APPLICATION FOR ENVIRONMENT CLEARANCE OF

500 BEDDED GOVERNMENT HOSPITAL

AT

Tehsil Dighi

District Dumka State Jharkhand Total Built Up Area 60122.47 Sq Meter Category of Project 8(a) Building and Construction Project Project Cost Rs. 484.58 Crores

Name of Project Proponent: Jharkhand State Building Construction Corporation Limited Address: 104/D, Rd Number 1, Ashok Kunj, Kadru, Ashok Nagar, Ranchi, Jharkhand 834002 Email: [email protected] Mobile: 9990416608

SUBMITTED BY

OCEAO-ENVIRO MANAGEMENT SOLUTIONS (INDIA) PVT. LTD.

Address: 217, 1st Floor, Judge Colony, Sector-12, Vasundhara,

Ghaziabad, Uttar Pradesh-201012 From, Mr. Lalit Tibriwal (Project Proponent) The General Manager (Project) Jharkhand State Building Construction Corporation Ltd. Project Building, P.O. Dhurwa, Ranchi – 834004 Jharkhand

To, The Member Secretary, State Expert Appraisal Committee, Jharkhand

Subject: Submission of revised application of Environmental Clearance for 500 bedded Govt. Hospital and Medical College located at Dumka, Jharkhand.

Reference: 1. MoEF&CC Gazette notification S.O 3252 (E) dated 22 December 2014.(Annexure A) 2. MoEF&CC OM F. No. 19-2/2013-IA-III dated 09th June 2015. (Annexure B)

Sir, In reference to the above captioned subject, please read MoEF&CC Gazette notification S.O 3252 (E) dated 22 December 2014 Category 8(a) Column 5, Note 1; wherein industrial shed, school, college, hostel for educational institution, are exempted from Environment Clearance. In lieu to this MoEF&CC clarifies vide its OM F. No. 19-2/2013-IA-III dated 09th June 2015 that “the component of hospitals will continue to require prior Environment Clearance”

In line of this we have submitted revised application Form 1, Form 1A and Conceptual Plan along with all the necessary annexure & documents considering built up area for hospital part of the project only.

Kindly consider our application and grant us EC at the earliest.

Best Regards

For Jharkhand State Building Construction Corporation Ltd.

Authorised Signatory Scanned by CamScanner Form-1

FORM-1 [AS PER EIA NOTIFICATION OF 14TH SEPTEMBER 2006, MODIFICATION IN 2009 & SUBSEQUENT MODIFICATION IN 2011] (I) Basic Information S. No. Item Details 1. Name of the project/s Construction of 500 bedded Government Hospital at Dumka, Jharkhand 2. S. No. in the schedule 8(a) Building and Construction Projects 3. Proposed capacity /area /length Total Plot Area: 101160.09 Square Meters ( 25 Acres) /tonnage to be Built up Area : 60122.47 Sq m. handled/command area/lease area/number of wells to be drilled. 4 New/Expansion/Modernization New 5. Existing Capacity/Area etc. Total Plot Area: 101160.09 Square Meters 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 Dumka, District Dumka, Jharkhand Plot/Survey/Khasra No. Thana No- 22, Khata No-31 Village Dighi Tehsil Saraiyahat District Dumka State Jharkhand 10. Nearest railway station/airport Kurwa Railway Station is 3.0 km from the project site along with distance in kms. Madanpur Railway Station is 3.5 km from the project site Sidu Kanhu Airport is about 5.0 kms from the project site 11. Nearest Town, city, District Nearest Town: Dumka, which is 4.0 Kms from the project Headquarters along with site distance in kms. District Headquarters: Dumka is the administrative Headquarters located at a distance of 4.0 Kms from the project site 12. Village Panchayats, Zilla Near Village : Dighi Parishad, Municipal Gram Panchyat: Dighi Corporation, Local body Tehsil: Dumka District: Dumka (complete postal addresses with State: Jharkhand telephone nos. to be given) 13. Name of applicant Mr. Amrendra Kumar Singh

14. Registered Address 15. Address for correspondence Name Mr. Amrendra Kumar Singh Designation General Manager ( Projects) (Owner/Partner/CEO) Address 104/D, Rd Number 1, Ashok Kunj, Kadru, Ashok Nagar, Ranchi, Jharkhand Pin Code 834002 E-mail [email protected] Telephone No. 0651-2446257 16. Details of Alternative Sites No alternative site was examined. No alternative site was examined, if any. Location of examined for the proposed project. The Location of the these sites should be shown on a project site is shown on a 10KM Buffer map of the Study topo sheet Area. 17. Interlinked Projects Nil 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 (a) & (b): Not Applicable as per EIA Notification dated 09th approval/ clearance under: if December 2016 yes, details of the same and their (c) Not applicable since the coastal areas are far away from status to be given. the project site. (a)The Forest (Conservation) Act, 1980? (b) The Wildlife (Protection) 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 in pending against the project and the court of law. /or land in which the project is

propose to be set up?

(a) Name of the Court (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 Proposed Construction of Government in land use, land cover or Hospital at the allotted land parcel at topography including increase in Dumka, Jharkhand will make permanent intensity of land use (with respect to local land use plan). 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. 1.2 Clearance of existing land, No The proposed project land is vacant. No vegetation and buildings? clearance of existing land, vegetation and building is required. 1.3 Creation of new land uses? Yes There will be creation of new land use.

1.4 Pre-construction investigations Yes Geotechnical Soil investigations like bore e.g. bore holes, soil testing? holes and soil testing has been carried out. 1.5 Construction works? Yes The construction work to be taken up are as follows: 1. Hospital, UGT, Guard room, Electrical Substation. 2. Development of Internal roads 3. Utilities/Services like Water Supply, Sewerage and Drainage system. 4. Construction of Rain Water Harvesting Structures and Pits 5. Power supply and back up facility, 1.6 Demolition works? No No demolition activity is required in this project. 1.7 Temporary sites used for Yes A temporary Labor camp is proposed to be construction works or housing of set up within the project site for the construction workers? construction workers. The proposed camp will be demolished when the construction work is completed. The labour camp will be provided with residential

accommodation, water for drinking and domestic uses, electricity, primary health facilities and toilets. There is a proposal to set up a creche where babies and young children will be cared during the working days. 1.8 Above ground buildings, Yes Above ground building structures include structures or earthworks including Construction of Hospital, Guard Room, linear structures, cut and fill or UGT, STP & ETP and Electrical Substation. excavations There will be earthwork for the foundation of each structure. The excavated soil will be used for site leveling, back filling and internal road construction. The top soil will be stored in a safe place fully covered so that same could be used for landscaping/horticulture development, within the project site. 1.9 Underground works including Yes The underground work is restricted to mining or tunneling? excavation of earth for development of foundation for various building structures. 1.10 Reclamation works? No Nil 1.11 Dredging? No Nil 1.12 Offshore structures? No Nil 1.13 Production and manufacturing No This is a building construction project. processes? Hence no production or manufacturing activity is involved. 1.14 Facilities for storage of goods or Yes Temporary facilities will be developed materials? during construction phase for storage of construction materials. During operation phase underground facility for storage of HSD will be constructed at a specified isolated place within the project premises. 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. It is ensured that the generated waste will be sent to nearest waste storage bins. Operation Phase During the operation phase solid waste generated will be collected daily by the trained housekeeping staff. Twin bin system will be introduced for segregation of wastes at the sources. The recyclable wastes will be sold to Government authorized vendors and non- recyclable wastes will be disposed off through authorized agency. The Biodegradable, Hazardous and E Waste will be handed over to authorized agency as per the guidelines of CPCB. Liquid Effluent Construction Phase Wastewater generated from construction site many contain suspended materials. Construction wastewater will be collected in a separate basin and will be reused after primary treatment for sprinkling on internal roads. Mobile toilets and potable water facilities will be provided at the project site during construction phase for labour and staff. Operation Phase The generated effluent will be treated in a Sewage Treatment of 300 KLD capacity

within the project site. The treated water from STP will be reused for flushing and horticulture. Surplus treated water will be discharged in municipal drain with prior permission from the authority. A copy of the STP is attached herewith. 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 No new road will be constructed either during construction or operation during construction or operation phase of the project. The approach road to the project site is NH 114A, SH-18 and SH 17. 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 496 KLD. Of this, 180 KLD which will be extracted from Yes ground water at the project site by taking prior approval from CGWA and 200 KLD will be treated water during the operation phase. 1.24 Changes in water bodies or the No There are many natural water bodies within land surface affecting drainage or 10 kilometers radius of the project site. run-off? Mayurakshi River are flowing within 10.0 Kilo meters radius of the project site.. The shortest distance from the project site to Mayurakshi River is 6.5 Kms. The Massanjore dam (also called Canada Dam), across the Mayurakshi river. The Massanjore dam located near Dumka in the state of Jharkhand which is located at 13.5 kms from the project site. There will be no negative impact on the above water bodies due to the construction of the proposed government hospital 1.25 Transport of personnel and/or Yes During construction phase there will be to materials for construction, and fro movement of people connected with operation or decommissioning? the project and supply of construction materials. Though trucks, dumpers, tippers, concrete mixers, Graders, hazardous wastes carriers etc will be provided by the building contractors or material suppliers’ transport vehicles like cars, jeeps etc will be required for commutation of project staffs and other officials to and fro the project site. This will entail regular transport facilities. During the operation phase the visitors will make their own arrangement for visiting the hospital.

However, there will be government owned ambulances, cars etc will be available for the patients and medical staffs during the operation phase. Adequate parking facilities have been made in the project site for such vehicles. 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 decommissioning which could No Nil 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 influx of people who are directly or permanently? 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. Besides the above there will be doctors, paramedical staffs, administrative staffs and informal workers who will provide services to the affected persons. Visit by these people are mostly temporary in nature. 1.29 Introduction of alien species? No Nil 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 No The project site is a developed plot owned agricultural land (ha) by the Government of Jharkhand for

specific use. As of now it is not an agricultural land and no agricultural activity is being carried out. 2.2 Water (expected source & Yes Water requirement during construction competing users) unit: KLD phase will be met by the building contractor itself. He may resort to supplies made by private tankers.

During operation phase both fresh and treated water will be used. The total water requirement for the project has been worked out to 496 KLD. Of this, 180 KLD will be potable water which will be extracted from borewell located at the project site and the remaining 200 KLD will be treated water during the operation phase

The treated water will be used for flushing and watering the landscape. Surplus water if any will be disposed off into the nearby municipal drain after seeking consent from the Medininagar Nagar Parishad. 2.3 Minerals (MT) No Not applicable 2.4 Construction material – stone, Yes Construction materials such as Cement, aggregates, sand / soil (expected Steel, Stone aggregates, marble, Sand, paint, source – MT) timber, plywood, glass etc will be required in the proposed construction project. All the above materials will be procured from reputed licensed vendors. 2.5 Forests and timber Yes There will be limited use of timber. It will be used as door frames and doors, window frames, floors, cup boards etc. Timber will be procured as per Government rate contract. 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 2359.1 KVA. As power back up, two DG Sets Total capacity 3000KVA (2* 1500) will be installed in the project area. 2.7 Any other natural resources (use No Nil 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, No 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 water supplies) will be stored in underground tank away from the hospital. 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 Nil. 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, site leveling, back filling and internal road construction. 4.2 Municipal waste (domestic and or Yes The solid waste includes paper, card board, commercial wastes) plastic cans, kitchen wastes etc. Recyclable wastes like card boards and plastic cans will be sold to authorized vendors. The inert waste will be sent to land fill site for dumping. 4.3 Hazardous wastes (as per Yes 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. Suitable care will be taken to prevent spillage and leakage of used oil from the storage drums. 4.4 Other industrial process wastes No Not applicable 4.5 Surplus product No Not applicable 4.6 Sewage sludge or other sludge Yes Dried sludge from the STP will be used as from effluent treatment manure for horticulture development. Surplus manure will be sold to farmers. 4.7 Construction or demolition Yes Construction wastes refer to unwanted wastes materials produced directly or incidentally during the course of construction of a building. During the construction period there will be generation of construction wastes namely excavated soil, bricks, concrete, gunny bags, cardboards, insulation, nails, electrical wiring,

reinforcing bars, wood, plaster, scrap metal, cement, bricks etc. All these materials may be damaged or unused, but can be recycled or reused in other forms. Hence, the above materials will be collected in a dumpster for use in back filling, roadwork, manholes etc. The gunny bags and cardboards will be sent to authorize recycler. The unused waste will be sent to land fill site through authorized vender. No demolition work is involved in the up- coming project. Hence, there will be no demolition wastes for disposal. 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 There will be emissions both from fossil fuels from stationary or stationary and mobile sources. mobile sources.  Stationary Sources: As power back up for Hospital Block, (2 x 1500 KVA ) Each DG set shall have acoustic canopy for the purpose of reduction, minimization, or attenuation of noise generated by the DG sets, when in operation. Besides the above the stack height of each DG set will be as per the norm fixed by Central Pollution Control Board (CPCB). It is ensured that a minimum of 80 percent of total emission

is passed through the stack. Further, if the calculated stack height is found less than 30 m, a minimum of 30 m height will be provided.  Mobile Sources: The rising numbers of passenger cars and commercial vehicles within the hospital complexes the increasing number of diesel fuelled vehicles and aging car fleet, all contribute to the increase in vehicle emissions in Dumka. The major pollutants are CO, Hydrocarbons, NOx and particulates. The particulates especially PM2.5 which are fine particles, easily enters our respiratory tract and damages our lungs. To check vehicular pollution the following steps will be taken: 1. It will be mandatory for every vehicle owner to carry a valid Pollution under Control Certificate (PUC) and maintain the vehicle as per prescribed emission norm. No vehicle will be allowed to enter the project site if he/she does not possess the above certificate. 2. A well maintained vehicle pollutes less and is more fuel efficient. Hence, all the vehicle owners in the upcoming group housing project will be insisted to engage a trained mechanic for servicing of their cars and other vehicles. 3. Phasing out or banned old

commercial/transport vehicles will not be allowed to make trips in the area. 4. The residents in the proposed Hospital at Dumka, Jharkhand will be encouraged to use Compressed Natural Gas (CNG) as an alternate fuel to control the pollution 5.2 Emissions from production No Not applicable since it is a construction processes project. 5.3 Emissions from materials Yes During construction period there will be handling including storage or fugitive dust emission due to loading and transport. unloading of materials like sand, cement, bricks etc. Transportations and handling of materials give birth to emission of fugitive dust at the construction site. Fugitive dust is also caused when soil is disturbed by way of digging, earthmoving, excavation and vehicular traffic. Fugitive dust is responsible for particulate matter pollution which is 10 microns and smaller. PM10 is a harmful mix of soot, chemicals, dust, salts, dirt, metals, smoke and toxins. PM10 also includes PM 2.5, which are fine particles that bypass the body’s natural defences and lodge deep in the lungs. Exposure to such particulates can trigger heart attacks, increase lung cancer risk, aggravate conditions such as asthma and bronchitis and reduce lung function. To get rid from emission of fugitive dust at the project site following steps are proposed to be taken: 1. Frequent water sprinkling for stabilization of soil.

