PRE-FEASIBILITY REPORT

Transcription

1 PRE-FEASIBILITY REPORT FOR OBTAINING ENVIRONMENT CLEARANCE For Proposed Common Bio-Medical Waste Treatment and Disposal Facility At Survey -1186, Block /B, 3014/A, 3014/B Chhatral G.I.D.C, Taluka: Kalol, Dist.: Gandhinagar, Gujarat By M/s. CARE BMW Incinerator (August-2018)

2 Executive Summary of the report Introduction M/s. CARE BMW Incinerator is involved in Common Bio medical waste treatment facility since 2002 at Sartej, Gandhinagr with capacity of 250 kg/h. During year , facility collected and disposed around 1140 MT (Incinerable & Non-Incinerable biomedical waste) and in last year , facility has collected 1165 MT from 1500 member health care units located in Gandhinagar, Ahmedabad, Nadiad and Anand region. Considering above and future scenario there is a need of expansion in biomedical waste treatment and disposal facility. Expansion in this facility is not possible due to space constraint and surrounding environment and hence management has decided to shift this facility in notified industrial area i.e. Chhatral GIDC with additional capacity of incinerator, autoclave and Shredding. The proposed site is located at Survey Block 3013/B, 3014/A, 3014/B, Chhatral, G.I.D.C, Taluka: Kalol, Dist: Gandhinagar, Gujarat The proposed project is well justified in meeting the current and increasing waste management demand. This feasibility report is prepared to assess environmental feasibility of proposed biomedical waste treatment facility at above address and to suggest measures required to be taken to control pollution, if any and to comply with all applicable environmental regulation for proposed project. Project Cost Cost of the proposed project would be Rs crores. Total capital cost for environmental pollution control measures would be Rs. 1.5 crores and recurring cost per annum would be Rs. 1.0 crores. Unit will provide the following facilities for the treatment of waste. Sr. Facility Capacity Working hours and days Waste to be Handled per month 1. Incinerator 2 nos. 250 kg/hr 20 hr and 365 days 300 MT 2. Autoclave 2 no. 250 kg/hr 10 hr and 365 days 150 MT 3. Shredder 1 nos. 250 kg/day 10 hr and 365 days 75 MT Requirements of the Project Land: Around 5,940 m 2 land from G.I.D.C-Chhatral is already acquired for the Common Bio- Medical Waste Treatment and Disposal Facility. Water: Source of water will be GIDC. Total water requirement for proposed project will be 33.0 KLD. Water requirement is mainly for Washing 3.0, Scrubbing 15.0, Autoclave 2.0 KLD, Domestic 7.0 KLD (3.0 KLD in Construction phase and 4.0 KLD for Operational Phase) and for gardening 6.0 KLD. Electrical Energy: Total power requirement for the proposed project will be around 500 KVA which will be sourced from Uttar Gujarat Vij Company Limited (UGVCL). In case of emergency 2 nos. of 300 KVA D. G. set shall be installed.

3 Fuel: Diesel requirement for incinerator is 60 Lit/hr and Diesel requirement for D.G.Set will be 20 Lit/hr. Diesel Source: nearest petrol pump or through tanker Manpower: S. Status Construction Operation Skilled Unskilled Skilled Unskilled 1 Proposed Total SOURCES OF POLLUTION AND CONTROL MEASURES STACK DETAILS Sr. 1 2 Stack Attached to Incinerator (2 250 kg/hr) D.G.Set (2 300 KVA) Fuel Used Diesel Stack Height 30 m 15 m Pollution Control System Quencher Wet scrubber Droplet separator Adequate Stack Height POLLUTANTS (CPCB LIMIT) PM 150 mg/nm 3 NOx 400 mg/nm 3 HCl 50 mg/nm 3 Total Dioxins and Furans 0.1 ng TEQ/Nm 3 (at 11 % O 2 ) Hg 0.05 mg/nm 3 PM 150 mg/nm3 SO X 100 ppm NO X 50 ppm WASTE WATER GENERATION AND ITS TREATMENT: Total 19.8 KLD effluents will be generated. From this, 2.8 KLD domestic effluent will be disposed through Septic Tank & Soak pit system while, 17.0 KLD industrial effluent will be treated in ETP having primary and tertiary treatment and treated water will be reused in scrubbing and washing.

