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Table of Content

S. No. Title Page No. 1. Form 1 1-20 1.1 Basic Information 1-2 1.2 Activity 3-17 1.3 Environmental Sensitivity 17-20 2. Form 1A 21-57 2.1 Land Environment 21-31 2.2 Water Environment 31-42 2.3 Vegetation 42-43 2.4 Fauna 44 2.5 Air Environment 44-47 2.6 Aesthetics 47-48 2.7 Socio-Economic Aspects 48-49 2.8 Building Materials 49-50 2.9 Energy Conservation 51-55 2.10 Environment Management Plan (Emp) 55-57 3. Conceptual Plan 58-94 3.1 Introduction 58 3.2 Site Location, Surroundings and Connectivity 58-61 3.3 Area Statement 61-62 3.4 Population Details 62-63 3.5 Water Requirement 63-80 3.6 Rain Water Harvesting 80-83 3.7 Parking Facilities 83-84 3.8 Power Requirement 84-85 3.9 Solid Waste Generation 85-89 3.10 Green Area 90 3.11 Details of Construction Materials 90-91 3.12 List of Machinery to Be Used During Construction Phase 92 FORM-1 [AS PER EIA NOTIFICATION 2006, MODIFICATION IN 2009, 2011, 2015, 2016 and thereof]

(I) Basic Information S. No. Item Details 1. Name of the project/s Construction of “500 bedded Government Hospital, Palamu, Jharkhand 2. S. No. in the schedule 8(a) Building and Construction Projects 3. Proposed capacity /area /length Total Plot Area: 98621.85 Sq Meter (24.4 Acres) /tonnage to be Breakup of 24.35 Acres: handled/command area/lease • area/number of wells to be 12 acre for Medical college drilled. • 12.35 acre for Hospital Built up Area of the hospital: 63096.4 Sq m.(EC applied for) 4 New/Expansion/Modernization New 5. Existing Capacity/Area etc. Nil 6. Category of Project i.e. ‘A’ or 8(a) ‘B’ 7. Does it attract the general No condition? If yes, please specify. 8. Does it attract the specific No condition? If yes, please specify. 9. Location At Medininagar, Thana no. 205 Plot/Survey/Khasra No. Plot no. 1375 Village Pokhraha Khurd District Palamu State Jharkhand 10. Nearest railway station/airport Daltonganj/ Medininagar Railway Station is about 3.67 along with distance in kms. km in South-West direction from the project site. Birsa Munda Airport (Ranchi Airport), Ranchi is about 147.0 km in South-East direction from the project site. 11. Nearest Town, city, District Nearest Town Medininagar/ Daltonganj City is located Headquarters along with about 2.27 km from the project site. distance in kms. 12. Village Panchayats, Zilla District Headquarters: Medininagar Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given) 13. Name of applicant Mr. Lalit Kumar Tibrewal (General Manager) Jharkhand State Building Construction Corporation Ltd

1 14. Registered Address 104/D, Rd Number 1, Ashok Kunj, Kadru, Ashok Nagar, Ranchi, Jharkhand 15. Address for correspondence Name Mr. Lalit Kumar Tibrewal (Project Proponent) Designation General Manager (Owner/Partner/CEO) Jharkhand State Building Construction Corporation Ltd. Address 104/D, Rd Number 1, Ashok Kunj, Kadru, Ashok Nagar, Ranchi, Jharkhand Pin Code 834002 E-mail [email protected] Telephone No. 0651-2446257 Fax No. Nil 16. Details of Alternative Sites No alternative site was examined for the proposed examined, if any. Location of project. The Location of the project site is shown on a these sites should be shown on a 10KM Buffer map of the Study Area. topo sheet 17. Interlinked Projects Not Applicable 18. Whether separate application of Not Applicable interlinked project has been submitted? 19. If yes, date of submission Not Applicable 20. If no, reason Not Applicable 21. Whether the proposal involves approval/ clearance under: if yes, details of the same and their (a) The forest clearance was applied with proposal no. status to be given. FP/JH/DISP/41048/2019 dated 12.07.2019. (a) The Forest (Conservation) (b) Not Applicable Act, 1980?

(b) The Wildlife (Protection) (c) Not Applicable Act, 1972? (C) The C.R.Z Notification, 1991? 22. Whether there is any Nil Government Order/Policy relevant/relating to the site? 23. Forest land involved (hectares) 5.0 Ha 24. Whether there is any litigation No Litigation is pending against the project and /or land pending against the project and in the Court of law. /or land in which the project is propose to be set up? (a) Name of the Court (b) Case No.

2 (c) Orders/directions of the Court, if any and its relevance with the proposed project.

(II) Activity 1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.) Details thereof (with approximate Information/Checklist S. No Yes/No quantities /rates, wherever possible) with confirmation source of information data 1.1 Permanent or temporary change Yes Construction of proposed Government in land use, land cover or Hospital at the allotted land parcel at topography including increase in Palamu, Jharkhand will make permanent intensity of land use (with respect to local land use plan). change in the land use pattern of the area. The land use type of this land is forest type. Forest Clearance is applied vide proposal no. FP/JH/DISP/41048/2019 dated 12.07.2019. Acknowledgment slip is attached as Annexure I. NOC from Office of Deputy Commissioner cum District Magistrate have been issued on 27.05.2019 for land allotment. The land document is attached as Annexure II. Land demarcation has been done by Circle Officer, Sadar Medininagar vide letter no 498 dated 17.06.2019. The letter is attached as Annexure III. To add further all construction activities will take place according to sanctioned building plan and Detailed Project Report. 1.2 Clearance of existing land, No The proposed project land is vacant. No vegetation and buildings? clearance of existing land, vegetation and building is required. 1.3 Creation of new land uses? Yes Yes, there will be creation of new land use.

1.4 Pre-construction investigations Yes Geotechnical Soil investigations like bore e.g. bore holes, soil testing? holes and soil testing has been carried out.

3 Geotechnical Investigation Report is attached as Annexure IV. 1.5 Construction works? Yes The construction work to be taken up in hospital premises are as follows: 1. Hospital, UGT, Guard room, Electrical Substation. 2. Development of Internal roads in hospital premises. 3. Utilities/Services like Water Supply, Sewerage and Drainage system. 4. Construction of Rain Water Harvesting Structures and Pits 5. Power supply and back up facility 1.6 Demolition works? No No demolition activity is involved in this project. 1.7 Temporary sites used for Yes A temporary Labor camp is proposed to be construction works or housing of set up for the construction workers. The construction workers? proposed camp will be demolished when the construction work is completed. The labor camp will be provided with residential accommodation, water for drinking and domestic uses, electricity, primary health facilities and toilets. There is a proposal to set up a creche where babies and young children will be cared during the working days. 1.8 Above ground buildings, Yes Above ground building structures include structures or earthworks including Construction of Hospital, Guard Room, linear structures, cut and fill or UGT, STP & ETP and Electrical Substation. excavations

There will be earthwork for the foundation of each structure. The excavated soil will be used for site leveling, back filling and internal road construction. The top soil will be stored in a safe place fully covered so that same could be used for development,

4 within the project site. 1.9 Underground works including No There will no underground work other than mining or tunneling? excavation of earth for preparation of foundation for the various buildings. 1.10 Reclamation works? No Nil 1.11 Dredging? No Nil 1.12 Offshore structures? No Nil 1.13 Production and manufacturing No This is a building construction project. processes? Hence no production or manufacturing activities are involved. 1.14 Facilities for storage of goods or Yes Temporary facilities will be developed materials? during construction phase for storage of construction materials. 1.15 Facilities for treatment or disposal Yes Solid Waste of solid waste or liquid effluents? Construction Phase During the construction phase solid waste will comprise mainly of construction wastes. The construction debris generated will be reused within the site for various construction works. Surplus construction waste will be disposed off through authorized handler according to construction and demolition rules, 2016. Operation Phase During the operation phase solid waste generated will be collected daily by the dedicated and trained housekeeping staff. Twin bin systems will be provided for collection of waste segregated at sources. Recyclable wastes will be sold to authorized vendors and non- recyclable wastes will be disposed off through authorized agency to municipal waste disposal site. Biomedical, Hazardous and E Waste will be

5 handed over to authorized agency. Liquid Effluent Construction Phase During construction phase, sewage will be treated in Mobile STP. Operation Phase The project will generate approx. 241 KLD of Sullage. The STP proposed for the total project is of 550 KLD of SBR technology (developed module wise). The ETP proposed for treatment for the effluents will be of capacity 50 KLD. The requirement of STP capacity for the Hospital component only is 300 KLD provided within the project site premises from which 217 KLD treated waste water will be recovered, which will be recycled within the project site for the purpose of Horticulture, Flushing, D.G Cooling and HVAC which leads to Zero Exit Discharge. 1.16 Facilities for long term housing of No Prior to commencement of construction a operational workers? temporary labour colony will be set up with facilities like housing, water for drinking and domestic uses, electricity, toilet, basic schools, medical facilities, recreation centers etc. A crèche where babies and young children are cared during the working hours will be set up in the labour colony. This will enable the mothers to work in the construction work with no anxiety. The labour colony will be demolished after the construction is over. Also, there will be cabins for guards at every entry-exit gate. 1.17 New road, rail or sea traffic No The site is connected with SH-10, which is during construction or operation

6 about 0.5 Km towards North direction. State highway will be used for the transportation of the construction materials to the site. 1.18 New road, rail, air waterborne or No Nil other transport infrastructure including new or altered routes and stations, ports, airports etc? 1.19 Closure or diversion of existing Nil transport routes or infrastructure No leading to changes in traffic movements? 1.20 New or diverted transmission Nil No lines or pipelines? 1.21 Impoundment, damming, Nil culverting, realignment or other No changes to the hydrology of watercourses or aquifers? 1.22 Stream crossings? No Nil 1.23 Abstraction or transfers of water The total water requirement for the project from ground or surface waters? has been worked out to 411 KLD. Of this, No 195 KLD which will be obtained from the Municipal Corporation. Changes in water bodies or the There will be no negative impact on the 1.24 land surface affecting drainage or No above water bodies due to the construction run-off? of the proposed government hospital. 1.25 Transport of personnel or Yes During the construction phase, there will be materials for construction, to and fro movement of trucks. Adequate operation or decommissioning? parking space within the project site for loading and unloading of materials will be provided. During operational phase adequate parking space i.e. 136 ECS will be provided. 1.26 Long-term dismantling or No No long-term dismantling or decommissioning or restoration decommissioning or restoration work is works? involved in the present project. 1.27 Ongoing activity during No Nil decommissioning which could have an impact on the

7 environment? 1.28 Influx of people to an area in Yes During construction phase there will be either temporarily or temporarily influx of people who are permanently? directly or indirectly engaged in the construction activity. During operation phase, most of the persons expected to visit the place are patients, family members and their friends & relatives. These people are temporary. Besides the above there will be doctors, paramedical staffs, administrative staff who will provide services to the affected persons. 1.29 Introduction of alien species? No Not applicable 1.30 Loss of native species or genetic No Nil diversity? 1.31 Any other actions? No Nil 2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply): Details thereof (with approximate Information/checklist S. No Yes/No quantities /rates, wherever possible) with confirmation source of information data 2.1 Land especially undeveloped or Yes NOC from Office of Deputy Commissioner agricultural land (ha) cum District Magistrate have been issued on 27.05.2019 for land allotment. The land document is attached as Annexure II. Land demarcation has been done by Cirecle Officer, Sadar Medininagar vide letter no 498 dated 17.06.2019. The letter is attached as Annexure III. 2.2 Water (expected source & Yes Water requirement during construction competing users) unit: KLD phase will be met private tankers.

During operation phase waste water will be recycled and reused inside the premises. The total water requirement for the project has been worked out to 411 KLD. Of this,

8 195 KLD, will be supplied by Municipal Corporation and the remaining 217 KLD will be met by recycled treated water.

The treated water will be used for flushing and watering the landscape. 2.3 Minerals (MT) Yes Minerals such as sand and aggregates will be required during the construction phase. 2.4 Construction material – stone, Yes Construction materials such as Cement, aggregates, sand / soil (expected Steel, Stone aggregates, marble, Sand, paint, source – MT) glass etc will be required in the proposed construction project. All the above materials will be procured from reputed licensed vendors. 2.5 Forests and timber (source – MT) No There will be no use of forest and timber. 2.6 Energy including electricity and Yes Power for the proposed project will be fuels (source, competing users) supplied by Jharkhand Bijli Vitran Nigam Unit: fuel (MT), energy (MW) Limited. Maximum Electrical Demand load for grid supply for the proposed project has been worked out to 2921.8 KVA for Hospital Building. As power back up it is proposed to install two DG sets (2 x 1500 KVA) for Hospital building. 2.7 Any other natural resources (use No -- appropriate standard units) 3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health. Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 3.1 Use of substances or materials, Yes Apart from limited quantity of HSD for which are hazardous (as per running DG sets no hazardous chemicals MSIHC rules) to human health or will be used as per MSIHC rules. The HSD the environment (flora, fauna, and will be stored in tank away from the water supplies) hospital building. Waste oil from DG sets will be the only

9 hazardous waste to be generated in the project site. It will be stored carefully in HDPE drums and kept in an isolated place duly covered. The stored waste oil will be sold to a recycler authorized by CPCB/SPCB. 3.2 Changes in occurrence of disease No Proper drainage and waste management or affect disease vectors (e.g. measures will be adopted to check insect or water borne diseases) stagnation of water & accumulation of waste. This is expected to restrict the reproduction and growth of vector borne diseases in the project area. 3.3 Affect the welfare of people e.g. No Not Applicable. by changing living conditions? 3.4 Vulnerable groups of people who No Nil could be affected by the project e.g. hospital patients, children, the elderly etc., 3.5 Any other causes No Nil 4. Production of solid wastes during construction or operation or decommissioning (MT/month) Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 4.1 Spoil, overburden or mine wastes No The excavated top soil will be stored in a safe place duly covered so that it is not blown away by fast blowing wind. The top soil will be used in horticulture development. 4.2 Municipal waste (domestic and or Yes The total waste generated will be 941 commercial wastes) Kg/day. (approx,) S. No Waste Quantity Kg/day 1 Biomedical 235.25 (25%) waste Rest remaining MSW 705.75 kg/day 2 Biodegradable 352.875 (50%) waste - 3 Non 282.30 (40%) biodegradable

4 Other inert 63.51 (9%) waste 5 E-waste 7.05 (1%) The waste will be handover to authorized

10 vendor.