2. To get rid from PM10 efficient sweepers will be engaged after training for cleaning the construction area and the road leading to the construction site. 3. There will be speed limit for vehicles plying within the project site. The ideal speed limit will be 10 km per hour. 4. It will be mandatory for all persons visiting the construction site to wear a dust mask for protection from fugitive dust. There will be storage of Bio Medical Waste at a designated location in the project site. There will be no facility to treat the bio medical waste at the project site. Hence, it will be handed over to authorized contractor for its treatment and disposal. 5.4 Emissions from construction Yes During the construction phase, major activities including plant and emission will be in the form of fugitive equipment dust, use of DG sets and transportation of construction materials. 5.5 Dust or odors from handling of Yes The project will cause rise in dust levels materials including construction during construction phase. Hence, following materials, sewage and waste steps will be taken to reduce dust generation during construction period: • Use of Ready Mixed Concrete to reduce material handling & dust generation. • Tarpaulins will be used to cover trucks carrying soils and debris.  Water sprinkling will be carried out at regular intervals to reduce dust emissions.

 Dust generated during operation period will be minimal due to vegetated and hard surface of the area.  Sewage generated from proposed project will be treated in an onsite STP. 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 like biomass, slash in open air (e.g. slash materials, materials and/or construction debris at the construction debris) project site will be strictly prohibited. 5.8 Emissions from any other sources No Nil 6. Generation of Noise and Vibration, and Emissions of Light and Heat: Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 6.1 From operation of equipment e.g. Yes Noise is expected to be generated during engines, ventilation plant, construction phase mainly from operation of crushers heavy machinery, DG sets, and incoming and outgoing traffic. For control of noise following measures will 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. As there is no demolition activity in the project area there is no chance of noise pollution due to demolition. 6.4 From blasting or piling No Blasting or Piling is not involved in the 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. 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 Yes The authorities in the hospital will be advised to use unit ACs which reject heat. 6.7 From any other sources No Nil

7. Risks of contamination of land or water from release of pollutants into ground or into sewers, surface waters, groundwater, coastal waters or the sea: Details thereof (with approximate Information/Checklist S. No. Yes/No quantities/rates, wherever possible) with confirmation source of information data 7.1 From handling, storage, use or Yes The waste oil generated during operation spillage of hazardous materials phase from the DG sets will be collected and stored separately in HDPE drums over concrete floor within the premises before final disposal. All precautionary steps will be taken to avoid spillage It will be transferred directly to authorized recyclers. 7.2 From discharge of sewage or No Sewage generated in the project area will be other effluents to water or the treated in the SBR technology based STP. land (expected mode and place of The treated water from the STP will be used discharge) in Flushing, Horticulture, HVAC cleaning of internal roads etc. The surplus treated water if any will be supplied to the nearby construction sites on demand; otherwise it will be discharged in the nearest municipal drain after seeking permission from the Dumka Nagar Parishad. Thus there is no scope for contamination of land and water

from the swage 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. However, fugitive dust control measures will be taken to nullify any negative impact 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 calamity or etc from storage, handling, use or disaster is anticipated from explosions, production of hazardous spillages and fires from storage, material substances. handling, use or 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 Dumka, where the project site is natural disasters causing located falls in Zone III, which is a environmental damage (e.g. moderate damage risk zone. In this zone the floods, earthquakes, landslides,

cloudburst etc)? earthquake intensity on MM scale (Modified Mercalli Scale) is VII. However, to ensure no damage is caused due to earthquake all the buildings to be constructed in the project site will be 100 percent earthquake resistant. In this regard the latest provisions of Indian Standards Codes will be taken into account. 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 Ancillary developments like supporting supporting facilities ancillary infrastructure, housing development, supply development or development industries etc, are expected due to proposed stimulated by the project which could have impact on the hospital complex project. However, they environment e.g. will hardly affect the environment adversely •Supporting infrastructure (roads, as they have to follow the environment laws power supply, waste or waste water treatment, etc.) strictly. Any violation in this regard will be • Housing development dealt strictly by the National Green • Extractive industries Tribunal. On the positive side ancillary • Supply industries • Other development will throw employment opportunities for millions of job seekers in the region besides greater supply of goods and services for our rising demand. 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. If it is developments completed in time, no cost escalation and pollution during and after construction is well checked it will set a precedent to others for developments. 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 well planned and

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 No such area is present within 15 legislation for their Nil km distance ecological, landscape, cultural or other related value. 2 Areas which are important Mayurakshi River The shortest distance is 6.5 Kms. or sensitive for ecological

reasons - Wetlands, watercourses or other The river is present at a distance Posaro river water bodies, coastal of 4.56km NW. zone, biospheres, mountains, forests. Massanjore dam (also called Located within 13.5 kms from Canada Dam) the project site.

3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, No such area is present within 15 Nil foraging, resting, over km distance wintering, migration resting, over wintering, migration 4 Inland, coastal, marine or No such area is present within 15 Nil underground waters km distance 5 State, National boundaries Nil No such area is present within 15 km distance 6 Routes or facilities used SH-18 2.5 Km in NW direction by the public for access to SH 17 8.21 Km in NW direction recreation or other tourist, NH-114 A 3.0 Km in South direction pilgrim areas

7 Defense installations No defense installation is present Nil within 15 km distance.

Dighi 1.0 km in NE direction 8 Densely populated or Dumka 4.0 km in SW direction built-up area Siriamra 1.25 km in NW direction Kurwa 3.5 km in South direction Khayerbani 3.5 km in SE direction Chanpuri 2.0 km in NE direction Golpur 3.0 km in SE direction 9 Areas occupied by Government School, 4.0 km in SW direction sensitive man-made land Hospital and Temple at uses (hospitals, schools, Dumka 1.0 km in NE direction places of worship, PHC and School at Dighi community facilities)

10 Areas containing important, high quality or scarce resources (ground No defense installation is present water resources, surface Nil within 15 km distance. resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected to pollution or environmental damage. No defense installation is present Nil (those where existing within 15 km distance. legal environmental standards are exceeded) 12 Areas susceptible to The area comes under Seismic In this zone the earthquake natural hazard which Zone –III intensity on MM scale (Modified could cause the project to Mercalli Scale) is VII present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

UNDERTAKING

“I hereby offer 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: Amrendra Kumar Singh (General Manager-Projects) (Authorized Signatory with Name, Designation, Postal and E-mail Address)

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”

Form-1A FORM IA CHECK LIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring program)

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 the state the Government of Jharkhand has planned to construct a 500 bedded Government Hospital at Dumka, Jharkhand, at a cost of Rs.484.58 Crores. Accordingly, the Office of the Rajasva aur Land Development Department, Jharkhand has allotted 10.12 Hectares (25 Acres or 101171.41 Square Meters) of land to Health, Medical Education and Family Welfare Department, Jharkhand for the construction of a 500 bedded Government Hospital at Dumka, Jharkhand. A copy of the allotment letter issued by the Rajasva aur Land Development Department, Jharkhand is attached herewith as Additional Annexure 1. Dumka has a predominantly undulating terrain with hard rock’s under the ground. It has a humid subtropical climate - warm, wet summers and mild winters. The project will be developed according to ‘Dumka 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 ‘Dumka Development Plan’. A copy of the map of the approved Development Plan of Dumka indicating there in the project site is placed at Additional Annexure 2. The Project site is located Near Village Dighi, Tehsil Dumka, district Dumka, Jharkhand. 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. 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 Approx. Aerial S. No. Particular Name/ Identity Direction Distance (Km) Nearest National 1. NH-18 2.45 NW Highway Nearest Railway 2. Kurwa Railway Station 3.0 S Station

3. Nearest Airport Sidu Kanhu Airport 5.0 SW

4. Nearest School Sacred Heart School 3.5 SW

5. Nearest College/ Santal Pargana College 2.18 NW Institute/ University 6. Nearest Hospital Dumka Sadar Hospital 2.84 SW 7. Nearest Temple Santoshi Mandir 3.07 NW 8. Nearest Village Dumka 3.13 W 9. Nearest River Posaro River 4.56 NW 10. Nearest Police Station Dumka Police Station 4.0 SW 11. Nearest Fire Station Dumka Fire Station 2.79 SW 12. Nearest Recreational Children park, Dumka 3.75 SW Park

Total built up area for the project is 60122.47 Sq. Mt. The lay out map of the government hospital is placed as Additional Annexure 3. It includes Hospital, Guard room, STP & ETP and Electric Substation Services. There are three entries-exit points. The internal road is divided into two lanes of six and nine meters. Currently there is no road either ‘kutchha’ or ‘pucca’ outside the plot area

WATER REQUIREMENT ITS USES AND STORAGE FACILITIES. The total water requirement for operational phase of the project is envisaged to be approx. 496 KLD (In phase wise manner). Total Fresh water requirement is envisaged to be approx. 180 KLD (In phase wise manner). The total sullage generation is envisaged to be approx. 222 KLD (In phase wise manner). The daily water requirement calculations, Sullage Calculations for Hospital Building is given below in Table 6 and 7 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 Dumka Nigam Parishad. 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.

Table 2: Distribution of Domestic water by Use Type Rate Rate Total of of Water water Water water Water Requirem Area No. of dema Requirem dema Requirem S. Descripti ent (sq. Beds/Occup nd for ent for nd for ent for No on Domestic mtr) ancy domes Domestic Flushi Flushing + tic (KLD) ng (KLD) Flushing (@lpc (@lpc (KLD) d) d)

A. Hospital Building

Patients + 1 Attenda 500 300 150 150 75 225 nt +Staff + visitors Out Patient 2 Departm 500 10 5 5 2.5 7.5 ent (OPD) Laundry 3 + 500 50 25 0 0 25 Kitchen Total Domestic Water Requirement 257.5 164.9770 Horticult 54992. B. 3 liter for 1 sq. mtr 1 ure 34 Say 165 3000 KVA C. DG Set 0.9*KVA* 8 Hours 21.6 (2*150 0 KVA) D. HVAC 430 10*Capacity* 12 hours 51.6 495.6770 1 Total Water Requirement Say 496 KLD

.

Table 4: Sullage Calculations for Hospital 257.5 KLD Say 258 Domestic Water Requirement KLD  80% of Fresh Water Demand 144 KLD  100% of Flushing Water Demand 77.5 KLD 221.5 KLD Say 222 Sullage Generated KLD

POWER REQUIREMENT Power for the proposed project will be supplied by Jharkhand Bijli Vitran Nigam Limited. Maximum power demand for the proposed project for operational phase has been worked out to 2621.22KW.

CONSTRUCTION OF 500 BEDDED HOSPITAL AT DUMKA

ELECTRICAL LOAD SUMMARY- PHASE-2

GRID

S. No. DESCRIPTION DEMAND LOAD C.L. (KW) D.F. (KW) ELECTRICAL LOAD CALCULATION - (A) NON RESIDENTIAL BUILDING 1 HOSPITAL BLOCK-A 503 1 503 2 HOSPITAL BLOCK-B 585 1 585 3 HOSPITAL BLOCK-C 874 1 874 4 HOSPITAL BLOCK-D 627 1 627 5 HOSPITAL BLOCK-E 216 1 216 6 MORTUARY BLOCK 33 1 33 7 ESS 12 0.8 9.6 8 ETP 15 0.8 12 9 STP 75 0.8 60 10 HVAC LOAD 825 1 825 TOTAL 3744.6 OVERALL DIVERSITY 0.7 DEMAND LOAD ( KW) 2621.22 POWER FACTOR 0.9 DEMAND LOAD IN KVA 2359.1

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 18 which is 2.45 Km from the site. Other major roads found within 10 Kilometers radius are National Highway 114 A, Dumka- Sahebganj Road. Ample numbers of public buses ply on NH 18. Road which is nearby to the site in different directions. The Kurwa Railway Station is 3.0 km in South Direction and Sidu Kanhu Airport is about 5.0 kms in South West Direction.