4 SOLID/HAZARDOUS WASTE GENERATIION AND ITS DISPOSAL Sr. Waste Waste Category Source Of Waste Quantity Generation Management 1. Used oil 5.1 Machineries 300 Lit/Year Collection, storage and reuse as lubricants in plant within the premises only and/or send to authorized recyclers. 2. Incinerator Ash 37.2 Incinerator 15.0 MT/Month Collection, Storage, 3. ETP Sludge 35.3 ETP 21.0 MT/Month Transportation and sent to TSDF for final disposal. 4. Disinfected materials (Shredded plastic, glass etc.) 5. Encapsulated Waste (sharps, containers of mercury waste) Non- Hazardous - Shredding 75.0MT/Month Send to authorized recycler. Process 0.3 MT/Month Send to TSDF for final disposal. GREEN BELT DEVELOPMENT About 1,960 sq.m area i.e. 33 % of total plant area shall be developed as green belt at plant boundary, road side, around offices & buildings and Stretch of open land.

5 INDEX CHAPTER-1 CHAPTER-2 CHAPTER-3 CHAPTER-4 CHAPTER-5 CHAPTER-6 INTRODUCTION OF THE PROJECT PROJECT DESCRIPTION SITE ANALYSIS PLANNING BRIEF PROPOSED INFRASTRUCTURE REHABILITATION AND RESETTLEMENT (R & R) PLAN

6 CHAPTER-1 1 INTRODUCTION OF THE PROJECT 1.1 IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT M/s. CARE BMW Incinerator is involved in Common Bio medical waste treatment facility since 2002 at Sartej, Gandhinagr with capacity of 250 kg/h. During year , facility collected and disposed around 1140 MT (Incinerable & Non-Incinerable biomedical waste) and in last year , facility has collected 1165 MT from 1500 member health care units located in Gandhinagar, Ahmedabad, Nadiad and Anand region. Considering above and future scenario there is a need of expansion in biomedical waste treatment and disposal facility. Expansion in this facility is not possible due to space constraint and surrounding environment and hence management has decided to shift this facility in notified industrial area i.e. Chhatral GIDC with additional capacity of incinerator, autoclave and Shredding. The proposed site is located at Survey Block 3013/B, 3014/A, 3014/B, Chhatral, G.I.D.C, Taluka: Kalol, Dist: Gandhinagar, Gujarat The proposed project is well justified in meeting the current and increasing waste management demand. Total plot area of the project is m 2 from which around 1,960.0 m 2 (33%) will be developed as greenbelt. The estimated cost of the proposed project is Rs crore. Total budget allocation towards Environmental Management Facilities will be Rs. 1.5 crore. Total 30 personnel will be required, including skilled persons, unskilled persons and office staff for operational activity. 1.2 PROMOTERS BACKGROUND 1. Shrimati Sonal Uday Patel 2. Shrimati Pushpaben Kanaiyalal Patel 1.3 BRIEF DESCRIPTION OF NATURE OF THE PROJECT Proposed project is Common Bio-medical Waste Incineration facilities at Survey Block 3013/B, 3014/A, 3014/B, Chhatral, G.I.D.C, Taluka: Kalol, Dist: Gandhinagar, Gujarat The facility will collect Bio-medical from various hospitals, clinics and medical stores from Chhatral, Anand, Nadiad and Ahemdabad District. Collected bio-medical waste will be treated and disposed through incineration, autoclaving and shredding facility. 1.4 NEED FOR THE PROJECT The Gujarat region is expected to continue with increased focus on development and infrastructure activity. The current growth trends are expected to continue Bio-Medical Waste management has become a major concern worldwide for its serious health and environmental implications. In absence of a waste treatment facility, the biomedical waste lands up in Municipal landfill and open grounds. Hence, it is necessary to establish/provide treatment facility in state to curb the menace and danger posed by irregular dumping of biomedical waste. The problem of bio-medical waste disposal in the hospitals and other healthcare establishments has become an issue of increasing concern, prompting hospital administration to seek new ways of scientific, safe and cost effective management of the waste, and keeping their personnel informed