4.3 Hazardous wastes (as per Yes The waste oil from DG sets will be the only Hazardous Waste hazardous waste to be generated in the Management Rules) project site. It will be stored carefully in HDPE drums and kept in an isolated place duly covered. The stored waste oil will be sold to a recycler authorized by CPCB/SPCB. Drip trays, concrete surface and Secondary Containments will be provided to prevent spillage and leakage of used oil from the storage drums. 4.4 Other industrial process wastes No Not applicable 4.5 Surplus product No Not applicable 4.6 Sewage sludge or other sludge Yes Dried sludge from the STP will be used as from effluent treatment manure for horticulture development. Surplus manure will be sold to farmers. 4.7 Construction or demolition Yes Construction wastes refer to unwanted wastes materials produced directly or incidentally during the course of construction of a building. During the construction period there will be generation of construction wastes namely excavated soil, bricks, concrete, gunny bags, cardboards, insulation, nails, electrical wiring, reinforcing bars, wood, plaster, scrap metal, cement, bricks etc. All these materials may be damaged or unused, but can be recycled or reused in other forms. Hence, the above materials will be collected in a dumpster for use in back filling, roadwork, manholes etc. The gunny bags and cardboards will be sent to authorize recycler. The unused waste will be sent to land fill site through authorized

11 vender or municipality. 4.8 Redundant machinery or No Not applicable equipment 4.9 Contaminated soils or other No Not applicable materials 4.10 Agricultural wastes No Not applicable 4.11 Other solid wastes No Not applicable 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr) Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 5.1 Emissions from combustion of Yes During construction phase emission will be fossil fuels from stationary or generated from fugitive dust and movement mobile sources. of trucks for loading and unloading of construction material. During operation phase main source will be use of DG set. 5.2 Emissions from production No Not applicable since it is the hospital processes project. 5.3 Emissions from materials Yes Emissions will be generated from fugitive handling including storage or sources during transport and handling of transport. construction materials. Such emissions will be temporary and controlled by the use of water sprinkling and other viable techniques like covering of loose material. 5.4 Emissions from construction Yes During the construction phase, major activities including plant and emission will be in the form of fugitive equipment dust, use of DG sets and transportation of construction materials. 5.5 Dust or odors from handling of Yes The project will cause rise in dust levels materials including construction during construction phase. Hence, following materials, sewage and waste steps will be taken to reduce dust generation during construction period: • Use of Ready Mixed Concrete to reduce material handling & dust generation. • Tarpaulins will be used to cover trucks carrying soils and debris. • Water sprinkling will be carried out at regular intervals to reduce dust emissions. • Dust generated during operation

12 period will be minimal due to vegetated and hard surface of the area. • The STP proposed for the total project is of 550 KLD of SBR technology (developed module wise). • The ETP proposed for treatment for the effluents will be of capacity 50 KLD. • The requirement of STP capacity for the Hospital component only is 300 KLD. • The wastewater estimated for the hospital component is 241 KLD which will be treated in STP. • There will be separate and dedicated lines of plumbing from OT, Labs and other photogenic sources that are high in COD will be diverted to ETP. • The proposed ETP is designed to meet the discharge standards of landscaping and horticulture. • The biomedical waste generated during operation phase will be disposed off through registered Common Bio-medical Waste Treatment and Disposal Facilities (CBWTF) in the region. 5.6 Emissions from incineration of No No incineration process is involved in the waste proposed construction project. 5.7 Emissions from burning of waste No Burning of substances including biomass, in open air (e.g. slash materials, slash materials and/or construction debris construction debris) will be strictly prohibited 5.8 Emissions from any other sources No Nil 6. Generation of Noise and Vibration, and Emissions of Light and Heat: Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 6.1 From operation of equipment e.g. Yes Noise is expected to be generated during engines, ventilation plant, construction phase mainly from operation of crushers heavy machinery, DG sets, and incoming and outgoing traffic. For control of noise following measures will

13 be adopted: • Properly maintained equipment with mufflers will be used. • High noise generating construction activities will be carried out only during day time. Workers working near high noise generating construction machinery will be supplied with ear muffs/ear plugs. During operation period noise from operation of DG sets is envisaged. However, the generator sets installed will operate at noise level less than 75 dB (A) as the generators will be placed either in acoustic chambers or a canopy as per CPCB norms. Besides the above the DG sets will operate only during power failure or power blackout. 6.2 From industrial or similar No Not applicable processes 6.3 From construction or demolition Yes Due to various construction activities, there will be short-term noise impacts in the immediate vicinity of the project site. The construction activities will include the following noise generating activities: • Concreting, mixing • Operation of DG sets • Vehicle movement. 6.4 From blasting or piling No Blasting or Piling is not involved in the present project. 6.5 From construction or operational Yes Construction Phase traffic During the construction period use of heavy machinery may cause some amount of noise and vibration above existing levels but no light and heat. However, the noise so

14 produced will be intermittent and of varying levels. For control of noise following measures will be adopted: • Properly maintained equipment with mufflers will be used in construction activities. • High noise generating construction activities will be carried out only during day time. • All workers using high noise generating machinery will be supplied with ear muffs/ear plugs Operation Phase: Parking of cars and other vehicles will be restricted only in the designated parking areas. This will help in reducing noise pollution created due to traffic congestion. Blowing of horns in the hospital campus will be strictly banned. There will be dense peripheral tree plantation and soft vegetation in the project area. This will help in reduction of noise level and improve air quality. 6.6 From lighting or cooling systems No Nil 6.7 From any other sources No Nil

7. Risks of contamination of land or water from release of pollutants into ground or into sewers, surface waters, groundwater, coastal waters or the sea: Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 7.1 From handling, storage, use or Yes The waste oil generated during operation spillage of hazardous materials phase from the DG sets will be collected and stored separately in HDPE drums at isolated storage and periodically sold to authorized recyclers. All precautions will be

15 taken to avoid spillage from storage as per The Hazardous Wastes (Management, Handling and Trans boundary movement) Rules, 2016. Drip tray, concrete surface and Secondary Containments will be provided to prevent spillage and leakage of used oil from the storage drums. 7.2 From discharge of sewage or No Sewage generated at the project site will be other effluents to water or the treated in the in-house STP. The treated land (expected mode and place of water will be used in flushing, horticulture discharge) and D. G. cooling to achieve the zero exit discharge. 7.3 By deposition of pollutants No Dust generated during construction phase emitted to air into the land or into due to earthworks and movement of water. vehicles is a temporary phenomenon and shalll have short term impact during construction phase. Hence, there are remote chances of contamination of land and water on permanent basis. However, fugitive dust control measures will be taken to nullify any negative impact of the dust on land and water. 7.4 From any other sources. No Nil

7.5 Is there a risk of long term build No No up of pollutants in the environment from these sources? 8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 8.1 From explosions, spillages, fires No During construction phase no disaster or etc from storage, handling, use or calamity is anticipated from explosions, production of hazardous spillages and fires from storage, material substances. handling, use and production of hazardous substances etc. However, the contractors will strictly comply with the safety procedures, norms and guidelines as mentioned in the National Building Code of

16 India and Bureau of Indian Standards. During Operation Phase, all precautionary and safety measures will be taken to avoid any accident or mishap. 8.2 From any other causes No Nil 8.3 Could the project be affected by Yes District Palamu, where the project site is natural disasters causing located falls in Zone III, which is a environmental damage (e.g. Moderate risk zone. However, to ensure no floods, earthquakes, landslides, damage is caused due to earthquake all the buildings to be constructed in the project cloudburst etc)? site will be 100 percent earthquake resistant. In this regard the latest provisions of Indian Standards Codes will be taken into account. Structure stability is attached as Annexure V. 9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 9.1 Lead to development of Yes The upcoming Govt. Hospital Project supporting facilities ancillary benefits to the people in the following development or development manner: stimulated by the project which • The project will generate direct and could have impact on the indirect employment for local environment e.g. people. •Supporting infrastructure (roads, • Affordable medical facilities will be power supply, waste or waste provided through the proposed water treatment, etc.) hospital. • Housing development • Extractive industries • Supply industries • Other 9.2 Lead to after-use of the site, No No which could have an impact on the environment 9.3 Set a precedent for later Yes This is a government project. Affordable developments medical facilities will be provided through the proposed hospital. 9.4 Have cumulative effects due to No No cumulative effect on availability of proximity to other existing or water, electricity and traffic congestion is planned projects with similar expected due to proximity to other effects institutions as they too are taking environmental safeguards. (III) Environmental Sensitivity

17 Aerial distance (within 15 km.) S. No. Areas Name/Identity Proposed project location boundary 1 Areas protected under Daltonganj Hill Forest About 8.44 km in South-West international conventions, Direction national or local legislation for their ecological, Kewatbar Reserve Forest About 6.38Km in South East landscape, cultural or other direction related value. Poppol Reserve Forest 9.17 Km in South East direction Purnadin Reserve Forest About 1.21 Km in South East direction Open Jungle About 6.59 Km in West (Chakharabhoga) direction Rajhara Reserve Forest About 13.98 Km in East direction

2 Areas which are important North Koel River About 4.5 km in South-West or sensitive for ecological Direction. reasons - Wetlands, Amanat River About 4.24 km in North-East watercourses or other water Direction bodies, coastal zone, Maila River About 3.9 km in North-East biospheres, mountains, Direction forests. Gursuti River About 0.5 km in North-East Direction Jinjoli River About 6.6 km in North Direction 3 Areas used by protected, Daltonganj Hill Forest About 8.44 km in South-West important or sensitive Direction species of flora or fauna for Kewatbar Reserve Forest About 6.38Km in South East breeding, nesting, foraging, direction resting, over wintering, Poppol Reserve Forest 9.17 Km in South East direction migration resting, over Purnadin Reserve Forest About 1.21 Km in South East wintering, migration direction Open Jungle About 6.59 Km in West (Chakharabhoga) direction Rajhara Reserve Forest About 13.98 Km in East direction 4 Inland, coastal, marine or None within 15 km of the project Nil underground waters site. 5 State, National boundaries Nil None within 15 km of the project site. 6 Routes or facilities used by NH 139 About 2.5 km in North-West

18 the public for access to Direction. recreation or other tourist, NH 39 About 2.4 km in South-West pilgrim areas Direction. SH 10 About 0.5 km in North Direction

7 Defense installations None within 15 km of the project Nil site. 8 Densely populated or built- Kamla Nagar About 1.22 km in NW direction up area Janakpuri About 2.99 km in SW Direction. Daltonganj City About 4.29 km in SW Direction Sarvodaya Nagar About 4.08 km in W Direction Sudna About 4.20 km in NW direction 9 Areas occupied by Government & Private About 2.5 km in North-West sensitive man-made land School, Temple and direction uses (hospitals, schools, Hospital in Medininagar places of worship, community facilities) City

10 Areas containing North Koel River About 4.5 km in South-West important, high quality or Direction. scarce resources (ground Amanat River About 4.24 km in North-East water resources, surface Direction resources, forestry, Maila River About 3.9 km in North-East agriculture, fisheries, Direction tourism, minerals) Gursuti River About 0.5 km in North-East Direction Jinjoli River About 6.6 km in North Direction 11 Areas already subjected to pollution or environmental damage. None within 15 km of the project Nil (those where existing legal site. environmental standards are exceeded) 12 Areas susceptible to natural The area comes under As per Earthquake Zonation hazard which could cause Seismic Zone –III Map of India, the project site is the project to present located in seismic zone III (This environmental problems (earthquakes, subsidence, zone is classified as Moderate landslides, erosion, Damage Risk Zone which is flooding or extreme or liable to MSK VII). adverse climatic conditions)

UNDERTAKING

“I do hereby give an undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance given, if any to the project will be at our risk and cost.

Date: Place: (Authorized Signatory)

NOTE:

1. The Projects involving clearance under Coastal Regulation Zone Notification, 1991 shall submit with the application a C.R.Z map duly demarcated by one of the authorized agencies, showing the project activities, w.r.t. C.R.Z. and the recommendations of the state Coastal Zone management Authority. Simultaneous action shall also be taken to obtain the requisite clearance under the provisions of the C.R.Z. Notification, 1991 for the activities to be located in the CRZ. 2. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-à-vis the project location and the recommendations or comments of the Chief Wildlife Warden thereon.” 3. All correspondence with the Ministry of Environment & Forests including submission of application for TOR/ Environmental Clearance, subsequent clarifications, as may be required from time to time, participation in the EAC Meeting on behalf of the project proponent shall be made by the authorized signatory only. The authorized signatory should also submit a document in support of his claim of being an authorized signatory for the specific project”

Construction of 500 Bedded Government Hospital, Palamu FORM IA

FORM IA CHECK LIST OF ENVIRONMENTAL IMPACTS

SECTION 1- LAND ENVIRONMENT 1.1 Will the existing land use get significantly altered from the project that is consistent with the surroundings? (Proposed land use must conform to the approved Master Plan/Development Plan of the area. Change of land use, if any and the statutory approval from the competent authority are submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans.

Taking into consideration the growing need of institutional health facilities in the state the Government of Jharkhand has planned to set up a 500 Bedded Government Hospital near village Pokhraha Khurd in the outskirt of Medininagar (formerly known as Daltonganj), district Palamu, Jharkhand. The project cost has been estimated at Rs. 481.28 Crores. The hospital will be constructed in the existing medical college campus, which is already in operational.The land type of this land is forest. Forest Clearance is applied vide proposal no. FP/JH/DISP/41048/2019 dated 12.07.2019. Acknowledgment slip is attached as Annexure I. The land is allotted to Department of Health, Medical Education & Family Welfare, Government of Jharkhand. In this regards, NOC from Office of Deputy Commissioner cum District Magistrate have been issued on 27.05.2019. The land document is attached as Annexure II. Land demarcation has been done by Circle Officer, Sadar Medininagar vide letter no 498 dated 17.06.2019. The letter is attached as Annexure III. The proposed project has been planned to be a green building having water and energy saving measures. The standard to be followed in designing all the buildings is based on NBC 2016 codes. 1.2 List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc. The project requirements in terms of land area and built up area are indicated in the Table below:

Table 1: Area Statement Total Plot Area: 98621.85 Sq Meter (24.4 Acres) Breakup of 24.35 Acres: 21

Construction of 500 Bedded Government Hospital, Palamu FORM IA

• 12 acre for Medical college • 12.35 acre for Hospital

Built up Area of the hospital: 63096.4 Sq m.(EC applied for) S. No Block No. Particulars Total (m2)

1. - Total plot area 98621.85 Permissible Ground Coverage (@50% of Total 2. - 49310.92 Plot area) Total Proposed Ground Coverage (@17.75% of 3. - 17510.0 Total plot area) 4. Proposed Ground Coverage for Hospital - 9297.0 Building (@9.528% of Total plot area) 5. - Permissible FAR @2.5 246554.6 6. - Proposed FAR @1.428 140881.0 7. G+6 Proposed FAR for Hospital Building @0.5922 58408 8. G+1 Proposed 500 Capacity auditorium 2516

9. S+8 Proposed Type 3 Residence 7676

10. S+5 Proposed Resident Doctors Hostel 4694

11. G+5 Proposed Intern’s Hostel (Male) 2421

12. G+5 Proposed Intern’s Hostel (Female) 2421

13. G+1 Proposed Type 6 (Dean Residence) 473

14. G+1 Proposed Type 6 (MS Residence) 473

15. G+6 Proposed Nurse Hostel 4790

16. G+3 Proposed Guest Hostel 1768

17. G+1 Proposed Student Recreational Block 650

18. G+1 Proposed ESS 1773

19. G Proposed Guard room 14.4

20. - Proposed STP &ETP 383

21. G Bio Waste 250

Construction of 500 Bedded Government Hospital, Palamu FORM IA

22. G+4 Existing Medical College 24794

23. G+8 Existing Girls Hostel 8935.0

24. G+8 Existing Boys Hostel 8935.0

25. S+8 Existing Type – 4 (Block 1) 4952.0

26. S+7 Existing Type – 4 (Block 2) 4952.0

27. - Proposed Stilt Parking area for Hospital 2268 Total Built Up Area (BUA) for Hospital 63096.40 28. - (7+18+19+20 +21+27) 29. - Open Area (Total Plot Area – Ground Coverage) 72096.0 Proposed Landscape Area (22.08 % of Open 30. - 15290.0 Area)

31. Height of the Hospital Building (m) (G+6) 34.0

Total built up area for the project is 63096.40Sq. Mt. The site plan is attached as Annexure VI.

