PRE-FEASIBILITY REPORT. M/s. GOPSI PHARMA PVT. LTD.

Transcription

1 PRE-FEASIBILITY REPORT for PROPOSED EXPANSION OF EXISTING SPECIALTY CHEMICALS MANUFACTURING UNIT of M/s. GOPSI PHARMA PVT. LTD. Plot No. 2309/10-11, GIDC Industrial Estate, Panoli , Taluka: Ankleshwar, Dist. Bharuch, Gujarat, INDIA. 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 2 2. Introduction of the Project/Background information 8 3. Project Description Site Analysis Planning Brief Proposed Infrastructure Rehabilitation and resettlement (R& R) Plan Project Schedule & Cost Estimates Analysis of Proposal (Final Recommendations) 28 1

3 1.0 EXECUTIVE SUMMARY 1.1 Company Profile M/s. Gopsi Pharma Pvt. Ltd. is engaged in manufacturing specialty chemicals located at Plot No. 2309/10-11, GIDC Industrial Estate, Panoli , Taluka: Ankleshwar, Dist: Bharuch, Gujarat. Now, company is going for expansion of existing manufacturing unit by increasing production capacity of existing products and addition of new products within existing premises. 1.2 Project Details List of Products along with Production Capacity Sr. No. Products CAS No. Production Capacity (MT/Month) LD50 mg/kg End Use Existing Total after Proposed Expansion 1 Para Nitro Benzyl Antibiotic Bromide 2 Para Cyano Benzyl Anticancer Bromide 3 Meta Nitro Benzyl Antibiotic Bromide 4 Para Nitro Benzyl Antibiotic Alcohol 5 Para Bromo Benzyl Antibiotic Bromide 6 Pyridine Antibiotic Hydrobromide 7 Gop Sea Zyme Plant growth promoter 8 Ortho Cyano Benzyl Antidiabetic Bromide 9 Meta Cyano Benzyl Anticancer Bromide 10 2,6 Dichloro Benzyl Antibiotic Bromide 11 Bromo OTBN (2- Cyano-4-Bromo Antibiotic 2

4 Methyl Biphenyl) 12 N-Propyl Bromide (LC50): Antibiotic Acute: mg/m 0.5 hours [Rat] 13 N-Butyl Bromide Antibiotic 14 Tetra Butyl Antibiotic Ammonium Bromide 15 Tetra Ethyl Antibiotic Ammonium Bromide 16 Ortho Cyano Benzyl Anticancer Alcohol 17 Ortho Bromo Benzyl Antibiotic Bromide 18 Para Chloro Benzoic Antibiotic Acid mg/kg; 19 Para Nitro Benzoic Acid mg/kg Antibiotic 20 Ortho Chloro mg/kg Antibiotic Benzoic Acid 21 2,3 & 2,4 Di Chloro Benzoic Acid mg/kg Antibiotic Total Raw Materials Consumption Sr. No. Raw Material Consumption Quantity (MT/MT) CAS No. 1. Para Nitro Benzyl Bromide P-Nitro Toluene Liquid Bromine MDC Methanol H 2 O Para Cyano Benzyl Bromide P-Cyano Toluene Liquid Bromine MDC

5 Methanol H 2 O Meta Nitro Benzyl Bromide M-Nitro Toluene Liquid Bromine MDC Methanol H 2 O Para Nitro Benzyl Alcohol p-nitrobenzyl acetate Methanol sodium hydroxide Para Bromo Benzyl Bromide P-Bromo Toluene Liquid Bromine MDC Methanol H 2 O Pyridine Hydrobromide Pyridine Hydrobromide MDC Methanol Gop Sea Zyme Seaweed Hydrolyzed protein Ortho Cyano Benzyl Bromide O-Cyano Toluene Liquid Bromine MDC Methanol H 2 O Meta Cyano Benzyl Bromide M-Cyano Toluene Liquid Bromine MDC Methanol