7 about the advances in this area. The need of proper hospital waste management system is of prime importance and is an essential component of quality assurance in hospitals. 1.5 EMPLOYMENT GENERATION Total required Skilled & unskilled employment will be 50 personal. S. Status Construction Operation Skilled Unskilled Skilled Unskilled 1 Proposed Total 20 30

8 CHAPTER-2 PROJECT DESCRIPTION 2.1 TYPE OF PROJECT Proposed project is Common Bio-medical Waste Incineration facilities at Survey Block 3013/B, 3014/A, 3014/B, Chhatral, G.I.D.C, Taluka: Kalol, Dist: Gandhinagar, Gujarat The facility will collect Bio-medical from various hospitals, clinics and medical stores from Chhatral, Anand, Nadiad and Ahemdabad District. Collected bio-medical waste will be treated and disposed through incineration, autoclaving and shredding facility. The unit has proposed capacity of incinerator-500 kg/hr; autoclave-500 kg/hr and shredding-250 kg/hr.the proposed project is well justified in meeting the current and increasing waste management demand. 2.2 LOCATION Location of the proposed Common Bio-Medical Waste Treatment and Disposal Facility of M/s. CARE BMW Incinerator is at Survey Block 3013/B, 3014/A, 3014/B, Chhatral, G.I.D.C, Taluka: Kalol, Dist: Gandhinagar, Gujarat FIGURE 2.1: DETAILED MAP OF MEHSANA DISTRICT SHOWING PROJECT LOCATION

9 FIGURE 2.2: GOOGLE IMAGES OF THE PROJECT SITE

10 Table-2.1: CO-ORDINATES OF ALL CORNERS OF THE SITE Identification Latitude Longitude 23 17'31.44"N 72 26'40.92"E '32.28"N 72 26'42.37"E '32.92"N 72 26'42.37"E '30.86"N 72 26'42.84"E '30.24"N 72 26'39.77"E Table-2.2: Salient Features in the Surroundings Area of the Site Sr. Feature Description 1. Address Survey Block 3013/B, 3014/A, 3014/B, Chhatral, G.I.D.C, Taluka: Kalol, Dist: Gandhinagar, Gujarat Temperature Range 24 C 38 C 3. Annual Rainfall mm 4. Nearest Airport Ahmedabad Airport at 31 km in SE direction 5. Nearest Road SH-41 at 0.57 km in W direction 6. Nearest Railway Station Kalol Junction at 8.01 km in SE direction 7. Nearest Village Bileshvarpura at 0.7 km in NNW direction 8. Nearest City Chhatral City at 0.85 km in SW direction 9. Seismic Zone Seismic Zone-III 10. National Park and / Sanctuary None within 10 km radius from project site. 2.3 Details of Alternate sites considered and the basis of selecting the proposed site ALTERNATE SITES: There was two alternative site examine for the project activity 1) Viramgam- Not consider as increase in transportation from collection points. 2) Santej- There is high populated residential area near the site, so that the site is not viable for expansion Selection of the Proposed Site: The selected site at Chhatral Industrial area based on certain parameters such as characteristics of land, geology, hydro-geology, ground water conditions and ecological considerations, economically viable for collection of industrial waste etc.

