PRE - FEASIBILITY REPORT. M/s. JAY KHODIYAR INDUSTRIES PLOT NO. 3025, PHASE-III, GIDC, PANOLI , DIST: BHARUCH (GUJ.)

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1 PRE - FEASIBILITY REPORT for PROPOSED SPECIALTY CHEMICALS, BULK DRUGS & BULK DRUG INTERMEDIATES IN EXISTING INORGANIC PRODUCTS UNIT M/s. JAY KHODIYAR INDUSTRIES PLOT NO. 3025, PHASE-III, GIDC, PANOLI , DIST: BHARUCH (GUJ.) Prepared By: NABL Accredited Testing Laboratory ISO 9001:2008 Certified Company Aqua-Air Environmental Engineers P. Ltd. 403, Centre Point, Nr. Kadiwala School, Ring Road, Surat

2 CONTENTS Sr. No. Description Page No. 1. Executive Summary 3 2. Introduction the Project/Background information Project Description Site Analysis Planning Brief Proposed Infrastructure Rehabilitation and resettlement (R & R) Plan Project Schedule & Cost Estimates Analysis Proposal (Final Recommendations) 35 2

3 1.0 Executive Summary 1.1 Project Details M/s. Jay Khodiyar Industries proposes Specialty Chemicals, Bulk Drugs & Bulk Drug Intermediates in existing Inorganic products unit at Plot No. 3025, Phase III, GIDC, Panoli , Dist: Bharuch (Guj.). Sr. No Products along with Production Capacity Name Product Product CAS Nos. Inorganic Products (Existing) 1 Potassium Sulphate Copper Sulphate Sodium Nitrate Ferrous Sulphate Additional Proposed Group A 5 BENZYLTRIMETHYL AMMONIUM CHLORIDE / BENZYLTRIMETHYLAMMONIUM CHLORIDE SOLUTION 6 DIALLYLDIMETHYL AMMONIUM CHLORIDE ,3-DIDODECYL-2-METHYLIMIDAZOLIUM CHLORIDE BENZYLTRIPHENYL PHOSPHONIUM CHLORIDE CETYLTRIMETHYL AMMONIUM BROMIDE CETYLTRIMETHYL AMMONIUM CHLORIDE / CETYL TRIMETHYL AMMONIUM CHLORIDE SOLUTION OR CETRIMONIUM CHLORIDE OR COPOLY TCPC CAT / HEXADECYL TRIMETHYL AMMONIUM CHLORIDE ETHYLTRIPHENYL PHOSPHONIUM BROMIDE LAURYL PYRIDINIUM CHLORIDE / DODECYL PYRIDINIUM CHLORIDE METHOXY METHYLTRIPHENYL PHOSPHONIUM CHLORIDE METHYLTRIBUTYL AMMONIUM CHLORIDE 75% METHYLTRIOCTYL AMMONIUM CHLORIDE 85% / 90% / 95% METHYLTRIPHENYL PHOSPHONIUM BROMIDE PHENYLTRIMETHYL AMMONIUM CHLORIDE TETRABUTYL AMMONIUM ACETATE / TETRABUTYL AMMONIUM ACETATE SOLUTION TETRABUTYLAMMONIUM BROMIDE / TETRABUTYLAMMONIUM BROMIDE SOLUTION TETRABUTYL AMMONIUM CHLORIDE / TETRABUTYL AMMONIUM CHLORIDE SOLUTION Production Capacity (MT/Month) Existing Total After Proposed Expansion

4 21 TETRABUTYLAMMONIUM FLUORIDE TRIYDRATE TETRABUTYLAMMONIUM HYDROGEN SULPHATE TETRABUTYLAMMONIUM IODIDE TRIETHYL METHYL AMMONIUM CHLORIDE TETRAMETHYL AMMONIUM HYDROXIDE PENTAHYDRATE TETRAOCTYL AMMONIUM BROMIDE TETRAPROPYL AMMONIUM BROMIDE / TETRAPROPYL AMMONIUM BROMIDE SOLUTION TETRAETHYL AMMONIUM BROMIDE / TETRAETHYL AMMONIUM BROMIDE SOLUTION TRIETHYLBENZYL AMMONIUM CHLORIDE / TRIETHYLBENZYL AMMONIUM CHLORIDE SOLUTION 30 TRIMETHYLSULPHONIUM BROMIDE TRIMETHYL BENZYL AMMONIUM DICHLOROIODIE BENZYL TRIBUTYL AMMONIUM BROMIDE BENZYL TRIBUTYL AMMONIUM CHLORIDE TETRA PHENYL PHOSPHONIUM BROMIDE TETRAMETHYL AMMONIUM CHLORIDE TRIETHYL BUTYL AMMONIUM BROMIDE ETHYLTRIPHENYL PHOSPHONIUM CHLORIDE ETHYLTRIPHENYL PHOSPHONIUM IODIDE BUTYL TRIPHENYL PHOSPHONIUM BROMIDE BUTYL TRIPHENYL PHOSPHONIUM CHLORIDE ETHYL TRIPHENYL PHOSPHONIUM ACID ACETATE / ETHYL TRIPHENYL PHOSPHONIUM ACID ACETATE SOLUTION 42 TRIMETHYLSULPHONIUM IODIDE TETRABUTYL AMMONIUM CHLORIDE MONOHYDRATE METHYL TRIALKYL(C8,C10) AMMONIUM CHLORIDE 80% / 90% OR TCPC-CAT MYRISTYL DIMETHYL BENZYL AMMONIUM CHLORIDE TRIETHYL METHYL AMMONIUM BROMIDE TETRAETHYLAMMONIUM CHLORIDE (3-CHLORO-2-HYDROXYPROPYL) DODECYL DIMETHYL AMMONIUM CHLORIDE SOLUTION (3-CHLORO-2-HYDROXYPROPYL) LAURYL DIMETHYL AMMONIUM CHLORIDE SOLUTION 50 TETRABUTYL AMMONIUM NITRATE TETRABUTYL AMMONIUM NITRITE (3-CHLORO-2-HYDROXYPROPYL) TRIMETHYL AMMONIUM CHLORIDE TETRABUTYL AMMONIUM HYDROXIDE OR CATALYST TQ4H DODECYL TRIMETHYL AMMONIUM CHLORIDE / LAURYL TRIMETHYL AMMONIUM CHLORIDE DODECYL TRIMETHYL AMMONIUM BROMIDE / LAURYL TRIMETHYL AMMONIUM BROMIDE 56 TETRADECYL TRIMETHYL AMMONIUM BROMIDE CETRIMIDE