WATER REQUIREMENT Water is the most important element in construction of buildings. In the upcoming project water will be required for the preparation of mortar, mixing of cement concrete and for curing work. The water proposed to be used for curing and mixing must be free from high quantities of alkalis, acid, oils, salt, sugar, organic materials, vegetable growth etc, which are harmful to bricks, concrete or iron. Impurities in water can cause metal corrosion and bring in unwanted silt and clay into the concrete. This may adversely affect the hardening process of concrete and thus reduce the strength to a great extent. Hence, there is a need to ensure quality of water prior to its use in construction activity. It would be proper to test the water prior to its use in construction activities. Some of the major parameters laid down by the IS 456:2000 standards for testing of water intended to be used in construction activities are as follows:

a) To neutralize 100 ml sample of water with 0.02N NaOH

b) To neutralize 100 ml sample of water with 0.02N H2SO4

c) PH

d) Organic solids

e) Inorganic solids

Construction of 500 Bedded Government Hospital, Palamu FORM IA

f) Suspended matter

g) Chlorides and Sulphates

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Table 2: Calculations for Daily Water Demand

Patients + Attendant 1 500 300 150 150 75 225 +Staff + visitors Out Patient 2 Department 2000 10 20 5 10 30 (OPD) Laundry + 3 500 50 25 0 0 25 Kitchen Total Domestic Water Requirement 280 19403. 58.2 say B. Horticulture 3 liter for 1 sq. mtr 330 58 3000 KVA C. DG Set (2*150 0.9*KVA* 8 Hours 21.6 0 KVA) D. HVAC 430 10*Capacity* 12 hours 51.6 411.2 Total Water Requirement Say 411 KLD

Table 3: Sullage Calculations for Hospital

Domestic Water Requirement 280 KLD

• 80% of Fresh Water Demand 156 KLD • 100% of Flushing Water Demand 85 KLD Sullage Generated 241 KLD

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Sullage Generation & Treatment The project will generate approx. 241 KLD of Sullage which will be treated in the STP of Capacity 300 KLD provided within the project site premises from which 217 KLD treated waste water will be recovered) which will be recycled within the project site for the purpose of Horticulture, Flushing, D.G Colling and HVAC which leads to Zero Exit Discharge.

POWER REQUIREMENT Power for the proposed project will be supplied by Jharkhand Bijli Vitran Nigam Limited. Maximum Electrical Demand load for grid supply for the proposed project has been worked out to 2921.8 KVA. Table 4: Block wise power demand

CONSTRUCTION OF GOVERNMENT 500 BEDDED HOSPITAL AT PALAMU

ELECTRICAL LOAD SUMMARY GRID S. DESCRIPTION C.L. DEMAND No. D.F. (KW) LOAD (KW) ELECTRICAL LOAD CALCULATION 1 HOSPITAL BLOCK-A 570 1 570 2 HOSPITAL BLOCK-B 659 1 659 3 HOSPITAL BLOCK-C 813 1 813 4 HOSPITAL BLOCK-D 772 1 772 5 MORTUARY BLOCK 36 1 36 6 ESS 12 0.8 9.6 7 ETP 15 0.8 12 8 STP 75 0.8 60 9 HVAC LOAD 825 1 825 10 TOTAL 3756.6 11 OVERALL DIVERSITY 0.70 12 DEMAND LOAD ( KW) 2629.62 13 POWER FACTOR 0.9 DEMAND LOAD IN KVA 2921.8

Details of D.G Sets

Construction of 500 Bedded Government Hospital, Palamu FORM IA

There will be two 3000KVA DG Sets (2 * 1500 KVA for Hospital) will be installed in the project area. The DG sets will be equipped with acoustic enclosure to minimize noise pollution and adequate stack height for dispersion of SO2, NOX, PM10, PM2.5 and other pollutants.

CONNECTIVITY The Project site is connected by the State Highway-10 named ‘Medininagar –Balumath Road’. Other major roads found within 10 Kilometers radius are National Highway-39, National Highway-139. Ample numbers of public buses ply on Medininagar- Balumath Road in different directions. Daltonganj railway station is located at an aerial distance of 3.74 km in South-West Direction. The nearest Civilian airport is Bisra Munda Airport, Ranchi. It is located at an aerial distance of 147.0 kms from the project site in South – East Direction.

PARKING FACILITIES In the proposed Hospital Building there will be adequate provision for parking of cars and other automobiles. The provision for parking has been made both for patients and visitors. Also arrangements have been made for smooth movement of all categories of vehicles and there will be no scope for traffic bottleneck. In the proposed hospital there will be provision of open parking. For parking of cars and other vehicles different locations have been earmarked for parking within the hospital building. The parking details are provided below:

Table 5: Parking Required as per Jharkhand Building bye laws

S. No. Particulars No. of beds Beds Per ECS ECS

1. Hospital Building 500 1 ECS/ 15 beds 33.3 say34

Total Parking Required as per Jharkhand Building bye laws 34

Table 6: Parking Proposed

S. No. Particulars FAR / Rooms/ Seats Area Per ECS (Sq. m) ECS Open parking for 1. 3128.0 1 ECS/ 23sq. m. 136 hospital Total Proposed parking 136

Construction of 500 Bedded Government Hospital, Palamu FORM IA

1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use and disturbance to the local ecology).

The proposed Building & Construction project will be executed in accordance to ‘The Jharkhand Building Bye Laws, 2016, National Building Code and approved building plans.

During Construction Phase:

The temporary labor colony will be constructed at the project to minimize the inflow of the construction workers. The project site connected to SH-10, which is 0.5 Km towards East direction. The construction material bulk movement will be done during night time to avoid the vehicular traffic load on the existing approaching road.

After Construction Phase:

The project being a well planned activity will result in organized open spaces and green areas. Total green area measures 15290.0 m2 which is 22.08 % of the open area and 15.50 % of the total plot area. The project will have an overall positive impact on the existing land use and will not cause any disturbance to the local ecology.

The up-coming project will be provided with all the basic utilities such as proper drainage system, sewerage treatment & water supply system, structures to recharge ground water aquifer, green area development and sufficient parking so that it does not produce any negative impact on the surroundings.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Detail of soil type slope analysis, vulnerability to subsidence, seismicity etc may be given). No land disturbance resulting to erosion, subsidence and instability due to the construction of the Hospital building in Palamu is expected. From earthquake point of view the state of Jharkhand is divided into three seismic zones. These are Zone II, Zone III and Zone IV. Currently there are 18

Construction of 500 Bedded Government Hospital, Palamu FORM IA

districts in the state. Of these 2 falls in Zone IV, 11 falls in Zone III and the remaining 5 fall in Zone II. District Palamu partly falls in Zone III and partly in zone II, which are moderate damage risk zone and low damage risk zone respectively. In this zone the earthquake intensity on MM scale (Modified Mercalli Scale) is VII and VI respectively. However, to ensure no damage is caused due to earthquake all the buildings to be constructed in the project site will be 100 percent earthquake resistant. In this regard the latest provisions of Indian Standards Codes will be taken into account. For Structural safety certificate ref. Annexure V.

1.5 Will the proposal involve alteration of natural drainage system? (Give details on a contour map showing the natural drainage near the project site). North Koel River is flowing within 10 km radius of the project site, which flows through the outskirt of the Medininagar city. The shortest distance from the project site to North Koel River is 4.5 km. The contour plan is attached as Annexure VII. The proposed drainage system will be well connected with external drainage system to avoid the contamination due to leaching of the construction material. 1.6 What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc?) There is level difference of the 8m in the site. For leveling of the site, the excavated earth will be used. Additional Earth needed for leveling will be imported from outside. 1.7 Give details regarding water supply, waste handling etc. during the construction period. Details regarding quantity of water required, source of water and mode of transport to the project side will be decided by the builder. As there is no water supply arrangement in the project site and no water pipe line has been laid down by Municipal Corporation as yet the water requirement during the construction phase will be met through private water tankers. Waste handling during the construction phase will be undertaken by the site contractor whose responsibility lies with collection and storage of construction and demolition waste generated at the site. The construction debris will be stored in covered yards. They will be segregated into re-usable and discarded waste. Re-usable waste will be used within the project site to the maximum extent. The discarded waste will be sent to the designated site for disposal. The Solid waste management plan for construction period is given below in Table 8:

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Table 8: Solid Waste Management during Construction Phase

S. No. Solid waste Solid waste Management 1. Waste materials like MS First the waste materials will be segregated. Rods, bricks, concrete, Subsequently the recyclable materials will be sold broken tiles, wood pieces, to authorize dealers. The rest will be used within cement bags etc. project site for filling and levelling. What remains will be sent for disposal through government authorized vendors. The cement bags will be used for covering of loose materials. 2. Excavated Soil Top soil will be stored in covered areas and will be used later for landscaping. The remaining soil will be used for back filling & levelling of site. The unused soil will be disposed off to designated sites. 3. Domestic waste The domestic waste will be handed over to local authority, responsible for waste management in the area.

1.8 Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity).

The project is undulating land, there is an 8m level difference in the slope. Contour plan is attached as Annexure VII.

1.9 Whether construction debris & waste during construction cause health hazard? Types of wastes expected to be generated during construction phase and its management plan is given in Table 8 above. No health hazard is expected to be caused due to construction debris and wastes as they will be managed as per the norms of Central Pollution Control Board. Additionally, health & safety of construction workers will be the primary concern of the project proponent and as such following protective measures will be taken: • Supply of personal protective equipment like ear plugs, face masks, helmets, safety jackets and gloves • Deploying of safety officers at the construction site • Regular inspection and maintenance of construction machinery • All construction activities will be restricted to day time only.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

• During night time there will be adequate lightning arrangement in the construction area so that no untoward incident occurs. • Warning Danger live terminals safety signs will be displayed at selected places to make people more careful of accidents. • Regular cleaning of the project site to remove the debris. • Availability of medical officer & first-aid facility at construction site • Tie-up with near-by hospital to attend emergency cases.

SECTION 2- WATER ENVIRONMENT

2.1 Give the total quantity of water required for the project and breakup of requirements under various uses. How will the water requirement be met? State the sources & quantities of water required and furnish a water balance diagram.

During the operation phase total water requirement will be around 411 KLD. Of this 195 KLD will be fresh water which will be supplied by Municipal Corporation and treated water will be recycled and reused inside the project site to achieve zero exit discharge. The application is attached as Annexure VIII. The STP proposed for the total project is of 550 KLD of SBR technology (developed module wise). The ETP proposed for treatment for the effluents will be of capacity 50 KLD. The requirement of STP capacity for the Hospital component only is 300 KLD. The wastewater estimated for the hospital component is 241 KLD which will be treated in STP. There will be separate and dedicated lines of plumbing from OT, Labs and other photogenic sources that are high in COD will be diverted to ETP. The proposed ETP is designed to meet the discharge standards of landscaping and horticulture. The Fresh water will be used for drinking and other domestic Purposes. The treated water will be used mainly in flushing, Filter Backwash and Landscape irrigation, cleaning of internal roads, DG cooling, firefighting etc. Use wise daily water requirement is provided in Table 8 below:

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Table 9: Calculations for Daily Water Demand

Rate Rate of Total of water Water Water water Water dema Require Area No. of Require deman Require nd ment S. No Description (sq. Beds/Oc ment for d for ment for for Domestic mtr) cupancy Domesti Flushi Flushing dome + c (KLD) ng (KLD) stic Flushing (@lpc (@lpc (KLD) d) d) A. Hospital Building Patients + Attendant 1 500 300 150 150 75 225 +Staff + visitors Out Patient 2 Department 2000 10 20 5 10 30 (OPD) Laundry + 3 500 50 25 0 0 25 Kitchen Total Domestic Water Requirement 280 19403. 58.2 say B. Horticulture 3 liter for 1 sq. mtr 330 58 3000 KVA C. DG Set (2*150 0.9*KVA* 8 Hours 21.6 0 KVA) D. HVAC 430 10*Capacity* 12 hours 51.6 411.2 Total Water Requirement Say 411 KLD

Table 10: Sullage Calculations for Hospital

Domestic Water Requirement 280 KLD

• 80% of Fresh Water Demand 156 KLD • 100% of Flushing Water Demand 85 KLD Sullage Generated 241 KLD

Construction of 500 Bedded Government Hospital, Palamu FORM IA

@ 80% Sullage Generated FRESH WATER 241 KLD (195 KLD) @100% STP Capacity 300 KLD +ETP

@ 90 % of 85 KLD FLUSHING 241 KLD = (85 KLD) (217 KLD)

D.G sets Cooling 21.6 KLD (21.6 KLD)

HORTICULTURE 58 KLD (58 KLD)

HVAC 51.6 KLD (51.6 KLD)

ZERO EXIT DISCHARGE

Figure 2: Water Balance Diagram for Summer Season

Water Balance diagram for Monsson Season: During Monsoon season the water requirement for Horticulture is consider to be zero.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Sullage Generated @80% 241 KLD FRESH WATER STP Capacity 300 KLD (195 KLD) @100% +ETP Capacity 50KLD

85 KLD @ 90 % of FLUSHING 241 KLD = (85 KLD) (217 KLD)

D.G sets Cooling 21.6 KLD (21.6 KLD)

HVAC 51.6 KLD (51.6 KLD)

Nearby public sewer/Nearby agricultural firm (58.8KLD)

Figure 3: Water Balance Diagram for Monsoon Season

Water Balance diagram for Winter Season: During Winter season the water requirement for Horticulture is consider to be 1.5 liter per sq. m.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Sullage Generated @ 80% 241 KLD FRESH WATER STP Capacity 300 KLD + (195 KLD) @ 100% ETP Capacity 50 KLD

@ 90 % of 85 KLD FLUSHING 241 KLD = (85 KLD) (217 KLD)

D.G sets Cooling 21.6 KLD (21.5 KLD)

HORTICULTURE 29 KLD (29 KLD)

HVAC 51.6 KLD (51.6 KLD)

Nearby public 29.8 sewer/Nearby agricultural firm (29.8KLD)

Figure 4: Water Balance Diagram for Winter Season

2.2 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, Biological characteristics with class of water quality). The total water requirement for the project is around 411 KLD. Of this 195 KLD which will be supplied by Municipal Corporation and treated water will be recycled and reused inside the project site to achieve zero exit discharge. The quality of water should be wholesome and clean. It is ensured that the water collected from other sources is free from any pollutant and it is worth for drinking and domestic uses. Prior to supplying the water, the water quality will be judged from physical, chemical and Biological point of view. It will be ensured that the water to be supplied to the users is colourless, odorless and

Construction of 500 Bedded Government Hospital, Palamu FORM IA tasteless. Besides the above it will be free from sediment or organic materials suspended in the water. Chemically it will be free from arsenic and the Fluoride content will be low as excessive Fluoride causes dental problem. The water will also be made free from contaminants like nitrogen, bleach, salts, pesticides, metals, toxins produced by bacteria, and human or animal dung. The Biological contaminants are organisms in water. They are also referred to as microbes or microbiological contaminants like bacteria, viruses, protozoan, and parasites.

2.3 How much of water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage)

The total quantity of treated water to be generated is 217 KLD. The treated water from the STP will be used in Flushing, cleaning of internal roads, HVAC and Horticulture. The surplus treated water if any will be supplied to the nearby construction site on demand; otherwise it will be discharged in the nearest municipal drain after seeking permission from the concerned authority.