PARKING FACILITIES In the proposed building complex there will be adequate provision for parking of cars and other automobiles. The parking facilities will be open at different locations in order to evade traffic congestion or clogging of traffic at peak hours. Eight of these locations are located in the front and rear side of the hospital complex. For parking of cars and other vehicles different locations have been earmarked for parking within the hospital building complex. The parking plan has been so devised that at no point of time there will be traffic bottleneck at the threshold of a parking lot. The parking details are provided below- 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

Parking Proposed FAR / Rooms/ S. No. Particulars Area Per ECS (Sq.m) ECS Seats Stilt Parking for 1. 3784 m2 1 ECS/29 sqm 130 hospital Open parking for 2. 1558.86 1 ECS/ 23sq. m. 67 hospital Total Proposed parking 197

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 ‘Dumka Development Plan’ of Directorate of Town and Country Planning, Government of Jharkhand, National Building Code and approved building plans. The execution of the project will not cause any disturbance to local ecology and surrounding establishments. Also there will be no adverse impact on existing facilities like open spaces, community facilities viz trash pick-up, energy use, access to mass transport, use of water, management of storm water, neighborly interaction among residents, health of the community etc., available to common people and institutions located adjacent to the project site. The up-coming hospital building 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.

The proposed project will have positive impact as the project site is an undulated rocky land and will be developed for construction of Hospital. The land use pattern of the area in the immediate surrounding is Institutional. The project will lead to development of Hospital, internal roads and other facilities that the inhabitants require at their place of working. The project is well planned and equipped with all modern facilities. There will be open spaces and green areas. About 54992.337 m2 of the area has been exclusively earmarked for landscaping. The project will definitely make positive impact on the existing land use pattern of the area and will not cause any harm to the local ecology. On the whole there will be no negative impact on the environment due to construction of 500 bedded Hospital at the proposed site. 1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Detail of soil type slope analysis, vulnerability to subsidence, seismicity etc may be given). No land disturbance resulting to erosion, subsidence and instability due to the construction of the upcoming construction of 500 bedded Government Hospital in Dumka is expected. Northern districts of Jharkhand that lie along the border with the neighboring state of Bihar as well as the districts in the north-eastern part of the state lie in Zone III. The maximum intensity expected in these areas would be around MSK VII. All of the southern districts including the cities of Ranchi and Jamshedpur lie in Zone II. The maximum intensity expected in these areas would be around MSK VI. The area comes under Seismic Zone –III. In this zone the earthquake intensity on MM scale (Modified Mercalli Scale) is VII.

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). Mayurakshi River are flowing within 10.0 Kilo meters radius of the project site. The shortest distance from the project site to Mayurakshi River is 6.5 Kms. The Massanjore dam (also called Canada Dam), across the Mayurakshi river. The Massanjore dam located near Dumka in the state of Jharkhand which is located at 13.5 kms from the project site. There will be no negative impact on the above water bodies due to the construction of the proposed government hospital. There will be no alteration of natural drainage system in the neighborhoods of upcoming construction of 500 bedded Government Hospital at Dumka, Jharkhand. The natural drainage system will continue to remain free from pollutants even after commissioning of the new upcoming project. 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?) The process of excavating the soil, transport the same to other location(s) and placing the excavated soil at the pre-fixed place is called Earthwork. In the proposed construction of 500 bedded Government Hospital at Dumka, various equipments to be used for excavation of soil are Bulldozers, Power shovels, Scrapers, Dragline, Clamshell and Backhoe. Depending upon quantity of soil to be excavated Trucks, Dumpers, Tippers, Graders and Belt Conveyers will be used to transport the soil from the place of excavation to its pre-fixed destination. As cutting and filling the material in the project site is nearly at par, the need for movement of soil from the project site to other locations is not anticipated. For construction site earthwork calculation it is proposed to use either ‘Block Method’ or ‘Section Method’. However, whatever formula is decided to be used for calculation of earthwork of construction site it will be easy to calculate for both Cutting and filling. The Block Method indicated below is proposed to be used for the calculation of Volume of earth work. Volume of earth work = Sum of (Depth of cutting/filling* area of each block)

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 Dumka Nagar Parisad as yet the water requirement during the construction phase will be met through private water tankers. Waste handling during the construction phase will be undertaken by the site contractor whose responsibility lies with collection and storage of construction and demolition waste generated at the site. The construction debris will be stored in covered yards. They will be segregated into re-usable and discarded waste. Re-usable waste will be used within the project site to the maximum extent. The discarded waste will be sent to the designated site for disposal. The Solid waste management plan for construction period is given below in Table 7: Table 7: Solid Waste Management during Construction Phase S. No. Solid waste Solid waste Management 1. Waste materials like MS First the waste materials will be segregated. Rods, bricks, concrete, Subsequently the recyclable materials will be sold broken tiles, wood pieces, to authorize dealers. The rest will be used within cement bags etc. project site for filling and levelling. What remains will be sent for disposal through government authorized vendors. The cement bags will be used for covering of loose materials. 2. Excavated Soil Top soil will be stored in covered areas and will be used later for landscaping. The remaining soil will be used for back filling & levelling of site. The un- used 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).

Dumka has a predominantly undulating terrain with hard rocks under the ground. The entire district has topography with high ridges and valleys bounded by mountains and rivers. The soil fertility is poor due to extensive erosion, acidity and low retaining capacity.

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 9 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.

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.

The total water requirement for operational phase of the project is envisaged to be approx. 496 KLD (In phase wise manner). Total Fresh water requirement is envisaged to be approx. 180 KLD (In phase wise manner). The total sullage generation is envisaged to be approx. 222 KLD (In phase wise manner). The daily water requirement calculations, Sullage Calculations for Hospital Building is given below in Table 6 and 7 respectively. The potable water will be supplied by Dumka Nigam Parishad. 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.

Table: Distribution of Domestic water by Use Type Rate Rate Total of of Water water Water water Water Requirem Area No. of dema Requirem dema Requirem S. Descripti ent (sq. Beds/Occup nd for ent for nd for ent for No on Domestic mtr) ancy domes Domestic Flushi Flushing + tic (KLD) ng (KLD) Flushing (@lpc (@lpc (KLD) d) d)

A. Hospital Building

Patients + 1 500 300 150 150 75 225 Attenda nt +Staff + visitors

Out Patient 2 Departm 500 10 5 5 2.5 7.5 ent (OPD) Laundry 3 + 500 50 25 0 0 25 Kitchen Total Domestic Water Requirement 257.5 164.9770 Horticult 54992. B. 3 liter for 1 sq. mtr 1 ure 34 Say 165 3000 KVA C. DG Set 0.9*KVA* 8 Hours 21.6 (2*150 0 KVA) D. HVAC 430 10*Capacity* 12 hours 51.6 495.6770 1 Total Water Requirement Say 496 KLD

Table 4: Sullage Calculations for Hospital 257.5 KLD Say 258 Domestic Water Requirement KLD  80% of Fresh Water Demand 144 KLD  100% of Flushing Water Demand 77.5 KLD 221.5 KLD Say 222 Sullage Generated KLD

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 496 KLD. Of this 180 KLD will be fresh water will be extracted from bore well located at the project site by taking prior approval from Central Ground Water Authority and the balance 200 KLD will be treated water. The quality of water should be wholesome and clean. It is ensured that the water collected from other sources is free from any pollutant and it is worth for drinking and domestic uses. Prior to supplying the water to every household in the project area 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 222 KLD. The treated water from the STP will be used in Flushing, cleaning of internal roads, HVAC and Horticulture/Irrigation. 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 Dumka Nagar Parishad.

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 happen.

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, 222 KLD of wastewater will be generated from the proposed construction activity. 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 a 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 group housing 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. The drains will be located near the carriage way on either side of the roads. Taking the advantage of road camber, the rainfall run off from the roads will flow towards the drains. Storm water from various areas of the project site will be connected to adjacent drain by a pipe through catch basins. In the proposed group housing project it has been worked out to provide four rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area. Since the existing topography is congenial to surface disposal, a network of storm water pipe drains will be planned adjacent to roads. The roof water from all the buildings will be brought down through rain water pipes. The proposed storm water system will consist of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. The Rain water harvesting system will be designed and catered to as per the guidelines of Central Ground Water Authority (CGWA). The fluctuation in water level is due to amount of rainfall received by the area and ground water withdrawal made from the ground water reservoir. 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.

Rain water harvesting pits calculation: Roof-top area = Ground Coverage = 24972.70 m2

Green Area = 54992.337 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area) = 101160.09 - (24972.70 + 54992.337) = 21195.053 m2 Runoff Load

Roof-top Area = 24972.70 × 0.01× 0.85 = 212.27 m3/hr

Green Area = 54992.337 × 0.01 × 0.2 = 109.98 m3/hr

Paved Area = 21195.053 × 0.01× 0.7 = 148.36 m3/hr

Total Runoff Load = 212.27 + 109.98 + 148.36 m3/hr = 470.61 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 470.61/4 = 117.65 m3

A. For Storm Water from Roof Top area Rain Water Harvesting Pits are proposed

Taking the effective dia and depth of a Recharge pit 2.25 m and 3 m respectively, Volume of a single Recharge pit = π r2h = 3.14 × 1.5× 1.5 × 3 = 21.195 m3

Hence No. of pits required = 117.65/21.95 = 5.35 Pits say 6 Pits.

Total 24 number of Rain Water Harvesting pits are proposed in as phase wise manner for rain water harvesting. B. For Storm Water from Green area and Paved area kuccha pond is proposed for Rain Water Harvesting.

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. The upcoming construction project 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 four 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). In district Dumka, there are 16 National Hydrograph Stations (NHS) have been established by Central Ground Water Board. The purpose is to study the behavior of the water level and its fluctuations. The Pre monsoon depth to water level varies between 4.45 to 12.3 mbgl. Majority of the wells (85%) fall in the water level range of 5– 10 mbgl. About 10% wells fall in the water level range from 2 – 5 mbgl Post monsoon depth to water level: - The post monsoon depth to water level ranges between 3.10 to 8.4 mbgl. About 69% of the wells fall in the water level ranging between 2 – 5 mbgl and 31% of the wells fall in the depth to water level ranges between 5 -10 mbgl. Seasonal Fluctuation:- From the pre monsoon and post monsoon depth to water level data collected during May 2012 and November 2012 respectively, water level fluctuations were computed for all NHS of the district. The water level fluctuation between pre monsoon and post monsoon period of the district varied between 1.64 to 6.75 m. About 33% wells were showing water level fluctuation between 0 – 4 m and while 67% wells show fluctuation > 4.0 m. Hence, there will be no adverse impact on ground water table. On the other hand by making provision for ‘Rain Water Harvesting’ the storm water collected in 25 pits will be recharged into ground water. The Total Runoff Load has been worked out to 7955.63 m3. This will definitely increase the ground water level, which is fast diminishing due to over drawn.(Source-CGWA Report, Dumka, Jharkhand)

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.  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. 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. 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 solid waste expected to be generated from the project will mainly be domestic waste and the estimated quantity of the waste will be approx 452 kg per day. Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000.

Table: 12: Calculation of Solid Waste and Biomedical Waste generation S. Waste generated Category Kg per capita per day No. (kg/day) Patient + Attendant 1000 @ 0.5 kg/day 500

1 Staff 500 @ 0.25 kg / day 125 2 Visitor +OPD 600 @ 0.15 kg /day 90 Landscape waste 4 13.58 @ 0.2 kg/acres 2.716 (54992.337 m2) 717.176 kg/day Total Solid Waste Generated Say 718 kg/day

Collection and Segregation of waste 1. A door to door collection system will be made effective for collection of domestic waste in colored bins from the household units. 2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste. 3. For waste collection, adequate number of colored bins (Green, Blue and dark Grey bins separately for Bio-degradable and Non Bio-degradable wastes) are proposed to be provided at strategic locations in the hospital premises. 4. Litters bins will also be provided in open areas like parks and way side 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 sold to the farmers for use 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 in gardening.  Recyclable Wastes i. Grass Recycling – 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 Wastes Recyclable and non-recyclable wastes will be disposed through a Govt. approved agency. Thus the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000. Treatment of Biomedical Waste

The goals of biomedical waste treatment are to reduce or eliminate the hazardless of the waste, and usually make the waste unrecognizable. The treatment must make the waste safe for subsequent handling and disposal. There are several methods of treatment for biomedical waste. Biomedical waste is often incinerated. An efficient incinerator will destroy pathogens and sharps. Source materials are not recognizable in the resulting ash. An autoclave is also used to treat biomedical waste. An autoclave uses steam and pressure to sterilize the waste or reduce its microbiological load to a level at which it may be safely disposed of. Many healthcare facilities routinely use an autoclave to sterilize medical supplies. If the same autoclave is used to sterilize supplies and treat biomedical waste, it will contaminate the supplies. Hence, administrative controls must be used to prevent the waste operations from contaminating the supplies. Effective administrative controls include operator training, strict procedures, and separate times and space for processing biomedical waste. Microwave disinfection can also be employed in the treatment of biomedical wastes. Microwave irradiation is a type of non-contact heating technologies for disinfection. Microwave chemistry is based on efficient heating of materials by microwave dielectric heating effects. When exposed to microwave frequencies, the dipoles of the water molecules present in cells re-align with the applied electric field. As the field oscillates, the dipoles attempts to realign itself with the alternating electric field and in this process, energy is lost in the form of heat through molecular friction and dielectric loss. Microwave disinfection is a recently developed technology which provides advantage over old existing technologies of autoclaves as microwave based disinfection has less cycle time, power consumption and it requires minimal usage of water and consumables as compared to autoclaves. For liquids and small quantities, a 1–10% solution of bleach can be used to disinfect biomedical waste. Solutions of sodium hydroxide and other chemical disinfectants may also be used, depending on the waste's characteristics. Other treatment methods include heat, alkaline digesters and the use of microwaves. The segregation of solid bio medical waste is depicted below-

Organic Waste Converter The decomposition of organic waste is dangerous both for human beings and environment. If failed to treat the organic waste at the right time it may lead to devastating consequences. The decomposition of waste will take place if it is left untreated for days together. Decomposition of waste will lead to release of chemical components into the soil and waterways as well as the atmosphere in the form of methane. Additionally untreated waste will become a breeding ground for diseases. Hence, treating of organic waste is proposed to be taken up in a waste converter on priority basis. A waste converter is a machine used for the treatment and recycling of solid and liquid waste. It is a self-contained system capable of performing the functions like pasteurization of organic waste; sterilization of pathogenic or biohazard waste; grinding and pulverization of refuse into unrecognizable output; trash compaction; dehydration etc. Thus an Organic Waste Converter is the modern technique of solid waste management.