6 H 2 O ,6 Dichloro Benzyl Bromide 2,6 Dichloro Toluene Liquid Bromine MDC Methanol H 2 O Bromo OTBN (2-Cyano-4-Bromo Methyl Biphenyl) OTBMN Liquid Bromine MDC Methanol H 2 O N-Propyl Bromide Propanol Bromine Soda Ash Sulphur N-Butyl Bromide Butanol Bromine Soda Ash Sulphur Tetra Butyl Ammonium Bromide Tri-n-Butyl Amine N-Butyl Bromide Acetonitrile (Fresh) Ethyl Acetate (Fresh) Tetra Ethyl Ammonium Bromide Tri Ethylamine Diethyl Carbonate Ethanol Formic Acid Ortho Cyano Benzyl Alcohol o-cyano Benzyl Acetate Methanol Sodium Hydroxide

7 17 Ortho Bromo Benzyl Bromide Ortho Bromo Toluene Liquid Bromine MDC Methanol H2O Para Chloro Benzoic Acid Para Chloro Toluene (PCT) Nitric Acid (HNO3) 60% NaOH Lye 48% Para Nitro Benzoic Acid Para Nitro Toluene (PNT) Nitric Acid (HNO3) 60% NaOH Lye 48% Ortho Chloro Benzoic Acid Ortho Chloro Toluene (OCT) Nitric Acid (HNO3) 60% NaOH Lye 48% Di Chloro Benzoic Acid Di Chloro Toluene (DCT) Nitric Acid (HNO3) 60% NaOH Lye 48% Water Requirement, Waste Water Generation and Treatment Existing: Total raw water requirement is 2.2 KL/day (Industrial: 1.2 KL/day + Domestic: 1.0 KL/day) which is met through GIDC water supply. There is no industrial waste water generation. Domestic waste water i.e. 1 KL/day is disposed of through septic tank & soak pit. Total after proposed expansion: Total raw water requirement will be is 24 KL/day (Industrial: 21 KL/day + Domestic: 2 KL/day + Gardening: 1 KL/day) which will also met through GIDC water supply. Total waste water generation will be 12 KL/day (Industrial: 10 KL/day + Domestic: 2 KL/day). Total waste water will be treated in Effluent Treatment Plant (ETP) of primary, secondary and tertiary treatments within premises. Treated effluent will be sent to Common Effluent Treatment Plant (CETP) of M/s. Panoli Enviro Technology Ltd. (PETL), Panoli for further treatment and disposal. Domestic waste water will be disposed of through septic tank & soak pit. 6

8 1.5 Air Pollution Source and Control Management Sr. No. Stack/Vent attached to Stack Height (meter) Stack Diameter (meter) Fuel name & Quantity Type of Emission APCM Existing 1. Boiler-I Coal / Wood# (100 Kg/Day) PM SO 2 NOx -- Proposed 2. Thermic Fluid Heater (2 Lac KL/hr.) Agro Waste (2500 Kg/Day) PM SO 2 NOx Multicyclone Separator with bag filter 3. Boiler-II (1.5 MT/Hr) Agro Waste (2500 Kg/Day) PM SO 2 NOx Multicyclone Separator with bag filter 4. D.G. Set* Diesel (6 Liter/hr.) PM SO 2 NOx -- Process Gas Emission 5. Process Vent HBr Alkali Scrubber # Wood will be discontinued after proposed expansion. * To be used in emergency only. 1.6 Hazardous/Solid Waste Generation and Disposal Mode SR. TYPE OF CATEGORY QUANTITY DISPOSAL MODE NO. WASTE NO. EXISTING TOTAL AFTER PROPOSED EXPANSION 1 Distillation 20.2 Collection, Storage, Residue Transportation and 2 Spent Solvent MT/Month 3 MT/Month sent for co-processing in cement industries or Incinerator at BEIL, Ankleshwar. 3 Used Oil Liter/Month 42 Liter/Month Collection, Storage, Transportation and sell to registered reprocessor. 7