2.4 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption). There will be no diversion of water for other uses. Greater emphasis will be given on increased supply of potable water and treating of waste water and use the same for all purposes other than drinking, cooking and other domestic uses. Economic use of both potable and treated water will ease the water crises as and when it happens.

2.5 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity) Approximately, 241 KLD of wastewater will be generated from the proposed construction activity. The STP proposed for the total project is of 300 KLD of SBR technology (developed module wise). The ETP proposed for treatment for the effluents will be of capacity 50 KLD. The requirement of STP capacity for the Hospital component only is 300 KLD. The wastewater estimated for the hospital component is 241 KLD which will be treated in STP. There will be separate and dedicated lines of plumbing from OT, Labs and other photogenic sources that are high in COD will be diverted to ETP. The proposed ETP is designed to meet the discharge standards of landscaping and horticulture. The Fresh water will be used

Construction of 500 Bedded Government Hospital, Palamu FORM IA for drinking and other domestic Purposes. The waste water will be treated in a S.T.P of 300 KLD capacity located within the project site. Sequential Batch Reactor Technology, popularly known as SBR Technology will be used to treat the waste water. SBR technology is a method of wastewater treatment in which all phases of the treatment process occur sequentially within the same tank. There will be no incremental pollution load from wastewater generated from the proposed construction activity because the entire waste water of the project will be treated through ETP and S.T.P within the project area and the treated water from S.T.P will be re-used in various activities other than drinking and other domestic uses. 2.6 Give details of the water requirements met from water harvesting? Furnish details of the facilities created. Surface water in abnormal quantity resulting from heavy rainfall or snow is known as storm water. The storm water disposal system for the up-coming hospital project will be self-sufficient and there will be no stagnation or flooding of water. The amount of storm water run-off will depend upon intensity and duration of precipitation, and time required for such flow to reach the drains. In the proposed project it has been worked out to provide 21 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area. The pipe drain and underground drainage system will be adopted for this project. The roof water from all the buildings will be brought down through rain water pipes and will be connected to underground drainage system. The storm water will be channelized through the desilting chamber, RWH pits and sumps before entering to Municipal drain. This will be connected with the proposed Municipal Storm Water Drain. The Rain water harvesting system will be designed and catered to as per the guidelines of Central Ground Water Authority (CGWA) considering free board concept. At the bottom of the recharge well, a filter media will be provided to avoid choking of the recharge bore. The design specifications of the proposed rain water harvesting system are as follows: Catchments/roofs will be accessible for regular cleaning. • The roofs shall have smooth, hard and dense surface which, will allow the materials to release smoothly and there will be no damage to the roof. Roof painting will be avoided as paints contain toxic substances.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

• All gutter ends will be fitted with wire mesh screen and a first flush device will be installed. Most of the debris viz leaves; plastic bags and paper pieces carried by the water from the rooftop will get hold by the mesh at the terrace outlet. • To prevent contamination the runoff from the first 10-20 minutes of rainfall will be flushed off. • No sewage or waste water will be admitted into the system. • No waste water from areas having oil, grease, or other pollutants will connect to the system. The entire project site will be provided with extensive planned underground drainage system with gravity connections to the Recharge pits. Overflow from last Recharge pit will be connected to propose Municipal Storm Water Drain. The arrangement provides appropriate protection to the site against flooding. CONSTRUCTION OF GOVERNMENT HOSPITAL AT PALAMU

Sub: Details Calculation of Total Rain Water Harvesting Pit.

S.NO. DESCRIPTION DETAILS UNIT REMARKS A Terraces areas - Volume of runoff 1 AREA 27890 SQM 2.789 HECTARE 2 RAINFALL (One Hour) 25 mm/Hr 3 COEFFICIENT 0.8 DISCHARGE AS PER RAINFALL 4 INTENSITY (Q) 557.80 CUM/Hr

B Paved, Road, Parking,Private terrace areas - Volume of runoff 1 AREA 60172.54 SQM 6.017254 HECTARE 2 RAINFALL (One Hour) 25 mm/Hr 3 COEFFICIENT 0.7 DISCHARGE AS PER RAINFALL 4 INTENSITY (Q) 1053.02 CUM/Hr

C Landscaped & green areas - volume of runoff

1 AREA 15290 SQM 1.529 HECTARE 2 RAINFALL (One Hour) 25 mm/Hr 3 COEFFICIENT 0.2 DISCHARGE AS PER RAINFALL 4 INTENSITY (Q) 76.45 CUM/Hr

Construction of 500 Bedded Government Hospital, Palamu FORM IA

D Total for all areas - volume of runoff & Calculation for RWH

Total Volume of runoff generated from the 1 1687.27 m3 proposed campus (A+B+C) Percolation of Rain Water through harvesting 2 168.73 m3 pit 10% of total discharge Balance Volume of rainwater discharge 3 1518.54 m3 capacity. Size of the Rain Water Harvesting Pit 4 Structure for 60 minute storage (Dia.of Pit- 15018.54 m3 4.5m & effec tive depth-4.5m) 5 Volume of a single circular recharge pit 71.53 m3 6 Hence No. of pits required 21 Nos

Note: Calculations based on Mannings formula Q=10*C*I* A

1. We have calculate the rainfall data as per customized rainfall information system(CRIS) Palamu, Jharkhand in given for last five year, so we have considerd the month of july 2017 in 482mm and same we have consider for 10 day (Peak) =482/10=48.20mm per day and we are consider 25mm per hour in case of peak rain fall time. 2. Runoff coficient for different surfaces refered frm table 2.9 of consgtrcution manual issued by MOEF&CC, GoI

Rainwater Harvesting Structures and their locations

Number of recharge pits has been worked out to 21. The pits will be at various locations within the building. Pace of Recharging will increase by providing gravel packed bore of 400 mm diameter plain and slotted pipes of 200 mm diameter. The pit design is as per NBC.,2016.

2.7 What would be the impact of the land use changes occurring due to the project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way?

Construction of 500 Bedded Government Hospital, Palamu FORM IA

The process by which water on the ground surface enters the soil is called infiltration. The rate at which the soil is able to absorb the rainfall or irrigated water is known as infiltration rate. The infiltration rate is measured in inches per hour or millimeters per hour. The rate decreases as the soil becomes saturated. The rate of infiltration can be measured using an infiltrometer. If the precipitation rate exceeds the infiltration rate, runoff will occur unless there is some physical barrier. About one fifth of the total plot area shall have paved areas and thus the runoff from non-paved areas of the plot shall increase due to reduced infiltration. However, the increased runoff will not cause flooding or water logging as a well designed storm water drainage system has been planned. The runoff will be collected into 21 rainwater harvesting pits for groundwater recharging. The runoff will gather momentum due to paved areas.

2.8 What are the impacts of the proposal on the ground water? (will there be tapping of ground water; give the details of ground water table, recharging capacity and approvals obtained from competent authority, if any). The groundwater table is the depth at which the ground below is saturated with water. The groundwater table rises or falls depending on rainfall, plants sucking up water and topography. According to Ground Water Board, Ministry of Water Resources the pre-monsoon depth to water level in Palamu district ranges between 3.5 m bgl and 13.5 m bgl. During post-monsoon period, the water level varies from 2.8 m bgl to 8.85 m bgl. By analyzing the groundwater level for the period 2003 to 2012 it shows a declining trend in the range of 0.015-0.558 m/year in the district and a fall of 0.304 m/year in the Medininagar for the same decade. On the other hand by making provision for ‘Rain Water Harvesting’ the storm water collected in 21 pits will be recharged into ground water. 2.9 What precautions/ measures have been proposed to check the surface run-off, as well as uncontrolled flow of water into any water body? The following precautions/ measures are suggested to check the surface run-off, as well as uncontrolled flow of water into any water body: 1) Implementation of Flood control measures like reduction of stream velocity and land use controls to minimize runoff. 2) Erosion and sediment control by horticulture to protect soil resources. 3) Land use control program.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

4) Polluted storm water runoff can be harmful to plants, animals, and people. Hence, it is to be ensured that it does not get polluted by bacteria from animal and human waste, pesticides from lawn and garden chemicals, metals from rooftops and roadways and petroleum by-products from leaking vehicles. 5) The runoff from agricultural land can carry excess nutrients, such as nitrogen and phosphorus into streams, lakes, and groundwater supplies. These excess nutrients may degrade water quality.

2.10 How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels). Most of the storm water produced on site will be harvested for ground water recharge. Hence, to ensure that it is free from contamination proper management of this important resource is a must. A detailed Storm Water Management Plan will therefore be formulated, which will incorporate best management practices as listed below: • Regular inspection and cleaning of storm drains. • Installation of clarifiers or Oil/Water separators/traps system of adequate capacity around parking areas and garages as per requirement. • Avoid application of pesticides and herbicides before wet season. • Conduct of routine inspections to ensure cleanliness. • Preparation of spill response plans, particularly for fuel and oil storage areas. • Provision of silt traps in storm water drains.

2.11 Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation). The deployment of construction laborers will not lead to unsanitary conditions in the project site as temporary toilets will be constructed within the project site for the construction workers and no one will be allowed to urinate and defecate in the open. Mobile STP will be used during construction phase. Open urination and defecation is unhygienic, which causes health problems and pollute the environment. The waste water generated in the project site will be disposed off as per CPCB norms. Besides the above there will be daily cleaning of the project site. Dustbins will be provided at selected

Construction of 500 Bedded Government Hospital, Palamu FORM IA

spots in the project site for collection of waste generated. Solid waste collected will be handed over to local authority responsible for waste management in the area. There will be provision for drinking water and bathing facility for the construction workers in the labour colony built for the purpose. . All the above steps will definitely help the project proponent to maintain pollution free sanitary conditions at the project site during construction phase.

2.12 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal).

The upcoming Hospital project is expected to generate 241 KLD of waste water. The waste water will be treated in a STP of 300 KLD capacity. Sequencing Batch Reactors (SBR) technology will be used in the STP for the treatment of waste water. The Sequencing Batch Reactors are a special form of activated sludge treatment in which all the treatment processes take place in a reactor tank and clarifiers are not required. This process treats the waste water in batch mode and each batch is sequenced through a series of treatment stages. Various parameters to be used in treatment of waste water under the SBR technology are BOD (mg/L), pH, Fecal Coli form (count/ml) and Suspended Solids (mg/l). The treated water will be used in Flushing, Horticulture and washing of internal roads. 2.13 Give details of dual plumbing system if treated waste used for flushing of toilets or any other use. Dual plumbing system refers to separate piping system for fresh and recycled waste Water. Installation of Dual plumbing system in hospital building will enable the water supplier to supply both potable and reclaimed water to a consumer simultaneously. The fresh water to be supplied by Municipal Corporation and will be brought to a consumer through a dedicated pipe under the dual plumbing system. Similarly, the treated water from STP will be brought to every unit through another dedicated pipe under the dual plumbing system.

3.1 VEGETATION 3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any).

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Total green area measures about 15290.0 sq.m, which is 22.08 % of the open area and 15.50 % of the total plot area. There will be tree plantation within the building and along the roads. This will enhance the beauty of the site and help to reduce air and noise pollution. No exotic species will be planted, only native species. No of plants to be planted is 603. The details for the same are given below: Table 11: Proposed list of Trees

S.No Code Botanical Name Common Name Numbers 1 Ai Azadirachta indica Neem 85 2 Ba Bauhinia variegata Kachnar 69 3 Eo Emblica officinalis Amla 75 4 Sc Syzygium cumini Jamun 72 5 Al Albiziz lebbeck Siris 70 6 Ds Dalbergia sisoo Shisham 78 7 Ma Morus abla Mulberry 79 8 Mi Mangifera indica Aam 75 Total 603

The project proponent will maintain the present biodiversity by development of horticulture and mass plantation. About 15.50 percent of the plot area has been earmarked for green development. The plantation of trees will improve the ecology of the area. 3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) No, extensive clearing or cutting of tress is involved in this project. 3.3 What are the measures proposed to be taken to minimize the likely impacts on important site – features (Give details of proposal for tree plantation, landscaping creation of water bodies etc along with a layout plan to an appropriate scale?) A green belt will be developed all along the periphery of the project area. Besides the above there will be internal parks and lawns. About 15290.0 Sq. m of the plot area has been earmarked for green development. This is 15.50 % of Plot area and 22.08 % of the total open area. The project proponent

Construction of 500 Bedded Government Hospital, Palamu FORM IA

has decided to plant 603 new trees. Furthermore, the project proponent has decided to protect all the trees both during construction and operation phase of the project. 4. FAUNA 4.1 Is there likely to be any displacement of fauna both terrestrial and aquatic or creation of barriers for their movement? Provide the details. There is no Wildlife Sanctuary within the Buffer area of 10 Km. radius of the project site. Hence, there is no likelihood of any displacement of fauna both terrestrial and aquatic or creation of barriers for their movement due to the construction of the proposed hospital. 4.2 Any direct or indirect impacts on the avifauna of the area? Provide details. Avifauna refers to birds. The Project will not have any direct or indirect impact on the avifauna of the area. 4.2 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna. The human being cannot create corridors for the fauna but can protect the same if identified. The fauna build or change their corridors as per their convenience, protection from threat to their life and availability of food. It is therefore suggested that animal corridors should be protected by diverting the human movement. Any effort to build a corridor for the fauna will go in vain. Further, fish ladders are not applicable in the particular environment as aquatic fauna is absent in the area. 5. AIR ENVIRONMENT 5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed construction). The construction of the proposed Hospital Building project will not cause any significant increase in atmospheric pollutants and formation of heat island. The sources of pollution during the operation phase of the project will be vehicle movement and operation of two DG sets. A green belt will be developed all around the project site. This will act as settling surface for dust and there will be significant fall in dust level from air. The DG sets will be provided with stack such that it is 7.75 m higher than the highest building of 34.0 Meters. The stacks will help release of gases at a height such that it will not have significant impact on Ground Level Concentration of various poisonous gases. As construction is a temporary and short period activity, the impact on air quality during construction phase is also temporary. Measures like dust suppression, development of green belt etc will be taken up

Construction of 500 Bedded Government Hospital, Palamu FORM IA

to reduce generation of air pollutants during construction phase. Besides the above the ideal stack

height will help to escape SO2 and NOx from the DG sets high up in the atmosphere. The Project site is an open land with few weeds growing on it. After the construction of all the buildings the heat reflection from the site will increase but green belt & lawns proposed to be provided will absorb the reflected heat and will thus neutralize the effect. 5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters.

There will be no generation of smoke, odorous fumes and hazardous gases, either during construction or operation phase. Dust generation is anticipated while loading and unloading of construction materials, debris and construction activities and vehicle movement during construction phase. During operation phase dust generation will result from vehicle movements. Dust generation will be controlled by taking following steps: • Clearance of grass or weeds in the activity area • Water sprinkling on unpaved surfaces in open areas • Washing of wheels of vehicles • Storage of construction materials, excavated soil and debris in covered sheds. • Regular cleaning of site • Development of green belt during operation phase • No open land will be left without vegetation cover & roads will be paved. By adopting the above measures, dust generation will be bare minimum and there will be no or negligible adverse impact. Two D.G. sets are proposed to be provided at the project site and the same

will be functional during power failure. There will be emission of SO2 and NOx from the DG sets but the stacks of appropriate height will help them to escape high up in the atmosphere. This will create no or negligible impact on Ground Level Concentration. 5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry and exit to the project site.

