ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) 1.0 INTRODUCTION This proposed project is construction of “Trauma Centre” at Safdarjung Enclave, New Delhi. Land use of the project site is in conformity with the Delhi Development Authority . The objective of the study is to carry out Environmental Impact Assessment (EIA) for the proposed project to meet the environmental compliance laid down by the Ministry of Environment and Forest (MoEF), Govt. of India. The scope of the study would be as per the EIA guidelines outlined by the MoEF for new construction project. Figure-1: Master Plan for Delhi 2.0 PROJECT DETAILS The construction of proposed Trauma Centre at Safdarjung Enclave, New Delhi project is planned on a total plot area of 60500.5 sq m. The total built up area will be 302121.94 sq m. Project will provide the following facilities. • 1841 bedded hospital, Gas Bank and Residential block • Other facility shall be planned in future The design approach shall be sensitive to environmental issues. The main thrust shall be laid on environmental pollution, energy conservation, safety and use of maintenance and use of current technological development. The Design Philosophy is to ensure fulfillment of all functional requirements in accordance with Design Guidelines, Relevant Standards and Codes as well as local Bye laws. The following design standards/guidelines with latest amendments shall be followed during detailed design of services. In case of any discrepancy, the stringent shall be followed: (cid:1) National Building Code of India – 2005. (cid:1) Relevant Codes of National Fire Codes 2008. ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) (cid:1) Relevant Codes of Bureau of Indian Standards (cid:1) Energy Conservation Building Codes 2009 (cid:1) Indian Electricity Rules 1956 (cid:1) Environmental Guidelines. (cid:1) State Byelaws. (cid:1) IEC 60726/ IS: 2026 (Part 1, II and IV)/ IS 11171(Part III): Transformers (Cast Resin) (cid:1) IEC 60831/ IS 13340 & IS 13341: Capacitors (cid:1) IEC 60947/ IS 13947: Specification for low voltage switch gear & control gear (cid:1) BS 6651/ IS 2309: Lightning protection system (cid:1) BS 7430, IS 3043: Earthing & bonding (cid:1) BS 7671 requirements for electrical installation (cid:1) NEC – NFPA 70, National Electric Code. The project area statement and its components are as per the table 1 details given below: Table1.Area Statement for Proposed Project SN Description Quan tity Unit GENERAL 1 Plot Area 60500.5 SQM 2 Proposed Built Up Area 302121.94 SQM Number of Building Blocks (3 5 (3+1+1) 3 Hosp+1Gas+1Residential) NOS 4 Max Height of Building 38 M 5 Max No of Floors (Residential Tower) 3B+G+9 NOS 6 Cost of Project 2163 CR 7 No of Beds (Hospital) 1841 BEDS Expected Population (1841Beds+1051Residential 8 53091 PERSONS +30550 Floating) 9 Permissible Ground Coverage Area (40%) 24200 SQM 10 Proposed Ground Coverage Area ( 39.76%) 24186 SQM 11 Permissible FAR Area 300 181502 SQM 12 Proposed FAR Area 299.99 181499.61 SQM 13 Basement Area 118483.43 SQM 14 Non FAR, & Other areas 2138.90 SQM 15 Proposed Built Up Area 302121.94 SQM WATER 16 Total Water Requirement 2896.31 KLD 17 Fresh water requirement (58.25% of total water req) 1681.95 KLD 18 Waste water Generation 1328.32 KLD 19 Proposed STP Capacity 1425 KLD 20 Proposed ETP Capacity 220 KLD 21 Treated Water Available for Reuse 1215.83 KLD 22 Recycled Water 1215.83 KLD 23 Surplus treated water 1 KLD RAIN WATER HARVESTING 24 Rain Water Harvesting Potential 22723.85 CUM ITHC/PRJ/16-17/EIA/59 36 IND TECH HOUSE CONSULT ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) 25 No of RWH of Pits Proposed 13 NOS PARKING 26 Total Parking Required as / Building Bye Laws 3630 ECS 27 Proposed Total Parking (Including Mechanical) 3630 ECS GREEN AREAS 28 Required Green Area 6190 SQM 29 Proposed Green Area (33.34% of Plot Area) 20174 SQM WASTE GENERATION 30 Municipal Solid Waste Generation 3.0 TPD 31 Quantity of E-Waste Generation- Kg/Day 10 KG/DAY 32 Quantity of Hazardous waste Generation 10.8 LTS/DAY 33 Quantity of Sludge Generated from STP 125.0 KG/DAY 34 Hospital Waste Generation 