9 4 Discarded 33.3 Collection, Storage, Drum/Carboy/ 80 Nos./Month 170 Nos./Month Decontamination, Bags / Liner 150 Nos./Month 420 Nos./Month Transportation & Reuse or disposal by sell to authorized vendor. 5 ETP Sludge MT/Month Collection, Storage, Transportation and disposal in TSDF at BEIL, Ankleshwar. 1.7 Green Belt Total 4,500 m 2 land area is available at site; out of this area about 1,300 m 2 (28.89 %) area is covered as greenbelt and other forms of greenery. 1.8 Power & Fuel Requirements Power Requirement Sr. No. Requirement Existing Total After Proposed Expansion KVA Fuel Requirement Sr. Fuel No. Existing Source After Proposed Expansion 250 KVA DGVCL (GEB) DGVCL (GEB) D.G. Set 125 KVA capacity (emergency standby) Existing Requirement Total After Proposed Expansion 1 Coal / wood Coal / wood = 100 Kg/Day Coal = 100 Kg/Day 2 Agro waste -- 5 MT/day 3 Diesel -- 6 Liter/hr 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 Proposed expansion of existing specialty chemicals manufacturing unit. 8

10 Identification of the project proponent/board of directors Mr. Baldev Prajapati Mr. Vikas B. Prajapati Ms. Aarati Prajapati Mr. Kunal B. Prajapati 2.2 Brief description of nature of the Project Proposed expansion of existing specialty chemicals manufacturing unit. 2.3 Need for the project and its importance to the country and or region The demand for products intended to be manufactured is increasing in domestic as well as in international market. To meet this demand, company proposes expansion of existing manufacturing unit. The project will also save forex as certain products import will be reduced. 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 various manufacturers and traders, we have found that there is a big potential for the range of the products we are planning. 2.5 Imports vs. Indigenous production Based on the current cost of indigenous raw materials and the non availability of some materials, we will have to import some of raw materials as they are not available indigenously. This will make us very competitive against imported finished products and we may export our finished products in the international market. 2.6 Export possibility We shall explore possibility of export of our products. 9

11 2.7 Domestic/Export Markets Our products have good demand in local & international markets. We shall explore possibility of export of our products. 2.8 Employment Generation (Direct and Indirect) due to project. Company will give direct employment to local skilled and unskilled people based on qualification and requirement as per prevailing norms of state government In addition to direct employment, indirect employment shall generate ancillary business to some extent for the local population. 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 Gopsi Pharma Pvt. Ltd. 10

12 Specific location and project boundary (Google Map) 11

13 Plot Layout: 12

14 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 operation industry Site is very well connected by road and rail Proximity to common effluent treatment plant and hazardous/solid waste disposal facilities Availability of sufficient land free from cultivation Availability of water for industrial use Availability of power evacuation facilities 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 Reference: Section-1.0, Sub-section 1.2, Pages No. 2-3 of this report. 3.5 Project Description with process details (a schematic diagram/flow chart showing the project layout, components of the project, etc. should be given) Reference: Form-1, Annexure-1, 2 & 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 materials along with consumption quantities - Reference: Section-1.0, Sub-section 1.3, Pages No. 3-6 of this report. We will procure raw materials (as and when require) as much as possible from domestic market. 3.7 Resource optimization/recycling and reuse envisaged in the project, if any, should be briefly outlined. Resource optimization/recycling and reuse shall be envisaged. 13

15 3.8 Availability of water, its source, energy/power requirement and source should be given. Raw water requirement is met through GIDC water supply. And will meet through the same source after proposed expansion. Power & Fuel Requirement Reference: Section-1.0, Sub-section 1.8, Page No. 8 of this report. 3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their management/disposal. Reference: Form-I, Annexure-4, 5 & Schematic representations of the feasibility drawing which give information of 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 4.0 Site Analysis 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. 14

16 4.1 Connectivity Site is very well connected by road and rail. Availability of water, power, etc. 4.2 Land Form, Land Use and Land Ownership (Courtesy: Environmental Information Center, New Delhi) 4.3 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. 15