Adequate provision has been made for parking of cars and other vehicles in the project site. The provision for parking has been made both for patients and visitors.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

Also arrangements have been made for smooth movement of all categories of vehicles and there will be no scope for traffic bottleneck. In the proposed hospital building there will be provision of open parking. For parking of cars and other vehicles different locations have been earmarked for parking within the hospital building. The provision for parking facilities will be open type parking. The parking details are provided below: Table 13: Parking Required as per Jharkhand Building bye laws

S. No. Particulars No. of beds Beds Per ECS ECS

1. Hospital Building 500 1 ECS/ 15 beds 33.3 say34

Total Parking Required as per Jharkhand Building bye laws 34

Table 14: Parking Proposed

S. No. Particulars FAR / Rooms/ Seats Area Per ECS (Sq.m) ECS Open parking for 1. 3128.0 1 ECS/ 23sq. m. 136 hospital Total Proposed parking 136

5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc, with areas under each category.

The internal roads of the proposed building are minimum 6 m and 9 m wide. The roads will be provided with architectural divider and two way vehicular movements will ensure proper traffic management. The roads are provided with foot paths for pedestrians but no cycle track. There will be two entry and exit gate for incoming and outgoing vehicular traffic besides one Main Entry. 5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above. Construction activities and increased traffic movement within the project site will contribute to increase in noise level but the increased noise level will not be alarming. Following measures are proposed to be taken to minimize the noise generation and its impact on environment. • Construction activities will be restricted during day time. Hence there will be no generation of noise during night time.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

• Machinery and equipment to be used in the construction activity will be strictly as per noise standards • To reduce noise level and smooth functioning of machinery & equipment machine oil will be used as and when required. • Servicing and maintenance of vehicles will be made at regular interval. • Prohibition of honking at the project site.

5.6 What will be the impact of D.G. sets and other equipment on noise levels and vibration in ambient air quality around the project site? Provide details.

During construction & operation phase two D.G. sets will be made operational to encounter power

failure. Operation of D.G. sets will lead to generation of noise & emission of gases like SO2 and NOx. If not managed properly the operation of DG sets will lead to noise and air pollution. The DG sets proposed to be used at the project site shall have acoustic enclosures and will be provided with stacks as per CPCB norms, so that exhaust gases can be discharged at appropriate height minimizing impact on Ground Level Concentration (GLC). Also low sulphur diesel will be used as fuel to minimize the

generation of SO2. The development of Green belt will help in reducing the noise and dust levels at the project site.

6. AESTHETICS 6.1 Will the proposed construction in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents? The upcoming Hospital Building project in Palamu is well planned. Hence, no obstruction on scenic beauty or landscape is anticipated. Further, the building blocks have been so planned that the project area inclusive of landscape areas will be aesthetically appealing. When completed, it will become a land mark in the city of Palamu.

6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?

Construction of 500 Bedded Government Hospital, Palamu FORM IA

There are few existing structures, which comes under medical college. All the structures present in the project site in detailed out in area statement. All constructions will be new. Hence, there is no scope for any adverse impact on the existing structures.

6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. The project will strictly follow the Building Bye Laws of the state of Jharkhand. All norms on Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and other parameters will be strictly adhered to above Bye laws.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the site have been considered? No anthropological or archaeological site or artifacts is located in the vicinity of the project site.

7. SOCIO-ECONOMIC ASPECTS 7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details. During construction phase only local people will be deployed as workers. Hence, there will be no major change in the demographic profile of the area. During Operation phase majority of the people will form part of floating population who will come to the Hospital for few hours and then return to their place of dwelling except critically ill and emergency patients. They include out patients and their attendants, resident doctors, interns etc. Hence, there will be no major change in the demographic pattern of the area as very few people as guards, gardeners, resident doctors, medical students etc will live in the area designated in the hospital building. 7.2 Give details of the existing social infrastructure around the project. The area surrounding the project site is dotted with schools, colleges, hospitals, nursing homes in the Palamu. Besides the above there are large number of temples, mosques, Gurdwaras and Churches Palamu. The area is well connected with public transport. There are also good numbers of markets and shopping Centers.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? No adverse impact is anticipated on local communities due to development of the proposed Hospital Building. The project area is surrounded by an urbanized stretch and all project activities will be confined to project site only. No place of cultural and archaeological importance is present in the neighborhoods of the project site. Hence there is no scope for any adverse impact on local communities. Stringent measures will be taken to control air, water, soil & noise pollution to minimize negative impact of the project on the environment and people. An Environment management plan has been prepared detailing safeguards from environmental degradation and the same is given in Section 10 of this report. Hence the project is for the betterment of the society and environment.

8. BUILDING MATERIALS 8.1 May involve the use of building materials with impact of high embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency) a) The building materials proposed to be used in the construction process will be cement, steel, bricks, stones, ready mix concrete, sand, gypsum, plywood, hard wood aluminum, glass, etc. b) Low energy embodied materials will be given preference. c) Energy efficient construction materials such as Gypsum Plaster Concrete, Sand Aggregate and Fly Ash Cement, will be used to achieve the desired primary energy efficiency. d) Ready Mix concrete will be used for construction of RCC structures. Manufactured Sand (M- sand) will be used as an alternative to river sand. The building blocks will be solid cement blocks, which will be energy efficient and work efficient compared to baked bricks. e) Reduce transport of temporary structures, formwork consumables and building products to the construction site. f) Diminish overall waste and reduce transport of waste from the project site. g) Use of energy efficient lighting. h) Idle construction equipment will be removed or switched off. i) For the purpose of paved path, sun dried pavers will be used instead of baked pavers as they are manufactured through energy efficient processes. j) All the items to be used in the project will be as per the National Building Code.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

8.2 Transport and handling of materials during construction may results in noise pollution and public nuisance. What measures will be taken to minimize the impacts? It is agreed that transport and handling of materials during construction period may results to noise pollution, which is a public nuisance. Hence, following mitigation measures will be adopted to check noise pollution: • The construction materials will be covered with tarpaulin during transportation. • Water sprinkling will be done on haul roads where dust generation is anticipated. • Raw material storage and handling yard will be enclosed from all sides. • To minimize the occupational health hazard, proper personal protective gears i.e. mask will be provided to the workers working in the dust prone areas. • Administrative and engineering control of noise will be implemented. • Isolation of noise generation sources and separation of noise generating activities will ensure minimum noise at receiver’s end. • To prevent any occupational hazard, earmuff / earplug will be provided to the workers working at the construction site and machinery emitting high noise levels. • Use of such plant and machinery that produces excessive noise will not be allowed. Careful planning of machinery to be used and scheduling of operations will be done to minimise such impact.

8.3 Are recycled materials used in roads and structures? State the extent of savings achieved? For construction of internal roads Fly ash will be used. Similarly, Fly ash bricks will be used in construction of building structures subject to their availability.

8.4 Give detail of the methods of collection, segregation & disposal of the garbage generated during operation phase of the project. The solid waste generated at the project site will be segregated into biodegradable and non- biodegradable waste. Biodegradable waste and non biodegradable waste will be collected in separate bins. The recyclable wastes will be sent to recyclers for recycling. Proper guidelines for segregation, collection and storage of solid wastes will be prepared as per Municipal Solid Wastes (Management and Handling) Rules, 2000. The special hazardous waste i.e. Biomedical Waste generated will be handles as per Bio Medical Waste Management Rules 2016. e- Waste will be handles and managed as

Construction of 500 Bedded Government Hospital, Palamu FORM IA

per e-Waste (Management) Rules, 2016. The Biomedical waste management plan is attached Annexure IX. The e waste management is attached as Annexure X. 9. ENERGY CONSERVATION 9.1 Give details of power requirements, source and supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? Power for the proposed project will be supplied by Jharkhand Bijli Vitran Nigam Limited. Maximum Electrical Demand load for grid supply for the proposed project has been worked out to 2921.8 KVA. As power back up, install two DG sets (2 x 1500 KVA) for Hospital building. The DG sets will be equipped with acoustic enclosure to minimize noise pollution and adequate stack

height for dispersion of SO2, NOX, PM10, PM2.5 and other pollutants. The transformers will boost voltage levels and thereby decrease line losses during transmission. Besides the above one UPS will be installed to cater the critical load. To minimize energy consumption due importance will be given on use of solar energy. The following measures will be taken to minimize energy consumption: a) According to Energy Conservation Building Code 2016 a dedicated solar zone equivalent to at least 10% of roof area or area required for generation of energy equivalent to 1% of total peak demand or connected load of the building, whichever is less, shall be provided in all the three buildings. b) The solar zone will be free from any obstruction within its boundaries and from shadows cast by objects adjacent to the zone. c) Minimum electricity to be generated in the solar zone is 2 percent of total electricity demand. d) Solar water heaters will be used to provide hot water in the kitchens, canteens and toilets. e) The lawns, internal roads and stair cases shall be illuminated by solar power. f) Traffic light, blinkers, direction signage, based on LEDs shall be powered by solar energy. g) Thus thrust will be given on use of solar energy and upgrade to LED lighting.

9.2 What type and capacity of power backup do you plan to provide? There will be provision for two DG sets (2 x 1500 KVA) for Hospital Building Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion of toxic pollutants.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation? The type of glass proposed to be used will be plain glass and tuffen glass having low conductance and high insulation properties so that heat ingress into the inside of the building will be minimized. This will help to reduce the heat gain in the building. 9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the project. Passive solar design refers to use of the sun’s energy for heating and cooling of living spaces. Pergolas, projections, façade elements, metal louvers will be provided for sun shading to reduce the heat influx into the building and thus reduce the air conditioning loads. 9.5 Does the layout of street & building maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? Substantiate with details. Layout of the buildings has been done as per the solar movement so that the design cuts off direct radiations during critical hours which are specific to the orientation. Solar energy will be harnessed to meet various energy requirements of the project such as Solar street lights and Solar Water Heaters.

9.6 Is the shading effectively used to reduce cooling/heating lands? What principles have been used to maximize the shading of walls on the East and the West and the Roof? How much energy saving has been effected? Pergolas, projection, façade elements, metal louvers will be provided to reduce cooling loads. Green area and open areas will be so spaced that a reduction in temperature is achieved.

9.7 Do the structures use energy-efficient space conditioning, lightening and mechanical systems? Provide technical details. Provide details of the transformers and motor efficiencies, lightening intensity and air conditioning load assumption? Are you using CFC and HCFC free chillers? Provide specifications. The walls and rooms will be insulated such that air conditioning load is reduced. Well designed building structures will allow natural light to enter. Measures prescribed in Energy Conservation Building Code 2017 will be adopted to reduce the heat influx by walls, roofs and openings. Only prescribed quality of glasses will be used.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

The recommended illumination levels (in Lux) will be as per the National Building Code of India (2016).

9.8 What are the likely effects of the building activity in altering the micro-climates? Provide a self assessment on likely impacts of the proposed construction on creation of heat island & inversion effects? Heat emissions from the proposed construction may be from the following sources: • Heat emitted from the paved and concrete structures • Heat generated from equipment/appliances • Heat increase due to population increase in the hospital. However, the heat generated will not be significant and will be dissipated in the greens and open areas provided within the project area.

9.9 What are the thermal characteristics of the building envelope? (a) Roof (b) external walls and (c) fenestration? Give details of the material used and the U value or the R values of the individual components. The roof tops of the buildings will be planned with puffing/bricks bat coba for water proofing and reflective tiles. Roof tops will also have partly landscaped area/gardens. The external wall shall have doors and windows with slightly tinted glass. Regular walls shall have some cladding/fixture paints. The ‘R’ value of roof and external wall is provided below:

Table 15: R’ Value of Roof and External Wall

S. No. Component R-value (a) Roof 2.1 (b) External wall 2.1

9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans. Fire fighting measures will be adopted as per the guidelines of NBC, 2016. External yard hydrants will be installed all around the buildings and the galvanized steel fire hose boxes/cabinet will be weather proof. All external yard hydrants will be one meter height from finished ground level as per NBC at a

Construction of 500 Bedded Government Hospital, Palamu FORM IA

distance of 45 m along the road. External fire hydrants will be so located that no portion of any building is more than 45 m from a hydrant and the external hydrants are not vulnerable to mechanical or vehicular damage. Fire hydrant system will be provided within the buildings. There will be fire escape staircases and refuge areas and the building structures will be planned as per NBC. In addition, 10 kg fire

extinguishers will be provided for Class A, B, and C fires. CO2 extinguishers will also be provided at various locations in the buildings. Disaster Management Plan The following precautions and measures will be adopted to prevent disasters: • The hospital has been planned to reduce the impact of disasters and to encourage early recovery. • A disaster management cell will be established, which will take care of post disaster scenario. • It would be a volunteer kind of set-up. Professionals can also be hired in case of eventuality. • An integrated, comprehensive disaster management plan will be formulated by an experienced management and maintenance agency.

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS: Earthquake Management: • At the time of designing and constructing the buildings due care will be taken to adopt earthquake resistant structures, which will conform to IS Code: IS 1893-2016 (Part 1). • New systems and devices using non-conventional civil engineering materials will be developed to reduce the earthquake forces acting on structures. PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS: Fire Hazard: • For fire safety all the safety norms and regulations as per NBC and other Indian Standards related to fire safety will be followed. • All electrical cables will be underground and sophisticated modern electrical distribution system will be used to reduce risk of fire. • Special fire fighting equipments like Automatic Fire Detection and alarm system, automatic Sprinkler System etc. will be installed as per NBC standards. • Risk assessment with on site disaster management plan particular to fire, smoke and other emergency conditions will be adopted.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

9.11 If you are using glass as wall materials, provide details and specifications including emissivity and thermal characteristics. The project proponent will not use glass as wall material in the Hospital Building Project. All fenestration with U-factors, SHGC, or visible light transmittance determined, certified and labeled in accordance to ISO 15099 will be adopted.

9.12 What is the rate of air infiltration in to the building? Provide details of how you are mitigating the effects of infiltration. Air infiltration will be reduced by providing proper building envelope and air retarders.

9.13 To what extent the non–conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. Solar energy will be used as follows: • Solar street lights • Solar Water Heaters • LEDs will be used in buildings to minimize the energy consumption. • The Green area will be provided with tree plantation, which will result in natural air cooling and will reduce the load on conventional energy sources.

10.1 ENVIRONMENT MANAGEMENT PLAN (EMP) Formulation of an Environmental Management Plan (EMP) is very important for implementation and monitoring of environmental protection measures after the commissioning of a project. The plan foretells in detail what measures to be taken to combat pollution and make environment clean and habitable for all types of living things. It also describes the cost component of each measure to be taken up. The Cost of each measure to be taken for environmental safeguards is treated as an integral component of the project cost. Each environmental aspect is required to be taken into account at various stages of the project. The Environment Management Plan (EMP) consists of all kinds of mitigation measures for each component of the environment viz. air, water, soil and noise. It also outlines the environmental monitoring plan for compliance of various environmental regulations. The plan indicates the steps to be taken in case of emergency, such as accidents and fire.