11 2.4 MAGNITUDE OF OPERATION Total plot area of the project is m 2 from which around 1,960.0 m 2 (33%) will be developed as greenbelt. The estimated cost of the proposed project is Rs crore. Sr. Facility Capacity Working hours and days Waste to be Handled per month 1. Incinerator 2 nos. 250 kg/hr 20 hr and 365 days 300 MT 2. Autoclave 2 no. 250 kg/hr 10 hr and 365 days 150 MT 3. Shredder 1 nos. 250 kg/day 10 hr and 365 days 75 MT 2.5 PROCESS DESCRIPTION PROCESS DESCRIPTION FOR BIO-MEDICAL WASTE: INCINERATOR Incineration is to burn the waste to ashes through a combustion process. Complete combustion is achieved when all hydrocarbons have been destroyed and are converted to H 2 O & CO 2. Incinerator consists a primary chamber and secondary chamber. In the primary chamber combustion takes place in sub stochiometric condition (starved air combustion). In the secondary chamber sufficient dwell time is provided for the complete combustion to take place. The incineration chamber is lined suitably to maintain low skin temperature. The heat release from the burners vaporizes the organics and moisture present in the waste. The feeding of waste into the chamber is done through a conveyor belt. Feeding starts only when chamber temperature is 800 C. Modulating the fuel firing controls the temperature and combustion inside the chamber. The dilution air provides the minimum required oxygen potential for the heavy organic compounds. The vapors of the organics and moisture are released at a temperature of 800 C the chamber temperature ensures part oxidation of organics. The heating of the waste will be due to direct flame. The flue gases with organic vapors from primary chamber enters the secondary chamber where complete thermal oxidation is ensured at temperatures ranging from 1050 C±50 C upper excess airconditions which ensure enough oxygen potential. SCRUBBING SYSTEM Ventury scrubber is widely used as high efficiency, high energy gas cleaning devices. The heart of the system is a ventury throat where gases passes through this at a high velocity and then passes through an expansion section. Because of this high velocity at throat, proper mixing of gas and liquid takes place to clean the gases effectively. The scrubber is of ventury type having reduced throat in between convergent and divergent portions. The scrubbing action is achieved by spraying scrubbing liquid from top of the ventury. Droplet separator is/will be provided to avoid water carry over. SHREDDER In order to shred the oversized bulky materials for effective combustion shredder is used. The shredder is equipped with hopper of adequate size to accept the material to be shredded. The hopper is also provided with a lid which can be locked during operation. The hopper is well designed to take care of volume and weight of the material. The hopper directs the materials to the cuttings chamber. Both main and side shafts are pivoted on bearings on cutting chamber end plates. The speed of the

12 main shaft is less than 40 rpm and that of the side shaft is less than 35 rpm. The knives/cutters are fitted on shaft, which rotate in opposite direction to achieve necessary shredding action. Below the shredder there is an enclosure for bins to be kept for collecting shredded material. The enclosure has a door. Once the hopper lid and enclosure door is closed, shredder operates as a closed system. This also avoids any dust generation etc. AUTOCLAVE In an autoclave the infectious waste is sterilized with steam. For effective and efficient sterilization the degree of steam penetration will be of utmost importance. The autoclave is equipped with a solid-state microprocessor based controller for automatic regulation of the sterilization temperature. Special isolation is provided against temperature and moisture. The system is programmed to carry out the sterilization program automatically to ensure the desired accuracy and repeatability. FIGURE: 2.3 PROCESS FLOW CHART OF BIO-MEDICAL WASTE