Benefits of Organic waste converter:

1. A Large quantity of solid waste can be converted into fertilizer by an Organic waste converter in a very short time 2. The fertilizers so produced can be sold as compost to farmers for use in agriculture or in gardening 3. The Converter requires less space and its work efficiency is very high. 4. Less expenditure in Manpower and maintenance. The upcoming Hospital project is expected to generate 222 KLD of waste water. The waste water will be treated in a STP of 300 KLD capacity. Sequencing Batch Reactors (SBR) technology will be used in the STP for the treatment of waste water. The Sequencing Batch Reactors are a special form of activated sludge treatment in which all the treatment processes take place in a reactor tank and clarifiers are not required. This process treats the waste water in batch mode and each batch is sequenced through a series of treatment stages. Various parameters to be used in treatment of waste water under the SBR technology are BOD (mg/L), pH, Fecal Coli form (count/ml) and Suspended Solids (mg/l). The treated water will be used in Flushing, Horticulture and washing of internal roads. A layout plan of the proposed Sewage Treatment Plant of Capacity KLD is attached herewith as Additional Annexure 8.

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 dwelling unit will enable the water supplier to supply both potable and reclaimed water to a consumer simultaneously. The fresh water to be supplied by the Dumka Nagar Parishad 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 dwelling 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). There is no serious threat to the biodiversity due to construction of proposed district court complex. The project proponent will maintain the present biodiversity by development of horticulture and mass plantation. About 54.36 percent of the plot area has been earmarked for green development. Total number of trees proposed to be planted is 1000. The details are as follows: Table 13: Number of trees proposed to be planted Percentage to the Sr. Qty total number of Code Botanical Name Common Name No. (Nos) trees proposed to be planted 1 Ai Azadirachta indica Neem 100 10 2 Ba Bauhinia variegata Kachnar 100 10 3 Eo Emblica officanalis Amla 200 20 4 Sc Syzygium cumini Jamun 100 10 5 Al Albizia lebbeck Siris 200 20

6 Ds Dalbergia sisoo Shisham 100 10 7 Mi Manifera indica Aam 100 10 8 Ma Morus alba Mulberry 100 10 Total 1000 100

The project proponent proposes to plant 1000 trees in the project area both Botanical and common names of the above trees are given in the above table. 3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) The proposed construction project will not involve clearing or modification of vegetation. Currently it is covered with bushes and few trees, which may be felled if need arises.. However a few trees will be felled in the project area, if required. Necessary permission will be taken for felling of trees. If possibility arises trees that obstacle the construction activity will be transplanted elsewhere after intimating the concerned authority. 3.3 What are the measures proposed to be taken to minimize the likely impacts on important site – features (Give details of proposal for tree plantation, landscaping creation of water bodies etc along with a layout plan to an appropriate scale?) A Green belt will be developed all along the periphery of the project area. Besides the above there will be internal parks and lawns. About 54992.337 Sq. m of the plot area has been earmarked for green development. This is 54.36 % of 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 government 500 bedded hospital. 4.2 Any direct or indirect impacts on the avifauna of the area? Provide details. Avifauna refers to birds. The Project will not have any direct or indirect impact on the avifauna of the area. 4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna. The human being cannot create corridors for the fauna but can protect the same if identified. The fauna build or change their corridors as per their convenience, protection from threat to their life and availability of food. It is therefore suggested that animal corridors should be protected by diverting the human movement. Any effort to build a corridor for the fauna will go in vain. Further, fish ladders are not applicable in the particular environment as aquatic fauna is absent in the area. 5. AIR ENVIRONMENT 5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed construction). The construction of the proposed government 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 five 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 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  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. Five 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. In the proposed court complex there will be surface parking facility in the open area. 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 open, stilt as well as basement type parking. The proposed open and stilt parking is 197 ECS. 5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc, with areas under each category.

The internal roads of the proposed building complex are of two lanes and each lane is of 9 m and 6m wide. Roads near to the residential area are 6.0m wide. The roads will be provided with architectural divider and two way vehicular movements will ensure proper traffic management. The roads are provided with foot paths for pedestrians but no cycle track. There will be three 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 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 Dumka 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 Dumka.

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.

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. They include out patients,. Hence, there will be no major change in the demographic pattern of the area as very few people as guards, gardeners etc will live in the area. 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. Besides the above there are large number of temples, mosques, gurdwaras and Churches. 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 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. • 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 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. The biomedical waste generates will be segregate as per guidelines given in Bio-medical Waste (Management and Handling) Rules, 2016. The latest guidelines for segregation of bio-medical waste is as follows- Red Bag - Syringes (without needles), soiled gloves, catheters, IV tubes etc should be all disposed of in a red colored bag, which will later be incinerated. Yellow Bag - All dressings, bandages and cotton swabs with body fluids, blood bags, human anatomical waste, and body parts are to be discarded in yellow bags. Cardboard box with blue marking - Glass vials, ampoules, other glass ware is to be discarded in a cardboard box with a blue marking/sticker. White Puncture Proof Container (PPC) - Needles, sharps, blades are disposed of in a white translucent puncture proof container. Black Bags - These are to be used for non-bio-medical waste. In a hospital setup, this includes stationary, vegetable and fruit peels, leftovers, packaging including that from medicines, disposable caps, disposable masks, disposable shoe-covers, disposable tea cups, cartons, sweeping dust, kitchen waste etc. 9. ENERGY CONSERVATION 9.1 Give details of power requirements, source and supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption? Power for the proposed project will be supplied by Jharkhand Bijli Vitran Nigam Limited. Maximum power demand for the proposed project for operational phase has been worked out to 2408 KW.

CONSTRUCTION OF 500 BEDDED HOSPITAL AT DUMKA

ELECTRICAL LOAD SUMMARY- PHASE-2 GRID S. DESCRIPTION C.L. DEMAND No. D.F. (KW) LOAD (KW) ELECTRICAL LOAD CALCULATION - \ (A) NON RESIDENTIAL BUILDING 1 HOSPITAL BLOCK-A 503 1 503 2 HOSPITAL BLOCK-B 585 1 585 3 HOSPITAL BLOCK-C 874 1 874 4 HOSPITAL BLOCK-D 627 1 627 5 HOSPITAL BLOCK-E 216 1 216 6 MORTUARY BLOCK 33 1 33 7 ESS 12 0.8 9.6 8 ETP 15 0.8 12 9 STP 75 0.8 60 10 HVAC LOAD 825 1 825 TOTAL 3744.6 OVERALL DIVERSITY 0.7 DEMAND LOAD ( KW) 2621.22 POWER FACTOR 0.9 DEMAND LOAD IN KVA 2359.1

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. 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 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. . 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? 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. 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 housing project. 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 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 housing complex 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. • 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 New District Court Building Project. All fenestration with U-factors, SHGC, or visible light transmittance determined, certified and labeled in accordance to ISO 15099 will be adopted.

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

9.13 To what extent the non–conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used. Solar energy will be used as follows:  Solar street lights.  Solar Water Heaters  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.

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

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

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

10.3 Elements of EMP:  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.

**************** Conceptual Plan

500 Bedded Government Hospital, Jharkhand Conceptual Plan

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Jharkhand State Building Construction Corporation Limited 1

500 Bedded Government Hospital, Jharkhand Conceptual Plan

CONCEPTUAL PLAN INTRODUCTION Taking into consideration the growing medical need of the People of District, the Government of Jharkhand has planned to construct 500 bedded Government Hospital, Dumka, Jharkhand, at a cost of Rs. Rs.484.58 Crores. Accordingly, Office of the Rajasva evam Bhoomi Vikas Vibhag, Jharkhand has allotted 10.12 Hectares (25 Acres or 101171.41 Square Meters) of land to Health, Medical Education and Family Welfare Department, Jharkhand for the construction of 500 bedded government hospital at Dumka, Jharkhand. The proposed construction works to be taken up are as follows: A) Hospital, UGT, Guard room, Electrical Substation. B) Development of Internal roads C) Utilities/Services like Water Supply, Sewerage and Drainage system. D) Construction of Rain Water Harvesting Structures and Pits E) Power supply and back up facility, The parking requirement at the proposed hospital has been worked out based on specified norms. There will be parking facility in different locations, within the project premises which include both stilt and surface parking.

SITE LOCATION, SURROUNDINGS AND CONNECTIVITY The Project site is located near village Dighi, Tehsil Dumka, District Dumka, Jharkhand. The project site is bounded by Sido Kanhu Murmu University in the East, Gyan Manjri High School in the West, Dumka Engineering College in the North West. The development of green belt all along the project site and development of Green areas at various locations within the project site will not only enhance the visual aesthetics of the area but put a check on air and noise pollution. The Geographical Co-ordinates of the project site are Latitude 24° 16’ 23.39” and Longitude 87° 17’ 9.07” E.

Jharkhand State Building Construction Corporation Limited 2

500 Bedded Government Hospital, Jharkhand Conceptual Plan

Table 1: Geographical Coordinates

S. No Point Latitude Longitude

1 A 24°16'24.24"N 87°16'49.63"E 2 B 24°16'30.70"N 87°16'50.29"E 3 C 24°16'33.67"N 87°16'55.72"E 4 D 24°16'27.22"N 87°17'3.08"E 5 E 24°16'20.06"N 87°16'58.81"E 6 F 24°16'20.86"N 87°16'55.68"E

Figure 1: 500m Buffer map

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

Table 2: Site Surroundings Approx. Aerial S. No. Particular Name/ Identity Direction Distance (Km) Nearest National 1. NH-18 2.45 NW Highway Nearest Railway 2. Kurwa Railway Station 3.0 S Station

3. Nearest Airport Sidu Kanhu Airport 5.0 SW

4. Nearest School Sacred Heart School 3.5 SW

5. Nearest College/ Santal Pargana College 2.18 NW Institute/ University 6. Nearest Hospital Dumka Sadar Hospital 2.84 SW 7. Nearest Temple Santoshi Mandir 3.07 NW 8. Nearest Village Dumka 3.13 W 9. Nearest River Posaro River 4.56 NW 10. Nearest Police Station Dumka Police Station 4.0 SW 11. Nearest Fire Station Dumka Fire Station 2.79 SW

12. Nearest Recreational Children park, Dumka 3.75 SW Park

AREA STATEMENT

The total plot area of the project is 101160.09 m2 or 25 acres. The Built up area for hospital and allied building is 60122.47Sq. m. The detailed Area Statement is provided below in Table 3.

Jharkhand State Building Construction Corporation Limited 4

500 Bedded Government Hospital, Jharkhand Conceptual Plan

Table 3: Area Statement

S. No Particulars Total (m2)

1. Total plot area 101160.09 (25 acres) Permissible Ground Coverage (@50% of Total 2. 50580.045 Plot area) Total Proposed Ground Coverage (@25.48% of 3. 24972.70 Total plot area) 4. Proposed Ground Coverage for Hospital 8992.05 Building (@8.89% of Total plot area)

5. Permissible FAR @2.5 250900.225

6. Proposed FAR @1.314 132960.39

7. Proposed FAR for Hospital Building @0.54 54634.57 8. Proposed 500 Capacity auditorium 2542.01

9. Proposed Type 3 Residence 5591.36

10. Proposed Resident Doctors Hostel 3524.28

11. Proposed Intern’s Hostel 3644.33

12. Proposed Type 6 906.05

13. Proposed Nurse Hostel 4002.05

14. Proposed Guest Hostel 1491.34

15. Proposed Student Recreational Block 585.19

16. Proposed ESS &UGT 1306.5

17. Proposed Guard room 14.4

18. Proposed STP &ETP 383

19. Existing Medical College 25384.64

20. Existing Girls Hostel 9521.28

21. Existing Boys Hostel 9521.28

22. Existing Type – 4 (Block 1) 4753.41

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

23. Existing Type – 4 (Block 2) 5425.78

24. Proposed Stilt Parking area for Hospital 3784 Total Built Up Area (BUA) for Hospital 25. 60122.47 (7+16+17+18+19)

26. Open Area (Total Plot Area – Ground Coverage) 76187.39 Proposed Landscape Area (72.18 % of Open 27. 54992.337 Area)

28. Height of the Hospital Building (m) 25

There are three entries -exit point. The internal road is divided into two lanes of six meter and Nine meters each. Table 4: Height of the buildings Block No. Building Plan No. of floors

1 Hospital Building S+G+6 2 500 Capacity auditorium G+1 3 Type 3 Residence S+8 4 Resident Doctors Hostel S+5 5 Intern’s Hostel G+5 6 Type 6 G+1 7 Nurse Hostel G+6 8 Guest Hostel G+3 9 Student Recreational Block G+1 10 ESS &UGT G+1 11 Guard room G

POPULATION DETAILS The estimated population of the proposed project is 2100. The details are given in Table 5.

