Table of Content S. No. Title Page No. 1. Form 1 1-20 1.1 Basic

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 18-20 2. Form 1A 21-60 2.1 Land Environment 21-31 2.2 Water Environment 32-43 2.3 Vegetation 43-46 2.4 Fauna 46 2.5 Air Environment 47-50 2.6 Aesthetics 50 2.7 Socio-Economic Aspects 51 2.8 Building Materials 51-53 2.9 Energy Conservation 53-57 2.10 Environment Management Plan (Emp) 57-60 3. Conceptual Plan 61-94 3.1 Introduction 62 3.2 Site Location, Surroundings and Connectivity 62-64 3.3 Area Statement 64-65 3.4 Population Details 65-66 3.5 Water Requirement 66-81 3.6 Rain Water Harvesting 82-84 3.7 Parking Facilities 84-85 3.8 Power Requirement 85-86 3.9 Solid Waste Generation 86-90 3.10 Green Area 90-92 3.11 Details of Construction Materials 92 3.12 Materials to Be Used For Construction & Their U Values 93 3.13 List of Machinery to Be Used During Construction Phase 93-94 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, Hazaribagh, Jharkhand 2. S. No. in the schedule 8(a) Building and Construction Projects 3. Proposed capacity /area /length Total Plot Area: 101171.45 Sq Meter (25 Acres) /tonnage to be Breakup of 25 acres: handled/command area/lease area/number of wells to be  21.1 acres for Medical College drilled.  3.9 acres for Hospital Built up Area of the hospital: 62775.5Sq m. 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 Near - Village Kolghati 1, Anchal- Sadar, Thana no. 134, Khata Sankhya 08 and 07 Plot/Survey/Khasra No. Plot no. 117, 118, 119, 120, 121, 122,123,124, 125,126,127 and 128 District Hazaribagh State Jharkhand 10. Nearest railway station/airport Hazaribagh Railway Station is about 4.0 km from the along with distance in kms. project site Birsa Munda, Ranchi Airport is about 78 km from the project site 11. Nearest Town, city, District Nearest Town Hazaribagh City is located about 2.5 km Headquarters along with from the project site. distance in kms. 12. Village Panchayats, Zilla Hazaribagh City is a town and Municipal Corporation Parishad, Municipal in Hazaribagh district of Jharkhand. 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) Not Applicable status to be given. (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) Nil 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

2 (b) Case No. (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 Hazaribagh, Jharkhand will make intensity of land use (with respect to local land use plan). permanent change in the land use pattern of the area. However, there will be no major change in the topography of the area and increase in intensity of land use. To add further all construction activities will take place according to sanctioned building plan and Detailed Project Report. 1.2 Clearance of existing land, Yes In this project 185 trees will be felled down. vegetation and buildings? Permission for which has been obtained from the DFO, Hazaribagh West Division. Tree cutting permission is attached as Annexure I. 1.3 Creation of new land uses? No No, 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. Geotechnical Investigation Report is attached as Annexure II. 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 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 Existing boundary wall will be demolished and concrete retaining wall with weep holes will be constructed. The Retention wall Plan is attached as Annexure III. 1.7 Temporary sites used for Yes A temporary Labor camp is proposed to be construction works or housing of set up within the project site for the construction workers? construction workers. The plan showing the location of labor colony is attached as Annexure IV. Around 10,000 sq. m. area will be used for construction of labor colony. The labor camp will be provided with residential accommodation, water for drinking and domestic uses, electricity, primary health facilities and toilets. 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, within the project site. 1.9 Underground works including Yes Underground work will only be confined to mining or tunneling? construction of basement for parking in the hospital. 1.10 Reclamation works? No Nil 1.11 Dredging? No Nil

4 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 handed over to authorized agency. The BMW plan is attached as Annexure V. Liquid Effluent Construction Phase During construction phase, sewage will be treated in Mobile STP.

5 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 Yes 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 Quantity of earth needed for site levelling during construction or operation will be 1,25,016 cum. The site is connected with NH-33, which is about 1.0 Km towards East direction. National highway will be used for the

6 transportation of the construction materials to the site. NH-33 is sufficient to bear the increased load on infrastructure. The transportation plan is attached as Annexure VI. 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, Yes 195 KLD which will be obtained from the Municipal Corporation. Changes in water bodies or the The average width of the pond is 70.24 m x 1.24 land surface affecting drainage or 67.19 m x 2 m. Hence, the volume of the run-off? existing pond will be 9438.85 cu.m. The existing pond will be maintained by the PP and will act as natural recharge structure. Yes

There is low lying depression with relative level of 95m, present within the project site and it will be developed during construction phase. 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

7 provided. During operational phase adequate parking space i.e. 137 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 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 The land is allotted by Department of agricultural land (ha) Revenue and land Reforms to the Department of Health and Family Welfare, Govt. of Jharkhand for the construction of Hospital. 2.2 Water (expected source & Yes Water requirement during construction competing users) unit: KLD phase will be met private tankers.

8 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, 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 will be used as per aggregates, sand / soil (expected BOQ prepared by contractor. BOQ is source – MT) attached as Annexure VII. 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.