17 (Courtesy: Environmental Information Center, New Delhi) AREAS UNDER DIFFERENT LANDUSE SR. LANDUSE AREA WITHIN 10 KM OF PERCENTAGE OF TOTAL NO. CLASSIFICATION PROJECT LOCATION AREA 1 Agriculture Fallow Land Habitation, Settlement Marshy Land Miscellaneous Land Degraded Vegetation Water Open & Barren Land River Total (Courtesy: Environmental Information Center, New Delhi) 16

18 4.4 Existing Infrastructure Site is very well connected by road and rail Proximity to common effluent treatment plant and hazardous/solid waste disposal facilities Availability of sufficient land free from cultivation Availability of water for industrial use Availability of power evacuation facilities Efficient transport facilities within the industrial estate and to & fro the city area. Environment-friendly zone. Uninterrupted power supply. 17

19 4.5 Soil Classification Soil Characteristics under project area are as below Table; Map ping Cate gory Area in (Sq km) Description Taxono my1 Taxono my2 Class Sub_Cla ss Soil Unit (Order) Physiogr aphy Depth Erosion Drainage Surf ace Text ure ph Salinit y/alk alinity Calc areo usne ss Fertility B C 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 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 montrm orilloniti c, hyperth ermic Typic Chromu sterts rillonitic, hyperth ermic Typic Chromu sters rillonitic (calcare ous) hyperth ermic Vertic Ustochr epts rillonitic, hyperth ermic Vertic Ustochr epts west coast (soils of Gujarat plain) west coast (soils of Gujarat plain) interfluv es interfluv es Vertisol/ Inceptisol Vertisol/ Inceptisol Very Gently sloping Very Gently sloping Very Deep- Deep Very Deep Slight Moderat e Mod. Well Mod. Well Fine Neutral Nil Calca reou s Medium Fine Neutral Nil Nil Medium 18

20 D G 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 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. rillonitic, isohyper thermic Vertic Ustrope pts rillonitic, hyperth ermic Typic Chromu sters rillonitic (calcare ous), isohyper thermic Vertic Ustrope pts rillonitic, hyperth ermic Vertic Ustochr epts west coast (soils of Gujarat plain) west coast (soils of Gujarat plain) alluvial plains alluvial plains Inceptisol Nearly level alluvial Vertisol Very gently sloping V.Deep- Deep Very Deep Slight Sligt- Mod. Mod. Well Mod. Well Fine Slightly alkalin e Fine Soil Slightly alkalin e Slight Salinit y Calca reou s Medium Nil Nil Medium 19

21 H J 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 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 rillonitic, hyperth ermic Typic Chromu sterts rillonitic, isohyper thermic Typic Chromu sterts rillonitic (calcare ous), hyperth ermic Typic Chromu sterts rillonitic, (calcare ous), hyperth ermic Udic Chromu sterts west coast (soils of Gujarat plain) west coast (soils of Gujarat plain) alluvial plains alluvial plains Vertisol Vertisol Nearly level aluvial Very gently sloping Very Deep Very Deep Slight- Severe Moderat e Mod. Well Mod. Well Fine Soil Fine Soil Slightly alkalin e Slightly alkalin e Nil Nil Low- Medium Mode rate Nil Low- Medium 20

22 K L 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 soils with slight erosion and slight salinity 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 rillonitic, isohyper thermic Typic Chromu sterts rillonitic, isohyper thermic Typic Chromu sterts rillonitic, (calcare ous), isohyper thermic Udic Chromu sterts Veryfine, rillonitic (calcare ous), isohyper thermic Udit Chromu sterts west coast (soils of Gujarat plain) west coast (soils of Gujarat plain) (Courtesy: Environmental Information Centre, New Delhi) alluvial plains alluvial plains Vertisol Vertisol Nearly level Nearly level Mod. Deep- V.Deep Very Deep Slight Erosion Slight Erosion Well- Mod. Weel Drained- Fine Soils Fine Soils- V.Fin e Soils Slightly alkalin e Slightly alkalin e Mode rate Mode rate Nil Nil Medium Medium 21