Jharkhand State Building Construction Corporation Limited 6

500 Bedded Government Hospital, Jharkhand Conceptual Plan

Table 5: 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) 500 4. Staff (Doctor+Nurse+Helper) 500 5. Visitors (20 % of Hospital Population i.e. 500) 100

Total Population 2100

PROJECT COST Estimated Development Cost of the project is Rs 484.58 Crores.

WATER REQUIREMENT The total water requirement for operational phase of the project is envisaged to be approx. 496 KLD (In phase wise manner). Total Fresh water requirement is envisaged to be approx. 180 KLD (In phase wise manner). The total sullage generation is envisaged to be approx. 222 KLD (In phase wise manner). The daily water requirement calculations, Sullage Calculations for Hospital Building is given below in Table 6 and 7 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 Dumka Nigam Parishad. 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.

Jharkhand State Building Construction Corporation Limited 7

500 Bedded Government Hospital, Jharkhand Conceptual Plan

Table 6: Calculations for Daily Water Demand Rate Rate of of Total water Water water Water Water deman Area No. of Requirem dema Requirem Requirem S. Descripti d for (sq. Beds/Occupa ent for nd for ent for ent No on domes mtr) ncy Domestic Flushi Flushing Domestic tic (KLD) ng (KLD) + Flushing (@lpcd (@lpc (KLD) ) d)

A. Hospital Building

Patients + Attendan 1 500 300 150 150 75 225 t +Staff + visitors Out Patient 2 500 10 5 5 2.5 7.5 Departm ent (OPD) Laundry + 3 500 50 25 0 0 25 Kitchen Total Domestic Water Requirement 257.5 Horticult 54992. 164.97701 B. 3 liter for 1 sq. mtr ure 34 Say 165 3000 KVA C. DG Set 0.9*KVA* 8 Hours 21.6 (2*150 0 KVA) D. HVAC 430 10*Capacity* 12 hours 51.6 495.67701 Total Water Requirement Say 496 KLD

Table 7: Sullage Calculations for Hospital 257.5 KLD Say 258 Domestic Water Requirement KLD  80% of Fresh Water Demand 144 KLD  100% of Flushing Water Demand 77.5 KLD 221.5 KLD Say 222 Sullage Generated KLD

Jharkhand State Building Construction Corporation Limited 8

500 Bedded Government Hospital, Jharkhand Conceptual Plan

FRESH WATER GENERATED (180 KLD) 222 KLD STP Capacity 300 KLD

@ 90 % of KLD77.5 222 KLD = KLD (200 KLD) FLUSHING (77.5 KLD) 21.6 KLD D.G sets Cooling (21.5 KLD)

116 KLD HORTICULTURE 49 KLD (165 KLD)

51.6 KLD HVAC (51.6 KLD)

Private Water Tanker (116 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.

Jharkhand State Building Construction Corporation Limited 9

500 Bedded Government Hospital, Jharkhand Conceptual Plan

@ 80%@ 80% SULLAGE GENERATED FRESH WATER 222 KLD (180 KLD) STP Capacity 300 @ 100%@ 100% KLDSULLAGE

77.5 @ 90 % of FLUSHING 222 KLD = (77.5 KLD) (200 KLD)

21.6 KLD D.G sets Cooling (21.6 KLD)

HVAC 51.6 KLD (51.6 KLD)

ZERO EXIT DISCHARGE

Road Wash (50 KLD)

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

Jharkhand State Building Construction Corporation Limited 10

500 Bedded Government Hospital, Jharkhand Conceptual Plan

@ 80% SULLAGE GENERATED FRESH WATER 222 KLD (180 KLD) STP Capacity 300 KLD @ 100%

@ 90 % of 77.5 KLD FLUSHING 222 KLD = (77.5 KLD) (200 KLD)

21.6 KLD D.G sets Cooling (21.5 KLD)

34 KLD HORTICULTURE 49 KLD (83 KLD)

51.6 KLD HVAC (51.6 KLD)

Private Water Tanker (34 KLD) ZERO EXIT DISCHARGE

Figure 4: Water Balance Diagram for Winter Season

Sullage Generation & Treatment The project will generate approx. 222 KLD (In phase wise manner) of Sullage which will be treated in the STP of Capacity 300 KLD (In phase wise manner) provided within the project site premises from which 200 KLD treated waste water will be recovered (In phase wise manner) 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.

Jharkhand State Building Construction Corporation Limited 11

500 Bedded Government Hospital, Jharkhand Conceptual Plan

Sewer System 1.1.1 Ministry of Environment & Forests (MoEF) Requirement

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

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

1.2 Sewage Characteristics

1.2.1 Design Parameters

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

1.3 Design Consideration

 STP Capacity (Max). & ETP cap.(Max): 550m3/day & 50 m3/day  Area Available : 450 Sqm & 50 Sqm  Operation : Sewage & effluent (round the clock)  Influent

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

 Treated Effluent

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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

o COD : less than 50 mg/l

1.4 Salient features

The plant should be suitable for low/peak flow in line with medical waste usage. The plant should not create any noise, with no nuisance on fly or mosquito and no foul odors. The plant should work without the use of in-organic chemical additives

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

 Irrigation system  Flushing System

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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

1.6 Sewage Treatment Plant

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:

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

1.6.3 Performance Criteria of the Plant

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

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500 Bedded Government Hospital, Jharkhand 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 up purposes. 1.6.4 Process Description

 Inlet Screen Chamber / Oil & Grease Chamber

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

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

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

Raw Sewage Pumping Station:

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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

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 off by suitable arrangement.

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

SBR Process:

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

NO additional settling unit / secondary clarifier is required!

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

Explanation of cyclic operation:

A basic cycle comprises:

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

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

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

 Then will be Treated Water Tank (TWT)

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

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 by pass screen when the screen requires service.

 Air Blowers

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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

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

 Air Diffusers

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

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

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

 Sewage Pumps

Working and standby sewage pumps shall be provided.

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

 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.

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

 Tertiary Treatment

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

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

 Electrical Control

The operation of the treatment process shall be fully automatic.

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

 Other Equipment

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

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

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.

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

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

All valves shall be full line size.

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

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

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. 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 court complex 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. The drains will be located near the carriage way on either side of the roads. Taking the advantage of road camber, the rainfall run off from the roads will flow towards the drains. Storm water from various areas of the project site will be connected to adjacent drain by a pipe through catch basins. In the proposed group housing project it has been calculated to provide four rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area. Since the existing topography is congenial to surface disposal, a network of storm water pipe drains has been planned adjacent to roads. The roof water from all the buildings will be brought down through rain water pipes. The proposed storm water system will consist of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging.

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

The Rain water harvesting system will be designed and catered to as per the guideline of Central Ground Water Authority (CGWA). The fluctuation in water level is due to amount of rainfall received by the area and ground water withdrawal made from the ground water reservoir. 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 roof 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 site is provided with extensive planned underground drainage system with gravity connections to the Recharge pits. Overflow from last Recharge pit shall be connected to City Storm Water Drain. The arrangement provides appropriate protection to the site against flooding.

Calculations for Storm Water load

Roof-top area = Ground Coverage = 24972.70 m2

Green Area = 54992.337 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area) = 101160.09 - (24972.70 + 54992.337) = 21195.053 m2 Runoff Load

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

Roof-top Area = 24972.70 × 0.01× 0.85 = 212.27 m3/hr

Green Area = 54992.337 × 0.01 × 0.2 = 109.98 m3/hr

Paved Area = 21195.053 × 0.01× 0.7 = 148.36 m3/hr

Total Runoff Load = 212.27 + 109.98 + 148.36 m3/hr = 470.61 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 470.61/4 = 117.65 m3

A. For Storm Water from Roof Top area Rain Water Harvesting Pits are proposed

Taking the effective dia and depth of a Recharge pit 2.25 m and 3 m respectively, Volume of a single Recharge pit = π r2h = 3.14 × 1.5× 1.5 × 3 = 21.195 m3

Hence No. of pits required = 117.65/21.95 = 5.35 Pits say 6 Pits.

Total 24 number of Rain Water Harvesting pits are proposed in as phase wise manner for rain water harvesting. B. For Storm Water from Green area and Paved area kuccha pond is proposed for Rain Water Harvesting.

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

Figure 5: Typical Rain Water Harvesting Pit Design

PARKING FACILITIES In the proposed building complex there will be adequate provision for parking of cars and other automobiles. The parking facilities will be open at different locations in order to evade traffic congestion or clogging of traffic at peak hours. Eight of these locations are located in the front and rear side of the hospital complex. For parking of cars and other vehicles different locations have been earmarked for parking within the hospital building complex. The parking plan has been so devised that at no point of time there will be traffic bottleneck at the threshold of a parking lot. The parking details are provided below-

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

Table 8: 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 9: Parking Proposed S. No. Particulars FAR / Rooms/ Seats Area Per ECS (Sq.m) ECS

1. Stilt Parking for hospital 3784 m2 1 ECS/29 sqm 130

Open parking for 2. 1558.86 1 ECS/ 23sq. m. 67 hospital Total Proposed parking 197

Total proposed parking is higher than the required parking. TRAFFIC MANAGEMENT The proposed project site is well connected by Bye-Pass Road. 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. The internal roads of the proposed building complex are of two lanes and each lane is of 9 m and 6m wide. Roads near to the residential area are 6.0m wide. All the internal roads will be provided with architectural divider and two way vehicular movements will ensure proper traffic management.

POWER REQUIREMENT Power for the proposed project will be supplied by Jharkhand Bijli Vitran Nigam Limited. Maximum power demand for the proposed project for operational phase has been worked out to 2621.22KW.

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

CONSTRUCTION OF GOVERNMENT 500 BEDDED HOSPITAL AT DUMKA

ELECTRICAL LOAD SUMMARY- PHASE-2 GRID S. DESCRIPTION C.L. DEMAND No. D.F. (KW) LOAD (KW) ELECTRICAL LOAD CALCULATION (A) NON RESIDENTIAL BUILDING 1 HOSPITAL BLOCK-A 503 1 503 2 HOSPITAL BLOCK-B 585 1 585 3 HOSPITAL BLOCK-C 874 1 874 4 HOSPITAL BLOCK-D 627 1 627 5 HOSPITAL BLOCK-E 216 1 216 6 MORTUARY BLOCK 33 1 33 7 ESS 12 0.8 9.6 8 ETP 15 0.8 12 9 STP 75 0.8 60 10 HVAC LOAD 825 1 825 TOTAL 3744.6 OVERALL DIVERSITY 0.7 DEMAND LOAD ( KW) 2621.22 POWER FACTOR 0.9 DEMAND LOAD IN KVA 2359.1

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. 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, 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.

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

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

Solid Waste

Construction Waste

Construction

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

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

Figure 3: Solid Waste Management Scheme (Construction Phase)

The total solid waste to be generated from the project will be around 718 kg per day. The table below indicates the Solid waste generation under various categories.

Table: 12: Calculation of Solid Waste and Biomedical Waste generation S. No. Category Kg per capita per day Waste generated

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

(kg/day) Patient + Attendant 1000 @ 0.5 kg/day 500

1 Staff 500 @ 0.25 kg / day 125 2 Visitor +OPD 600 @ 0.15 kg /day 90 Landscape waste 4 13.58 @ 0.2 kg/acres 2.716 (54992.337 m2) 717.176 kg/day Total Solid Waste Generated Say 718 kg/day

Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2000

E-waste will be managed as per E-waste (Management & Handling Rules, 2016). It will be handed over to Govt. approved vendors.

Total Bio medical waste is 25% of total soild waste i.e 179.5 kg/day

 Collection and Segregation of waste 1. A door to door collection system will be affected for collection of domestic waste in colored bins from the household units. 2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-Degradable waste. 3. For waste collection, adequate number of colored bins (Green, Blue and dark grey bins separately for Bio-degradable and Non Bio-degradable) are proposed to be provided at strategic locations of the area. 4. 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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

i. The cropped grasses will be spread on the green area. It will act as manure after decomposition. ii. Recyclable wastes like paper, plastic, metals etc. will be sold to recyclers.  Disposal of Recyclable And Non-Recyclable Wastes Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence, the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2000. A Solid waste management Scheme is depicted in the following figure for the proposed Group Housing Project.

Figure 4: Solid Waste Management Scheme (Operation Phase) Organic Waste Converter A waste converter is a machine used for the treatment and recycling of solid and liquid refuse material. A converter is a self-contained system capable of performing the following functions: pasteurization of organic waste; sterilization of pathogenic or biohazard waste; grinding and pulverization of refuse into unrecognizable output; trash compaction; dehydration etc.