9 Waste oil from DG sets will be the only 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 943 commercial wastes) Kg/day. (approx,) S. No Waste Quantity Kg/day 1 Biomedical 235.75 (25%) waste Rest remaining MSW 707.25 kg/day 2 Biodegradable 353.62 (50%) waste - 3 Non 282.90 (40%) biodegradable 4 Other inert 63.65 (9%) waste 5 E-waste 07.07 (1%)

10 The waste will be handover to authorized 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

11 be sent to land fill site through authorized vender or municipality. Existing boundary wall will be demolished and concrete retaining wall with weep holes will be constructed. 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 loading 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

12 trucks carrying soils and debris.  Water sprinkling will be carried out at regular intervals to reduce dust emissions.  Dust generated during operation 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

13 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 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 During construction period use of heavy machinery may cause some amount of noise and vibration above existing level. However, the noise so produced will be intermittent and of varying levels. Existing boundary wall will be demolished and concrete retaining wall with weep holes will be constructed. For plan ref. annexure III. 6.4 From blasting or piling No Blasting or Piling is not involved in the

14 present project. Hence, emission of noise due to blasting or piling is not expected. 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 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

15 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 over concrete floor within the premises before final disposal. 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,

16 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 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 Hazaribagh, where the project site natural disasters causing is located falls in Zone III, which is a environmental damage (e.g. Moderate risk zone. floods, earthquakes, landslides, All the civil structures will be cloudburst etc)? seismically resistant and designed in accordance with provisions recommended related IS codes: IS 4326: 1993 as earthquake resistant and comply with the required IS a specification. Structure stability is attached as Annexure VIII. 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

17 the proposed hospital. 9.4 Have cumulative effects due to Yes 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 Aerial distance (within 15 km.) S. No. Areas Name/Identity Proposed project location boundary 1 Areas protected under international conventions, national or local legislation Hazaribagh National About 8.0 km in North Direction for their ecological, Park landscape, cultural or other related value. 2 Areas which are important Hazaribagh Jheel About 1.87 km in South or sensitive for ecological Direction reasons - Wetlands, Chandwa Dam About 6.5 km in NW Direction watercourses or other water bodies, coastal zone, Gonda Dam About 7.0 km in SW Direction biospheres, mountains, Okhni Talab forests. About 2.0 km in SW Direction

Siwana nadi About 4.3 Km in North direction 3 Areas used by protected, important or sensitive species of flora or fauna for Hazaribagh National breeding, nesting, foraging, About 8.0 km in North Direction Park resting, over wintering, migration resting, over wintering, migration 4 Inland, coastal, marine or Nil -- underground waters 5 State, National boundaries Nil -- 6 Routes or facilities used by the public for access to NH 33 About 1.0 km in East direction. recreation or other tourist, NH 100 About 1.5 km in SW direction. pilgrim areas 7 Defense installations Nil -- 8 Densely populated or built- Mandai Khurd About 1.0 km in NW direction up area Nawdiha About 1.5 km in NE Direction. Sindoor About 1.5 km in NE Direction

18 Kolghatti About 1.0 km in SW Direction Hazaribagh city About 2.5 km in SE direction 9 Areas occupied by Government & Private About 2.5 km in SE direction sensitive man-made land School, Temple and uses (hospitals, schools, Hospital in Hazaribagh places of worship, community facilities) City

10 Areas containing Hazaribagh Jheel About 0.5 km in South Direction important, high quality or scarce resources (ground Chandwa Dam About 6.5 km in NW Direction water resources, surface Gonda Dam resources, forestry, About 7.0 km in SW Direction agriculture, fisheries, Okhni Talab About 2.0 km in SW Direction tourism, minerals) 11 Areas already subjected to pollution or environmental damage. Nil Nil (those where existing legal environmental standards are exceeded) 12 Areas susceptible to natural As per Earthquake Zonation hazard which could cause the project to present Map of India, the project site is environmental problems The area comes under located in seismic zone III (This (earthquakes, subsidence, Seismic Zone –III zone is classified as Moderate landslides, erosion, flooding or extreme or Damage Risk Zone which is adverse climatic liable to MSK VII). 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, Hazaribagh 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 medical need of the People of District the Government of Jharkhand has planned to construct a new Government Hospital, Hazaribagh Jharkhand, at a cost of Rs.509.14 Crores. The land near Anchal- Sadar, Mauza- Kolghati 1, Police station- Sadar, Police station Khata Sankhya 08 and 07 having different plots measuring total area 25 acres. In this regard a State Order was issued by the Rajasva and Bhumi Sudhar Vibhag, Government of Jharkhand for transferring of land from Lok nayak Jay Prakash Central jail, Department of Home, Jharkahnd in favor of Department of Health, Medical Education & Family Welfare, Government of Jharkhand (free of cost). A copy of the allotment letter issued in this regard is attached herewith as Annexure IX. The project will be developed According to ‘Hazaribagh Development Plan’ the allotted land parcel falls under the category of land earmarked for use under ‘Social, Cultural and Administrative uses’. Hence, the proposed land use conforms to the approved ‘Hazaribagh Master Plan’. The Project site is located Near Village Kolghatti Anchal- Sadar, Mauza- Kolghati 1, Police station- Sadar, Police station Khata Sankhya 08 and 07. The project site is bounded by open land in the North and East, Hazaribagh Central Jail in the West and Hazaribagh Jheel in the South. The development of a 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 both during construction and operation phase of the project.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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

S. No Block No. Particulars Total (m2) 101171.45 (25 1. - Total plot area acres) Permissible Ground Coverage (@50% of Total 2. - 50585.72 Plot area) Total Proposed Ground Coverage (@25.06% of 3. - 25357.42 Total plot area) 4. Proposed Ground Coverage for Hospital - 9172.75 Building (@9.066% of Total plot area) 5. - Permissible FAR @2.5 252928.625