13 FIGURE: 2.4 PROCESS FLOW CHART OF BIO-MEDICAL WASTE

14 2.6 DETAILS OF WASTE TO BE COLLECTED WITH THEIR SOURCE & TRANSPORTATION Major sources of Bio-Medical wastes are hospitals, clinics, nursing homes, Animal houses, dispensaries, pathological laboratories, blood banks, clinical establishments, research or educational institutions, health camps, medical or surgical camps, vaccination camps, blood donation camps, first aid rooms of schools, forensic laboratories and research labs located in Ahmedabad, Anand and Nadiad and surrounding area. As a matter of consequence, a need is arising to develop a common environmental infrastructure to treat and dispose the waste. All the following waste will be transported through road in designated vehicle and stored as per the BMW rule. S. Type of Waste 1. Yellow Waste (Human/ Animal Anatomical Waste, Soiled Waste, Expired or Discarded Medicines, Chemical Waste, Discarded mattresses, bedding etc., Chemical Liquid Waste, Microbiology, Biotechnology and other clinical laboratory waste) 2. Red Waste (Contaminated Waste(Recyclable)) 3. White Waste (Waste sharps including Metals) 4. Blue Waste (Glassware, Metallic Body Implants) Mode of storage Designated storage shed Designated storage shed Designated storage shed Designated storage shed 2.7 RESOURCE OPTIMIZATION/RECYCLING AND REUSE The entire wastewater will be treated in ETP then it will be reused for floor washing, scrubbing and gardening/green belt. The treated effluent recycled for the use in scrubber will not be treated with hypochlorite solution. The plastic waste after disinfection & shredding is given to registered recyclers. 2.8 AVAILABILITY OF LAND, WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND UTILITY SOURCE LAND Proposed Common hazardous waste site shall require 5940 Sq.Mt. develop complete industrial infrastructure i.e. admin building, Laboratory, waste storage area, treatment facilities, fire hydrant and other ancillary amenities etc. The proposed project will doesn t change the current land use, but will change land cover or topography as presently land is used for an industrial activities Land possession is already available with project proponent.

15 Table: Land Requirement SR. SIZE NAME OF UNITS NOS. NO. (SQ.M.) 1 Security cabin Treatment building Weigh bridge Incinerable waste storage room Autoclavable waste storage room Ash storage room Treated waste storage room Toilet block Office block Vehicle block Vehicle washing area ETP area Sharp pit Staff rest room Chimney foundation Transformer area Green belt area Internal road Open area Plot area WATER REQUIREMENT AND ITS SOURCE Total water requirement for proposed project will be 33.0 KLD. Water requirement is mainly for Washing 3.0, Scrubbing 15.0, Autoclave 2.0 KLD, Domestic 7.0 KLD (3.0 KLD in Construction phase and 4.0 KLD for Operational Phase) and for gardening 6.0 KLD. Entire water will be sourced from GIDC. WATER CONSUMPTION (KL/Day) Purpose Construction Phase Operational Phase Total (A) Domestic (B) Industrial 1. Process (Autoclave) Scrubbing Washing Total Industrial (C) Green Belt Total (A+B+C)

16 2.8.2 POWER REQUIREMENT AND ITS SOURCE Total power requirement for the proposed project will be around 500 KVA which will be sourced from Dakshin Gujarat Vij Company Limited (DGVCL). In case of emergency 2 nos. of D. G. set of 300 KVA shall be installed UTILITY & FUEL Concrete mixers, trucks, earth moving machines, water tanker, roller etc. shall be used during construction phase. All construction machineries will be diesel (HSD) operated and consumption will be 80.0 Ltr/hr. Crain, waste spreading machines, water tanker etc. shall be used for operation activities. S. Fuel Requirement Source Transportation 1. Diesel for Incinerator 60 Lit/hr Local Market By Road 2. HSD For D. G. Set 20 Lit/hr Local Market By Road Sl. TECHNICAL SPECIFICATIONS OF INCINERATOR Incinerator 1) For Bio-Medical waste Incinerator: Design Details 1 Type of waste Bio Medical Waste 2 Auxiliary Fuel Diesel Specifications 3 Type of Burner Operation Monoblock fully automatic burners 4 Temperature Primary Chamber Secondary Chamber Primary Chamber C ±50 0 C C ± 50 0 C 1 Type Static Solid Hearth 2 Material of Thickness Mild Steel, 5mm thick 3 Refractory thickness 115mm thick 4 Material. Refractory bricks confirming to IS-8 5 Temperature resistance C 6 Insulation thickness 115mm thick 7 Material Insulation bricks IS Waste Charging Automatic through Hydraulic Ram Pusher Hydraulic Power pack 5HP 9 Ash Removal Manual Secondary Chamber