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

Benefits of Organic waste converter:

1. Large quantity of solid waste is converted to fertilizer in a very short time 2. Fertilizers can be sold as compost to farmers, or used for gardening 3. Machine requires less space and the efficiency is high 4. Manpower and maintenance is very less 5. This is one of the latest techniques of managing solid waste. Biomedical Waste Treatment

The goals of biomedical waste treatment are to reduce or eliminate the waste's hazards, and usually to make the waste unrecognizable. Treatment should render the waste safe for subsequent handling and disposal. There are several treatment methods that can accomplish these goals .Biomedical waste is often incinerated. An efficient incinerator will destroy pathogens and sharps. Source materials are not recognizable in the resulting ash.An autoclave may also be used to treat biomedical waste. An autoclave uses steam and pressure to sterilize the waste or reduce its microbiological load to a level at which it may be safely disposed of. Many healthcare facilities routinely use an autoclave to sterilize medical supplies. If the same autoclave is used to sterilize supplies and treat biomedical waste, administrative controls must be used to prevent the waste operations from contaminating the supplies. Effective administrative controls include operator training, strict procedures, and separate times and space for processing biomedical waste. Microwave

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500 Bedded Government Hospital, Jharkhand Conceptual Plan disinfection can also be employed for treatment of biomedical wastes. Microwave irradiation is a type of non-contact heating technologies for disinfection. Microwave chemistry is based on efficient heating of materials by microwave dielectric heating effects. When exposed to microwave frequencies, the dipoles of the water molecules present in cells re-align with the applied electric field. As the field oscillates, the dipoles attempts to realign itself with the alternating electric field and in this process, energy is lost in the form of heat through molecular friction and dielectric loss. Microwave disinfection is a recently developed technology which provides advantage over old existing technologies of autoclaves as microwave based disinfection has less cycle time, power consumption and it requires minimal usage of water and consumables as compared to autoclaves. For liquids and small quantities, a 1–10% solution of bleach can be used to disinfect biomedical waste. Solutions of sodium hydroxide and other chemical disinfectants may also be used, depending on the waste's characteristics. Other treatment methods include heat, alkaline digesters and the use of microwaves. The segregation of solid bio medical waste is depicted below-

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

GREEN AREA Total green area measures 54992.337 m2. There will be tree plantation within the building complex and along the roads. In all 1000 trees of 8 species are proposed to be planted, the details of which are provided in the following table: Table 7: List of Trees

Percentage to the total Sr. Code Botanical Name Common Name Qty Nos. number of trees No. proposed to be planted

1 Ai Azadirachta indica Neem 100 10%

2 Ba Bauhinia variegata Kachnar 100 10% 3 Eo Emblica officanalis Amla 200 20% 4 Sc Syzygium cumini Jamun 100 10% 5 Al Albizia lebbeck Siris 200 20%

6 Ds Dalbergia sisoo Shisham 100 10% 7 Mi Manifera indica Aam 100 10% 8 Ma Morus alba Mulberry 100 10% Total 1000 100%

The project proponent will maintain the present biodiversity by development of horticulture and mass plantation. About 54.36 percent of the plot area has been earmarked for green development. The plantation of trees will improve the ecology of the area. 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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

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 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 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: -152 mm 3.58 -203 mm 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, 100 mm, 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

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500 Bedded Government Hospital, Jharkhand Conceptual Plan

+ Wood block finish 0.85

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

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Jharkhand State Building Construction Corporation Limited 34 EMP Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

ENVIRONMENTAL MANAGEMENT PLAN

1. The Environmental Management Plan (EMP) is the synthesis of all proposed mitigating and monitoring actions, set to a time frame with specific responsibility assigned and follow-up actions defined. The EMP is a plan of action for avoidance, mitigation and management of the negative impacts of the project. Environmental enhancement is also an important component of EMP. During the construction and operation phase of proposed project, anticipated impacts have been identified, assessed and evaluated. To mitigate such adverse environmental impacts, environmental management plan has been suggested in the following subsections. Environmental Management Plan (EMP) also includes environmental monitoring plan and training plan for implementation of environmental management plan. The suggested environment management plan when implemented with good management practices, will not only yield desirable conditions but will also lead to enhancement of positive impacts from the project. This EMP is prepared in accordance with rules and requirements of the MoEF and CPCB/ SPCB. It ensures that the component of facility is operated in accordance with the design through supervision and monitoring. The main objective of EMP is to addresses public complaints during construction and operation along with remedial measures to fix any damage. The key benefits of the EMP are that it offers means of managing its environmental performance thereby allowing it to contribute to improved environmental quality. The other benefits include cost control and improved relations with the stakeholders.

Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

S. Environment Potential Potential Source of Controls Through Impact Remedial Measures al Impacts Impact EMP & Design Evaluation No. components

1. Ground Water Ground Water Construction Phase  Waste water will be No significant  Waste water arising Quality Contamination managed to achieve impact as majority from the project will be  Waste water zero discharge and to of labors would be disposed in septic generated from maintain hygienic locally deployed tanks/soak pits conforming temporary labor condition at site to standards of CPCB. tents.  The construction related solid waste as malba, loose soil etc. will be removed immediately thus, controlling run-off during construction phase Operation Phase  No untreated water No negative  Waste water generated will be discharged in impact on ground will be treated in an  Discharge from sewer water quality installed STP of 525 KLD. the project site envisaged.

2. Ground Water Ground Water Construction Phase  No water Ponding No impact  Water will be taken from Quantity Depletion will be allowed at site natural water springs  No impact as (being supplied by ground water will Drinking water and not be used sanitation department, Jharkhand) Operation Phase  Water management No Impact  Using water efficiently will be practiced to  Re-cycle & Re-use of  There will be no conserve water water impact as ground  Use of Water Efficient water will not be fixtures like flow regulators used. Water will & dual flushing cisterns be supplied by Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

municipal  Provision of RWH pits authority to collect rain water for ground water recharge. 3. Surface Water Surface water Construction Phase  Water & waste Measures will be  Silt traps and diversion Quality contamination water management will taken to restrict ditches will be constructed  Surface runoff be carried out at the site the run-off from to control surface run-off from site during to control water site. during site development construction pollution  Curing will be done by activity. spraying water to reduce run-off Operation Phase  No untreated water No negative Treated water will be will be discharged impact on ground recycled and re-used for  Discharge from outside project site water quality flushing, horticulture & DG Project Site envisaged. cooling

4. Air Quality Dust Emissions Construction Phase  Suitable control Dust generation  Water sprinkling will be (PM) measures will be will be temporary carried out.  Construction adopted for reducing and will settle fast  Construction material & activities the PM level in the air due to dust debris carrying vehicles  Vehicular as per air pollution will be covered. suppression movement control plan.  Regular sweeping of techniques. construction site Impact will be  No excavation of soil restricted to small shall be carried out without area. dust mitigation measures.  C&D waste will be kept at designated site.  Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

SO2, NO2 and Construction Phase  Rapid on-site Impact will be for  Regular monitoring of CO construction short duration emissions and control  Vehicular exhaust measures will be taken to  Running D.G. set reduce the emission levels. (back up)  Use of low sulfur diesel  Regular maintenance and servicing of vehicles. Emissions of Operation Phase  Suitable control Not significant.  Stack height of DG as per PM, SO2, NOx measures will be Regular CPCB standards and CO  Vehicular adopted for reducing monitoring of air  Use of low sulfur diesel movement emissions quality will be  Traffic management  Vehicular exhaust carried out to  Providing Footpath  Running D.G. set maintain air Developing Green belt (back up)  All vehicles will carry quality PUC 5. Noise Construction phase  Noise Management Impact will be  Provision of Noise Environment by adopting suitable temporary and shields  Construction measures. will be restricted  DG sets will be provided Activities to small area. with acoustic enclosures  Operation of  Construction activities Machinery involving high level noise  Operation of generation will be DG sets restricted to day time  Provision of ear muffs to workers  Traffic Management at site to prevent honking  Use of machinery of modern make, meeting the noise standards Operation Phase  Noise Management Not Significant.  Development of green by adopting suitable belt Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

 Noise from measures  DG sets will be provided vehicular with acoustic enclosure movement  DG sets will be placed in  Noise from DG a room to reduce noise set operation level  Proper traffic management & circulation.  Honking will be prohibited in the premises  All vehicles will carry PUC 6. Land Soil Construction Phase  By controlling soil No significant  Construction debris will Environment contamination erosion and impact. be used for leveling or  Disposal of maintaining soil will be sent to landfill for construction quality by periodic Impact will be disposal debris soil quality restricted to  Proper work  Spillage of oil monitoring project site management to avoid or paints spillage  Excavation of  Excavated soil will be soil re-used for landscaping in project area.  Silt traps and dykes will be develop Operation Phase  Solid waste Since solid waste  MSW Management management as per is handled by the Rules, 2000 by the  Municipal solid MSW Rules, 2000. authorized authorized agency. waste agency, waste

dumping will not be practiced thus impact is not Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

significant.

Negligible  Used oil generated will impact. be disposed as per norms to authorized vendors

 Used oil from D.G. set 7. Biological Displacement Construction Phase  Important No significant  Very few clearing of Environment of Flora and species of trees, if any, vegetation exists trees is involved Fauna on site  Site will be identified and at project site so Development marked and will be no tree felling during merged with landscape involved. construction plan Operation Phase  Development of Positive Impact  Green belt will be Green Belt developed along periphery  Site  Avenue plantation will Development be carried out  Proper after care & maintenance will be done 8. Socio- Population Construction Phase  Generation of Positive Impact  Generation of Economic displacement employment for local employment for skilled, Environment  Construction people especially unskilled and semiskilled activities may labor people lead to  Development of an area temporary due to improved relocation infrastructure  Employment preferably to be given to local people Operation Phase  Generation of living Positive impact facility with all Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

 Site operation modern facilities at affordable rates 9. Traffic Increase in Construction Phase  Proper Traffic Impact will only  Provision of adequate Pattern traffic Management & be for short time parking space  Import of circulation (construction  Proper traffic circulation construction phase) system at site material at site  Proper signage system  Export of  Restrict hours of construction material transport debris from project site Operation Phase  Proper Traffic Not Significant  Provision of adequate Management & as project site is parking space  Vehicles of circulation well connected  Proper traffic circulation staff, visitors & via network of system at site out-patients roads  Informatory & directive Sign boards will be provided

Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

1.1 ENVIRONMENT MANAGEMENT PLAN

An Environmental Management Plan (EMP) will be required to mitigate the predicted adverse environmental impacts during construction and operation phase of the project and these are discussed in later subsections.

1.1.1 EMP for Air Environment

During Construction Phase

To mitigate the impacts of PM during the construction phase of the project, the following measures are recommended for implementation:-

 A dust control plan  Procedural changes to construction activities Dust Control Plan

The most cost-effective dust suppressant is water because water is easily available on construction site. Water can be applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material in transport, especially if material is transported off-site.

Procedural Changes to Construction Activities

Idle time reduction: Construction equipment is commonly left idle while the operators are on break or waiting for the completion of another task. Emission from idle equipment tends to be high, since catalytic converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation. Existing idle control technologies comprises of power saving mode, which automatically off the engine at preset time and reduces emissions, without intervention from the operators.

Improved Maintenance: Significant emission reductions can be achieved through regular equipment maintenance. Contractors will be asked to provide maintenance records for their fleet as part of the contract bid, and at regular intervals throughout the life of the contract. Incentive Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN provisions will be established to encourage contractors to comply with regular maintenance requirements.

Reduction of On-Site Construction Time: Rapid on-site construction would reduce the duration of traffic interference and therefore, will reduce emissions from traffic delay.

Operation Phase

To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase of the Colony, following measures are recommended for implementation:

 DG set emission control measures  Vehicular emission controls and alternatives  Greenbelt development Diesel Generator Set Emission Control Measures

Adequate stack height will be maintained to disperse the air pollutants generated from the operation of DG set to dilute the pollutants concentration within the immediate vicinity. Hence no additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives

During construction, vehicles will be properly maintained to reduce emission. As it is a group housing project, vehicles will be generally having “PUC” certificate.

Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the site to encourage non-polluting methods of transportation.