Construction of 500 Bedded Government Hospital, Palamu FORM IA

The Environment Management Plan (EMP) is a site specific plan developed to ensure that the proposed project is implemented in an environmental sustainable manner where all stake holders are fully aware of potential environmental risks arising from the upcoming project and take appropriate steps to manage and control the same. EMP also ensures that the project implementation is carried out in accordance with the plan and takes appropriate mitigation measures to reduce adverse environmental impacts during its life cycle. The plan outlines existing and potential problems that may adversely impact the environment and recommends corrective measures where required. Also, the plan outlines roles and responsibilities of key personnel and contractors who will be in-charge of various responsibilities to manage the project. Important features of the EMP of the proposed construction project are as follows: • The EMP will be prepared in accordance with rules and requirements of the MoEF and CPCB/ SPCB • It will ensure that the plan is implemented in accordance with the prescribed design • The EMP will recommend proper operation, supervision and monitoring. • The EMP will make an attempt to address the public complaints during construction and operation phase of the project. • It will also suggest remedial measures and their implementation.

10.2 Importance of EMP for construction projects: All Construction projects have massive impact on environment. Hence, the construction companies are required to have an EMP in place. This is not only for the benefit of the environment; but also for the project proponent who gains a number of advantages by having an EMP as well, the first of which is legal compliance. In addition to legal compliance, the project proponent that implements an EMP can ensure better preservation of the environment. This is particularly important when the company has to utilize scarce resources. The Environmental management plans also provide measures not only for more efficient resource use, but also for improvement of air quality, minimum impact of noise, disposal of generated waste, and even offering ways to enhance savings of power and water. Thus EMP contributes to improved environmental quality. The other benefits include cost control and improved relations with the stakeholders. 10.3 Elements of EMP:

Construction of 500 Bedded Government Hospital, Palamu FORM IA

• Commitment & Policy: The management will strive to provide and implement the Environmental Management Plan that incorporates all issues related to air, water, land and noise. • Planning: This includes identification of environmental impacts, legal requirements and setting environmental objectives. • Implementation: This comprises of availability of resources to the developers, accountability of contractors, training of operational staff associated with environmental control facilities and documentation of measures to be taken. • Measurement & Evaluation: This includes monitoring, counteractive actions and record keeping. 10.4 Detail EMP for the Project For the implementation of the EMP, a monitoring committee will be constituted. It will comprise of site in-charge/coordinator, environmental group representative and representatives of project implementation team. The committee’s role will be to ensure proper operation and management of the EMP including the regulatory compliance. The Detailed Environmental Management Plan (EMP) is being provided separately.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

CONCEPTUAL PLAN

INTRODUCTION

The Government of Jharkhand decided to constructa500 Bedded Government Hospital at village Pokhraha Khurd in the outskirt of Medininagar town (formerly known as Daltonganj) in district Palamu, Jharkhand. The above decision has been taken in response to the request of Health, Medical Education and Family Welfare Department of Government of Jharkhand. In this connection it is stated that Medininagar is a city in the north-western part of Jharkhand. It is the administrative head quarters of Palamu District and Medininagar Division. The construction of the proposed Hospital building will meet the long standing demand of common people and the local students who want to make their carrier in the field of medicines. The hospital will be constructed in the existing medical college campus, which is already in operational. The land type of this land is forest. Forest Clearance is applied vide proposal no. FP/JH/DISP/41048/2019 dated 12.07.2019. Acknowledgment slip is attached as Annexure I.

The land is allotted to Department of Health, Medical Education & Family Welfare, Government of Jharkhand. In this regards, NOC from Office of Deputy Commissioner cum District Magistrate have been issued on 27.05.2019. The land document is attached as Annexure II. Land demarcation has been done by Circle Officer, Sadar Medininagar vide letter no 498 dated 17.06.2019. The letter is attached as Annexure III. The proposed project has been planned to be a green building having water and energy saving measures. The standard to be followed in designing all the buildings is based on NBC 2016 codes.

SITE LOCATION, SURROUNDINGS AND CONNECTIVITY

The Project site is located at village Pokhraha Khurd, Tehsil Medininagar, district Palamu, Jharkhand. In the ‘Medininagar Master Plan-2040’the project site falls under the category of land earmarked for use under ‘Public and Semi-Public use’. The development of green belt all along the project site and development of Green areas at various locations within the project site will not only enhance the visual aesthetics of the area but put a check on air and noise pollution. The Geographical Co-ordinates of the project site are Latitude 24°2'28.94"N and Longitude 84°6'37.24"E. The Geographical Co-ordinates of the project site is provided in Table 1. 58

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Total Plot Area: 98621.85 Sq Meter (24.4 Acres)

Breakup of 24.35 Acres:

• 12 acre for Medical college • 12.35 acre for Hospital Built up Area of the hospital: 63096.4 Sq m.(EC applied for)

Table 1:Geographical coordinates of the area

S. No. Pillar Latitude Longitude 1 A 24° 2'32.10"N 84° 6'47.45"E 2 B 24° 2'32.29"N 84° 6'44.07" E 3 C 24° 2'32.49"N 84° 6'34.65"E 4 D 24° 2'31.48"N 84° 6'32.67"E 5 E 24° 2'28.45"N 84° 6'34.66"E 6 F 24° 2'27.73"N 84° 6'36.32"E 7 G 24° 2'26.38"N 84° 6'36.20"E 8 H 24° 2'25.06"N 84° 6'44.06"E 9 I 24° 2'23.77"N 84° 6'43.87"E 10 J 24° 2'22.98"N 84° 6'52.55"E 11 K 24° 2'26.49"N 84° 6'52.96"E 12 L 24° 2'26.99"N 84° 6'48.03"E 13 M 24° 2'28.29"N 84° 6'48.18"E 14 N 24° 2'28.33"N 84° 6'47.2 "E 1

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Table 2: Site Surroundings

Approx. Aerial S. No. Particular Name/ Identity Direction Distance (Km)

Nearest National 1. SH-10 0.5 N Highway

Nearest Railway Daltonganj/ Medininagar 2. 3.67 SW Station Railway Station

Birsa Munda, Ranchi 3. Nearest Airport 147.0 SE Airport

Vimla Pandey Memorial 4. Nearest School 3.79 W Gyan Niktetan School

Nearest College/ Ganesh Lal Aggrrwal 5. 1.80 NW Institute/ University College

The Kalyan 6. Nearest Hospital 3.68 W Hospital(Govt.)

7. Nearest Temple Shiv Temple 1.82 N

8. Nearest Village Pokhraha Khurd 1.05 N

9. Nearest River Gursuti River 0.5 NE

10. Nearest Police Station Daltonganj 3.59 SW

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Nearest Recreational 11. Nawatoli Park 4.24 SW Park

12. -- Kustha Colony Road Adjacent N

13. -- Abdul Rahaman Land Adjacent S

14. -- Kustha Colony Adjacent E

15. -- Palamu Medical College Adjacent W

AREA STATEMENT The total plot area of the project is 98621.85 m2 or 24.4 acres. The Built up area for hospital and its component is 63096.4 sq. m. Total Plot Area: 98621.85 Sq Meter (24.4

Acres) Breakup of 24.35 Acres:

• 12 acre for Medical college • 12.35 acre for Hospital Built up Area of the hospital: 63096.4 Sq m.(EC applied for)

The detailed Area Statement is provided below in Table 4. Table 4: Area Statement

S. No Block No. Particulars Total (m2)

1. - Total plot area 98621.85

Permissible Ground Coverage (@50% of Total 2. - 49310.92 Plot area)

Total Proposed Ground Coverage (@17.75% of 3. - 17510.0 Total plot area)

Proposed Ground Coverage for Hospital 4. - 9297.0 Building (@9.528% of Total plot area)

5. - Permissible FAR @2.5 246554.6

6. - Proposed FAR @1.428 140881.0

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

7. G+6 Proposed FAR for Hospital Building @0.5922 58408

8. G+1 Proposed 500 Capacity auditorium 2516

9. S+8 Proposed Type 3 Residence 7676

10. S+5 Proposed Resident Doctors Hostel 4694

11. G+5 Proposed Intern’s Hostel (Male) 2421

12. G+5 Proposed Intern’s Hostel (Female) 2421

13. G+1 Proposed Type 6 (Dean Residence) 473

14. G+1 Proposed Type 6 (MS Residence) 473

15. G+6 Proposed Nurse Hostel 4790

16. G+3 Proposed Guest Hostel 1768

17. G+1 Proposed Student Recreational Block 650

18. G+1 Proposed ESS 1773

19. G Proposed Guard room 14.4

20. - Proposed STP &ETP 383

21. G Bio Waste 250

22. G+4 Existing Medical College 24794

23. G+8 Existing Girls Hostel 8935.0

24. G+8 Existing Boys Hostel 8935.0

25. S+8 Existing Type – 4 (Block 1) 4952.0

26. S+7 Existing Type – 4 (Block 2) 4952.0

27. - Proposed Stilt Parking area for Hospital 2268

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Total Built Up Area (BUA) for Hospital 63096.40 28. - (7+18+19+20+21+27)

29. - Open Area (Total Plot Area – Ground Coverage) 72096.0

Proposed Landscape Area (22.08 % of Open - 15290.0 30. Area)

Height of the Hospital Building (m) (G+6) 34.0 31.

POPULATION DETAILS The estimated population of the proposed project is 3600. The details are given in Table 4.

Table 5: Population Break up

PPU/no. of person/ Total S. No. Particulars No of beds m2 Population

1. Patients 500 1-person per 1 bed 500

2. Attendant 500 1-person per 1 bed 500

3. Out Patient Department (OPD) 2000

4. Staff (Doctor+Nurse+Helper) 500

5. Visitors (20 % of Hospital Population i.e. 500) 100

Total Population 3600

PROJECT COST

Estimated Development Cost of the project is Rs. 481.28Crores.

WATER DEMAND CALCULATION

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

During construction period water will also be required for human use. It will be required for drinking and domestic uses by the workers and staffs. The entire water requirement during the construction period will be met through supplies made in water tankers. The water requirement during construction phase for the workers will be 90 KLD. The total water requirement for operational phase of the project is envisaged to be approx. 411KLD. Total Fresh water requirement is envisaged to be approx. 195 KLD which will be supplied by Municipal Corporation and treated water will be recycled and reused inside the project site to achieve zero exit discharge. The total sullage generation is envisaged to be approx. 241 KLD. The STP proposed for the total project is of 550 KLD of SBR technology (developed module wise). The ETP proposed for treatment for the effluents will be of capacity 50 KLD. The requirement of STP capacity for the Hospital component only is 300 KLD. The daily water requirement calculations, Sullage Calculations for Hospital Building is given below in Table 5 and 6 respectively. The Water Balance Diagram for Summer Season, Monsoon Season and Winter Season is shown below in Figure 2, 3 and 4 respectively. The potable water will be supplied by Municipal Corporation. The potable water will be used in drinking and other domestic uses, flushing, Horticulture, HVAC and in road washing. The table below indicates distribution of potable water by type of use during the operation period of the project.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Table 5: Calculations for Daily Water Demand

Rate Rate of Total of water Water water Water Water deman Requirem Area No. of dema Require Requirem d for ent S. No Description (sq. Beds/Oc nd for ment for ent for Flushin Domestic mtr) cupancy domes Domestic Flushing g + tic (KLD) (KLD) (@lpcd Flushing (@lpc ) (KLD) d)

A. Hospital Building

Patients + 1 Attendant +Staff 500 300 150 150 75 225 + visitors

Out Patient 2 Department 2000 10 20 5 10 30 (OPD)

Laundry + 3 500 50 25 0 0 25 Kitchen

Total Domestic Water Requirement 280

19403.33 58.2 say B. Horticulture 3 liter for 1 sq. mtr 0 58

3000 KVA C. DG Set 0.9*KVA* 8 Hours 21.6 (2*1500 KVA)

D. HVAC 430 10*Capacity* 12 hours 51.6 411.2 Total Water Requirement Say 411 KLD

Table 6: Sullage Calculations for Hospital

Domestic Water Requirement 280 KLD

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN 156KLD • 80% of Fresh Water Demand 85KLD • 100% of Flushing Water Demand Sullage Generated 241 KLD

The water balance diagram is shown below in Figure 2:

Sullage Generated 241 KLD STP FRESH WATER @ 80% Capacity 300 KLD +ETP Capacity 50 KLD (195 KLD) @100%

@ 90 % of 241 FLUSHING 85 KLD KLD =

(85 KLD) (217 KLD)

D.G sets Cooling (21.6 21.6 KLD

KLD)

HORTICULTURE (58 58 KLD KLD) 66

51.6 KLD HVAC (51.6 KLD)

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Water Balance diagram for Monsson Season:During Monsoon season the water requirement for Horticulture is consider to be zero.

Sullage Generated 241 KLD @80% FRESH WATER STP Capacity 300 KLD +ETP

Capacity 50KLD (195 KLD) @100%

FLUSHING 85 KLD @ 90 % of 241 KLD = (85 KLD) (217 KLD) D.G sets Cooling (21.6 21.6 KLD KLD)

HVAC (51.6 KLD) 51.6 KLD

Nearby public sewer/Nearby agricultural firm (58.8KLD)

Figure 3: Water Balance Diagram for Monsoon Season

Water Balance diagram for Winter Season:During Winter season the water requirement for Horticulture is consider to be 1.5 liter per sq.m.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

FRESH WATER @ 80% Sullage Generated241 KLDSTP Capacity 300 KLD +ETP (195 KLD) @ 100% Capacity 50 KLD

@ 90 % of FLUSHING 85 KLD 241 KLD = (85 KLD) (217 KLD) 21.6 KLD D.G sets Cooling (21.5 KLD)

HORTICULTURE(29 29 KLD KLD)

51.6 KLD HVAC(51.6 KLD)

Nearby public 29.8 KLD sewer/Nearby agricultural firm (29.8KLD)

Sullage Generation & Treatment

The project will generate approx.241 KLD of Sullage. The STP proposed for the total project is of 550 KLD of SBR technology (developed module wise). The ETP proposed for treatment for the effluents will be of capacity 50 KLD. The requirement of STP capacity for the Hospital component only is 300 KLD provided within the project site premises from which 217KLD treated waste water will be recovered)which will be recycled within the project site for the purpose of Horticulture, Flushing, D.G Cooling and HVAC which leads to Zero Exit Discharge.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Total Wastewater = 241 KLD

Calculations of the sludge = (Inlet BOD- Outlet BOD) * 0.35 * wastewater Load

1000 i.e (350 – 10) * 0.35 * 241/1000 = 340*0.35*241/1000 = 28.679 kg/day

SEWAGE TREATMENT PLANT

SECTION – I: SEWAGE TREATMENT PLANT (STP & ETP) 10.9.1 Ministry of Environment & Forests (MoEF) Requirement

As per Ministry of Environment & Forests (MOEF) guideline, it is mandatory to provide STP now a day and same shall be done for this project.

550,000 liters is proposed that the sewage generated from the entire campus shall be treated in a sewage treatment plant, so that the treated effluent can be recycled for horticulture, provision for flushing water of the office building. So that site will be ZERO discharge sites.

Sewage Characteristics

Design Parameters

• Project: Medical College, Hospital, Hostels &residential Buildings • Usage : Hospital, Labs &Housing users • Location : Under ground • Level : Ground Design Consideration • STP Capacity (Max). & ETP cap.(Max): 550m3/day & 50 m3/day • Area Available : 450 Sqm & 50 Sqm • Operation : Sewage & effluent (round the clock) • Influent

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

o pH : 7.5 to 8.5 o BOD 5 days @ 200C. : upto 250-350 mg/l o Suspended solids (SS) : upto 250-400 mg/l o Oil & grease : 50 mg/l o COD : upto 450-600 mg/l

• Treated Effluent

o pH : 6 - 7 o BOD 5 days @ 200C. : less than 10 mg/l o Suspended solids (SS) : less than 10 mg/l o Oil & grease : NIL o COD : less than 50 mg/l

Salient Features The plant should be suitable for low/peak flow in line with medical waste usage.

