5

10 Caustic lye 5.5

11 Salt 17.5

Acid Red 3BN

1 H acid 17.5

2 Benzyl Chloride 12.25

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3 Soda Ash 4.0

4 Salt 35.5

5 Water 87.5

6 Ether 9.9

7 NaNo2 3.5

8 HCl 5.25

Acid Yellow 110

1 Sulphanilic Acid 15.16

2 NaNO2 6.12

3 HCl 22.16

4 Water 61.25

5 Salt 20.4

6 2-5, DCSPMP 27.12

7 NaOH 4.0

Acid Blue 113

1 Metalinic Acid 9.8

2 Soda 5.6

3 Soda Ash 6.3

4 HCl 39.2

5 NaNO2 7.7

6 Water 70.0

7 Salt 21.7

8 2-Napthyl Amine 7.7

9 Acitic acid 5.6

10 Phenyl Peri Acid 16.1

Naphthol AS

1 Xylene 140.0

2 Bon Acid 23.8

3 PCI 17.5

4 Aniline 11.9

5 Soda Ash 1.75

6 Water 42.0

Naphthol ASBS

1 Xylene 140.0

2 Bon Acid 20.3

3 NaOH 1.75

4 PCl3 15.0

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5 Urea 1.4

6 M.N.A. 15.0

7 Soda Ash 2.1

8 Water 42.0

Naphthol ASBO

1 Xylene 140.0

2 Bon Acid 19.95

3 NaOH 3.5

4 PCI3 14.7

5 Urea 1.4

6 Alpha Nephthyl Amine 15.4

7 Water 42.0

Naphthol ASE

1 Xylene 140.0

2 Bon Acid 21.0

3 NaOH 3.5

4 PCI 16.45

5 Urea 1.4

6 Para Chloro Aniline 14.35

7 Soda Ash 4.9

8 Water 35.0

Naphthol ASD

1 Xylene 140.0

2 Bon Acid 22.75

3 NaOH 3.5

4 PCI3 16.45

5 Urea 1.4

6 OT Liquid 12.95

7 Soda Ash 4.9

8 Water 35.0

Naphthol ASG

1 Xylene 196.0

2 OT-Base 19.6

3 NaOH 1.05

4 Ammonia 1.05

5 Methyl Ester 23.8

6 Water 77.0

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Fast Brodeaux GP Base

1 Para Anisidine 90.90

2 Acetic Anhydride 77.27

3 DCM 15.45

4 Acetic Acid 81.81

5 Nitric Acid 115.15

6 NaOH 34.24

2’Amino 2’4’ Di-Chloro Di-Phenyl Ether

1 O-Xylene 84.0

2 2,5-DCP 17.5

3 Caustic Potash 17.5

4 ONCB 15.05

5 Fe Powder 52.5

6 Acitic Acid 5.25

7 Soda Ash 6.3

2’ Chloro 2’ Amino Phenyl Ether

1 O-Xylene 72.0

2 Phenol 11.0

3 KOH 7.72

4 2,5- DCNB 18.0

5 Fe Powder 36.0

6 Acitic Acid 3.86

7 Soda Ash 4.1

O-Methyl O-Amino Phenyl Ether

1 O-Xylene 62.82

2 O-Cresol 26.92

3 KOH 16.15

4 ONCB 33.65

5 Fe Powder 33.65

6 Acitic Acid 3.36

7 Soda Ash 3.58

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1.3 Water Requirement, Waste Water Generation and Treatment

Total water requirement will be 12.95 KL/Day; which will be met through GIDC water

supply. Total wastewater generation will be 8.25 KL/Day (Industrial = 6.65 KL/Day +

Domestic = 1.6 KL/Day). Industrial effluent 6.65 KL/Day will be sent to ETP consists of

primary treatment facility to treat the effluent and then treated effluent shall be sent to

CETP of M/s. ETL for the further treatment and final disposal.

Domestic effluent (1.6 KL/Day) will be sent to septic tank & soak pit.

1.4 Air Pollution Source and Control Management

There will be emission from Hot Air Generator & Steam Boiler. Bag Filter will be installed to

control emission from Hot Air generator & Multi Cyclone Separator with Bag filter will be

installed to control emission from Steam Boiler. Two Stage Scrubber (Water + Alkali) will be

installed to control emission from HCl process vent.

1.5 Hazardous Waste Management

QUANTITY SR.

NO.

NAME OF

WASTE

CATEGORY

EXISTING TOTAL

AFTER

PROPOSED

EXPANSION

MODE OF DISPOSAL

1 Discarded

Containers/

Bags/

Liners

33.1 3000

Nos./Year

9000

Nos./Year

Collection, Storage,

Transportation,

Decontamination and

Reuse or sell to GPCB

authorized vendors

2 Used Oil/

Spent Oil

5.1 0.002

KL/Year

0.01

KL/Year


Transportation and

Disposal by Sell to

registered reprocessor

3 ETP Sludge 35.3 NIL 70

MT/Year


Transportation &

Disposal at TSDF site

(M/s. BEIL, Ankleshwar)

4 Iron Sludge -- NIL 720

MT/Year


Transportation & sell to

cement industries

5 Sodium

Acetate

-- NIL 864

MT/Year


Transportation & sell to

end users

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1.6 Green Belt

Total 704 m2

land area is available at site; out of this 100 m2 area is developed as greenbelt

and other forms of greenery. After proposed expansion 235 m2

area (33%) will be

developed as greenbelt and other forms of greenery.