Tarpaulin sheets will be provided around the area of construction and the building. Construction material of any kind at the site will be fully covered in all respects so that it does not disperse in the air in any form. All construction material and debris shall be carried in trucks or other vehicles which are fully covered and protected to ensure that the construction debris or material does not get dispersed in the air or atmosphere, in any form whatsoever. All workers at the construction site and involved in loading, unloading and carriage of construction material and construction debris shall be provided with masks to prevent inhalation of dust particles. Medical help, investigation and treatment will be provided to the workers involved in the construction of Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN building and carrying construction material and debris relatable to dust emission. All excavation work shall be done mechanically in minimum time to reduce dust generation. There shall be provision of sprinklers so as to suppress the fugitive emission of dust. Also the nuisance dust generated due to wind at construction site will be taken care of by immediate removal and recycling of the debris and unutilized construction material and earth. The vehicles employed will be checked for vehicular emissions and PUC certificates. The developers shall also impress upon the service agencies to get vehicles regularly checked for vehicular emission. The mitigation measures shall include regular maintenance of machinery and provision of personnel protective equipments to workers where needed. The steps shall be taken to reduce the impact of noise by plantations from the very beginning. Construction Activities shall not be carried out at night. The work shall be undertaken in phases over specific areas so that effective material management is possible. Dust suppression and its method for control Dust can contain soil, ash, soot, salts, pollen and spores, and a host of other materials depending on the location and activity causing the dust. For example, dust from construction sites, industrial areas, agricultural operations, or roadways might contain pesticides, heavy metals, asbestos, bacteria, fungi, and a variety of other contaminants. Dust particles are very small and easily inhaled. Even short-term exposure to dust can cause respiratory problems and allergic reactions. Dust emissions also contribute to air pollution significantly. Dust control methods are methods used to control particulate matter emissions from land surfaces. Chemical products used for dust suppression include water, products manufactured specifically as dust suppressants, natural or synthetic compounds, and waste or by-products from other uses and manufacturing processes. Water is the most widely used dust suppressant. Single application has very short-lasting effect, so watering is meaningful method if dust control is needed for short period. The application rate is important since a heavy application may turn the road into mud and thus destroy the soil structure and make it non-suitable as a sub-grade Dust mitigation measure adopted as Per MoEF&CC notification dated January 25th, 2018 1) Wind breaker of appropriate height (1/3rd of building height and max. upto 10 meters) will be provided on the construction site. It will be in and around the entire building and around the area where the construction and waste material will be propose to store. Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

2) Construction material of any kind at the site will be fully covered in all respects so that it does not disperse in the air in any form. It will be ensured that no loose soil/sand/construction & demolition waste will be left uncovered. 3) All construction material and debris shall be carried in trucks or other vehicles which are fully covered and protected to ensure that the construction debris or material does not get dispersed in the air or atmosphere, in any form whatsoever. The Construction and demolition waste will be kept at earmarked area. There shall be provision of sprinklers so as to suppress the fugitive emission .The access roads leading to or at construction site will be kept paved and blacktopped. 4) All the dust mitigation measures that will be proposed to be adopted will be displayed at the construction site. Greenbelt Development: Increased vegetation in the form of greenbelt is one of the preferred methods to mitigate air and noise pollution. Plants serve as a sink for pollutants, act as a barrier to break the wind speed as well as allow the dust and other particulates to settle on the leaves. It also helps to reduce the noise level at large extent. Various plant species will be planted that can be used to act as a barrier according to greenbelt guideline of CPCB.

Green Belt development Plan

All the developments are associated with the pollution of one or more environmental component. Plants are the natural sink of that pollution. Plants help in abatement of the pollution and restore the degraded environment. Green belt lowers down the air pollution by providing a surface to settle down or by absorbing the pollutants, attenuate noise level and uses the waste water. Selection of Plant Species for Green Belt Development

Selection of plant species for the development depends on various factors such as climate and soil. The plants would exhibit the following desirable characteristics in order to be selected for plantation I) Species should be fast growing and providing optimum penetrability with minimal maintenance. Perennial, evergreen & fast growing trees II) Species should be wind-firm and deep rooted III) Indigenous and locally available species will be planted IV) Trees with high foliage density, leaves with larger leaf area. Round, thick & spreading canopy is preferred for peripheral green belt and oblong canopy for road side plantation Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

V) Ability to withstand conditions like inundation and drought VI) Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter) VII) Bird and insect attracting tree species VIII) Tolerant to climatic conditions of the area and with less water requirement & after care will preferable be planted. Species tolerance to air pollutants like SO2 and NO2 should be preferred 1.1.2 EMP FOR NOISE ENVIRONMENT Construction Phase To mitigate the impacts of noise from construction equipment during the construction phase on the site, the following measures are recommended for implementation.

Time of Operation: Noisy construction equipment would not be allowed to use at night time.

Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift basis. Hearing protection such as earplugs/muffs will be provided to those working very close to the noise generating machinery.

Operation Phase To mitigate the impacts of noise from diesel generator set during operational phase, the following measures are recommended:  Adoption of Noise emission control technologies  Greenbelt development Noise Emission Control Technologies The DG set room will be provided with acoustic enclosure to have minimum 75 dB (A) insertion loss or for meeting the ambient noise standard whichever is on higher side as per E (P) Act, GSR 371 (E) and its amendments. It would be ensured that the manufacturer provides acoustic enclosure as an integral part along with the diesel generators set. Further, enclosure of the services area with 4 m high wall will reduce noise levels and ensure that noise is at a permissible limit for resident of the site and surrounding receptors Greenbelt Development The following species can be used, as in a greenbelt, to serve as noise breakers:

 Saraca asoca Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

 Delonix regia  Derris indica 1.1.3 EMP FOR WATER ENVIRONMENT Construction Phase

To prevent degradation and to maintain the quality of the water source, adequate control measures have been proposed. To check the surface run-off as well as uncontrolled flow of water into any water body check dams with silt basins are proposed. The following management measures are suggested to protect the water source being polluted during the construction phase:

A) Care would be taken to avoid soil erosion B) Common toilets will be constructed on site during construction phase and the waste water would be channelized to the septic tanks in order to prevent waste water to enter into the water bodies C) Any area with loose debris within the site shall be planted D) To prevent surface and ground water contamination by oil and grease, leak-proof containers would be used for storage and transportation of oil and grease. The floors of oil and grease handling area would be kept effectively impervious. Any wash off from the oil and grease handling area or workshop shall be drained through imperious drains E) Collection and settling of storm water, prohibition of equipment wash downs and prevention of soil loss and toxic release from the construction site are necessary measure to be taken to minimize water pollution F) All stacking and loading area will be provided with proper garland drains, equipped with baffles, to prevent run off from the site, to enter into any water body. Operation Phase

In the operation phase of the project, water conservation and development measures will be taken, including all possible potential for rain water harvesting. Following measures will be adopted:

 Water source development.  Minimizing water consumption. Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

 Promoting reuse of water after treatment and development of closed loop systems for different water streams.  The construction related solid waste as malba, loose soil etc. will be removed immediately thus, controlling run-off during development/construction phase Water Source Development

Water source development shall be practiced by installation of scientifically designed Rain Water Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an appreciation for water as a resource.

Minimizing Water Consumption

Consumption of fresh water will be minimized by combination of water saving devices and other domestic water conservation measures. Further, to ensure ongoing water conservation, an awareness program will be introduced for the residents. The following section discusses the specific measures, which shall be implemented:

Domestic and Commercial Usage

A) Use of water efficient plumbing fixtures (ultra low flow toilets, low flow sinks, water efficient dishwashers and washing machines). Water efficient plumbing fixtures uses less water with no marked reduction in quality and service B) Leak detection and repair techniques. C) Sweep with a broom and pan where possible, rather than hose down for external areas. D) Meter water usage: Implies measurement and verification methods. E) Monitoring of water uses is a precursor for management.

Horticulture

A) Drip irrigation system shall be used for the lawns and other green area. Drip irrigation can save 15-40% of the water, compared with other watering techniques. B) Plants with similar water requirements shall be grouped on common zones to match precipitation heads and emitters. C) Use of low-angle sprinklers for lawn areas. Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

D) Select controllers with adjustable watering schedules and moisture sensors to account for seasonal variations and calibrate them during commissioning. E) Place 3 to 5 inches of mulch on planting beds to minimize evaporation. Promoting Reuse of Water after Treatment and Development of Closed Loop Systems

To promote reuse of waste water and development of closed loop system for waste water segregation. Two wastewater schemes are suggested, namely:

1) Storm Water Harvest 2) Waste water recycling.

Storm water harvest as discussed in earlier, will be utilized for artificial recharge of ground water sources; and waste water will be reused on site after treatment.

Treated water will be used for landscaping, flushing, DG set cooling and rest of the treated water will be discharged into the municipal sewer. Following section discuss the scheme of waste water treatment.

Waste Water Treatment Scheme

The waste water will be treated in the STP at Project Site. Treated water will be used for horticulture purpose and road washing.

Storm Water Management

Most of the storm water produced on site will be harvested for ground water recharge. Thus proper management of this resource is a must to ensure that it is free from contamination.

Contamination of Storm Water is possible from the following sources:

 Diesel and oil spills in the diesel power generator and fuel storage area  Waste spills in the solid / hazardous waste storage area  Oil spills and leaks in vehicle parking lots  Silts from soil erosion in gardens  Spillage of sludge from sludge drying area of sewage treatment plant Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

A detailed storm water management plan will be developed which will consider the possible impacts from above sources. The plan will incorporate best management practices which will include following:

 Regular inspection and cleaning of storm drains  Clarifiers or oil/separators will be installed in all the parking areas. Oil / grease separators installed around parking areas and garages will be sized according to peak flow guidelines. Both clarifiers and oil/water separators will be periodically pumped in order to keep discharges within limits  Covered waste storage areas  Avoid application of pesticides and herbicides before wet season  Secondary containment and dykes in fuel/oil storage facilities  Conducting routine inspection to ensure cleanliness  Provision of slit traps in storm water drains  Good housekeeping in the above areas

1.1.4 EMP FOR LAND ENVIRONMENT

Construction Phase: The waste generated from construction activity includes construction debris, biomass from land clearing activities, waste from the temporary make shift tents for the labors and hazardous waste. Following section discuss the management of each type of waste. Besides waste generation, management of the topsoil is an important area for which management measures are required.

Construction Debris: Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for management of such waste. As concrete and masonry constitute the majority of waste generated, recycling of this waste by conversion to aggregate can offer benefits of reduced landfill space and reduced extraction of raw material for new construction activity. This is particularly applicable to the project site as the construction is to be completed in a phased manner. Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to contamination, and will be send to designated solid waste landfill site.

Metal scrap from structural steel, piping, concrete reinforcement and sheet metal work shall be removed from the site by construction contractors. A significant portion of wood scrap will be reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers

Hazardous waste

Construction sites are sources of many toxic substances such as paints, solvents wood preservatives, pesticides, adhesives and sealants. Hazardous waste generated during construction phase shall be stored in sealed containers and disposed off as per The Management, Handling & Trans boundary Movement Rules, 2008.

Some management practices to be developed are:

 Herbicides and pesticide will not be over applied (small-scale applications) and not applied prior to rain  Paintbrushes and equipment for water and oil based paints shall be cleaned within a contained area and will not be allowed to contaminate site soils, water courses or drainage systems  Provision of adequate hazardous waste storage facilities. Hazardous waste collection containers will be located as per safety norms and designated hazardous waste storage areas will be away from storm drains or watercourses.  Segregation of potentially hazardous waste from non-hazardous construction site debris  Well labeled all hazardous waste containers with the waste being stored and the date of generation  Instruct employees and subcontractors in identification of hazardous and solid waste Even with careful management, some of these substances are released into air, soil and water and many are hazardous to workers. With these reasons, the best choice is to avoid their use as much Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN as possible by using low-toxicity substitutes and low VOC (Volatile Organic Compound) materials.

Waste from Temporary Makes Shift Tents for Labors

Wastes generated from temporary make shift labor tents will mainly comprise of household domestic waste, which will be managed by the contractor of the site. The wastewater generated will be channelized to the septic tank.

Top Soil Management

To minimize disruption of soil and for conservation of top soil, the contractor shall keep the top soil cover separately and stockpile it. After the construction activity is over, top soil will be utilized for landscaping activity. Other measures, which would be followed to prevent soil erosion and contamination include:

 Maximize use of organic fertilizer for landscaping and green belt development  To prevent soil contamination by oil/grease, leaf proof containers would be used for storage and transportation of oil/grease and wash off from the oil/grease handling area shall be drained through impervious drains and treated appropriately before disposal  Removal of as little vegetation as possible during the development and re- vegetation of bare areas after the project.  Working in a small area at a point of time (phase wise construction)  Construction of erosion prevention troughs/berms. Operational Phase

The philosophy of solid waste management at the proposed complex will be to encouraging the four R’s of waste i.e. Reduction, Reuse, Recycling and Recovery (materials & energy). Regular public awareness meetings will be conducted to involve the residents in the proper segregation and storage techniques. The Environmental Management Plan for the solid waste focuses on three major components during the life cycle of the waste management system i.e., collection and transportation, treatment or disposal and closure and post-closure care of treatment/disposal facility. Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

Collection and Transportation

 During the collection stage, the solid waste of the project will be segregated into biodegradable waste and non-biodegradable. Biodegradable waste and non biodegradable waste will be collected in separate bins. Biodegradable waste will be treated in the project premises by vermicomposting. The recyclable wastes will be sent off to recyclers. Proper guidelines for segregation, collection and storage will be prepared as per MSW Rules, 2000.  To minimize littering and odor, waste will be stored in well-designed containers/ bins that will be located at strategic locations to minimize disturbance in traffic flow  Care would be taken such that the collection vehicles are well maintained and generate minimum noise and emissions. During transportation of the waste, it will be covered to avoid littering.

Figure 4: Waste Management Flow Diagram

Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

Disposal

With regard to the disposal of wastes, the project proponent will take the services of an authorized agency for waste management and disposal during the operational phase.