The plant should not create any noise, with no nuisance on fly or mosquito and no foul odors.

The plant should work without the use of in-organic chemical additives

The plant should be provided with tertiary treatment in form of duel media/activated carbon filter /UV system to provide zero bacteriological standards for reuse on:

• Irrigation system • Flushing System

Basis of Design The capacity/ rating of pumps and equipment etc. shall hold good for the capacity of 550m3/day & 50 m3/day and shall be good for meeting the treated parameters requirement as follows:

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

• Permissible limit as prescribed in IS: 2490 (Part-I)-1974 and environment (Protection) Rules 1986. • Water (Prevention and Control of Pollution) Act, 1977 & 1978. • Environment (Protection) Act, 1986. • Environment (Protection) Rules, 1986. • Hazardous Wastes (Management & Handling) Rules, 1989. • Manufacturer, Storage and Import of Hazardous Chemicals Rules, 1989. • Manufacturer, use import and storage and hazardous Micro-Organizers, Genetically Engineered organizations or Cell Rules, 1989. • Manual on sewage & sewage treatment - CPHEEO • The Public Liability Insurance Act, 1991. • All standards as laid down by Central Pollution Control Board and any other relevant statutory authority. • 100% recycle of waste water and removal of sludge in cake from, no water to be discharged outside the premises.

Sewage Treatment Plant General The sewage treatment plant (STP) system outlined in this section specifies the system design, manufacture, supply and installation of a standard Sequential Batch Reactor Technology system (SBR).

The Contractor shall submit analytical test reports of effluent water samples after the commissioning or after the system is put into operation or as required by the Consultant.

The report shall contain analysis of all data related to those requirements laid down by the local Authorities.

The effluent from the Sewage Treatment Plant shall be suitably treated and the effluent water recovered shall be used for irrigation purposes/ flushing system/ irrigation/ D.G etc.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Description of Process The treatment process shall comprise the following stages:

• Physical treatment: Fine bar-screening / Oil & Grease Chamber • Equalization / Collection tank: Flow equalization with air mixing • Treatment: SBR based • Final sedimentation: Settler tank • Intermediate treatment: UV System in Intermediate tank • Water reclamation: tertiary filtration and sterilization (For irrigation purpose, flushing) • Sludge disposal: In cake form through Filter Press or (Transfer through a screwed type pump to municipal tanker) Performance Criteria of the Plant

Raw sewage will be brought into the Sewage Treatment Plant. The Contractor shall receive sewage from this point to the treatment plant for treatment process.

The treatment plant shall be designed to treat the above basic characteristics expected in the raw sewage.

Treated effluent shall be connected to a tertiary filtration plant to treat and shall be use for irrigation purpose and Flushing/CT make up purposes.

Process Description

• Inlet Screen Chamber / Oil & Grease Chamber Raw sewage shall flow into the inlet screen chamber by gravity. Large solids particles shall be intercepted by a fine screen. Then there shall be Oil & Grease Tank. Sewerage will then flow into Equalization / Collection Tank The incoming sewage shall be mixed in the EQT and fine bubble aeration shall be maintained.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

• Equalization / Collection Tank

The Plant is based on Sequential Batch Reactor Technology popularly known as SBR Technology. Unlike various processes of treatments the raw sewage as obtained for the treatment undergoes Physio-Chemical & Biological Treatments. The first part of Physio-Chemical treatment is the Primary Treatment to the raw sewage, which covers the physical activities like screening, de-gritting, flow measurement, flow distribution etc. The plant is designed in accordance with the characteristics of influent and effluent as provided and according to the guidelines set up by the ‘CPHEEO Manual’, published by the Govt. of India. The detailed description of individual units & their functions are given below.

The plant comprises of the following components closed are briefed as follows:

Raw Sewage Pumping Station:

As per the requirement of the plant, the Raw Sewage Pumping Station is designed to handle average, peak and lean flows. The Coarse Screen Chamber is provided ahead of sump. Screens will be provided in the Coarse Screen Chamber to screen the raw influent. Necessary hand operated sluice gate shall be provided to isolate the screen when it is under maintenance. The Screened sewage is then allowed to flow to the Raw Sewage Collection Sump. The detention time stipulated as per the tender is adopted for the hydraulic design of wet well. The necessary pumps will be provided to pump the screened raw sewage for further treatment.

The common rising main is provided to carry the sewage from raw sewage sump to Primary units.

Primary Units:

The first unit of Primary treatment is the Inlet Chamber, in which the discharge from Common rising main through Raw Sewage Pumps is received. The inlet chamber is mainly used to control the velocity of raw influent and also for its smooth distribution of flow to the fine screen channel. The fine screen channel will be equipped with manual screen & mechanical screen as required designed for peak flow velocity. Necessary hand operated sluice gate shall be provided at upstream of the chamber to isolate the screen when it is under maintenance. The screenings is

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

conveyed to the disposal through a belt conveyor and further it is to be disposed off by suitable arrangement.

The screened influent then flows to the Grit chambers where the heavy inorganic matter is separated. The Grit free waste thus obtained will flow to SBR basin. At this stage physical treatment of raw influent known as Primary Treatment completes.

SBR Process:

SBR is a SEQUENTIAL BATCH REACTOR process. It provides highest treatment efficiency possible in a single step biological process.

SBR – System is operated in a batch reactor mode which eliminates all the inefficiencies of the continuous processes. A batch reactor is a perfect reactor, which ensures 100% treatment. Two modules are provided to ensure continuous treatment. The complete process takes place in a single reactor, within which all biological treatment steps take place sequentially.

NO additional settling unit / secondary clarifier is required!

The complete biological operation is divided into cycles. Each cycle is of 3 – 5 hrs duration, during which all treatment steps take place.

Explanation of cyclic operation:

A basic cycle comprises:

Fill-Aeration (F/A)

Settlement (S)

Decanting (D)

A Typical Cycle

During the period of a cycle, the liquid is filled in the SBR Basin up to a set operating water level. Aeration Blowers are started for aeration of the effluent. After the aeration cycle, the

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

biomass settles under perfect settling conditions. Once Settled the supernatant is removed from the top using a DECANTER. Solids are wasted from the tanks during the decanting phase.

These phases in a sequence constitute a cycle, which is then repeated.

Chlorine Contact Tank:

The Effluent from the SBR basins will be collected in Chlorine Contact Tank .The supernatant thus collected will get disinfected in Chlorine Contact Tank by adding suitable dose of chlorine and finally it is discharged in to nearby nallah.

Sludge Handling System:

The sludge as collected from SBR basins is collected into sludge sump and conveyed to centrifuge unit for dewatering the same. The necessary centrifuge feed pumps & Centrifuges will be provided. There will be an arrangement of dosing polyelectrolyte if necessary.

• Intermediate Tank The effluent shall be retained in the baffle walled cleared water tank for a minimum of 30 minutes for effective disinfection prior to discharge through UV system.

• Sludge Holding Tank Excessive sludge shall be stored in the sludge holding tank for final dewatering and disposal.

• Then will be Treated Water Tank (TWT) • Also there will be Soft Water Tank (SWT).

Equipment The following give the minimum requirements of the different components of the system.

All equipment and components of the system shall be of top quality construction and shall be corrosion resistant.

• Fine Screening Equipment

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Bar screen shall be of 304 stainless steel constructions. Drip trays shall be provided for holding and drainage of the screenings. A manual by-pass screen of 30mm opening with stainless steel drip tray shall be provided. An isolation valve shall be provided to divert the flow to the by pass screen when the screen requires service.

• Air Blowers Air blowers shall be provided with standby arrangement. Blowers shall be either of positive displacement or centrifugal with pressure vessel type complete with motor, base-plate, inlet filter, intake silencer and off-load starting system outlet silencer, anti-vibration damper, flexible coupling, filter restriction indicator, non-return valve, pressure relief valve, V-belt system or direct drive coupling. The casing rotor shall be of cast iron construction. Bearings and gears shall be grease lubricated. Motor speed shall be 1500 rpm.

The size and performance of the air blower shall be so selected that it can provide a minimum airflow rate 0.5 l /sec / diffuser to 1l/sec/diffuser maximum, and to maintain a minimum of 2.0mg/ dissolved oxygen in the aeration tanks in operation.

• Air Diffusers Air diffusers shall be made to provide a uniform distribution of fine bubble air release performance in the system. The air diffuser shall be either made of elastomic rubber membrane or composed of crystalline fused aluminum oxide with a suitable ceramic bonding material.

Membrane endurance shall be more than 180,000 expansion/contraction cycles.

The Contractor shall submit calculation to justify the diffuser selection and air requirement during the detailed design.

• Sewage Pumps Working and standby sewage pumps shall be provided.

Each shall be of submersible type c/w guide base to facilitate case of removal, lift chain and automatic discharge connection.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

• Settling Tanks Settling tanks shall include baffles to prevent short circuiting.

• Ultra Violet (UV) System UV system shall be furnished as a complete package assembly for installation in the plant room. Assembly shall include UV Lamps suitable no. UV dosing system shall perform to achieve a residue not more than 1 mg/l in the treated effluent. feed pump shall have a maximum capacity of 1 l/hr will operate on 50 Hz supply.

• Tertiary Treatment This tertiary treatment shall be provided for the effluent used for irrigation and cooling tower make-up water tank/flushing system.

The tertiary treatment plant shall comprise of the pressure sand filters and activated carbon filters. This shall be sized to accommodate 100% of the effluent discharge flow rate and shall achieve the performance as outlined and described in Design Criteria.

• Electrical Control The operation of the treatment process shall be fully automatic.

A completely assembled and pre-wired control panel consisting of weatherproof cabinet shall be furnished. The control panel shall contain all metering and status indicators, motor starters, program timers, on-off-auto change-over switches and duty selectors for equipment.

• Other Equipment Any other necessary accessories, such as buffer, riser, scrum removal devices, partition, control panel, collection devices, etc. for all the tanks and pumps (where necessary) shall be provided in order to provide a fully working systems.

• Piping Materials

o SS304 : Submerged air piping o MS epoxy : Air piping and pumped effluent riser (Non submerged) o PVC piping : Pumped effluent (submerged) & tank overflow pipe line.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Valves The Contractor shall supply and install all isolating valves and control valves as indicated on the drawings and as required for the proper and efficient operation and maintenance of the entire systems.

All valves supplied shall be suitable for the working pressure and test pressure of the system as specified elsewhere in this specification.

All valves shall be full line size.

Furnish all valves and accessory materials necessary in the piping whether or not shown on drawings as flows.

Plastic or metal plates (rustles) shall be provided to indicate the open / close status as well as the use of each valve in the pump and tank rooms.

Effluent Treatment Plant

Supply, Fabrication, installation, testing and commissioning of phyisco chemical treatment based effluent treatment plant with effluent handling capacity 50 m3 per day. The ETP shall be designed as water retaining structures, with necessary chemical dosing as required by the manufacturer's design. All the equipment, piping, and pumps to be housed in the ETP, inlet, outlet, overflow, vent, etc. The Plant shall be complete with a central Electrical Power and Control panel fully pre/site wired and with all power and control cables to all pumps and equipment including all instrumentation, level and other controls. Note: Treated effluent will be mixed in Filter Feed Tank/CCTof STP. Effluent from labs etc. Some solvent/ chemical waste originating typically from College complex shall also be discharged into the ETP. Design to take consideration of same. Daily average flow : 5 Cum/hr PH 5.5 - 9.0 BOD 250 - 600 mg/l S. Solids : 400 - 650 Mg/l COD 600 - 1200 mg/l Oil & Grease : 50-140 mg/L

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Effluent discharge standard after chemical treatment before mixing to CCT :- PH : 7.0 - 8.5 S. Solids : Less than 100 mg/l COD : Less than 100 mg/l Oil & Grease : Less than 5 mg/l BOD : Less than 30 Mg/L The ETP shall consist of following units but not limited to these unit as may be required by the manufacturer's design. MS PVC coated rungs in all tanks & Platform for maintenance etc. complete as required. SS Perforated screen having provision for chain lifting arrangement etc. complete as required (1 SET). Collection cum Equalization tank including provision for aeration will be kept to avoid any smell problems in RCC Construction (Civil contractor Scope)-10 Cum (1 SET). Reaction tank with air diffuser and piping complete of adequate capacity. Fine air bubble jet diffuser with EPDM seat minimum number of diffusers to be provided as per manufacturer's recommendations inRCC Construction. Secondary clarifier tank, Tube Deck Media, hopper bottom type with arrangement of deep well, baffle wall, scum removal arrangement, outlet launders with arrangement of lifting sludge from the bottom etc. complete as required in RCC Construction.(1 SET) Providing and fixing all piping (as described below) and isolation control valves, non return valves etc. for making the system complete. PVC piping (10kg/sqcm) - For all submerged waste water piping. MS (C Class) - For all exposed air piping and flexible stainless steel pipe for submerged air piping. GI (C class) for all other water piping. ( 1 LOT). Providing and fixing all instrumentation eg. Pressure guages, level controllers, sensors, rotametres for air, water etc. for making the system complete (1 LOT). EQUALIZED WASTE WATER TRANSFER PUMPS : Providing, installation, testing & commissioning of Horizontal / Submersible centrifugal pumps solid handling (min. 20 mm) pumps. The pumps shall be made of CI casing, bronze Impellar, CS shaft & sleeve, Mechanical Seal are connected to a TEFC induction motor

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

mounted on a common channel base frame with coupling guard, 150 mm dia pressure gauge with GM isolation cock, suitable vibration eliminator pads of approved design. Motor to be suitable for 400/440 V, 3 Phase, 50 cycles AC power supply, including all necessary piping, valves and other accessories and concrete foundation complete as required. Capacity : 5.0 M3/hr @ Discharge Head 12 M head (1 Working + 1 Standby) (1 SET) Mono block centrifugal Sludge Transfer Pumps (2 Nos. - One working& one standby ( 1 SET) (Solid handling cap. 6 mm) Flow rate (each) = 1 m3 / hr Head = 8-10 Mtr Providing and fixing lime/alum/polyelectrolyte dosing system consisting of ABS lime dosing pump (0-6 lph) with 100 l HDPE tanks including all piping from the dozer to the reaction tank etc. Contractor shall include all electrical and mechanical items as required to operate the system automatically and also include in his rates any other components/tanks/ equipment/ etc. required to complete the job as required. Only main power supply with the earthing to be (ETP+STP) main control panel shall be provided by the owner through other agencies. The electrical panle will also include all the required NO/NC contacts, contactors etc. required to provide BMS connectivity. Bypass arrangement shall be provided such that equalization tank pump can be used to pump out sewage to external manhole incase of maintenance of ETP.

Rain Water Harvesting

Surface water in abnormal quantity resulting from heavy rainfall or snow is known as storm water. The storm water disposal system for the up-coming hospital project will be self-sufficient and there will be no stagnation or flooding of water. The amount of storm water run-off will depend upon intensity and duration of precipitation, and time required for such flow to reach the drains.

In the proposed project it has been worked out to provide 21 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area. The pipe drain and underground drainage system will be adopted for this project.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

The roof water from all the buildings will be brought down through rain water pipes and will be connected to underground drainage system. This will be connected with the proposed Municipal Storm Water Drain.