5 58 CETRIMIDE STRONG SOLUTION 40% CETYL PYRIDINIUM CHLORIDE BENZALKONIUM CHLORIDE 50% /80% Group-B Chloro Benzhydryl Chloride Chloro Benzhydryl Piperazine Cetirizine Base N-Butyl Bromide Bromo Phenol P-Chloro Benzophenone Total LIST OF BY PRODUCTS SR. NO. NAME OF BY PRODUCT QTY (MT/Month) 1 RECOVERED SOLVENTS 55 2 SODIUM BROMIDE 3 POTASSIUM BROMIDE 4 POTASSIUM CHLORIDE 5 HYDROGEN BROMIDE 6 SODIUM CHLORIDE SODIUM SULPHATE DIL. SULPHURIC ACID % HCl

6 1.2 Raw Material Requirement LIST OF RAW MATERIAL (EXISTING) SR. NO. PRODUCT WISE RAW MATERIALS QUANTITY (MT/MT) 1. Copper Sulphate Copper Oxide 0.50 Sulfuric Acid Potassium Sulphate Potassium Hydroxide (85%) 0.72 Sulfuric Acid Sodium Nitrate Sodium Hydroxide 0.48 Nitric Acid (45%) Ferrous Sulphate MS Scrap 0.47 Sulfuric Acid LIST OF RAW MATERIAL (ADDITIONAL PROPOSED) Sr. No. Raw Material Quantity (MT/MT) 6. Diallyl Dimethyl Ammonium Chloride DI Methylamine Allyl Chloride Sodium Hydroxide Charcoal ,3-DIDODECYL-2-METHYL IMIDAZOLIUM CHLORIDE 2-Methyl Imidazole Lauryl Chloride Acetone Sodium Hydroxide BENZYL TRIPHENYL PHOSPHONIUM CHLORIDE / BENZYL TRIPHENYL PHOSPHONIUM CHLORIDE SOLUTION TRI PHENYL PHOSPHINE BENZYL CHLORIDE TOLUENE CETYL TRIMETHYL AMMONIUM BROMIDE CETYL DIMETHYLAMINE DIMETHYL SULPHATE SODIUM BROMIDE 40% ETHYL ACETATE ISO PROPANOL SODIUM HYDROXIDE CETYLTRIMETHYL AMMONIUM CHLORIDE / CETYL TRIMETHYL AMMONIUM CHLORIDE SOLUTION OR CETRIMONIUM CHLORIDE OR COPOLY TCPC CAT / HEXADECYL TRIMETHYL AMMONIUM CHLORIDE CETYL DIMETHYLAMINE METHYL CHLORIDE ISO PROPANOL EPITOL WATER ETHYL TRIPHENYL PHOSPHONIUM BROMIDE TRI PHENYL PHOSPHINE

7 ETHYL BROMIDE ACETONITRILE LAURYL PYRIDINIUM CHLORIDE / DODECYL PYRIDINIUM CHLORIDE PYRIDINE LAURYL CHLORIDE ACETONE METHOXYMETHYL TRIPHENYL PHOSPHONIUM CHLORIDE TRI PHENYL PHOSPHINE METHYLAL TOLUENE ACETONE ISO PROPANOL ACETYL CHLORIDE ACETIC ANHYDRIDE METHYL TRI BUTYL AMMONIUM CHLORIDE.75% SOLUTION TRI BUTYLAMINE METHYL CHLORIDE ACETONITRILE CHARCOAL WATER METHYL TRI OCTYL AMMONIUM CHLORIDE. 85% / 90% / 95% TRI OCTYLAMINE METHYL CHLORIDE ISO PROPANOL GLYCERINE OCTYL ALCOHOL SODA ASH ACETONITRILE METHYL TRIPHENYL PHOSPHONIUM BROMIDE TRI PHENYL PHOSPHINE DIMETHYL SULPHATE SODIUM BROMIDE 40% SOLUTION TOLUENE SODIUM HYDROXIDE PHENYL TRIMETHYL AMMONIUM CHLORIDE N, N-DIMETHYL ANILINE METHYL CHLORIDE MIX XYLENE METHANOL SODIUM HYDROSULPHIDE TETRA BUTYL AMMONIUM ACETATE / TETRA BUTYL AMMONIUM ACETATE SOLUTION TETRA BUTYL AMMONIUM HYDROXIDE (40) ACETIC ACID TETRA BUTYL AMMONIUM BROMIDE / TETRA BUTYL AMMONIUM BROMIDE SOLUTION TRI n-butylamine BUTYL BROMIDE ACETONITRILE ETHYL ACETATE TETRA BUTYL AMMONIUM CHLORIDE / TETRA BUTYL AMMONIUM CHLORIDE SOLUTION TETRA BUTYL AMMONIUM BROMIDE