17 Sl. Design Details 1 Type Static Solid Hearth Specifications 2 Material of Thickness Mild Steel, 5mm thick 3 Refractory thickness 115mm thick 4 Material Refractory bricks confirming to IS Temperature resistance C 6 Insulation thickness 115mm thick 7 Material Insulation bricks IS-2042 Emergency Stack 1 MOC Mild Steel, 3mm thick 2 Refractory 45mm thick castable 3 Insulation 80mm thick castable Quencher 1 MOC of outer body Mild Steel refractory lined from inside 2 Water Circulation system Provided with centrifugal pump 3 Purpose To reduce flue gas temperature before venturi scrubber Venturi Scrubber- (APCD) 1 Type High pressure jet type 2 MOC Stainless Steel 316L 3 Temperature of the outlet C 4 Scrubbing Media Water with 5% caustic Re-Circulation Pump 1 Type Centrifugal 2 MOC SS /PP 3 Piping PPR Droplet separator and Recirculation Tank (Integral) 1 Type Cyclonic 2 Application To separate water droplets from flue gases 3 MOC Mild Steel Rubber lined 3mm thick Mist Eliminator 1 MOC Mild Steel rubber lined 2 Purpose To remove the water droplet from the gases

18 Sl. I.D. Fan Design Details Specifications 1 Type High pressure Centrifugal type 2 MOC Stainless Steel Impeller and Mild Steel rubber lined casing 3 Drive Belt driven Dioxin Control System 1 Applicability Remediation technologies of Dioxin & Furan 2 Cleaning Manual 3 Type Fixed, modular 4 Removal To control dioxin and furans, Odour Combustion Fan 1 Type Centrifugal 2 Modulation Manual damper control 3 MOC Mild steel 4 Drive Direct drive Burner 1 of Burners As per our standard design of incinerator 2 Type Mono block fully automatic oil fired 3 Fuel Diesel Fuel Storage Tank 1 MOC & Capacity Mild Steel, suitable capacity 2 Other Standard Accessories Diesel Oil level indicator, piping with valves & N. R. Valve 3 Visual Checking of Fuel Provided Control Panel 1 Type PLC with SCADA 2 MOC CRCA Sheet 3 Type of temperature controller Digital 4 Finish & Painting type Powder coated 5 Audio-visual alarm system Provided Common chimney of 30 meters Height

19 Sl. Design Details 1 MOC Mild steel 2 Type Self-supporting Specifications 3 Height 30 meters from ground level 4 Ladder Provided 5 Other Standard Accessories The chimney is painted externally with two coats of heat resistant aluminium paint 6 Ladder Spiral cage up to inspection platform and monkey cage ladder for rest height of the chimney 7 Inside Protection 3mm thick rubber lining from inside QUANTITY OF WASTES TO BE GENERATED (LIQUID AND SOLID) AND ITS MANAGEMENT / DISPOSAL WASTEWATER GENERATION Total 19.8 KLD effluents will be generated. From this, 2.8 KLD domestic effluent will be disposed through Septic Tank & Soak pit system while, 17.0 KLD industrial effluent will be treated in ETP having primary and tertiary treatment and treated water will be reused in scrubbing and washing. Refer water balance diagram given as Figure-2.5. WASTE WATER Purpose GENERATION (KL/Day) (A) Domestic 2.8 (B) Industrial 1. Process (Autoclave) Scrubbing Washing 3.0 Total Industrial 17.0 (C) Green Belt 0.0 Total (A+B+C) SOLID HAZRDOUS WASTE GENERATION Sr. Waste Waste Category Source Of Waste Quantity Generation Management 1. Used oil 5.1 Machineries 300 Lit/Year Collection, storage and reuse as lubricants in plant within the premises only and/or send to authorized recyclers. 2. Incinerator Ash 37.2 Incinerator 15.0 MT/Month Collection, Storage,

20 Sr. Waste Waste Category Source Of Waste Quantity Generation Management 3. ETP Sludge 35.3 ETP 21.0 MT/Month Transportation and sent to TSDF for final disposal. 4. Disinfected materials (Shredded plastic, glass etc.) 5. Encapsulated Waste (sharps, containers of mercury waste) Non- Hazardous - Shredding 75.0MT/Month Send to authorized recycler. Process 0.3 MT/Month Send to TSDF for final disposal.