The Rain water harvesting system will be designed and catered to as per the guidelines of Central Ground Water Authority (CGWA) considering free board concept. At the bottom of the recharge well, a filter media will be provided to avoid choking of the recharge bore. The design specifications of the proposed rain water harvesting system are as follows: Catchments/roofs will be accessible for regular cleaning.

• The roofs shall have smooth, hard and dense surface which, will allow the materials to release smoothly and there will be no damage to the roof. Roof painting will be avoided as paints contain toxic substances. • All gutter ends will be fitted with wire mesh screen and a first flush device will be installed. Most of the debris viz leaves; plastic bags and paper pieces carried by the water from the rooftop will get hold by the mesh at the terrace outlet. • To prevent contamination the runoff from the first 10-20 minutes of rainfall will be flushed off. • No sewage or waste water will be admitted into the system. • No waste water from areas having oil, grease, or other pollutants will connect to the system. The entire project site will be provided with extensive planned underground drainage system with gravity connections to the Recharge pits. Overflow from last Recharge pit will be connected to propose Municipal Storm Water Drain. The arrangement provides appropriate protection to the site against flooding.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

CONSTRUCTION OF GOVERNMENT HOSPITAL AT PALAMU Sub: Details Calculation of Total Rain Water Harvesting Pit.

C Landscaped & green areas - volume of runoff

1 AREA 15290 SQM 1.529 HECTARE 2 RAINFALL (One Hour) 25 mm/Hr 3 COEFFICIENT 0.2 DISCHARGE AS PER RAINFALL 4 INTENSITY (Q) 76.45 CUM/Hr

D Total for all areas - volume of runoff & Calculation for RWH

Total Volume of runoff generated from the 1 1687.27 m3 proposed campus (A+B+C) Percolation of Rain Water through harvesting 2 168.73 m3 pit 10% of total discharge Balance Volume of rainwater discharge 3 1518.54 m3 capacity. Size of the Rain Water Harvesting Pit 4 Structure for 60 minute storage (Dia.of Pit- 15018.54 m3 4.5m &effective depth-4.5m) 5 Volume of a single circular recharge pit 71.53 m3 6 Hence No. of pits required 21 Nos

Note: Calculations based on Mannings formula Q=10*C*I* A

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

1. We have calculate the rainfall data as per customized rainfall information system(CRIS) Palamu, Jharkhand in given for last five year, so we have considerd the month of july 2017 in 482mm and same we have consider for 10 day (Peak) =482/10=48.20mm per day and we are consider 25mm per hour in case of peak rain fall time. 2. Runoff coficient for different surfaces referedfrm table 2.9 of consgtrcution manual issued by MOEF&CC, GoI

PARKING FACILITIES

Adequate provision has been made for parking of cars and other vehicles in the project site. The provision for parking has been made both for patients and visitors.

Table 7: Parking required as per Jharkhand Building bye laws

S. No. Particulars No. of beds Beds Per ECS ECS

1. Hospital Building 500 1 ECS/ 15beds 33.3 say34

Total Parking Required as per Jharkhand Building bye laws 34

Table 8: Parking Proposed

S. No. Particulars FAR / Rooms/ Seats Area Per ECS (Sq.m) ECS

Open parking for 1. 3128.0 1 ECS/ 23sq. m. 136 hospital

Total Proposed parking 136

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

TRAFFIC MANAGEMENT

The proposed project site is well connected by State Highway (SH)-10. During construction period the traffic on this road will hardly be affected due to congestion. Hence, there will be no need of traffic diversions and traffic segregation at this stage. Further, it is ensured that there will be no encroachment on the roadside during construction period. The Internal roads are 6 and 9 meters wide. They are divided into two lanes for easy flow of traffic. All the internal roads will be provided with architectural divider and two way vehicular movements will ensure proper traffic management.

POWER REQUIREMENT

Power for the proposed project will be supplied by Jharkhand Bijli Vitran Nigam Limited. Maximum Electrical Demand load for grid supply for the proposed project has been worked out to 2921.8 KVA.

As power back up, install two DG sets (2 x 1500 KVA) for Hospital building.

The DG sets will be equipped with acoustic enclosure to minimize noise pollution and adequate stack height for dispersion of SO2, NOX, PM10, PM2.5 and other pollutants

The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for dispersion of SO2, NOX, PM10, PM2.5 and other pollutants.

CONSTRUCTION OF GOVERNMENT 500 BEDDED HOSPITAL AT PALAMU

ELECTRICAL LOAD SUMMARY

GRID S. DESCRIPTION C.L. DEMAND No. D.F. (KW) LOAD (KW)

ELECTRICAL LOAD CALCULATION

1 HOSPITAL BLOCK-A 570 1 570

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN 2 HOSPITAL BLOCK-B 659 1 659

3 HOSPITAL BLOCK-C 813 1 813

4 HOSPITAL BLOCK-D 772 1 772

5 MORTUARY BLOCK 36 1 36

6 ESS 12 0.8 9.6

7 ETP 15 0.8 12

8 STP 75 0.8 60

9 HVAC LOAD 825 1 825

10 TOTAL 3756.6

11 OVERALL DIVERSITY 0.70

12 DEMAND LOAD ( KW) 2629.62

13 POWER FACTOR 0.9

DEMAND LOAD IN KVA 2921.8

SOLID WASTE GENERATION

Solid waste will be generated both during construction and operation phase. The expected to be generated during the construction phase will comprise of excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be taken for proper management of solid waste:

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

• Construction yards are proposed for storage of construction materials. • The excavated materials such as topsoil and stones will be stacked in a safe place for reuse during later stages of construction. • Excavated top soil will be stored in temporary constructed soil bank and will be reused for landscaping. • Remaining soil will be utilized for refilling, road construction and rising of site level at various locations or selling to outside agency for their use.

Solid Waste

Construction Waste

Construction waste, Empty Cement Excavated Soil Broken Bricks, Waste Bags Plaster etc.

Top soil conserved for Used in re-filling, Road Making landscaping and raising site level balance used in refilling

Figure 2:Solid Waste Management Scheme (Construction Phase)

The total solid waste to be generated from the project will be around 941 kg per day. The table below indicates the Solid waste generation under various categories.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN Table 9: Calculation of Solid Waste Generation

Waste generated S. No. Category Kg per capita per day (kg/day)

1 Patient + Attendant 1000 @ 0.5 kg/day 500

2 Staff 500 @ 0.25 kg / day 125

3 Visitor +OPD 2100@ 0.15 kg /day 315

Landscape waste 4 3.8 @ 0.2 kg/acres 0.76 (15290.0 m2)

940.76 kg/day Say Total Solid Waste Generated 941 kg/day

The estimated quantity for e-waste

Total Waste generated per day: 940.72 kg/day Say 941 kg/day

S. No Waste Quantity Kg/day Percentage

1 Biomedical waste 235.25 25

Rest remaining MSW 705.75 kg/day

2 Bio degradable waste - 352.875 50

3 Non-bio degradable 282.30 40

4 Other inert waste 63.51 9

5 E-waste 7.05 1

1. Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000 2. E-waste will be managed as per E-waste (Management & Handling Rules, 2016). It will be handed over to Govt. approved vendors. 3. Total Bio medical waste is 25% of total solid waste i.e.235.25kg/day. 4. Total e-waste generated is 7.05 kg/day.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

COLLECTION AND SEGREGATION OF WASTE

1. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste. 2. For waste collection, adequate number of colored bins (Green, Blue and dark grey bins separately for Bio-degradable and Non Bio-degradable) are proposed to be provided at strategic locations of the area. 3. Litter bins will also be provided in open areas like parks etc.  Treatment of waste • Bio-Degradable wastes 1. Bio-degradable waste will be subjected to Organic Waste Converter and 20% of the subjected waste will be used as manure. 2. STP sludge is proposed to be used for horticultural purposes as manure. 3. Horticultural Waste is proposed to be composted and will be used for gardening purposes. • Recyclable wastes i. The cropped grasses will be spread on the green area. It will act as manure after decomposition. ii. Recyclable wastes like paper, plastic, metals etc. will be sold to recyclers.  Disposal of Recyclable And Non-Recyclable Wastes Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000. A Solid waste management Scheme is depicted in the following figure for the proposed Project.

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

Figure 3: Solid Waste Management Scheme (Operation Phase)

Figure 4: Solid Waste Management Scheme at Hospital (Operation Phase)

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

GREEN AREA

Total green area measures 15290.0sq.m, which is 22.08 % of the open area and 15.50 % of the total plot area. There will be tree plantation within the project site and along the roads. In all 603 trees of eight varieties are proposed to be planted, the details of which are provided in the following table:

Table 6: Proposed List of Trees

S.No Code Botanical Name Common Name Numbers 1 Ai Azadirachtaindica Neem 85 2 Ba Bauhinia variegata Kachnar 69 3 Eo Emblica officinalis Amla 75 4 Sc Syzygiumcumini Jamun 72 5 Al Albizizlebbeck Siris 70 6 Ds Dalbergiasisoo Shisham 78 7 Ma Morusabla Mulberry 79 8 Mi Mangiferaindica Aam 75 Total 603

DETAILS OF CONSTRUCTION MATERIALS

List of building materials to be used in the proposed project:

• Coarse sand • Fine sand • Stone aggregate • Stone for masonry work • Cement • Reinforcement steel

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

• Bricks • CLC fly ash blocks • Crazy (white marble) in grey cement • P.V.C. conduit • MDS, MCBs • PVC overhead water tanks • 2 1/2'’ thick red color paver tiles • PPR (ISI marked) • PVC waste water lines • S.W. sewer line up to main sewer • PVC rain water down takes • Stainless steel sink in kitchen • Joinery hardware- ISI marked

MATERIALS TO BE USED FOR CONSTRUCTION & THEIR U VALUES

For construction of hospital following building materials are use:

• CONCRETE

(a) P.C.C. M-150 with nominal mix of 1:2:4 (b) P.C.C. M-100 with nominal mix of 1:3:6 (c) P.C.C. M-75 with nominal mix of 1: 4:8 (d) Cement Concrete (e) DPC –Damp Proof Course • RCC FORM WORK • BRICK WORK (a) 75 A brick work in C.M. (1:3) (b) Fly ash brickwork (c) AAC block masonry (d) Tile brick masonry • STONE WORK (a) Marble (b) Granite

500 Bedded Government Hospital Palamu, Jharkhand CONCEPTUAL PLAN

• WOOD & PVC WORK • STRUCTURAL STEEL WORK • FLOORING (a) Cement concrete flooring (b) Chequered terrazzo tiles (c) Marble stone flooring (d) Kota stone (e) Sandstone (f) Ceramic glazed tile (g) Bamboo wood flooring (h) Vitrified tiles (i) Heat resistance terrace tile • ROOFING (a) Galvanised iron sheet profile (b) Percolated galvanised steel sheet • EXTERIOR FINISHING (a) Oil bound distemper (b) Acrylic smooth exterior paint (c) Textured paint • ALUMINIUM WORK • STRUCTURAL GLAZING & ALUMINIUM COMPOSITE PANEL

LIST OF MACHINERY TO BE USED DURING CONSTRUCTION

(i) Dumper (xi) Labor Lifts (ii) Concrete mixer with hopper (xii) Pile Boring Machines (iii) Excavator (xiii) Concrete pressure pumps (iv) Concrete Batching Plant (xiv) Mobile transit mixer (v) Cranes (vi) Road roller (vii) Bulldozer (viii) RMC Plant (ix) Tower Cranes (x) Hoist

Consent to Operate has not been obtained for the project. The detail given in Form-2 regarding the Consent to Operate, was system error. AREA STATEMENT : TOTAL PLOT AREA = 98621.85 SQMT. PERMISSIBLE GROUND COVERAGE = 50% OF PLOT AREA i.e.(49310.92 SQ.M) PERMISSIBLE MAX. F.A.R = 2.5 (i.e. 246554.62 SQ.M) BUILT UP AREA DETAIL PROPOSED GROUND COVERAGE = 17510.0 SQMT. (35.0%) PROPOSED BUILT UP AREA = 140881.0 SQMT. PROPOSED FAR = 140881.0 / 98621.85 = I.42 OPEN AREA DETAIL TOTAL PLOT AREA - COVERED AREA ON GROUND FLOOR 98621- 26525.0 = 72096.0 SQMT. PARKING = 7711.0 SQMT. PROPOSED PATH = 3463.15 SQMT. PROPOSED PAVEMENT = 26028.0 SQMT. PROPOSED LANDSCAPE = 15290.0 SQMT. 100.060M (328'-1") PROPOSED ROAD =(TOTAL PLOT AREA- GROUND COVERAGE+PARKING+PATH Boundary wall +PAVEMENT+LANDSCAPE) = 49978.68 - (17510 + 3390 + 2349.15 + 15228.53 + 5168) = 49978.68 - 43645.68 + 14315 .0 = 20648.0 SQM 66.022 M( 216'-6") REQUIRED PARKING DETAIL REQUIRED E.C.S. = 650 PROPOSED E.C.S.= 7711 / 11.52 ( ONE CAR SPACE ) B04B PROPOSED PARKING AREA = 7711.0 SQM PROPOSED E.C.S.= 669.0 270.930 M( 888'-7" ) WATER REQUIRMENT HORTICULTURE = 90 KLD B02 BACK WASHING OF FILTER = 20 KLD TOTAL DAILY WATER REQUIRMENT = 375 KLD Medical 64.007M (210'-0") PROPOSED DOMESTIC WATER TANK = 375 KLD College Entrance B04B PROPOSED FIRE FIGHTING TANK AS/NBC = 400 KLD (UNDER GROUND) Green STP DEMANDS DAILY PLUMBING WATER REQUIRMENT WITHOUT BACK WASH & HORTICULTURE = 200 KLD(DOMESTIC)+ 90 KLD (FLUSHING) = 290 KLD B-12 CAPACITY OF SEWAGE TREATMENT PLANT = 500 KLD (STP) & 50 KLD (ETP)

104.935 M( 344'-6") TREATED WATER FROM STP = 450 KLD

121.0M (397'-0") PERMISSIBLE SETBECKS FRONT SETBECK - 9 METER REAR SET BECK - 6 METER SIDE SET BECK - 6 METER PROPOSED SETBECKS FRONT SETBECK - 9 METER REAR SET BECK - 6 METER PLAY GROUND SIDE SET BECK - 6 METER 9.0 m wide road

9.0 m wide road 21.0M(69'-0")

PARKING Parking P- 1 Parking P- 7 34.660

56.388 M( 185'-0" 12.713 11 KV ESS B-17 HOSTELS B-18 6.0 m wide road

25.266

LVL+224.0 81.61M (267'-9") 38.924 M(127'-7") B-15 6.0 m wide road

148.92M (488'-7")

Green

224.613 M( 736'-9" ) OPD ENTRANCE

Green LVL+220.0

6.0 m wide road

Green

PATH Green

MEDICAL 6.0 m wide road COLLEGE SITE

GREEN 105.23M (345'-3") 6.0 m wide road

14.345 PAVEMENT

SITE FOR HOSPITAL CAMPUS SET BACK LINE Green Green BOUNDARY LINE

EXISTING 7.5 m wide road

14.793 7.5 m wide road 15.788 BUILDINGS Green Green PROPOSED BUILDINGS 269.90M (885'-6")