8 POTASSIUM HYDROXIDE TOLUENE HYDROCHLORIC ACID (35%) METHANOL TETRA BUTYL AMMONIUM FLUORIDE TRIHYDRATE TETRA BUTYL AMMONIUM BROMIDE POTASSIUM HYDROXIDE METHANOL HYDROFLORIC ACID (50%) CHARCOAL TETRA BUTYL AMMONIUM HYDROGEN SULPHATE TETRA BUTYL AMMONIUM BROMIDE BUTANOL SULPHURIC ACID SODIUM HYDROGEN SULPHATE SODA ASH METHYL ETHYL KETONE 0.04 METHYL ISOBUTYL KETONE 0.04 METHYLENE DICHLORIDE TETRA BUTYL AMMONIUM IODIDE TETRA BUTYL AMMONIUM BROMIDE POTASSIUM IODIDE ETHYL ACETATE METHANOL SULPHURIC ACID SODIUM HYDROXIDE TETRA METHYL AMMONIUM CHLORIDE TRI METHYLAMINE METHYL CHLORIDE ISO PROPANOL TETRA METHYL AMMONIUM HYDROXIDE PENTAHYDRATE TETRA METHYL AMMONIUM HYDROXIDE 25% TETRA OCTYL AMMONIUM BROMIDE TRI OCTYLAMINE OCTYL BROMIDE ACETONITRILE ETHYL ACETATE SODA ASH ISO PROPANOL TETRA PROPYL AMMONIUM BROMIDE / TETRA PROPYL AMMONIUM BROMIDE SOLUTION TRI n-propylamine PROPYL BROMIDE 0.46 ACETONITRILE 0.39 ETHYL ACETATE TETRA ETHYL AMMONIUM BROMIDE / TETRA ETHYL AMMONIUM BROMIDE SOLUTION TRI ETHYLAMINE ETHYL BROMIDE TOLUENE ISO PROPANOL TRIETHYL BENZYL AMMONIUM CHLORIDE / TRIETHYL BENZYL AMMONIUM CHLORIDE SOLUTION 8

9 TRI ETHYLAMINE 0.44 BENZYL CHLORIDE TOLUENE ISO PROPANOL DIMETHYLFORMAMIDE CAUSTIC SODA METHANOL TRIMETHYL SULPHONIUM BROMIDE DIMETHYL SULPHIDE 0.5 DIMETHYL SULPHATE 1.0 SODIUM BROMIDE 40% 2.0 ACETONE 1.0 SODIUM HYDROXIDE BENZYL TRIMETHYL AMMONIUM DICHORO IODIDE TRI METHYLAMINE 0.16 BENZYL CHLORIDE 0.36 TOLUENE 0.25 ISO PROPANOL 0.08 IODINE MONOCHLORIDE 0.5 ETHYL ACETATE TRI BUTYL BENZYL AMMONIUM BROMIDE TRIBUTYL BENZYL AMMONIUM CHLORIDE 1.0 POTASSIUM HYDROXIDE METHANOL 2.0 HYDROBROMIC ACID (48%) TOLUENE BUTYL TRIPHENYL PHOSPHONIUM CHLORIDE TRI PHENYL PHOSPHINE 0.75 BUTYL CHLORIDE 0.25 TOLUENE TETRA PHENYL PHOSPHONIUM BROMIDE TRI PHENYL PHOSPHINE 0.67 BROMO BENZENE 0.33 ETHYL CELLOSOLVE TRIETHYL METHYL AMMONIUM CHLORIDE TRI ETHYLAMINE 0.67 METHYL CHLORIDE 0.33 ACETONITRILE TRIETHYL BUTYL AMMONIUM BROMIDE TRI ETHYLAMINE 0.43 BUTYL BROMIDE 0.57 METHYL ETHYL KETONE ETHYLTRIPHENYL PHOSPHONIUM CHLORIDE TRI PHENYL PHOSPHINE 0.82 ETHYL CHLORIDE 0.2 ACETONITRILE ETHYL TRIPHENYL PHOSPHONIUM IODIDE TRI PHENYL PHOSPHINE 0.8 ETHYL IODIDE 0.3 ACETONITRILE 2.0 9