3.7 TPD 35 Bio-Medical Waste Generation 0.55 TPD POWER 36 Total Power Requirement 25000 KVA 37 DG set backup 15000 KVA 3.0 CONNECTIVITY The project site is well connected to major roads. Almost all the surrounding areas are connected through network of roads. Fig 1: Project site Location ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) 4.0 PROJECT SURROUNDINGS The proposed project site is located at Safdarjung Enclave, New Delhi. Project site is at 28°33’56.21”N to 77°12’03.27”E. (Source: Survey of India). The details of site surroundings are given below in Table- 2. Table-2: Site and Surrounding of the project Site S. No. Particulars Details 1. Nearest National Highway NH 2, 6.07 KM East NH 8, 4.7 KM North West NH 24, 6.40 KM North East NH 236, 6.95 KM South West 2. Nearest Railway Station New Delhi Railway Station, 8.23 Km N 3. Nearest Airport IGI Aiprort, 7.64 KM West 4. Nearest Town/ City New Delhi, 5.26 km N 5. River Body Yamuna River, 6.90 KM NE 6. Hills/ Valleys Nil 7. Site Topography Plain 8. Archaeologically Important Site Nil 9. National Parks/ Wildlife Sanctuaries Okhla Bird Sanctuary, 8.96 km E Asola Wild Life Sanctuary, 12.35 Km SE 10 Delhi State Boundary Delhi-UP border, 9.7 Km/East 11. Reserved/ Protected Forests Central Ridge Reserve Forest 5.66 KM NW 12. Seismicity The study area falls under Seismic Zone-IV 500 m and 10 km radius surroundings of the project site are given below in Figure- 3.0 & 4.0 respectively. Figure-3.0: 500 M surroundings of Project Site ALL INDIA INSTITUTE OF PROPOSED MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) Figure-4.0: 10 Km Radius Map of the Project Site OCCUPANCY DETAILS Total population of the project will be 200 non-residential and 50000 in the following Table -3. Table RESIDENTIAL FAMILY DWELLING UNITS NO OF BEDS (HOSPITAL) TOTAL NON RESIDENTIAL FACILITY MANAGEMENT STAFF TOTAL VISITORS OPD PATIENTS ATTENDANTS WITH OPD PATIENTS & GEN VISITORS TOTAL VISITORS TOTAL POPULATION ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) 5.0 WATER DEMAND 5.1 Water supply & source The water supply for the project during operation phase will be sourced from DJB. The total water requirement based on the population will be 2896 KLD. The daily water requirement calculation for hospital building and waste water generation and reuse details are provided in table 4 and the water balance Diagram is given below in Figure- 5. Table 4: Calculations for Daily Water Demand for the project WATER REQUIREMENT TOTAL POPULATION/ RATE IN QTY IN AREA/UNIT LTS KL RESIDENTIAL @ 135 LPD DOMESTIC 1050 90 94.50 FLUSHING 1050 45 47.25 HOSPITAL BEDS @ 450 LTS/BED 450 GENERAL 250 460.25 LABORATORIES & OT 20 36.82 1841 LAUNDRY 110 202.51 FLUSHING 70 128.87 NON RESIDENTIAL (Working) @ 45 LPD DOMESTIC 200 15 3.00 FLUSHING 200 30 6.00 VISITORS @ 15 LPD DOMESTIC 50000 5 250.0 FLUSHING 50000 10 500 TOTAL POPULATION 51250 GARDENING 20174.3 3.5 70.61 D G COOLING 15000 0.9 40.5 HVAC - AIR CONDITIONING 6600 10 1056 TOTAL WATER REQUIREMENT 2896.31 ITHC/PRJ/16-17/EIA/59 40 IND TECH HOUSE CONSULT ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) Fig 5: Water Balance Diagram 5.2 Sewage Generation Construction phase: Quantity of sewage generated during the construction phase will be negligible and proper management will be done by providing mobile toilets. Septic tank will be provided on site to discharge sewage generated during the construction phase. Operational Phase: Sewage generated during operation phase will be 1328 KLD. Onsite STP and ETP of adequate Capacity will be provided for treatment of domestic effluent as well as waste water generated from hospital and laundry. The treated water from the STP will be stored in separate overhead tanks and the stored water will be used for flushing the toilets, horticultural use, DG cooling and other washing purposes. For disinfection of treated water Ultra violet light disinfection will be provided. Dual plumbing system will be provided for reuse and recycling of treated waste water. 