6. - Proposed FAR @1.30 131850.11

7. B+G+6 Proposed FAR for Hospital Building @0.566 56293.6 8. G+1 Proposed 500 Capacity auditorium 2542.01

9. S+8 Proposed Type 3 Residence 5591.36

10. S+5 Proposed Resident Doctors Hostel 3524.28

11. G+5 Proposed Intern’s Hostel 3644.33

12. G+1 Proposed Type 6 (Dean/MS Residence) 906.5

13. G+6 Proposed Nurse Hostel 4002.05

14. G+3 Proposed Guest Hostel 1491.34

15. G+1 Proposed Student Recreational Block 585.19

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

16. G+1 Proposed ESS &UGT 1306.5

17. G Proposed Guard room 14.4

18. - Proposed STP &ETP 383

19. G+4 Existing Medical College 24794.0

20. G+8 Existing Girls Hostel 8935.0

21. G+8 Existing Boys Hostel 8935.0

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

23. S+7 Existing Type – 4 (Block 2) 4333.0

24. - Proposed Basement Parking area for Hospital 4780.0 Total Built Up Area (BUA) for Hospital 62775.5 25. - (7+16+17+18 +24) 26. - Open Area (Total Plot Area – Ground Coverage) 75814.03 Proposed Landscape Area (25.59 % of Open 27. - 19403.330 Area)

28. Height of the Hospital Building (m) (G+6) 29.50

Total built up area for the project is 62775.5 Sq. Mt.  21.1 acres for Medical College  3.9 acres for Hospital. The lay out map of the government hospital is placed as Annexure X. It includes Hospital, Guard room, STP & ETP and Electric Substation Services.

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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA 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

f) Suspended matter

g) Chlorides and Sulphates

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 90KLD. The total water requirement for operational phase of the project is envisaged to be approx. 411 KLD. Total Fresh water requirement is envisaged to be approx. 195 KLD. The total sullage generation is envisaged to be approx. 241 KLD. The daily water requirement calculations, Sullage Calculations for Hospital Building is given below in Table 2 and 3 respectively. The potable water will be used in drinking and other domestic uses, flushing and other uses like Filters Backlash and Landscape Irrigation. The table below indicates distribution of potable water by type of use during the operation period of the project.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

Table 2: 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 3: Sullage Calculations for Hospital

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

Domestic Water Requirement 280 KLD

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

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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

Details of D.G Sets 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 deadly pollutants.

CONNECTIVITY The Project site is connected through NH 33 which is 1.0 Km from the site. Other major roads found within 10 Kilometers radius are National Highway 100, Hazaribagh-Badkagaon Road and Hazaribagh-Katkamsandi Road. Ample numbers of public buses ply on NH 33 Road which is nearby to the site in different directions. The Hazaribagh railway station is located at an aerial distance of 4.0 Kms in South-West Direction. The nearest Civilian airport is Birsa Munda, Ranchi Airport. It is located at an aerial distance of 78 Kms from the project site in South Direction.

PARKING FACILITIES In the proposed Hospital Building complex 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 basement parking. For parking of cars and other vehicles different locations have been earmarked for parking within the hospital building complex. 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

1. Basement Parking for 4780.0 m2 1 ECS/35 sq. m. 136.285

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

hospital Total Proposed parking 137

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 NH-33, which is 1.0 Km towards East direction. NH-33 is sufficient to bear the increased load on infrastructure. The construction material bulk movement will be done during night time to avoid the vehicular traffic load on the existing approaching road. For transportation map ref. Annexure VI.

After Construction Phase:

The project being a well planned activity will result in organized open spaces and green areas. Total green area measures 19403.330 m2 which is 25.59 % 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).

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

Yes, land disturbance due to the construction of the upcoming Hospital Building complex in Hazaribagh is expected. As per the soil investigation report, the sandy silty soil type is present in the site. From earthquake point of view the state of Jharkhand is divided into three seismic zones. These are Zone II, Zone III and Zone IV. District Hazaribagh falls in Zone III, which is a Moderate damage zone. In this zone the earthquake intensity on MM scale (Modified Mercalli Scale) is VII. As per geotechnical investigation carried out at site, the rocky type of strata is found at 3m below the surface. Hence vulnerability to subsidence is not there. All the civil structures will be seismically resistant and designed in accordance with provisions recommended related IS codes: IS 1893-2016 (Part 1) as earthquake resistant design of Structure using renowned STAAD-Pro software. Additional reinforcement for imparting adequate toughness and ductility to resist severe earthquake shocks without collapse shall be provided as per requirements of IS: 13920-2016 Code of Practice for Ductile Design. For Structural safety certificate ref. annexure VIII.

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). There is no river flowing within 10 Kilo meters radius of the project site. However there are a few lakes/ponds in the vicinity of the project site. Some of these are listed in the table below: Table 7: List of Lakes located within 10 Kilometers of Project site.

Sr. No. Table Name Distance from the Direction project site (Km)

1 Hazaribagh Jheel 1.87 South 2 Chandwa Dam 6.5 North-west 3 Gonda Dam 7.0 South-west 4 Okhni Talab 2.0 South-west

The revised survey plan with footprints of all the basements and buildings is attached as Annexure XI. The proposed drainage system will be well connected with external drainage system to avoid the contamination due to leaching of the construction material.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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. The total earth excavated will be 77,452 cum. The earthwork quantity for filling work will be 1,25,016 cum. The plan is attached as Annexure XII. Sectional drawing for cutting and filling operation is attached as Annexure XIII. 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 Hazaribagh Nagar Nigam 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. The plan showing the location of debris yard is attached as Annexure XIV. 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:

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.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 ground, there is an 8m level difference in the slope. The land is allotted by the Rajasv and Bhumi Sudhar Vibhagh, Government of Jharkhand. Revised contour plan is attached as Annexure XI.