10 39. BUTYLTRIPHENYL PHOSPHONIUM BROMIDE TRI PHENYL PHOSPHINE 0.67 BUTYL BROMIDE 0.35 DI METHYL FORMAMIDE BUTYLTRIPHENYL PHOSPHONIUM CHLORIDE TRI PHENYL PHOSPHINE 0.75 BUTYL BROMIDE 0.26 DI METHYL FORMAMIDE ETHYL TRIPHENYL PHOSPHONIUM ACID ACETATE OR ETHYL TRIPHENYL PHOSPHONIUM ACID ACETATE SOLUTION ETHYL TRIPHENYL PHOSPHONIUM BROMIDE 1.16 GL.ACETIC ACID 0.19 ACETONITRILE 2.31 AMMONIA TRIMETHYL SULPHONIUM IODIDE DIMETHYL SULPHIDE 0.34 METHYL IODIDE 0.76 ACETONE TETRABUTYL AMMONIUM CHLORIDE MONOHYDRATE TETRA BUTYL AMMONIUM HYDROXIDE 0.88 HYDROCHLORIC ACID METHYL TRIALKYL (C8, C10) AMMONIUM CHLORIDE AL AMINE 0.92 METHYL CHLORIDE 0.13 ISOPROPYL ALCOHOL MYRISTYAL DIMETHYL BENZYL AMMONIUM CHLORIDE TRI METHYL AMINE 0.67 DI METHYL CARBONATE 0.35 ETHYL ACETATE TRI ETHYL METHYL AMMONIUM BROMIDE TRI ETHYL AMINE 0.53 METHYL BROMIDE 0.49 METHANOL TETRA ETHYL AMMONIUM CHLORIDE TRI ETHYLAMINE 0.65 ETHYL CHLORIDE 0.40 ACETONITRILE (3-CHLORO-2-HYDROXYPROPYL) DODECYL DIMETHYL AMMONIUM CHLORIDE N,N-DI METHYL DODECYL AMINE 0.63 WATER 1.27 EPICHLOROHYDRINE 0.27 HYDROCHLORIC ACID (3-CHLORO-2-HYDROXYPROPYL) LAURYL DIMETHYL AMMONIUM CHLORIDE N,N-DI METHYL DODECYL AMINE 0.63 WATER 1.27 EPICHLOROHYDRINE 0.27 HYDROCHLORIC ACID TETRABUTYL AMMONIUM NITRATE TRIETHYL AMINE 0.4 ACETONE

11 ETHYL IODIDE TETRABUTYL AMMONIUM NITRITE TETRA BUTYL AMMONIUM HYDROXIDE 1.0 NITRIC ACID CHLORO-2-HYDROXYPROPYL TRI METHYL AMMONIUM CHORIDE TRIMETHYL AMINE 0.32 WATER 0.62 EPICHLOROHYDRINE 0.49 HYDROCHLORIC ACID 0.19 ETHYL ACETATE Tetra Butyl Ammonium Hydroxide or Catalyst TQ4H Tri n-butylamine Butyl Bromide Acetonitrile Ethyl Acetate Caustic Potash Methanol Carbon Dioxide Water Acetonitrile Ammonium hydroxide DODECYL TRIMETHYL AMMONIUM CHLORIDE / LAURYL TRIMETHYL AMMONIUM CHLORIDE DODECYL DIMETHYLAMINE METHYL CHLORIDE ACETONE DODECYL TRIMETHYL AMMONIUM BROMIDE / LAURYL TRIMETHYL AMMONIUM BROMIDE DODECYL DIMETHYLAMINE METHYL BROMIDE ACETONE TETRADECYL TRIMETHYL AMMONIUM BROMIDE DODECYL METHYL AMINE 0.68 METHYL BROMIDE 0.29 ISOPROPYL ALCOHOL CETRIMIDE MYRISTYL DIMETHYLAMINE 0.83 DIMETHYL SULPHATE 0.5 SODIUM BROMIDE 40% 1.00 ISO PROPANOL 0.08 ETHYL ACETATE 0.42 SODIUM HYDROXIDE CETRIMIDE STRONG SOLUTION 40% MYRISTYL DIMETHYLAMINE 0.17 LAURYL DIMETHYLAMINE 0.17 DIMETHYL SULPHATE 0.25 SODIUM BROMIDE 40% 0.5 ISO PROPANOL 0.08 EPITOL 0.08 ETHANOL 0.08 WATER 0.67 SODIUM HYDROXIDE

12 59. CETYL PYRIDINIUM CHLORIDE PYRIDINE 0.4 CETYL CHLORIDE 0.72 ACETONE 1.2 WATER BENZALKONIUM CHLORIDE.50% & 80% MYRISTYL DIMETHYLAMINE 0.17 LAURYL DIMETHYLAMINE 0.17 BENZYL CHLORIDE 0.25 WATER Chloro Benzhydryl Chloride Sodium Boro hydride 0.02 PCBP 0.26 HCl Chloro Benzhydryl Piperazine Sodium Boro hydride 0.07 PCBP 0.91 HCl 3.00 Piperazine 0.36 NaOH Cetrizine Base Methanol 0.13 Sodium Boro hydride 0.01 PCBP 0.16 HCl 3.00 Piperazine 0.06 NaOH 0.12 Toluene CE 0.15 TEA MDC 0.86 KOH 0.04 SMCA 0.09 DMF 0.01 Acetone N-Butyl Bromide n-butanol 0.6 Liquid Bromine Sulphur as Catalyst Bromo Phenol Phenol 0.54 Bromine 0.92 MDC P-Chloro Benzophenone Benzoyl Chloride Chlorobenzene Water 2.24 Aluminium Chloride

13 1.3 Water Requirement, Waste Water Generation and Treatment Total water requirement will be 6 KL/Day which will be met through GIDC water supply. Total wastewater generation will be 3.66 KL/Day. The neutralized low COD effluent (1.66 KL/Day) after primary treatment will be sent to the CETP M/s PETL, Panoli for the further treatment and final disposal. The neutralized high COD effluent (1 KL/Day) after primary treatment will be sent to the Common Spray Dryer M/s PETL, Panoli for the further treatment and final disposal. Domestic effluent (1 KL/Day) will be sent to septic tank & soak pit. 1.4 Air Pollution Source and Control Management There will be emission from Boiler, Process Vents (2 Nos.) & DG Set (1 No.). Adequate air pollution control equipments i.e. Stack Height shall be provided & Two Stage Scrubbers shall be installed to prevent air pollution. Sr. No 1.5 Hazardous Waste Type Waste Category Generation Existing Total Proposed 1. ETP Sludge MT/Month 2. Used Oil Lit/Month 3. Spent Carbon MT/Month 4. Discarded Containers /Barrels/Liners MT/Month Bags MT/Month MT/Month 5. Distillation Residue MT/Month Mode Treatment & Disposal Collection, Storage, Transportation & Sent to TSDF site M/s. PSWML, Panoli or M/s. BEIL, Ankleshwar 15 Lit/Month Collection, Storage, Transportation & Sale to registered re-processor or used for lubrication within premises 1.5 MT/Month Collection, Storage, Transportation & co-processing in cement industries or Send to M/s. BEIL, Ankleshwar for incineration Collection, Storage, Transportation, Decontamination & sold to registered vendor Collection, Storage, Transportation & Sent to Common Incineration M/s. BEIL, Ankleshwar or for Co- Processing in Cement Industries 13