21 FIGURE: 2.5 WATER BALANCE DIAGRAM Total Water Consumption 30 (13+17) KLD Domestic Water 4 KLD Greenbelt 6.0 KLD Industrial Activity 20 KLD Domestic Water generation 2.8 KLD Water for Washing 3 KLD Water for Scrubbing & Autoclave 17.0 KLD Disposed through soak pit Waste Water Generation 17 KLD Treated in ETP 17 KLD After Treatment, sludge collection treated water use for process 17 KLD

22 CHAPTER-3 SITE ANALYSIS 3.1 CONNECTIVITY RAIL The nearest railway station is Kalol Junction, which is around 8.01 km in South West direction from the project site ROAD The site is well connected by road network to all the key places. The major highway passing near the project site is SH-41 is around 0.57 km in West direction and NH-8C is around km in SE direction from the project site AIR The nearest airport from the project site is Ahmedabad Airport. The distance of airport from project site is around 31.0 km in South West direction COMMUNICATION Proposed project site is located in Chhatral GIDC area which is already well connected with telephone, telefax etc. all the communications facilities are well developed in the area. 3.2 TOPOGRAPHY Topography of the land is plain. 3.3 EXISTING LAND USE PATTERN There is no Forest, National park; Wild life sanctuary within a radius of 10 km. Details of existing land use is given in the following table: DETAILS OF EXISTING LAND USE SR.NO. PARTICULAR NAME & ITS DISTANCE 1. Nearest National Highway NH-8C at km in SE direction 2. Nearest city Chhatral at 1.0 km in S direction 3. Nearest Railway station Kalol Junction at 8.01 km in SE direction 4. National park/reserve Forest, Biosphere, etc. None within 10 km 3.4 EXISTING SOCIAL STRUCTURE Project site is located at a distance of around 0.85 km from Chhatral City. All the infrastructures are available within city like Schools, Hospitals & community facilities even nearby area of the project site is also developed.

23 CHAPTER-4 PLANNING BRIEF 4.1 PLANNING CONCEPT M/s. CARE BMW Incinerator have planned to establish CBWTF at Survey Block 3013/B, 3014/A, 3014/B, Chhatral, G.I.D.C, Taluka: Kalol, Dist: Gandhinagar, Gujarat LAND USE PLANNING The plant general Layout has been planned considering Incineration, autoclaving and shredding facilities, Treated and untreated waste storage area and plant utilities & services. The total plot area is m 2. Land use shall be as build up area of buildings, storage facility, greenbelt, open land etc., these kinds of facilities will be developed. 4.3 AMENTIES / FACILITIES Adequate storage facility for untreated and treated waste, machinery spares and consumables shall be provided. Time and security offices shall be provided in the plant. To avoid fire hazard, internal fire hydrants system in all major plant unit will be provided.