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.  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.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 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:

Table 9: Calculations for Daily Water Demand

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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, Hazaribagh 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, Hazaribagh 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, Hazaribagh 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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA 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 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 Hazaribagh Nagar Nigam.

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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

(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 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 Municipal Storm Water Drain. The storm water drainage plan is attached as Annexure XV. Municipal Storm Water Drain is attached as Annexure XVI.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

The Rain water harvesting system will be designed and catered to as per the guidelines of Central Ground Water Authority (CGWA). 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 Municipal Storm Water Drain. The arrangement provides appropriate protection to the site against flooding. CONSTRUCTION OF 500 BEDDED GOVERNMENT HOSPITAL AT HAZARIBAGH Sub :Details Calculation of Total Rain Water Harvesting Pit.

S.NO. DESCRIPTION DETAILS UNIT REMARKS A Terraces areas - Volume of runoff 1 AREA 25888.59 SQM 2.588859 HECTARE 2 RAINFALL (One Hour) 25 mm/Hr 3 COEFFICIENT 0.8 DISCHARGE AS PER RAINFALL 4 INTENSITY (Q) 517.77 CUM/Hr

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 12376.84 SQM 1.237684 HECTARE 2 RAINFALL (One Hour) 25 mm/Hr 3 COEFFICIENT 0.2 DISCHARGE AS PER RAINFALL 4 INTENSITY (Q) 61.88 CUM/Hr

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

Total Volume of runoff generated from 1 1632.68 m3 the proposed campus (A+B+C)

Percolation of Rain Water through 3 2 163.27 m harvesting pit 10% of total discharge Balance Volume of rainwater discharge 3 1469.41 m3 capacity. Size of the Rain Water Harvesting Pit 4 Structure for 60 minute storage (Dia.of 1469.41 m3 Pit-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

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 complex. 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. The design is attached as Annexure XVII.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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?

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 Information Booklet Hazaribagh District, Jharkhand State, the depth to water levels – Depth to water levels during pre-monsoon season varies between 7.10 mbgl to 11.90 mbgl. Shallowest water levels were reported from Meru (7.10 mbgl) and the deepest water level from Barkagaon (11.90 mbgl). Hazaribagh, Padma, Barkagaon, Dari, Churchu, Barhi blocks have water level more than 10 mbgl, Bishungarh, Barkatha, Chalkusha block. During Post-monsoon season water level varies between 2.10 mbgl to 8.90 mbgl. Fluctuation varies between 2 to 6 m. The water demand of the project will be fulfilled partly from the fresh water and partly from the treated water.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

During soil investigation, hard rock is found at the depth of 3-4 m. So, the water table will not be intersecting during construction. Hydrogeological study will be carried in due course of time i.e. post monsoon to map ground water table. 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 adopting contour farming to protect soil resources. 3) Land use control program. 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.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

 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 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. The water requirement for the construction workers is around 90 KLD. 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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 each unit will enable the water supplier to supply both potable and reclaimed water to a consumer simultaneously. The fresh water to be extracted by ground 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). Total green area measures about 19403.330 Sq m. which is 25.59 % of open area and 19.17% of the total plot area. There will be tree plantation within the building complex 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 1000. The details for the same are given below: Table 11: Proposed list of Trees

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

7. Derris indica Karanj Evergreen 10 Quick 8. Dalbergia sissoo Shisham Evergreen 10 Moderate 9. Mangifera indica Aam Evergreen 15 Quick 10. Morus alba Mulberry Evergreen 08 Quick

Table 12: Proposed list of Shrubs

Common Evergreen/ S.NO Botanical Name Height (m) Growth Rate Name Deciduous Indian 1. Abutilon indicum Deciduous 05 Quick Mallow Bambusa 2. Bamboo Deciduous 20 Quick arundinocia Bougainvillea 3. Bougainvillea Evergreen 08 Quick spectabilis Carissa 4. Karaunda Evergreen 03 Quick spinarum 5. Citrus limon Nimbu Evergreen 03 Slow Dendrocalamus 6. Banskaban Deciduous 12 Quick strictus 7. Hamelia patens Scarlet bush Evergreen 03 Quick Hibiscus rosa- 8. Gudhal Evergreen 03 Quick sinensis Juniperus 9. Aaraar Evergreen 10 Quick communis 10. Lantana camara Lantana Evergreen 03 Quick

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) In the proposed project there will be cutting of trees is involved. Permission for tree cutting has been approved by Divisional Forest Officer, Hazaribagh West division. Total no. of trees to be felled is 185. Tree cutting permission is attached as Annexure I. Some trees present in the project site, will be conserved. 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. The plan showing the same is attached as Annexure XVIII. Besides the above there will be internal parks and lawns. About 19403.330 Sq. m of the plot area has been earmarked for green development. This is 25.59 % of Plot area and 19.17% of the total plot area. The project proponent has decided to plant 1000 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 complex. 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.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 complex 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 29.50 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 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:  Covering the scaffolding  Clearance of grass or weeds in the activity area

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

 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 residents and visitors. Also arrangements have been made for smooth movement of all categories of vehicles and there will be no scope for traffic bottleneck. 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 basement parking. The provision for parking facilities will be open, stilt as well as basement 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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

Basement Parking for 1. 4780.0 m2 1 ECS/35 sq. m. 136.285 hospital Total Proposed parking 137

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 hospital complex 9 meters wide and shall have two lanes. Near the residential areas the width of the internal road varies between 6.0-7.5 m. 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 only one entry and exit gate for incoming and outgoing vehicular traffic. 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.  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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 New Hospital Building project in Hazaribagh 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 Hazaribagh.