14 6. Spent Catalyst MT/Month Off Specification MT/Month Products Recovered Solvents MT/Month 9. Sodium Bromide MT/Month 10. Potassium Bromide - - Collection, Storage, Transportation & Sell to regenerator Collection, Storage, Transportation & send for co-processing or incineration in CHWIF Collection, Storage, Transportation & Sell to end user Collection, Storage & Sold to reprocessors or end users 11. Potassium Chloride Sodium Chloride MT/Month 13. Sodium Sulphate MT/Month 14. Dil. Sulphuric Acid MT/Month % HCl MT/Month 1.6 Green Belt Total 1,500 m 2 land area is available at site; out this 150 m 2 (i.e. 10 % total area) will be developed as greenbelt and other forms greenery. 1.7 Power & Fuel Requirements Power requirement will be 50 HP (Existing) + 80 HP (Additional Proposed) = 130 HP which will be taken from DGVCL. 1 No. 62 KVA DG Set will be kept for emergency power back up. Fuel: Natural Gas: 600 Sm 3 /Month, LDO: 250 Lit/day 14

15 2.0 INTRODUCTION OF THE PROJECT/BACKGROUND INFORMATION 2.1 Identification the project and project proponent. In case mining project, a copy mining lease/letter intent should be given. Identification the project M/s. Jay Khodiyar Industries proposes Specialty Chemicals, Bulk Drugs & Bulk Drug Intermediates in existing inorganic products unit at Plot No. 3025, Phase III, GIDC, Panoli , Dist: Bharuch (Guj.) Identification the project proponent Sr. Name the Parners No 1 Mr. Hareshkumar H. Gajera 2 Smt. Ashaben H. Gajera 2.2 Brief description nature the Project M/s. Jay Khodiyar Industries proposes Specialty Chemicals, Bulk Drugs & Bulk Drug Intermediates unit at Plot No. 3025, Phase III, GIDC, Panoli , Dist: Bharuch (Guj.) 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 project, Jay Khodiyar Industries will be able to meet the demand various products internationally and locally. This will also generate direct and indirect employment opportunity for various levels people. 2.4 Demands-Supply Gap Based on our informal survey the market with our current customers and various traders, we have found that there is a big potential for the range the products we are planning. These products will be an addition to the current range our products. 15

16 2.5 Imports vs. Indigenous production Based on the current cost indigenous raw materials, it will make us very competitive against imported finished products and we will be able to increase the export our finished products. 2.6 Export possibility We shall export our products. 2.7 Domestic/Export Markets Majority 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. Jay Khodiyar Industries will give direct employment to 15 nos. 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. 16

17 3.0 Project Description 3.1 Type Project including interlinked and interdependent projects, if any. No interlinked project has been submitted. Location (map showing general location, specific location and project boundary & project site layout) with coordinates. Map showing general location PROJECT SITE 17

18 Specific location and project boundary 18

19 Plot Layout 19

20 3.3 Details alternate sites considered and the basis selecting the proposed site, particularly the environmental considerations gone into should be highlighted. Looking to the market demand the products in local & International markets, it was decided by Jay Khodiyar Industries to expand the existing facility. Over and above major raw material suppliers are available in this region and considering existing operational unit in Panoli GIDC, it was finally decided to expand the existing facility. Major factors involved in the selection site are listed below: Site situated in Notified Industrial Estate. Site is well connected by road & Rail Proximity to raw material suppliers Availability power and cleaner fuel - natural gas. Availability water from GIDC water supply Availability effluent discharge pipeline to deep Sea through NCTL (BEAIL) pipe line via PETL, Panoli Availability common TSDF and common incineration sites in nearby area. Availability skilled workmen Proximity to cities like Bharuch and Ankleshwar, ensure access to already existing social and commercial infrastructure. Modern infrastructure support and amenities at par in other global markets, including: Efficient transport facilities. Environment-friendly zone. Uninterrupted power supply. 3.4 Size or Magnitude Operation Please refer Section

21 3.5 Project Description with process details (a schematic diagram/flow chart showing the project layout, components the project, etc. should be given) Please refer Form-I, Annexure-III. 3.6 Raw Material required along with estimated quantity, likely source, marketing area final product/s, mode transport raw material and Finished product. For raw material required along with quantity; Please refer Form-I, Annexure-I. Majority the products will be used for local market and some products will be sold in international market. 3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be briefly outlined. Every effort will be put to recycle/reuse the water. 3.8 Availability water its source, energy/power requirement and source should be given. Water Source Total water requirement shall met through GIDC water supply. Power & Fuel Requirement Power requirement will be 50 HP (Existing) + 80 HP (Additional Proposed) = 130 HP which will be taken from DGVCL. 1 No. 62 KVA DG Set will be kept for emergency power back up. Fuel: Natural Gas: 600 Sm 3 /Month, LDO: 250 Lit/day 3.9 Quantity wastes to be generated (liquid and solid) and scheme for their management/disposal. Please refer Form-I, Annexure-V. 21

