PRE-FEASIBILITY REPORT. For

Transcription

1 PRE-FEASIBILITY REPORT For PROPOSED EXPANSION OF EXISTING COMMON EFFLUENT TREATMETN PLANT (CETP) Operated by M/s. PANOLI ENVIRO TECHNOLOGY LTD. (PETL) (Common Effluent Treatment Plant) Plot No. 619 & 619/1, GIDC Industrial Estate, Panoli , Taluka: Ankleshwar, Dist: Bharuch, Gujarat. 0

2 CONTENTS Sr. No. Description Page No. 1. Executive Summary 2 2. Introduction of the Project/Background information 5 3. Project Description 7 4. Site Analysis Planning Brief Proposed Infrastructure Rehabilitation and resettlement (R& R) Plan Project Schedule & Cost Estimates Analysis of Proposal (Final Recommendations) 25 1

3 1.0 EXECUTIVE SUMMARY 1.1 Company Profile M/s. Panoli Enviro Technology Ltd. (PETL), an existing CETP located at Plot. No. 619 & 619/1, GIDC Industrial Estate, Panoli , Tal: Ankleshwar, Dist: Bharuch, Gujarat, has been operating Common Effluent Treatment Plant (CETP) of capacity 1.02 MLD (1 MLD Neutral effluent + 20 KLD Domestic effluent) since 2002 to treat neutral effluent comes from its member industries. CETP comprises of collection and treatment scheme which is following Neutral Effluent Transportation & Collection, Fenton Treatment, Primary Treatment, Secondary Treatment and Tertiary Treatment facility and Final treated effluent is being discharged to GIDC pumping station by closed HDPE pipeline which further conveyed to final effluent treatment plant (FETP) of M/s. Narmada Clean Tech (NCTL), formally known as M/s. Bharuch Eco-Aqua Infrastructure Ltd. (BEAIL), Ankleshwar, for further treatment and disposal into deep sea. Now, PETL is planning to increase CETP capacity from 1.02 MLD (1 MLD Neutral effluent + 20 KLD Domestic effluent) to 2.04 MLD (2 MLD Neutral effluent + 40 KLD Domestic effluent) by adding certain equipments and infrastructure. 1.2 Project Details Existing CETP Capacity : 1 MLD (Neutral Effluent) + 20 KLD (Domestic Effluent) = 1.02 MLD Total CETP Capacity after expansion: 2 MLD (Neutral Effluent) + 40 KLD (Domestic Effluent) = 2.04 MLD Details of member industries along with neutral effluent booked quantities, treatment process/scheme of existing as well as proposed CETP and treated effluent disposal mode: Reference - Form-I, Annexure

4 1.3 Raw Materials Consumption QUANTITY (MT/Month) SR. NO. RAW MATERIALS TOTAL AFTER PROPOSED EXISTING EXPANSION 1 Hydrate Lime Ferrous Sulphate Sulphuric Acid Hydrogen Peroxide Polyelectrolite Raw Water Consumption In existing, total raw water requirement at M/s. PETL is 45 m 3 /day (Industrial: 38.5 m 3 /day + Domestic: 3.0 m 3 /day + Gardening: 3.5 m 3 /day) which is met through GIDC water supply. After proposed expansion, additional water requirement will also be met through same source as existing and water consumption will be increased up to 90 m 3 /day (Industrial: 77 m 3 /day + Domestic: 6.0 m 3 /day + Gardening: 7.0 m 3 /day). 1.5 Air Pollution Source and Control Management Existing: The source of flue gas emission is from the stack attached to D.G. set (emergency standby). As diesel is used as a fuel in D.G. Set, adequate stack height is provided to control the emission. Proposed The source of flue gas emission will be from the stack attached to additional D.G. set (emergency standby). As diesel will be used as a fuel in D.G. Set, adequate stack height will be provided to control the emission. 3