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

There is no existing structure. 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.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 complex. 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 Hazaribagh city. Besides the above there are large number of temples, mosques, Gurdwaras and Churches Hazaribagh city. The area is well connected with public transport. There are also good numbers of markets and shopping Centers.

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 complex. 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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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, scaffolding, 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.

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.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

• 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. These will be arranged through the nearby thermal power plant by the contractor.

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. Biodegradable waste will be treated in the project site by an organic waste converter. 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. 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?

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

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 deadly 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 complex Project. The DG sets will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion of toxic pollutants.

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?

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

The type of glass proposed to be used will be plain 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. The u-value of glass will be – 5.40 – 5.49. 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 sun path analysis 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 2007 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, Hazaribagh FORM IA

The recommended illumination levels (in Lux) will be as per the National Building Code of India (2007).

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. Firefighting measures will be adopted as per the guidelines of NBC. External yard hydrants will be installed all around the buildings in the complex and the galvanized steel fire hose boxes/cabinet will be weather proof. All external yard hydrants will be one meter height from

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA finished ground level as per NBC at a 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 1983. • 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.

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA

• 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.

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 complex 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  CFLs 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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA 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. 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

Construction of 500 Bedded Government Hospital, Hazaribagh FORM IA 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:  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, Hazaribagh Conceptual Plan

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500 Bedded Government Hospital, Hazaribagh Conceptual Plan

CONCEPTUAL PLAN 1. INTRODUCTION Taking into consideration the growing medical need of the People of District the Government of Jharkhand has planned to construct a new Government Hospital, Hazaribagh Jharkhand, at a cost of Rs 509.14 Crores. The hospital will be constructed in the existing medical college campus, which is already in operational. The land near Anchal- Sadar, Mauza- Kolghati 1, Police station- Sadar, Police station Khata Sankhya 08 and 07 having different plots measuring total area 25 acres. In this regard a State Order was issued by the Rajasva and Bhumi Sudhar Vibhag, Government of Jharkhand for transferring of land from Lok Nayak Jay Prakash Central jail, Department of Home, Jharkhand in favor of Department of Health, Medical Education & Family Welfare, Government of Jharkhand (free of cost). The project will be developed According to ‘Hazaribagh Development Plan’ the allotted land parcel falls under the category of land earmarked for use under ‘Social, Cultural and Administrative uses’. Hence, the proposed land use conforms to the approved ‘Hazaribagh Master Plan’. 2. SITE LOCATION, SURROUNDINGS AND CONNECTIVITY The Project site is located Near Village Kolghatti Anchal- Sadar, Mauza- Kolghati 1, Police station- Sadar, Police station Khata Sankhya 08 and 07. The project site is connected through NH 33 which connects the Hazaribagh City. The project site is bounded by open land in the North and East, Hazaribagh Central Jail in the West and Hazaribagh Jheel in the South. The Geographical Co-ordinates of the project site are Latitude 24° 1'0.19"N and Longitude 85°21'47.74"E. Table 1: Geographical Coordinates

S. No Latitude Longitude

A 24° 0'54.01"N 85°21'44.66"E B 24° 1'0.08"N 85°21'41.71"E C 24° 1'8.38"N 85°21'47.88"E D 24° 1'8.65"N 85°21'54.22"E E 24° 1'4.04"N 85°21'53.80"E F 24° 0'56.59"N 85°21'52.60"E G 24° 0'55.99"N 85°21'48.62"E

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

Figure 1: 500m Buffer map

Table 2:Site Surroundings

Approx. Aerial S. No. Particular Name/ Identity Direction Distance (Km) Nearest National 1. NH-33 1.0 E Highway Nearest Railway Hazaribagh Railway 2. 4.0 SW Station Station Birsa Munda, Ranchi 3. Nearest Airport 78.0 S Airport 4. Nearest School Zila School, Hazaribagh 1.68 S

5. Nearest College/ Vinoba Bhave University 0.5 E Institute/ University

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

6. Sadar Hospital, Nearest Hospital 2.2 SW Hazaribagh 7. Nearest Temple Noora Mandir 1.25 SW 8. Nearest Village Dumudih 5.7 S 9. Nearest River Hazaribagh Jheel 1.87 S

10. Police Chauki, Nearest Police Station 2.2 W Hazaribagh 11. Nearest Fire Station Fire Station, Hazaribagh 3.78 SE

12. Nearest Recreational Shaheed Nirmal Mahto 0.7 SE Park Park

3. AREA STATEMENT

The total plot area of the project is 101171.45 m2or 25 acres. Breakup of 25 acres:  21.1 acres for Medical College  3.9 acres for Hospital.