22 3.10 Schematic representations the feasibility drawing which give information EIA purpose. ACTIVITIES OVERVIEW OF E. I. A. STUDIES SOURCE OF INFORMATION RECONNAISSANCE SURVEY OF EXISTING PLANT MONITORING OF AIR, WATER & SOIL QUALITY & NOISE LEVELS. DATA ON METEOROLOGY SOCIO-ECONOMIC STATUS & BASIC AMENITIES. SITE VISITS BY AND INTERVIEWS WITH LOCALS INTRODUCTION BASELINE ENVIRONMENTAL STATUS SOCIOECONOMIC STATUS & INFRASTRUCTURE PROPOSED PLANT ANNUAL REPORT MARKET ASSESSMENT FINANCIAL REPORT PROJECT REPORT 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. IDENTIFICATION & ASSESSMENT OF IMPACTS EVALUATION OF IMPACTS BY MATRIX METHOD DESCRIPTION OF EFFLUENT TREATMENT PLAN, AIR POLLUTION CONTROL, HAZARDOUS WASTE MANAGEMENT, GREEN BELT DEVELOPMENT MONITORING PROGRAM IMPACTS METHODOLOGY OF IMPACT ASSESSMENT ENVIRONMENTAL MANAGEMENT PLAN FACILITY DESCRIPTION CONSEQUENCE ANALYSIS PREPARATION OF DISASTER MANAGEMENT PLAN RISK ANALYSIS STUDIES & DISASTER MANAGEMENT PLAN SAFETY, HEALTH & ENVIRONMENTAL POLICY, GUIDELINES BY DIRECTOR GENERAL OF FACTORY SAFETY, MINISTRY OF LABOR. 4.0 Site Analysis 4.1 Connectivity Site situated in Notified Industrial Estate. Site is well connected by road & Rail Proximity to raw material suppliers Availability power and cleaner fuel - natural gas. Availability water from GIDC water supply Availability effluent discharge pipeline to deep Sea through NCTL (BEAIL) pipe line via PETL, Panoli Availability common TSDF and common incineration sites in nearby area. Availability skilled workmen Proximity to cities like Bharuch and Ankleshwar, ensure access to already existing social and commercial infrastructure. 22

23 4.2 Land Form, Land Use and Land Ownership 4.3 Existing land use pattern (agriculture, non-agriculture, forest, water bodies (including area under CRZ)), shortest distances from the periphery the project to periphery the forests, national park, wild life sanctuary, eco sensitive areas, water bodies (distance from HFL the river), CRZ. In case the notified industrial area, a copy the Gazette notification should be given. (Source: Environmental Information Center, New Delhi) 23

24 AREAS UNDER DIFFERENT LANDUSE SR. NO. LANDUSE AREA WITHIN 10 KM PERCENTAGE OF CLASSIFICATION OF PROJECT LOCATION TOTAL AREA 1 Agriculture Fallow Land Habitation, Settlement Marshy Land Miscellaneous Land Degraded Vegetation Water Open & Barren Land River Total (Source: Environmental Information Center, New Delhi) 4.4 Existing Infrastructure The proposed expansion is within the existing premises located in G.I.D.C., Panoli, Dist - Bharuch, which is a well developed designated Industrial Area. Total Plot Area = 1,500 m 2 Green Belt = 150 m 2 24

25 4.5 Soil Classification Soil Characteristics under Project Area are as below Table; Mappi ng Catego ry Area in (Sq km) Description B Very deep, moderately well drained, fine soils on very gently sloping basalic interfluves with slight erosion; associated with deep well drained, calareous fine soils with slight erosion C 0.12 Very deep, moderately well drained, fine soils on very gently sloping basaltic interfluves with moderate erosion; associated with very deep, well drained, fine soils with moderate erosion Taxono my1 Fine, montrm orilloniti c, hyperth ermic Typic Chromu sterts Fine, montmo rillonitic, hyperth ermic Typic Chromu sters Taxonom y2 Fine, montmori llonitic (calcareou s) hyperther mic Vertic Ustochrep ts Fine, montmori llonitic, hyperther mic Vertic Ustochrep ts Class west coast (soils Gujara t plain) west coast (soils Gujara t plain) Sub_C lass interfl uves interfl uves Soil Unit (Order) Vertisol / Inceptis ol Vertisol / Inceptis ol Physiog raphy Very Gently sloping Very Gently sloping Dept h Very Deep- Deep Very Deep Erosi on Slight Mode rate Drain age Mod. Well Mod. Well Surfa ce Textu re Fine Fine ph Neutr al Neutr al Salinity / Alkalini ty Nil Calca reous ness Calcar eous Fertilit y Mediu m Nil Nil Mediu m 25

26 D Very deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and slight salinity; associated with deep, moderately well drained calcareous fine soils with slight erosion and slight salinity Fine, montmo rillonitic, isohyper thermic Vertic Ustrope pts Fine, montmori llonitic (calcareou s), isohypert hermic Vertic Ustropept s west coast (soils Gujara t plain) alluvia l plains Inceptis ol Nearly level alluvial V.Dee p- Deep Slight Mod. Well Fine Slightl y alkali ne Slight Salinity Calcar eous Mediu m G Very deep, moderately well drained, fine soils on very gently sloping alluvial plain with moderate erosion; associated with very deep, moderately well drained, fine soils on nearly level lands with slight erosion. Fine, montmo rillonitic, hyperth ermic Typic Chromu sters Fine, montmori llonitic, hyperther mic Vertic Ustochrep ts west coast (soils Gujara t plain) alluvia l plains Vertisol Very gently sloping Very Deep Sligt- Mod. Mod. Well Fine Soil Slightl y alkali ne Nil Nil Mediu m 26