6.0 SOLID WASTE AND BIOMEDICAL WASTE GENERATION The solid waste generated from the project shall be mainly domestic and biomedical waste. Estimated quantity of the municipal waste shall be approx 3.0 TPD. 0.55 TPD bio-medical waste shall be generated from the project. The municipal solid waste so generated shall be first segregated as plastic, glass, paper and other waste separately and disposed off as per MSW Rule, 2000. The recyclable waste will be sold to vendors for recycling. Waste other than plastic, paper and glass shall be collected and disposed ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) off at the municipal waste sites. The collected solid waste will be disposed to the nearest disposal site. Biomedical waste shall be managed as per Bio-Medical Waste (Management and Handling) Rules, 1998. Table 5: Quantity of Waste Generation for the Project WASTE GENERATION Total Municipal Solid Waste 2.96 TPD Generation Organic Waste Generation 1.29 TPD E- Waste Generation 9.9 KG/Day Sludge Generation 426 KG/Day Hazardous Waste Generation (DG 10.8 Lts/ Day Waste Oil) Hospital Waste 3.68 TPD Biomedical Waste @15% 0.55 TPD 6.1 Waste Management during operation phase 6.1.1 Municipal Solid Waste Sweepers will be engaged for handling municipal waste and appropriate site for keeping bin/container at common places would be identified for collection of waste. Adequate number of collection bins separately for biodegradable and non- biodegradable waste shall be provided as per the Municipal Solid Waste (Management and Handling) Rule, 2016. Wastes from such bins shall be collected separately on daily basis. (cid:2) All waste collection bins shall be properly maintained on regular basis. (cid:2) Arrangement will be made with local civic authority, for providing garbage station or transfer point (preferably near the entry/ exit point of the site), where all the waste from collection bins shall be sent for further disposal by the municipal authorities. (cid:2) It will be assured that there is no spillage of waste along the internal roads during collection of wastes. (cid:2) The garbage storage/transfer point will be covered and cleaned every day to as to avoid any nuisance, vectors and unhygienic conditions. Landscape waste comprises of fallen leaves and other vegetative material. It shall be collected at secured location such that it shall not hinder the daily activity or be washed away by the surface run off causing choking of drains, etc. Adequate arrangement shall be worked out with municipal authority to collect and dispose such waste in an appropriate manner. ITHC/PRJ/16-17/EIA/59 42 IND TECH HOUSE CONSULT ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) 6.1.2 Biomedical Waste Management Generation of Biomedical Waste Patient Ward, Intensive Care Units, OPD, Pathology, Blood Bank, Operation Theatre, etc. Segregation of Biomedical Waste Segregation of biomedical waste is done at source & packed in different bags as per Biomedical waste management & handling rules Shifting of Biomedical Waste to “Biomedical waste Storage” Hospital collects all the biomedical waste keeps it in the “Biomedical waste storage” Disposal & Treatment of Biomedical Waste Biomedical waste transporter comes every day to pick up the waste & transport it to treatment site. Transporter & Treatment site are authorized CPCB 6.1.3 Biomedical Waste Management- Collection Facilities Color Type of Container to Treatment options as per Waste Category Number Coding be used Schedule I Human anatomical waste, discarded Non-Chlorinated plastic Yellow medicines and cytoxitic drugs, soiled Incineration Bags waste Non-Chlorinated plastic Microbiology Biotechnology and lab Red Bags/puncture proof waste, Waste Sharps, infectious solid As per Schedule I (rule 7) container for shops waste Non-Chlorinated plastic Blue Chemical Wastes As per Schedule I (rule 7) Bags Non-Chlorinated plastic Disposal in Municipal dump Black Municipal Waste Bags site 6.1.4 Radioactive Waste Management Radio Active Waste management for hospitals is covered under Atomic Energy (Safe Disposal of Radioactive Wastes) Rules, 1987. The hospital will manage the radioactive waste generated from the hospital as stated under the aforesaid rule