The Built up area for hospital and allied building is 62775.5 sq. m. The detailed Area Statement is provided below in Table3. Table 3: Area Statement

6. - Proposed FAR @1.30 131850.11

7. B+G+6 Proposed FAR for Hospital Building @0.566 56293.6

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

8. G+1 Proposed 500 Capacity auditorium 2542.01

9. S+8 Proposed Type 3 Residence 5591.36

10. S+5 Proposed Resident Doctors Hostel 3524.28

11. G+5 Proposed Intern’s Hostel 3644.33

12. G+1 Proposed Type 6 (Dean/MS Residence) 906.5

13. G+6 Proposed Nurse Hostel 4002.05

14. G+3 Proposed Guest Hostel 1491.34

15. G+1 Proposed Student Recreational Block 585.19

16. G+1 Proposed ESS &UGT 1306.5

17. G Proposed Guard room 14.4

18. - Proposed STP &ETP 383

19. G+4 Existing Medical College 24794.0

20. G+8 Existing Girls Hostel 8935.0

21. G+8 Existing Boys Hostel 8935.0

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

23. S+7 Existing Type – 4 (Block 2) 4333.0

24. - Proposed Basement Parking area for Hospital 4780.0 25. Total Built Up Area (BUA) for Hospital 62775.5 - (7+16+17+18+24) 26. - Open Area (Total Plot Area – Ground Coverage) 75814.03 Proposed Landscape Area (25.59 % of Open 27. - 19403.330 Area)

28. Height of the Hospital Building (m) (G+6) 29.50

There are two entries -exit point. The internal road is divided into two lanes of six meter and Nine meters each. 4. POPULATION DETAILS

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

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

Table 4: Population Break up

PPU/no. of Total S. No. Particulars No of beds person/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 Rs509.14 Crores. 5.WATER REQUIREMENT 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 90KLD. 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 KLDwhich 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

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

calculations, Sullage Calculations for Hospital Building is given below in Table 5 and 6 respectively. The Water Balance Diagram for Summer Season, Monsson Season and Winter Season is shown below in Figure 2, 3 and 4 respectively. The potable water will be supplied by Hazaribagh Nagar Nigam. 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. Table5: 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 + 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

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

KLD

Table 6: Sullage Calculations for Hospital

Domestic Water Requirement 280 KLD

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

The water balance diagram is shown below in Figure 2:

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

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

21.6 KLD D.G sets Cooling (21.6 KLD)

HORTICULTURE 58 KLD (58 KLD)

51.6 KLD HVAC (51.6 KLD)

ZERO EXIT DISCHARGE

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

Figure 2: Water Balance Diagram for Summer Season Water Balance diagram for Monsson Season:During Monsoon season the water requirement

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

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

21.6 KLD D.G sets Cooling (21.6 KLD)

HVAC 51.6 KLD (51.6 KLD)

Nearby public sewer/Nearby agricultural firm (58.8KLD)

for Horticulture is consider to be zero.

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, Hazaribagh Conceptual Plan

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

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

21.6 KLD D.G sets Cooling (21.5 KLD)

HORTICULTURE 29 KLD (29 KLD)

51.6 KLD HVAC (51.6 KLD)

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

Figure 4: Water Balance Diagram for Winter Season

Sullage Generation & Treatment The project will generate approx.241 KLDof 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 KLDprovided within the project site premises from which 217KLD

500 Bedded Government Hospital, Hazaribagh Conceptual Plan 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. Total Wastewater = 241 KLD Calculations of the sludge = (Inlet BOD- Outlet BOD) * 0.35 * wastewater Load 1000 i.e (400 – 5) * 0.35 * 241/1000 = 395*0.35*241/1000 = 33.3 kg/day SEWAGE TREATMENT PLANT (STP & ETP) 1.1.1 Ministry of Environment & Forests (MoEF&CC)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.

 300,000 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 dischargesites.

1.2 SewageCharacteristics

1.2.1 DesignParameters

 Project: Hospital,  Usage : Hospital, Labs &Housing users  Location : Underground  Level : Ground

1.3 DesignConsideration

 STP Capacity (Max). &ETPcap.(Max): 300m3/day & 50m3/day  AreaAvailable : 450 Sqm & 50Sqm  Operation : Sewage & effluent (round theclock)  Influent opH : 7.5 to8.5 o BOD 5 days@ 200C. : upto 250-350mg/l o Suspendedsolids(SS) : upto 250-400mg/l o Oil& grease : 50mg/l

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

o COD : upto 450-600mg/l

 TreatedEffluent

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

1.4 Salientfeatures

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 foulodors. 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:  Irrigationsystem  FlushingSystem

1.5 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:

 Permissible limit as prescribed in IS: 2490 (Part-I)-1974 and environment (Protection) Rules1986.  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

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

other relevant statutoryauthority.  100% recycle of waste water and removal of sludge in cake from, no water to bedischarged outside thepremises. 1.6 Sewage TreatmentPlant

1.6.1 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.

1.6.2 Description of Process

The treatment process shall comprise the following stages:

 Physicaltreatment: Fine bar-screening / Oil & Grease Chamber  Equalization /Collectiontank: Flow equalization with airmixing  Treatment: SBRbased  Finalsedimentation: Settler tank  Intermediatetreatment: UV System in Intermediatetank  Waterreclamation: tertiary filtration and sterilization(For irrigation purpose, flushing)  Sludgedisposal: In cake form through Filter Press or (Transfer through a screwed type pump to municipaltanker)

1.6.3 Performance Criteria of thePlant

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.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

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 uppurposes. 1.6.4 ProcessDescription

 Inlet Screen Chamber / Oil & GreaseChamber

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.

 Equalization / CollectionTank

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

500 Bedded Government Hospital, Hazaribagh Conceptual Plan 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 furthertreatment.

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 conveyed to the disposal through a belt conveyor and further it is to be disposed of 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 placesequentially.

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.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

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 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.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

 Then will be Treated Water Tank(TWT)

 Also there will be Soft Water Tank(SWT).

1.6.5 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

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 bypass 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 1500rpm.

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 bondingmaterial.

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

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

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.