27 H Very deep, moderately well drained, fine soils on neraly level alluvial plain with slight erosion; associated with very deep moderately well drained, calcareous, fine soils on gently sloping lands with severe erosion Fine, montmo rillonitic, hyperth ermic Typic Chromu sterts Fine, montmori llonitic (calcareou s), hyperther mic Typic Chromust erts west coast (soils Gujara t plain) alluvia l plains Vertisol Nearly level aluvial Very Deep Slight - Sever e Mod. Well Fine Soil Slightl y alkali ne Nil Nil Low- Mediu m J 1.36 Very deep, moderately well drained, fine soils on very gently sloping alluvial plain with moderate erosion and moderate salinity; associated with very deep, moderately well drained calcareous, fine soils with moderate erosion Fine, montmo rillonitic, isohyper thermic Typic Chromu sterts Fine, montmori llonitic, (calcareou s), hyperther mic Udic Chromust erts west coast (soils Gujara t plain) alluvia l plains Vertisol Very gently sloping Very Deep Mode rate Mod. Well Fine Soil Slightl y alkali ne Modera te Nil Low- Mediu m K 7.83 Moderately deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and moderate salinity; associated with very deep, moderately well drained, calcareous, Fine, montmo rillonitic, isohyper thermic Typic Chromu sterts Fine, montmori llonitic, (calcareou s), isohypert hermic Udic Chromust erts west coast (soils Gujara t plain) alluvia l plains Vertisol Nearly level Mod. Deep- V.Dee p Slight Erosio n Well- Mod. Fine Slightl y alkali ne Modera te Nil Mediu m 27

28 fine soils with slight erosion and slight salinity L 1.31 Very deep, moderately well drained, fine soils on nearly level alluvial plain with slight erosion and moderate salinity; associated with very deep, imperfectly drained, calcareous, very fine soils with slight erosion and moderate salinity Fine, montmo rillonitic, isohyper thermic Typic Chromu sterts Very-fine, montmori llonitic (calcareou s), isohypert hermic Udit Chromust erts west coast (soils Gujara t plain) alluvia l plains Vertisol Nearly level Very Deep Slight Erosio n Weel Drain ed- Fine - V.Fin e Slightl y alkali ne Modera te Nil Mediu m (Source: Environmental Information Centre, New Delhi) 28

29 SOIL CHARACTERISTICS MAP (Source: Environmental Information Centre, New Delhi) 4.6 Climatic data from secondary sources. Shall be incorporated in the EIA Study. 4.7 Social infrastructure available. Depending on the growth the company the required social infrastructure will be provided. 5.0 Planning Brief 5.1 Planning Concept (type industries, facilities, transportation etc) Town and Country planning/development authority classification. Type Industry: M/s. Jay Khodiyar Industries proposes Specialty Chemicals, Bulk Drugs & Bulk Drug Intermediates in existing inorganic products unit at Plot No. 3025, Phase III, GIDC, Panoli , Dist: Bharuch (Guj.) 29

30 5.2 Population Projection Shall be incorporated in the EIA Study. 5.3 Land use planning (breakup along with green belt etc.) Total Plot Area: 1,500 m 2 Total 1,500 m 2 land area is available at site; out this 150 m 2 (i.e. 10 % total area) will be developed as greenbelt and other forms greenery. 5.4 Assessment Infrastructure Demand (Physical& Social) Employment would be as per prevailing norms state government for skilled and unskilled people for the proposed project activity. Social Welfare Cordial relation with the industry shall be established and representation shall be made to villagers for help for creation facilities related to health, education, etc. 5.5 Amenities/Facilities Details amenities available in study area Taluka Village Educational Medical Drinking Water Post & Communi Approach Nearest Power Telegraph cation to Village Town Supply Ankleshw Bharan P(2) CWC, PHS T, W PO BS PR, KR Kosamba- 8 EA ar Amboli P(2) -(- 5 KMS.) W, TK PO, Phone BS PR, KR Ankleshwar-1 EA Boidara P(2) -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-1 EA Nangal P(2) CHW T, W PO, Phone BS PR, KR Ankleshwar-6 EA Hajat P(2), Ac -(- 5 KMS.) T, W PO, Phone BS PR, KR Ankleshwar-12 EA Adol P(2) PHS, FPC, CHW T, W PO BS PR, KR Ankleshwar-11 EA Umarwada P(3), O PHS, RP T, W, HP PO, Phone BS PR, KR Ankleshwar-6 EA Safipura UNINHABITED Kapodara P(2),O PHS, CHW, FPC T, W PO, Phone BS PR Ankleshwar-7 EA Bhadkodara P(2) CHW T, W PO, Phone -(- 5 KMS.) PR, KR Ankleshwar-7 EA Piraman P(3), Tr, O PHS T, W PO, Phone BS PR, KR Ankleshwar-1 EA Kosamadi P(6), O PHS, RP(3) T, W, HP PO, Phone BS PR, KR Ankleshwar-12 EA Bakrol P(2) CHW T, W, HP -(-5 KMS) BS PR, KR Ankleshwar-8 EA Sanjali P(2), O CHW T, W PO, Phone BS, RS PR, KR Ankleshwar-10 EA Alonj P(2), O CHW T, W, HP PO BS PR, KR Ankleshwar-15 EA Piludara P(2) -(10+ KMS) T, W PO, Phone BS PR Ankleshwar-13 EA Telva P(2), Ac, O CHW T, W -(-5KMS) BS PR Ankleshwar-16 EA Pardi Idris P(2) CHW T, W Po BS PR, KR Ankleshwar-12 EA 30