and is given below: Institutions such as hospitals and tracer research laboratories, handling small quantities of radioisotopes of short effective half life may, after obtaining the authorisation, under rule 3, undertake disposal of radioactive waste, in accordance with the following procedures :- 1. Disposal of Radioactive Waste by release into Sanitary Sewerage system - An authorised person may discharge radioactive waste into a Sanitary sewerage system, provided :- (a) the waste is readily soluble or dispersible in water; (b) the maximum quantity of radioactive material released in the sanitary sewerage system is less than the quantity prescribed in Table I of this Schedule and is not in excess of the quantity which, if diluted by the average daily quantity of sewerage released into the ITHC/PRJ/16-17/EIA/59 43 IND TECH HOUSE CONSULT ALL INDIA INSTITUTE OF PROPOSED TRAUMA CENTRE FOR AIIMS AT SAFDARJUNG Conceptual Plan MEDICAL SCIENCES ENCLAVE, NEW DELHI (AIIMS) sewerage system by the authorised institution, will result in an average monthly concentration equal to the limits:- (i) as specified in Table 1, or (ii) as specified by the competent authority, on a case by case basis for radionuclides, not listed in Table 1, (c) the gross quantity of radioactive material released into the sewerage system by the institution does not exceed 37 GBq per year; (d) when more than one radionuclide is present in the liquid waste, the sum of the ratios of the individual quantities of each of the radioisotopes present and their respective maximum quantities allowed as per Table 1, does not exceed unity; (e) periodic maintenance and monitoring of the path-ways of the liquid effluents, till the effluents reach the sewerage system, is done by the Radiological Safety Officer, to ensure that the appropriate disposal limits and operational limits are not exceeded in and outside the drainage system; (f) a log book is maintained in Form III recording the identity and quantity of each radioisotope disposed, its time of disposal, the name of the person who has supervised the waste disposal and the data on radiation surveillance. 2.Disposal of Solid Radioactive Waste — An authorized person may dispose of solid radioactive waste by burial into pits prepared in an exclusive burial ground, provided : (a) the burial ground is located in an isolated site owned by the said person; (b) the site is duly fenced off to prevent unauthorized entry; (c) the site is duly approved by the competent authority for burial of radioactive waste, the approval being governed by factors such as the nature of environment including topographical and geological characteristics of the burial site, usage of ground and surface waters in the general area around the site, with a view to minimise the assessed anticipated risk of accidental dispersal of the waste to potentially affected locations or back to the environment; (d) the total activity in the wastes buried in any one pit of the burial ground does not exceed — (i) the limits specified in Table 2 of this schedule; or (ii) the limit specified by the competent authority on a case by case basis; for radionuclides not listed in Table 2 of this Schedule; (e) when more than one radionuclides is present in the solid waste, the sum of the ratios of the individual quantities of each of the radioisotopes present and their respective maximum quantities allowed as per Table 2, does not exceed unity; (f) the depth of the burial pit is so chosen that the wastes have a top layer of compact earth of minimum 120 cm thickness when the pit head is closed; (g) successive burial pits are separated by a distance of at least 180 cm; (h) not more than 12 burials are made in any one year; (i) a closed pit is not opened for reuse till 10 half lives, of the longest lived radioisotope buried in that pit, have elapsed; (j) the burial area is treated as restricted area and subjected to periodic environmental surveillance by the Radiological Safety Officer to ensure that the appropriate disposal limits and operational limits are not exceeded; ITHC/PRJ/16-17/EIA/59 44 IND TECH HOUSE CONSULT