 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

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

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 airpiping o MSe poxy : Air piping and pumped effluent riser (Non submerged) o PVC piping : Pumped effluent (submerged) & tank overflowpipe line. 1.6.6 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 thisspecification.

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.

The alignment and slope of the sewer line will follow the road network, drains and natural ground surface and the same will be connected to the trunk sewers. The discharge point will be a treatment plant, a pumping station, a water course or an intercepting sewer. Pumping stations will be provided at places where the natural slope of the terrain is insufficient to permit gravity flow or the cost of excavation is uneconomical to do the same. ETP (Effluent Treatment Plant) Supply, Fabrication, installation, testing and commissioning of phyiscochemical treatment based effluent treatment plant with effluenthandling capacity 50 m3 per day. The ETP shall be designed aswater retaining structures, with necessary chemical dosing asrequired by the

500 Bedded Government Hospital, Hazaribagh Conceptual Plan manufacturer's design. All the equipment, piping, and pumps to be housed in the ETP, inlet, outlet, overflow, vent, etc. ThePlant shall be complete with a central Electrical Power and Controlpanel fully pre/site wired and with all power and control cables to allpumps and equipment including all instrumentation, level and othercontrols. Note: Treated effluent will be mixed in Filter Feed Tank/CCTof STP. Effluent from labs etc. Some solvent/ chemical waste originatingtypically from College complex shall also be discharged into theETP. 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 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 asmay be required by the manufacturer's design. MS PVC coated rungsin 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 bekept to avoid any smell problems in RCC Construction (Civil contractor Scope)-10 Cum (1 SET). Reaction tank with air diffuser and piping complete of adequatecapacity. Fine air bubble jet diffuser with EPDM seat minimum numberof diffusers to be provided as per manufacturer's recommendations inRCC Construction.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

Secondary clarifier tank, Tube Deck Media, hopper bottom type witharrangement 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 isolationcontrol 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 steelpipe for submerged air piping. GI (C class) for all other water piping. ( 1 LOT) Providing and fixing all instrumentation eg. Pressure guages, levelcontrollers, sensors, rotametres for air, water etc. for making thesystem 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 Impeller, CS shaft &sleeve, Mechanical Seal are connected to a TEFC induction motormounted on a common channel base frame with coupling guard, 150mm dia pressure gauge with GM isolation cock, suitable vibrationeliminator 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 asrequired. Capacity: 5.0 M3/hr @ Discharge Head 12 M head (1 Working + 1Standby) (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 systemconsisting of ABS lime dosing pump (0-6 lph) with 100 l HDPE tanksincluding all piping from the dozer to the reaction tank etc. Contractor shall include all electrical and mechanical items as requiredto operate the system automatically and also include in his rates anyother components/tanks/ equipment/ etc. required to complete the jobas required. Only main power supply with the earthing to be (ETP+STP)main control panel shall be provided by the owner through otheragencies. The

500 Bedded Government Hospital, Hazaribagh Conceptual Plan electrical panle will also include all the required NO/NCcontacts, contactors etc. required to provide BMS connectivity. Bypass arrangement shall be provided such that equalization tankpump can be used to pump out sewage to external manhole incase ofmaintenance of ETP. 6. 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 runoff 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 Municipal Storm Water Drain. The storm water drainage plan is attached as Annexure XV. Municipal Storm Water Drain is attached as Annexure XVI. The Rain water harvesting system will be designed and catered to as per the guidelines of Central Ground Water Authority (CGWA). 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.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

 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 Municipal Storm Water Drain. The arrangement provides appropriate protection to the site against flooding.

CONSTRUCTION OF 500 BEDDED GOVERNMENT HOSPITAL AT HAZARIBAGH

Sub :Details Calculation of Total Rain Water Harvesting Pit.

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 INTENSITY 4 (Q) 1053.02 CUM/Hr

C Landscaped & green areas - volume of runoff

1 AREA 12376.84 SQM 1.237684 HECTARE 2 RAINFALL (One Hour) 25 mm/Hr 3 COEFFICIENT 0.2 DISCHARGE AS PER RAINFALL INTENSITY 4 (Q) 61.88 CUM/Hr

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

Total Volume of runoff generated from the 3 1 1632.68 m proposed campus (A+B+C)

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

Percolation of Rain Water through harvesting pit 3 2 163.27 m 10% of total discharge

3 Balance Volume of rainwater discharge capacity. 1469.41 m3

Size of the Rain Water Harvesting Pit Structure 4 for 60 minute storage (Dia.of Pit-4.5m & effec tive 1469.41 m3 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

Rainwater Harvesting Structures and their locations

Number of recharge pits has been worked out to 21. The pits will be at various places within the hospital building complex. Pace of Recharging will increase by providing gravel packed bore of 400 mm diameter plain and slotted pipes of 200 mm diameter.

Figure 5: Typical Rain Water Harvesting Pit Design

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

7.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 residents 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 complex there will be provision of basement parking. For parking of cars and other vehicles different locations have been earmarked for parking within the hospital building complex. The provision for parking facilities will be basement type parking. The parking details are provided below: 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 Basement Parking for 1. 4780.0 m2 1 ECS/35 sq. m. 136.285 hospital Total Proposed parking 137

TRAFFIC MANAGEMENT The proposed project site is well connected by NH 33 which connects the Hazaribagh City. During construction period the traffic on this road will not be affected adversely. Hence, there will be no need of traffic diversions and traffic segregation. Further, it is ensured that there will be no encroachment on the roadside during construction period. To ensure the smooth flow of traffic there are two entrances, one near the hospital building and one near to the medical college & residential building. The Internal roads are divided into two lanes of 6 meters each.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

All the internal roads will be provided with architectural divider and two way vehicular movements will ensure proper traffic management. 8.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 deadly 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 deadly pollutants.