5 1.6 Hazardous/Solid Waste Generation and Disposal Mode Three categories of Hazardous/Solid Wastes are and will be generated in existing unit and after proposed expansion. Treatment, storage & disposal mode for the same is and will be followed as per Hazardous & Other Wastes (Management & Trans-boundary Movement) Rules, Existing: CETP Sludge: 300 MT/Year - Stored in HWSA and send to Common TSDF site of BEIL, Ankleshwar for disposal. Used Oil: 0.02 KL/Year - Stored HWSA and finally sold to GPCB registered reprocessor. Discarded Containers: 100 nos./year - Collection, Storage, Decontamination & given to GPCB authorized Vendor. After proposed expansion: CETP Sludge: 600 MT/Year to be stored in HWSA and sent to common TSDF site of PSWML, Panoli or BEIL, Ankleshwar for disposal. Used Oil: 0.04 KL/Year to be stored in HWSA and finally sold to GPCB registered reprocessor. Discarded Containers: 200 nos./year to be collected, stored, decontaminated & given to GPCB authorized Vendor. 1.7 Green Belt Total 31,842 m 2 land area is available at site; out of this area about 2,910 m 2 (9.14 %) area is covered as greenbelt and other forms of greenery. 1.8 Power & Fuel Requirements Power Requirement Sr. No. Existing Requirement Total After Proposed Expansion Existing Source After Proposed Expansion KVA 360 KVA DGVCL (GEB) DGVCL (GEB) 4

6 D.G. Set - 1 no. 180 KVA capacity (emergency standby) D.G. Sets - 2 nos. 180 KVA x 2 = 360 KVA capacity (emergency standby) Fuel Requirement Sr. Fuel Requirement (to be used in emergency only) No. Existing Total After Proposed Expansion 1. Diesel 40 Liter/hr. 80 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 Expansion of existing common effluent treatment plant (CETP) by increasing plant capacity through addition of certain equipments and infrastructure. Identification of the project proponent The Board of directors of the company is very experienced industrialists. They are: 1. Shri Pankaj A. Bharwada - Chairman 2. Shri B. S. Patel 3. Shri Bipin J. Patel 4. Shri Bharat T. Patel 5. Shri Kiransinh P. Parmar 6. Shri Navin L. Godhani 7. Shri Champalal C. Rawal 8. Shri Hemant D. Patel 9. Shri Govind I. Desai 5

7 2.2 Brief description of nature of the Project Expansion of existing common effluent treatment plant (CETP) by increasing plant capacity through addition of certain equipments and infrastructure. 2.3 Need for the project and its importance to the country and or region PETL is an existing CETP located at Plot No. 619 & 619/1 in the Panoli GIDC, Industrial area, developed by Gujarat Industrial Development Corporation (GIDC) having myriad of small, medium and large scale industrial units within Panoli GIDC as well as in surrounding GIDC and area. Among these industries, many industries are planning for expansion of their units by increasing existing production capacity or adding new products as well as many propose/new units will likely come into existence that lead to increase effluent generation which further needs adequate treatment and final disposal of treated effluent and due to this scenario, PETL plans for this expansion activity. 2.4 Demands-Supply Gap There is good demand by member industries and intimation is increasing day by day. 2.5 Imports vs. Indigenous production Raw materials available from local sources/surrounding area or industries. 2.6 Export possibility Not applicable as PETL provides service of effluent treatment comes from its member industries and final disposal of treated effluent. 2.7 Domestic/Export Markets Not applicable as PETL provides service of effluent treatment comes from its member industries and final disposal of treated effluent. 6

8 2.8 Employment Generation (Direct and Indirect) due to project. PETL will give direct employment, if required, to local people based on qualification and requirement after proposed expansion. 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 PETL PROJECT SITE 7