1.7 Power & Fuel Requirements

Power requirement:

Existing:

Power required from DGVCL is 45 HP.

Total after Proposed Expansion:

Power required from DGVCL will be 100 HP.

DG Set (25 KVA) will be kept for emergency power back-up.

Fuel requirement:

Existing:

Fire Wood = 15 MT/Month

Total after Proposed Expansion:

Bio Coal = 30 MT/Month

Diesel = 10 Lit./Day

2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION

2.1 Identification of the project and project proponent. In case of mining project, a copy

of mining lease/letter of intent should be given.

Identification of the project



Gujarat.

Identification of the project proponent

1. Smt. Geetaben Savjibhai Chauhan (Proprietor)

2. Mr. Savjibhai R. Chauhan (Attorney Holder)

2.2 Brief description of nature of the Project



Gujarat.

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2.3 Need for the project and its importance to the country and or region

The demand for products intended to be manufacture is increasing in the country. By this

expansion, M/s. Siddhi Dyes & Chemicals will be able to meet the demand of various

products internationally and locally. This will also generate direct and indirect employment

opportunity for various levels of people.

2.4 Demands-Supply Gap

Based on our informal survey of the market with our current customers and various traders,

we have found that there is a big potential for the range of the products we are planning.

These products will be an addition to the current range of our products.

2.5 Imports vs. Indigenous production

Based on the current cost of indigenous raw materials, it will make us very competitive

against imported finished products and we will be able to export of our finished products.

2.6 Export possibility

We shall export our products.

2.7 Domestic/Export Markets

Majority of the products will be exported and some products will be sold in local market.

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

M/s. Siddhi Dyes & Chemicals will give direct employment to local people based on

qualification and requirement. In addition to direct employment, indirect employment shall

generate ancillary business to some extent for the local population.

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3.0 Project Description

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

No interlinked project has been submitted.

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

project site layout) with coordinates.

• Map showing general location

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• 10 km radius

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• Plot Layout

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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.

Major factors involved in the selection of site are listed below:

• Existing operational facility

• Site is very well connected by road

• Proximity to Raw Material suppliers

• Availability of Common MEE, CETP, TSDF & CHWIF in the estate

• Availability of power evacuation facilities

• Availability of water for industrial use

Modern infrastructure support and amenities at par with industrial estates in other global

markets, including:

� Efficient transport facilities within the industrial estate and to & fro the city area.

� Environment-friendly zone.

� Uninterrupted power supply.

3.4 Size or Magnitude of Operation

Please refer Section-1.1.1, Page No. 3.

3.5 Project Description with process details (a schematic diagram/flow chart showing the

project layout, components of the project, etc. should be given)

Please refer Form-I, Annexure-3.

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

final product/s, mode of transport of raw material and Finished product.

For raw material required along with quantity; Please refer Form-I, Annexure-2. Majority of

the products will be used for international market and some products will be sold in

domestic market.

3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be

briefly outlined.

Every effort will be put for resource optimization/recycling.

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

given.

Water Source

Total water requirement shall be met through GIDC water supply.

Power & Fuel Requirement

Please refer Section-1.7, Page No. 12.

3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their

management/disposal.

Please refer Form-I, Annexure-5 & 6.

3.10 Schematic representations of the feasibility drawing which give information of EIA

purpose.

RECONNAISSANCE SURVEY OF EXISTING PLANT ANNUAL REPORT

MARKET ASSESSMENT

FINANCIAL REPORT

PROJECT REPORT

INTRODUCTION

MONITORING OF AIR, WATER & SOIL QUALITY & NOISE

LEVELS. DATA ON METEOROLOGY SOCIO-ECONOMIC

STATUS & BASIC AMENITIES. SITE VISITS BY AND

INTERVIEWS WITH LOCALS

BASELINE

ENVIRONMENTAL

STATUS

ENVIRONMENTAL INFORMATION CENTRE

CENTRAL GROUND WATER BOARD

GUJARAT POLLUTION CONTROL BOARD (GPCB)

PUBLIC HEALTH ENGINEERING DEPT.

AGRICULTURE DEPARTMENT

FOREST DEPARTMENT

IRRIGATION DEPARTMENT

EMPLOYMENT EXCHANGE

HEALTH CENTER

CENSUS DEPT.

INDIAN METEOROLOGICAL DEPT.