CONSTRUCTION OF GOVERNMENT 500 BEDDED HOSPITAL AT HAZARIBAGH

9. SOLID WASTE GENERATION Solid waste will be generated both during construction and operation phase. The solid waste expected to be generated during the construction phase will comprise of excavated materials,

500 Bedded Government Hospital, Hazaribagh Conceptual Plan used bags,bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to be followed for the management of solid waste:  Construction yards are proposed for storage of construction materials.  The excavated materials such as topsoil and stones will be stacked for reuse during later stageSs 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 locationsor selling to outside agency for their use.

Solid Waste

Construction Waste

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

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

Figure 6: Solid Waste Management Scheme (Construction Phase)

The total solid waste to be generated from the project will be around 943kg per day. The table below indicates the Solid waste generation under various categories.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

Table: 9: Calculation of Solid Waste and Biomedical 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 13.58@ 0.2 kg/acres 2.716 (54992.337 m2) 942.176 kg/day Total Solid Waste Generated Say 943 kg/day

The estimated quantity for e-waste Total Waste generated per day: 942.176 kg/day Say 943 kg/day

S. No Waste Quantity Kg/day Percentage 1 Biomedical waste 235.75 25 Rest remaining MSW707.25 kg/day 2 Bio degradable waste - 353.62 50 3 Non-bio degradable 282.90 40 4 Other inert waste 63.65 9 5 E-waste 07.07 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.235.75kg/day. 4. Total e-waste generated is 7.07 kg/day.

 Collection and Segregation of waste 1. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

2. For waste collection, adequate number of colored bins (Green, Blueand dark grey binsseparately 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 theproposed Project.

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

Hospital Waste

Discarded General Waste Microbiological Medicines, such as Official and Biological, Waste sharps and solid waste Cytotoxic Drugs and Garden Soiled and Solid and chemical Waste waste

Red Blue Black Green Bins Bins Bins Bins

Non Disposed Off by Government Approved Vendor Biodegradable Biodegradable for Biomedical Waste waste waste

Disposed Off by Disposed Off by Government Government Approved Vendor Approved Vendor

Figure 7: Solid Waste Management Scheme (Operation Phase)

10.GREEN AREA Total green area measures about 19403.330Sq m. which is 25.59 % of total open area and 19.17% of the total plot area. There will be tree plantation within the building complex 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 1000. The details for the same are given below:

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

Table 9: Proposed list of Trees

Common Evergreen/ S.No Botanical Name Height (m) Growth Rate Name Deciduous 1. Aegle marmelos Bel tree Evergreen 12 Slow Azadirachta 2. Neem Evergreen 20 Quick indica 3. Cassia fistula Amaltas Deciduous 12 Quick 4. Moringa oleifero Sehjan Deciduous 10 Quick 5. Cassia siamea Kashid Evergreen 10-12 Quick Emblica 6. Amla Deciduous 05 Quick officinalis 7. Derris indica Karanj Evergreen 10 Quick 8. Dalbergia sissoo Shisham Evergreen 10 Moderate 9. Mangifera indica Aam Evergreen 15 Quick 10. Morus alba Mulberry Evergreen 08 Quick

Table 10: Proposed list of Shrubs

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

strictus 7. Hamelia patens Scarlet bush Evergreen 03 Quick Hibiscus rosa- 8. Gudhal Evergreen 03 Quick sinensis Juniperus 9. Aaraar Evergreen 10 Quick communis 10. Lantana camara Lantana Evergreen 03 Quick

The project proponent will maintain the present biodiversity by development of horticulture and mass plantation. About 54.56percent of the plot area has been earmarked for green development. The plantation of trees will improve the ecology of the area. Permission for tree cutting has been approved by Divisional Forest Officer, Hazaribagh West division. Total no. of trees to be felled are 185. Ref. Annexure I.Some trees will be conserved. 11.DETAILS OF CONSTRUCTION MATERIALS List of building materials to be used in the proposed project: 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Reinforcement steel 7. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. Crazy (white marble) in grey cement 11. P.V.C. conduit 12. MDS, MCBs 13. PVC overhead water tanks 14. 2 1/2'’ thick red color paver tiles 15. PPR (ISI marked) 16. PVC waste water lines

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

17. S.W. sewer line up to main sewer 18. PVC rain water down takes 19. Stainless steel sink in kitchen 20. Joinery hardware- ISI marked

12.MATERIALS TO BE USED FOR CONSTRUCTION & THEIR U VALUES Type of Construction U values (in W/m2deg C) Walls: Plastered both sides 3.24 Solid Uncluttered 2.67 Plastered both sides 2.24 Concrete, Ordinary, Dense: -152mm 3.58 -203mm 3.18 Concrete block: CLC Fly ash block 1.19 Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered: CLC Fly ash block 1.70 Roofs Flat Reinforced concrete slab, 100mm, screed 63- 3.35 12 mm, 3 layers bituminous felt Floors: Concrete on ground or hardcore fill 1.13 + Grano, Terrazze or tile finish 1.13 + Wood block finish 0.85

13.LIST OF MACHINERY TO BE USED DURING CONSTRUCTION PHASE

(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

500 Bedded Government Hospital, Hazaribagh Conceptual Plan

(v) Cranes (vi) Road roller (vii) Bulldozer (viii) RMC Plant (ix) Tower Cranes (x) Hoist