1.1.5 EMP FOR ECOLOGICAL ENVIRONMENT

Construction activity changes the natural environment but a residential colony creates a a new environment for its inhabitants. The upcoming project requires implementation of following choices exclusively or in combination. Construction Stage  Restriction on construction activities in ecologically sensitive areas.  Restrictions on location of temporary labor colonies and offices for project staff near the project area to avoid human induced impacts on flora and fauna.  Cutting, uprooting, coppicing of trees if present in and around the project site for cooking, burning or heating purposes by the labors will be prohibited and suitable alternatives for this purpose will be explored.  Along with the construction work, the peripheral green belt will be developed with suggested native plant species, as they will grow fully at the time of completion of the project. Operation Stage Improvement of the existing ecology of the project site will entail the following measures:  Plantation and Landscaping  Green Belt Development  Park and Avenue Plantation The section below summarizes the techniques to be applied to achieve the above objectives:

Plantation and landscaping Selection of the plant species will be done on the basis of their adaptability to the existing geographical conditions and vegetation composition of the forest type of the region earlier found or currently observed. Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

Green Belt Development Plan The plantation matrix to be adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2 m. In addition, earth filling and manure will be required for proper nutritional balance and nourishment of the saplings. Further, plantation will be taken up randomly and landscaping aspects will be taken into consideration Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are proposed for the green belt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

Selection of Plant Species for Green Belt Development

The selection of plant species for the development depends on various factors such as climate, elevation and soil. Following characteristics will be considered while selecting trees for plantation

1. The species should be fast growing and providing optimum penetrability 2. The species should be wind-firm and deep rooted 3. The species should form a dense canopy 4. As far as possible, the species should be indigenous and locally available

5. Species tolerance to air pollutants like SO2 and NOx should be preferred 6. The species should be porous to help create air turbulence and mixing within the belt 7. There should be no large gaps for the air to spill through 8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces 9. Trees must have the ability to withstand conditions like inundation and drought 10. Soil improving plants 11. Attractive appearance with good flowering and fruit bearing 12. Bird and insect attracting tree species 13. Sustainable green cover with minimum maintenance. Parks and Avenue Plantation  Parks and gardens will be maintained for recreational and ornamental purposes. This will not only improve the quality of existing ecology at the project site but also improve the aesthetic value.  Avenue Plantation Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

Planting trees along the road sides, highways and pathway is known as avenue plantation. Avenue plantation will be adopted in the project site for aesthetic value, shade and safeguard from soil erosion and for economic use of timber, flowers and fruits. Details regarding avenue plantation is provided below:

1. Trees with colonial canopy and attractive flowering 2. Trees with branching at 7 feet and above 3. Trees with medium spreading branches to avoid obstruction to the traffic 4. Fruit trees will be avoided as children often obstruct traffic and general movement of public for the fruits grown in the trees. 1.1.6 EMP for Socio-Economic Environment

A social management plan has been formulated to take proactive steps and adopt best practices, which are sensitive to the socio-cultural setting of the region. The Social Management Plan for the upcoming group housing project focuses on the following components:

 Income Generation Opportunity during Construction and Operation Phase: The project will provide employment opportunities to the job seekers during construction and operation phase. There will be wide economic impact in terms of generating opportunities for secondary occupation within and around the complex. Important factors to be considered for employment and income generation are out lined below:

 Employment strategy will be preferential employment opportunity for local people  There will be minimum wage as announced by the Government from time to time and medical care for the workers.  The contractors will abide to employment priority towards locals and respect the labor laws while recruiting workers for the construction and construction related works.  Improved Working Environment for Employees The project proponent will ensure safe and healthy working condition for the workers both during construction and operation phase. With the proposed ambience and facilities provided to the workers, the complex will create a new experience in living and Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

recreations. Following measures will be taken to improve the working environment in the area:

 Less use of chemicals and biological agents where there is hazard potential  Develop an interface between the work and the human resource through a system of skill improvement  Provision of facilities for nature care and recreation e.g. indoor games facilities etc.  Measures to reduce the incidence of work related injuries, fatalities and diseases  Proper maintenance and beautification of the complex and the internal roads

1.1.7 EMP FOR ENERGY CONSERVATION

Project involves energy consumption for various purposes. Measures are proposed to minimize the energy requirement and are listed below. 1) Orientation is building is such that it allows natural lightning and ventilation 2) Vertical plantation will be carried out 3) Usage of fly ash bricks, hollow bricks and fly ash mix cement for construction purpose. Usage of excavated soil and construction debris within the project site as filling material 4) Provision of solar water heater 5) Lightning in common area will be LED based. Solar lights will be provided in ration of 1:3 6) All internal lighting shall be BEE star rated. 7) Direction signage, based on LED shall be powered by solar.

Supply Energy Conservation Demand

 Utilize energy-efficient diesel  Reduce consumption of electricity genetators  Use energy efficient appliances  Exploring the possibilities of  Create Awareness for economic use of introducing renewable energy energy

Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

Energy conservation will be the main focus on complex planning and the same will be made operational. The conservation efforts will consist of the followings:

 Architectural design  Maximum utilization of solar light.  Maximum use of natural lighting through building design.  The orientation of the buildings will be done in such a way that maximum daylight is available.  The green areas will be developed in such situations that significant reduction in the temperature can take place.  Energy Saving Practices  Energy efficient lamps will be provided in the housing complex.  There will be constant monitoring of energy consumption and fixing targets for energy conservation.  Adjust the settings and illumination levels to ensure minimum energy used for desired comfort level.  Behavioral Change on Consumption  Promoting resident awareness on energy conservation  Training staff on methods of energy conservation and to be vigilant to such opportunities. 1.2 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For effective and consistent functioning of the proposed group housing complex, an Environmental Management system (EMS) will be established. The EMS will include the followings:

 An Environmental management cell.  Regular Environmental Monitoring.  Personnel Training.  Regular Environmental audit and undertaking correction measures.  Documentation of standard operation procedures and Environmental Management Plan and other records.

Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

1.3 ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it is also proposed to have a permanent organizational set up charged with the task of effective implementation of mitigation measures and to conduct environmental monitoring at regular intervals. The major duties and responsibilities of Environmental Management Cell will be as follows:

 To implement the environmental management plan.  To assure regulatory compliance with all relevant rules and regulations.  To ensure regular operation and maintenance of pollution control devices.  Strict adherence to the EMP.  To initiate environmental monitoring as per approved schedule.  Review and interpretation of monitored results and corrective measures in case monitored results are above the specified limit.  Maintain documentation of good environmental practices and applicable environmental laws for ready reference.  Maintain environmental related records.  Coordination with regulatory agencies, external consultants, monitoring laboratories.  Maintenance of log of public complaints and the action taken. Hierarchical Structure of Environmental Management Cell

The activities of the EMP cell will be supervised by a dedicated person who will report to the site manager/coordinator of the Group Housing project. The hierarchical structure of the proposed Environmental Management Cell is given in Figure 5

Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

Figure 5: Environnent Management Cell Structure

Corporate Site Representative Environmen Manager from Corporate t Division Planning group

Site Environmental Coordinator

Waste water Greenbelt Dev.

Treatment Incharge Plant

1.4 ENVIRONMENTAL MONITORING Operator The purpose of environmental monitoring is to evaluate the effective implementation of Environmental Management Plan (EMP). The monitoring is a periodic exercise which needs to be done with due care. The environmental parameters are selected within the impact area so that adverse effects are detected and timely action is taken. The project proponent will monitor ambient air Quality, Ground Water Quality and, and Soil Quality in accordance to approved monitoring schedule.

Table 6: Suggested Monitoring Program for the proposed Hospital Project

S. No. Type Locations Parameters Period and Frequency

1. Ambient Air Project Site Criteria Pollutants: Half yearly (24 hr

Quality SO2, NO2, PM2.5 average samples) during PM10, CO construction phase and annual during operation Construction of 500 bedded Government Hospital, Dumka, Jharkhand ENVIRONMENTAL MANAGEMENT PLAN

phase.

2. Groundwater Project site Drinking water Half Yearly (Portability parameters as per testing) IS 10500.

3. Ambient Project site dB (A) levels Half Yearly (Hourly day

Noise and night time leq levels) during construction phase and every year during operation phase.

4. Potable water Drinking As per IS 10500 Half Yearly quality water supply potable water standards

5. Soil quality Project site Organic matter, Half Yearly C.H., N, Alkalinity, Acidity, heavy metals and trace metal, Alkalinity, Acidity.

6. Waste Residential Physical and Half Yearly Characterizati Chemical on composition

7. Treated water Outlet of STP BOD, MPN, Half Yearly coliform count, etc.

1.5 Awareness and Training Training and human resource development is an important link to achieve sustainable operation of the facility and environment management. For successful functioning of the project, relevant EMP will be communicated to residents and contractors

The residents must be made aware of the importance of waste segregation and disposal, water and energy conservation etc. The awareness to residents can be provided by periodic Integrated Social meetings.

Risk Assessment Construction of 500 bedded Government Hospital, Dumka, Jharkhand Risk Assessment

Risk Assessment

Introduction: Emergency prevention through good design, operation, maintenance and inspection are essential to reduce the probability of occurrence and consequential effect of such eventualities. The overall objective of the Emergency Response Plan ERP is to make use of the combined resources at the site and outside services to achieve the following:-

(i) Localize the emergency

(ii) Minimize effects on property and people

(iii) Effective rescue and medical treatment

(iv) Evacuation

Major hazards identified include:-

1. Hazards pertaining to fires in buildings

2. Earthquakes

3. Lightning Hazard

1. Hazards pertaining to fires in buildings

Management & Prevention of Fire hazard

The fire safety Installation in the project site shall be compliant with NBC, 2016 for the entire project site to ensure the highest Safety standard and uniformity of system. Further, before property is opened to public, the fire Protection shall be fully operated and tested. Fire-fighting system will be provided keeping in view guidelines of National Building Code Sept 2005: Part IV for Fire Protection, Building Bye-Laws (Jharkhand) and area’s Chief Fire Officer.

All Building will be provided with fire protection arrangements such as fire hose cabinet with complete firefighting accessories, hose, wet riser, automatic sprinkler system in entire building, manual call points, underground water storage tank, overhead water tank (20 cum), fire pumps, portable fire extinguishers, exit signs, P.A. System, Yard Hydrants, Fireman’s lift grounding switch, precautionary notices in lifts & restricted areas in case of fire, display of fire evacuation plan and fire control room from fire safety point of view.

2. Management & Prevention of Earthquake hazard Construction of 500 bedded Government Hospital, Dumka, Jharkhand Risk Assessment

As per Earthquake Zonation Map of India, the project site is located in seismic zone III (This zone is classified as Moderate Damage Risk Zone which is liable to MSK VII).

Figure 1: Jharkhand Earthquake Zones

To ensure safety of the building from Seismic Load the Design of the building will be done in accordance to Section 1, Part 6 of NBC 2005. Buildings will be designed keeping in consideration that structures should possess strength to withstand earthquakes, without damage; resist moderate earthquake without significant structural damage; and aims to withstand major earthquakes without collapse. To ensure that the building complex is structurally safe, Earthquake resistant building materials will be used for construction of structures like RCC. The Walls will be made up of lighter material like AAC blocks to reduce the weight of the Building

To handle the occurrence of Earthquake the following measures will be taken:

 Adequate training will be given to Staff to handle emergency situations Charts  Emergency telephone numbers (such as those of doctors, hospitals, the police, etc) will display at prominent places.  Proper display of do’s & don’t during earthquake will be displayed at prominent places Construction of 500 bedded Government Hospital, Dumka, Jharkhand Risk Assessment

 Appropriate disaster emergency kit ready facility will be available at all the time. Battery operated torch with extra batteries, Battery operated radio, First aid kit and manual, Emergency food (dry items) and water (packed and sealed), Candles and matches in a waterproof container, Knife, Chlorine tablets or powdered water purifiers, Can opener., Essential medicines, Cash and credit cards, Thick ropes and cords and Sturdy shoes.

3. Lightning Hazard & Management

Lightning strikes are common along with monsoon and hailstorms, caused by cloud to cloud or cloud to land (hill) collision discharging huge uncontrolled negative energy towards earth. Jharkhand, Odisha, Bihar, Chhattisgarh, Madhya Pradesh, Uttar Pradesh, Uttrakhand, North eastern and coastal states record substantial losses.

As the project site is located in Dumka district of Jharkhand state is affected by the Lightning Hazard. Localized geographical conditions undulating hilly topography, deciduous monsoon jungles, low altitude clouds, rich mineral content etc. contribute to frequent lightning in Jharkhand. Period – June to September during the monsoon, especially in initial and terminal phase of monsoon. Approximately 150-200 deaths per year due to lightning. Rural areas and Forests with tall trees and water bodies are most vulnerable, 95 % deaths are in rural areas and people standing under tall trees. Urban areas are less vulnerable due to having large number of lightning conductors, less number of tress and water bodies.

A Comparative vulnerability of the areas around Ranchi, Singhbhum, Dumka, Palamau, and Hazaribagh are presented in the table and illustrated through a figure, given below:

Figure 1: A Comparative vulnerability of the areas around Ranchi Construction of 500 bedded Government Hospital, Dumka, Jharkhand Risk Assessment

 Use of early warning system (through hooter, sms, email, TV, FM, Agro met advisories etc).  Updated weather forecast includes chances of rain, storm etc  Early detection of Lighting/Storm and Alert/Warning system.  Jharkhand Building Bye Laws, 2016 makes it mandatory for all G+2 and above building to install lighting conductor/arrestor.  Promotion of life saving skill and awareness programme.  enhanced preparedness (check services of lighting conductors)  Use of safe grids.

4. Other Measures proposed to be taken to combat various types of disasters:

 There should be a fire brigade station within the campus with sufficient manpower and equipments like Ladders, Ropes, Fire Hose and fire extinguishers. There should be separate water storage and hydrants.  Alarm bells and periodic announcements for safety during fire and earthquakes.  Thick wire mesh may be fixed on the road Side of the Mountains.  In case of any emergencies, helipad should be kept ready for the evacuation of the affected persons.

Annexure-1 Land Documents

Annexure-2 Approved Building Plan

Annexure-3 CO Letter from Dumka

Annexure-4 Letter from DFO, Dumka

Annexure-5 Request Letter from JSBCCL

Annexure-6 GIS Maps