23 SOIL CHARACTERISTICS MAP (Courtesy: Environmental Information Centre, New Delhi) 4.6 Climatic data from secondary sources. Climatic data from primary & secondary sources will be incorporated in EIA Study. 4.7 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. Proposed expansion of existing specialty chemicals manufacturing unit. 22

24 5.2 Population Projection Population data will be incorporated in EIA report. 5.3 Land use planning (breakup along with green belt etc.) Industrial Area (Processing Area) Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 1,800 m 2 (approx.) Residential Area (Non Processing Area) Non Processing Area (Green belt, Raw material storage area, finished storage area, Administration Building, Parking, road and open area) = 2,700 m 2 (approx.) 5.4 Assessment of Infrastructure Demand (Physical & Social) Employment will be as per prevailing norms of state government for skilled and unskilled people. 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. 23

25 5.5 Amenities/Facilities Details of amenities available in study area Taluka Village Educational Medical Drinking Water Post & Telegraph Communication Approach to Village Nearest Town Power Supply Ankleshwar Bharan P(2) CWC, PHS T, W PO BS PR, KR Kosamba- 8 EA 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 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, PHS, D, T, W PTO, Phone BS, RS PR Ankleshwar-10 EA FPC, NH, RP, SMP, Panoli 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 24

26 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 Kondh P(4), H, O PHS, D, FPC, RP, CHW T, W PO BS PR, KR Ankleshwar-12 EA (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 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. 25

27 6.0 Proposed Infrastructure 6.1 Industrial Area (Processing Area) Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services) = 1,800 m 2 (approx.) 6.2 Residential Area (Non Processing Area) Non Processing Area (Green belt, Raw material storage area, finished storage area, Administration Building, Parking, road and open area) = 2,700 m 2 (approx.) 6.3 Green Belt Total 4,500 m 2 land area is available at site; out of this area about 1,300 m 2 (28.89 %) area is covered as greenbelt and other forms of greenery. 6.4 Social Infrastructure Water Supply by GIDC. Power supply by DGVCL and D.G. Set (emergency standby) 6.5 Connectivity (Traffic and Transportation Road/ Rail/Metro/ Water ways etc.) Major factors involved in the selection of site are listed below: Site is very well connected by road and rail Proximity to common effluent treatment and hazardous/solid waste disposal facilities Availability of sufficient land free from cultivation Availability of water for industrial use Availability of power evacuation facilities Efficient transport facilities within the industrial estate and to & fro the city area. Environment-friendly zone. Uninterrupted power supply. 26

28 6.6 Drinking water Management (Source & Supply of water) Total water requirement is and shall be met through GIDC water supply. 6.7 Sewerage System Sewage pipes are laid in entire premises for the removal and disposal of mainly non-harmful liquid wastes from offices/other ancillary area and domestic waste to be came from different sections of unit. These liquid wastes are sent to septic tank & soak pit. The same system will be followed after proposed expansion. 6.8 Solid Waste Management Reference: Section-1.0, sub-section 1.6, Page No. 7 of this report. 6.9 Power Requirement & Supply/Source Reference: Section-1.0, sub-section 1.8, Page No. 8 of this report. 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) Proposed expansion activity will be carried out within GIDC, Panoli, Taluka Ankleshwar so there is no habitation on proposed expansion area, so R & R policy is not applicable to this project. There shall not be displacement of any population in proposed expansion project. Proposed expansion project will likely 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). We shall start construction after getting EC and shall start operation after applying for CCA. 27

29 8.2 Estimated Project cost along with analysis in terms of economic viability of the project. Total capital investment for the proposed expansion project is Rs. 1.5 Crores. 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 will be as per prevailing norms of state government for skilled and unskilled people for the proposed 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. 28