SOCIOECONOMIC

STATUS &

INFRASTRUCTURE

PROPOSED

PLANT

FACILITY DESCRIPTION

IMPACTS

METHODOLOGY OF

IMPACT

ASSESSMENT

IDENTIFICATION & ASSESSMENT OF IMPACTS

EVALUATION OF IMPACTS BY MATRIX METHOD

SOURCE OF INFORMATION OVERVIEW OF

E. I. A. STUDIES

ACTIVITIES

ENVIRONMENTAL

MANAGEMENT PLAN

DESCRIPTION OF EFFLUENT TREATMENT PLAN, AIR

POLLUTION CONTROL, HAZARDOUS WASTE MANAGEMENT,

GREEN BELT DEVELOPMENT MONITORING PROGRAM

RISK ANALYSIS

STUDIES &

DISASTER

MANAGEMENT PLAN

SAFETY, HEALTH & ENVIRONMENTAL POLICY, GUIDELINES BY

DIRECTOR GENERAL OF FACTORY SAFETY, MINISTRY OF LABOR. CONSEQUENCE ANALYSIS

PREPARATION OF DISASTER MANAGEMENT PLAN

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4.0 Site Analysis

4.1 Connectivity

• Site is very well connected by road & rail

• Availability of power evacuation facilities

• Availability of water for industrial use

4.2 Land Form, Land Use and Land Ownership

It will be incorporated in EIA Studies.

4.3 Topography (along with map)

We will incorporate topography in EIA Studies.

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, eco sensitive areas, water bodies (distance from

HFL of the river), CRZ. In case of the notified industrial area, a copy of the Gazette

notification should be given.


4.5 Existing Infrastructure

Existing Infrastructures facilities are listed below:

Site is very well connected by road

Proximity to Raw Material suppliers

Availability of power evacuation facilities

4.6 Soil Classification


4.7 Climatic data from secondary sources.

Primary source: our own weather station & Secondary Sources: Indian Meteorological

Department, Ahmedabad.

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4.8 Social infrastructure available.

Depending on the growth of the company the required social infrastructure will be

provided.

5.0 Planning Brief

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

planning/Development authority classification.

Type of Industry: M/s. Siddhi Dyes & Chemicals proposes new dyes & Dye intermediates in

existing dye formulation unit at Plot No. C-1B-5406, GIDC Estate, Ankeslwar-393002,

District: Bharuch, Gujarat.

5.2 Population Projection

It will be incorporated in the EIA Study.

5.3 Land use planning (breakup along with green belt, etc.)

Total 704 m2

land area is available at site; out of this 100 m2 area is developed as greenbelt

and other forms of greenery. After proposed expansion 235 m2

area (33%) will be

developed as greenbelt and other forms of greenery.

5.4 Assessment of Infrastructure Demand (Physical & Social)

• Employment would be as per prevailing norms of state government for skilled and

unskilled people for the proposed expansion project activity.

• Social Welfare

• Cordial relation with the industry shall be established and representation shall be made

to villagers for help for creation of facilities related to health, education, etc.

5.5 Amenities/Facilities


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6.0 Proposed Infrastructure

Proposed Expansion is within the existing premises in Ankleshwar, GIDC.

6.1 Green Belt

M/s. Siddhi Dyes & Chemicals shall develop 235 m2 (33%) area of green belt within the

factory and on periphery of the factory.

6.2 Social Infrastructure

Depending on the growth of the company the required social infrastructure will be

provided.

6.3 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways, etc.)

Site is very well connected by road & railway.

6.4 Drinking water Management (Source & Supply of water)

Total water requirement shall be met through GIDC water supply.

6.5 Sewerage System

Sewage pipes are laid in entire company for the removal and disposal of mainly non-

harmful liquid wastes from the offices, canteen and domestic waste coming from different

sections of the industry. These liquid wastes are sent to septic tank & soak pit.

6.6 Solid Waste Management

Please refer Form-I, Annexure-6.

6.7 Power Requirement & Supply/Source

Please refer Section 1.7, Page No. 7.

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7.0 Rehabilitation and Resettlement (R & R) Plan

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

oustees, land oustees and landless laborers (a brief outline to be given)

There is no habitation on the proposed expansion project activity area and it is open

industrial land which is purchased from GIDC for development of factory, so R & R policy is

not applicable to this project.

There shall not be displacement of any population in project area. Any major activity that

may lead to resettlement of the people is considered as permanent impact. Hence, there is

no permanent impact on this account. The increasing industrial activity will boost the

commercial and economical status of the locality up to some extent.

8. Project Schedule & Cost Estimates

8.1 Likely date of start of construction and likely date of completion (Time schedule for

the project to be given).

All activities related to expansion shall be started soon after getting Environmental

Clearance.

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

project.

Total costs of the project will Rs. 80 Lakhs. Capital cost of air & water pollution control

system and environmental monitoring equipments will be Rs. 15 Lakhs. Recurring cost of

EMS will be Rs. 10 Lakhs per annum.

9. Analysis of Proposal (Final Recommendations)

9.1 Financial and social benefits with special emphasis on the benefit to be local people

including tribal population, if any, in the area.

• Employment would be as per prevailing norms of state government for skilled and

unskilled people for the proposed expansion project.

• Social Welfare shall be done.

• Cordial relation with the industry shall be established and representation shall be made

to villagers for help for creation of facilities related to health, education, etc.

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