24 CHAPTER-5 PROPOSED INFRASTRUCTURE 5.1 INDUSTRIAL AREA The company has already acquired total land area of m 2 in which company will establish the whole facility. 5.2 GREEN BELT The main objective of the green belt is to provide a barrier between the source of pollution and the surrounding areas. The green belt helps to capture the fugitive emission and to attenuate the noise generated apart from improving the aesthetics. Development of green belt and other forms of greenery shall also prevent soil erosion and washing away of topsoil besides helping in stabilizing the functional ecosystem and further to make the climate more conducive and to restore water balance. The company will develop green belt area with Lawn, trees, plants and flowers spread across about 33% of the total area i.e. 1,960 m 2. Green belt shall be developed at plant boundary, road side, around offices & buildings and Stretch of open land. The selection of tree species suitable for plantation at the industry are governed by guiding factors as stated below: The trees should be tolerant to air pollutants present in the area The trees should be able to grow and thrive on soil of the area, be evergreen, inhabitant, having minimum of leaf fall, aesthetically valuable. The trees should be tall in peripheral curtain plantation and with large and spreading canopy in primary and secondary attenuation zone. The trees should posses extensive foliar area to provide maximum impinging surface for continued efficient adsorption and absorption of pollutants. The trees should be fast growing and indigenous and should maintain ecological, land and hydrological balance of the region. It is also recommended to plant few trees, which are sensitive to air pollution, as air pollution indicator. It is also recommended to carry out extensive plantation within premises. Keeping in view the climatic conditions, status of soils and vegetation types in and around the project area the species shall be selected for proposed green belt development. 5.3 SOCIAL INFRASTRUCTURE Drinking water facility, Canteen, proper sanitation, etc. will be provided to the workers working in plant. 5.4 CONNECTIVITY Proposed location of the plant is already well connected with the network of road & rail. So there is no need to construct any new road or rail for the transportation.

25 5.5 WASTE WATER MANAGEMENT Total 19.8 KLD effluents will be generated. From this, 2.8 KLD domestic effluent will be disposed through Septic Tank & Soak pit system while, 17.0 KLD industrial effluent will be treated in ETP having primary and tertiary treatment and treated water will be reused in scrubbing and washing. 5.6 INDUSTRIAL SOLID WASTE MANAGEMENT From the proposed project activity there shall be generated mainly Used Oil, Incineration Ash from Bio-medical waste incinerator, ETP Sludge and Disinfected materials.

26 CHAPTER-6 REHABILITATION AND RESETTLEMENT (R & R) PLAN The project is located on private land, which is already acquired and there is no habitat. So the project proposal does not involve any Rehabilitation & Resettlement.

27 CHAPTER-7 PROJECT SCHEDULE & COST ESTIMATES 7.1 TIME SCHEDULE FOR THE PROJECT Implementation of Project within a pre-determined time frame is an important factor for the success of a project. Timely implementation saves on various costs like interest, administrative overheads and helps to realize the goals as per pre-determined objectives. Implementation of Project involves coordination of different activities at various levels of the firm and amongst different outside agencies. From the date of start, the implementation schedule envisages completion of project in 12 months. 7.2 ESTIMATED PROJECT COST Cost of the proposed project would be Rs crores. Total capital cost for environmental pollution control measures would be Rs. 1.5 crores and recurring cost per annum would be Rs. 1.0 crores Total Cost of with bifurcation is as under: Sr Description Cost (Rs.) 1. Land 8.0 Crore 2. Site development 0.3 Crore 3. Building 0.8 Crore 4. Plant & Machinery 2.8 Crore 5. Environmental protection measures 1.5 Crore 6. Preoperative expense 0.6 Crore 7. Unpredictable expense 0.2 Crore 8. Working capital margin 0.8 Crore Total 15.0 Crores 7.3 BUDGETORY PROVISIONS FOR EMP Adequate budgetary provisions have been made by the management for execution of environmental management plans. The details of capital and recurring (per annum) budget earmarked for pollution control / monitoring equipment; operation and maintenance of pollution control facilities, for greenbelt development and maintenance. COST OF ENVIRONMENTAL PROTECTION MEASURES SR. NO. PARTICULATES RS. IN LACS 1. Capital Expenditure 1.5 cr 2. Recurring expenditure on environmental management cell and on pollution control systems per annum. 1.0 cr

28 CHAPTER-8 ANALYSIS OF PROPOSAL 8.1 FINANCIAL AND SOCIAL BENEFITS The total cost of the proposed project is estimated at about Rs. 3.0 crores for the installation of plants & machinery along with required auxiliary and balancing facilities. For the coming of this project surrounding area will get developed due to this project and through the Corporate Social Responsibility (CSR) activities, socio-economic status of the region will also get developed.