9 Specific location and project boundary 8

10 INLET CHANNEL FROM AERATION TANK (LL) C (LL) (BL) CHENNEL CHANNEL TO SCL-1 FROM AERATION TANK-1 Plot Layout N= N= LIST OF EXISTING UNITS SR UNIT NAME NO. UNIT SIZE(m.) NO. 1 COLLECTION TANK X14.4X( FB) 2 EQUALISATION TANK 1 3 FENTON REACTOR 1 4 DOSING AREA 14.5x X13.95X( FB) m. WIDE ROAD m. WIDE ROAD m. WIDE ROAD N=59.00 SWITCH YARD 12X N=59.00 E= FLASH MIXER X3.0X( FB) 6 FLASH MIXER X3.0X( FB) 7 CLARIFLOCULATOR ØX( FB) 8 AERATION TANK X10.25X( FB) 9 SECONDARY CLARIFIER 1 8.0ØX AERATION TANK X10.25X( FB) 11 DECANTER M³/hr 12 COLLECTION SUMP 1 6.0X6.0X( FB) 13 DUAL MEDIA FILTER 3 2.5ØX FINAL COLLECTION SUMP X6.0X( FB) 15 SLUDGE DRYING BEDS X SLUDGE STORAGE YARD X OFFICE & CHEMICAL HOUSE X D.G. ROOM X M.C.C. ROOM X SECURITY CABIN 1 3.2X3.0X ACCEMBLY POINT 1 7.0X4.0X4.0 LIST OF PROPOSED UNITS 1-A COLLECTION TANK X14.1X( FB) 1-B EQUALISATION TANK X14.1X( FB) 2 NEUTRALISATION TANK 1 3.0X3.0X( FB) 3 FLASH MIXER 1 3.0X3.0X( FB) 4 LIME DOSING TANK 2 2.0X2.0X( FB) 5 FeSO4 DOSING TANK 2 2.0X2.0X( FB) 6 H2SO4 DOSING TANK 1 2.0X2.0X( FB) 7 PRIMARY CLARIFIER ØX(3.0SWD+0.5) 8 AERATION TANK X21.25X(4.5+.5FB) 9 SECONDARY CLARIFIER ØX(3.0SWD+0.5FB) 10 VALVE CHAMBER X SLUDGE SUMP X AERATION TANK X21.25X(4.5+.5FB) 13 SECONDARY CLARIFIER ØX(3.0SWD+0.5FB) 14 VALVE CHAMBER X SLUDGE SUMP X SLUDGE SUMP X3.7X( FB) 17 INTERMIDEATE SUMP 1 6.0X5.8X( FB) 18 DUAL MEDIA FILTER 3 2.5ØX E= EXISTING UNIT PROPOSED UNIT PLATFORM & LADDER 19 FINAL COLLECTION SUMP 1 6.2X7.7X( FB) 20 DECANTER M³/hr 21 SLUDGE STORAGE YARD X H2O2 DOSING TANK 1 2X2X ( FB) 23 COLLETION TANK X3.5X ( FB) 24 FENTION REACTOR 1 2X2X ( FB) N=34.70 PUMP & BLOWER THIS DRAWING IS THE PROPERTY OF M/S AQUA-AIR ENVIRONMENTAL ENGRS. PVT. LTD. AND THE RIGHTS OF USE ARE STRICKLY RESERVED WITH AQUA-AIR ENVIRONMENTAL ENGRS. PVT. LTD. N=22.17 E=45.85 E=79.21 N=20.42 Ν CLIENT PROJECT REV REVESION NOTE DATE SIGNATURE CHECKED Α AQUA-AIR ENVIRONMENTAL ENGRS.PVT.LTD. 403,Center Point, Nr. Kadivala School, Ring Road, Surat , Gujarat. M/s. PANOLI ENVIRO TECHNOLOGY LTD. Plot No /1, GIDC Estate,Panoli , Taluka Ankleshwar, Dist. Bharuch, Gujarat. COMMON EFFLUENT TREATMENT PLANT N=00.00E=00.00 Ε TITLE Plot Lay-Out SCALE DESIGNED DRAWN CHECKED APPROVED 1: A.J.PATEL -- PROJECT NO. -- DATE PROJECT NO REV. 0 9

11 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: Already existing and operational facility Site is very well connected by road Proximity to neutral effluent generating industries Availability of sufficient land free from cultivation 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 Existing CETP Capacity Total CETP Capacity after expansion : 1.02 MLD : 2.04 MLD 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 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: Form-I, Annexure-2. 10

12 We procure raw materials as much as possible from domestic market and will procure from the same source after proposed expansion. 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. 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 be met through the same source after proposed expansion. Power & Fuel Requirement Reference: Section-1.0, sub-section 1.8, Page No. 4 & 5 in this report. 3.9 Quantity of wastes to be generated (liquid and solid) and scheme for their management/disposal. Reference: Section-1.0, sub-section 1.6, Page No. 4 in this report 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 IMPACTS METHODOLOGY OF IMPACT ASSESSMENT ENVIRONMENTAL MANAGEMENT PLAN FACILITY DESCRIPTION CONSEQUENCE ANALYSIS PREPARATION OF DISASTER MANAGEMENT PLAN RISK ANALYSIS STUDIES & DISASTER MANAGEMENT PLAN 11 SAFETY, HEALTH & ENVIRONMENTAL POLICY, GUIDELINES BY DIRECTOR GENERAL OF FACTORY SAFETY, MINISTRY OF LABOR.