31 Adadara P(2) CHW T, W -(-5 KMS.) BS PR Kosamba-7 EA Utiyadara P(2) -(-5 KMS) T, W -(-5 KMS) BS PR Kosamba-3 EA Karmali P(2),O -(-5 KMS) T, W Phone BS PR Ankleshwar-13 EA Ravidra P(2), O PHC, CHW T, W PO, Phone BS PR Ankleshwar-10 EA P(3), H, O H, MH, CWC, T, W PTO, Phone BS, RS PR Ankleshwar-10 EA Panoli PHS, D, FPC, NH, RP, SMP, CHW Kharod P(3), H, O CWC, PHC, CHW T, W PO, Phone BS PR, KR Ankleshwar-10 EA Bhadi P(2), O -(-5 KMS) T, W PO BS PR, KR Ankleshwar-12 EA Mangrol Hathuran P(3), Ac(3) PHS T, W, TK, TW, C PO, Phone BS, RS PR, KR Kosamba-5 EA Nana Borsara P, Ac -(5-10 kms) T, W, TK -(-5 KMS.) -(-5KMS) KR Kosamba-5 EA Dhamdod P, Ac, O CHW T, W, TK PO BS PR, KR Kosamba-5 EA Nandvav P, Ac(2) PHS, CHW T,W, TK, C, N PO BS PR, KR Kosamba-10 EA Moti Pardi P, Ac CWC, CHW T, W, TK, C -(5-10 Kms) BS PR, KR Kosamba-16 Dinod P PHS, FPC, CHW T, W, TK PO BS KR Kosamba-8 EA Boridara P CHW T, W, TK PO BS KR Kosamba-15 EA Mahuej P, Ac(2), O PHS T, W, TW, TK, C PO, Phone BS PR, KR Surat-31 EA Hansot Ghodadara P(2), O CHW T, W, TK, C PO BS PR, KR Ankleshwar-8 EA Valia P(4), H, O PHS, D, FPC, RP, T, W PO BS PR, KR Ankleshwar-12 EA Kondh CHW (Courtesy: Census Dept., GOI) ABBREVIATIONS 1. Education P-Primary Elementary School H-Matriculation or Secondary O-Other Educational Institution PUC-Higher Secondary/Intermediate/pre-University/junior Collage AC Adult literacy class TR Training center 2. Medical Facilities RP-Registered Private Practitioner PHS-Primary Health Centre FPC-Family Planning Centre D- Dispensary CHW - Community Health Worker/Health Worker H - Hospital NH - Nursing Home MH - Maternity Home PHC - Public Health Centre CWC - Child Welfare Centre TB - T.B Clinic O - Others 3. Drinking Water T-Tap Water HP-Hand Pump TK-Tank Water 31

32 W-Well Water R-River Water C-Canal N - Nallah S - Spring 4. Post & Telegraph PO-Post Office PTO-Post & Telegraph Phone-Telephone Communication 5. Transportation RS- Railway Station BS-Bus Station NW-Navigable Waterway 6. Approach to Village PR-Pucca Road KR-Kuccha Road 7. Power Supply EA-Electricity for all purposes EAG - Electricity for Agriculture ED - Electricity for domestic EO - Electricity for other purpose like Industrial, Commercial etc. 6.0 Proposed Infrastructure Proposed Expansion is within the existing premises in Panoli GIDC. 6.1 Green Belt M/s. Jay Khodiyar Industries shall develop an effective green belt within the factory and on periphery the factory. In addition to this, majority the vacant land shall be planted with trees, shrubs and grasses. 6.2 Social Infrastructure Depending on the growth the company the required social infrastructure will be provided. 32

33 6.3 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc) Major factors involved in the selection site are listed below: Site situated in Notified Industrial Estate. Site is well connected by road & Rail Proximity to raw material suppliers Availability power and cleaner fuel - natural gas. Availability water from GIDC water supply Availability effluent discharge pipeline to deep Sea through NCTL (BEAIL) pipe line via PETL, Panoli Availability common TSDF and common incineration sites in nearby area. Availability skilled workmen Proximity to cities like Bharuch and Ankleshwar, ensure access to already existing social and commercial infrastructure. 6.4 Drinking water Management (Source & Supply 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 mainly nonharmful liquid wastes from the fices, canteen and domestic waste coming from different sections the industry. These liquid wastes are sent to septic tank & soak pit. 6.6 Solid Waste Management Please refer Form-I, Annexure-V. 6.7 Power Requirement & Supply/Source Please refer Section 3.8 this report. 33

34 7.0 Rehabilitation and Resettlement (R& R) Plan 7.1 Policy to be adopted (central/state) in respect 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 factory, so R & R policy is not applicable to this project. There shall not be displacement any population in project area. Any major activity that may lead to resettlement 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 the locality up to some extent. 8. Project Schedule & Cost Estimates 8.1 Likely date start construction and likely date 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 economic viability the project. Total Project Cost for proposed expansion project activity is Rs. 275 Lakhs. Particulars Amount (Rs. in Lakhs) Existing Additional Proposed Total Land Cost Civil Work ( Process & Utility) Plant & Machinery Cost Plant & Machinery cost for EMS (Including ETP Civil Work) Total Project Cost

35 9. Analysis 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 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 facilities related to health, education, etc. 35