13 4.0 Site Analysis 4.1 Connectivity Site is very well connected by road Availability of water, power, etc. 4.2 Land Form, Land Use and Land Ownership (Courtesy: Environmental Information Center, New Delhi) 12

14 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. (Courtesy: Environmental Information Center, New Delhi) AREAS UNDER DIFFERENT LANDUSE SR. NO. LANDUSE CLASSIFICATION AREA WITHIN 10 KM OF PROJECT LOCATION PERCENTAGE OF TOTAL AREA 1 Agriculture Fallow Land Habitation, Settlement Marshy Land Miscellaneous Land

15 6 Degraded Vegetation Water Open & Barren Land River Total (Courtesy: Environmental Information Center, New Delhi) 4.4 Existing Infrastructure Already existing & operational facility Site is very well connected by road Efficient transport facilities within the industrial estate and to & fro the city area. Availability of water for industrial use Availability of power evacuation facilities Uninterrupted power supply. Proximity to neutral effluent generating industries 14

16 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 15

17 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 16

18 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 17

19 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 18

20 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. Various Programs/ Projects related to Social & Economic development of surrounded area has been planned, which are as follows. PETL does the following socio economic activities in nearby area. Free Medical Check Up Camp organized by P.E.T.L. for the benefit of people of surrounding villages. For Poor/backward students, free of cost note book distribution programme held in schools of surrounding villages. CFL lamp (Energy Saver) distributed in nearby villages to increase the awareness for energy conservation and energy saving. 19

21 AIDS JAGRUTI ABHIYAN - awareness programme for the workers of Panoli GIDC and for people of surrounding villages organized. For GREEN ENVIRONMENT, Mass Tree plantation campaign organized in Panoli GIDC as well as in nearby villages. PETL also plans for more above mentioned kind of social & economic development progremme after proposed expansion. 5.0 Planning Brief 5.1 Planning Concept (type of industries, facilities, transportation etc.) Town and Country planning/development authority classification. Expansion of existing common effluent treatment plant (CETP) by increasing plant capacity through addition of certain equipments and infrastructure. 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): 15,000 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): 16,842 m 2 (approx.) 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 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. 20

22 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 21

23 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. 22

24 6.0 Proposed Infrastructure 6.1 Industrial Area (Processing Area) Processing Area (Plant facilities, R&D, ETP Area and Engineering/Utility Services): 15,000 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): 16,842 m 2 (approx.) 6.3 Green Belt Total 31,842 m 2 land area is available at site; out of this area about 2,910 m 2 (9.14 %) area is covered as greenbelt and other forms of greenery. 6.4 Social Infrastructure Water Supply by GIDC Power supply by DGVCL (GEB) 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: Already existing & operational facility Site is very well connected by road Proximity to neutral effluent generating industries Availability of sufficient land free from cultivation Availability of power facilities Availability of water for industrial use 6.6 Drinking water Management (Source & Supply of water) Total water requirement shall meet through GIDC water supply. 23

25 6.7 Sewerage System Sewage pipes are laid in entire premises for the removal and disposal of mainly non-harmful liquid wastes from the offices, canteen and domestic waste coming from different sections of CETP. These liquid wastes are sent to CETP for treatment and final disposal. 6.8 Solid Waste Management Reference: Form-1, Annexure Power Requirement & Supply/Source Reference: Section-1.0, sub-section 1.8, Page No. 4 & 5 in 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 existing plot located within GIDC, Panoli, Taluka: Ankleshwar so there is no habitation in the proposed project activity, so R & R policy is not applicable to this project. There shall not be displacement of any population in proposed project activity. The expansion of CETP 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). We shall start construction after getting EC & CTE. We shall start operation with increased plant capacity after applying for CCA. 24

26 8.2 Estimated Project cost along with analysis in terms of economic viability of the project. Total capital investment for the proposed project activities is Rs. 6.5 crores. O&M cost would be Rs crores per annum after proposed expansion. 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 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. 25