1.0 GENERAL INFORMATION 1.1 Introduction M/s. JIPMER have constructed a Super Speciality Block and JIPMER International School of Public Health (JISPH) at S. No. 213/1 and 218 Part at Thattanchavady Village, Puducherry Taluk, Puducherry District, in the Union territory of Puducherry. Since the construction was carried out prior to Environmental Clearance, it has violated the EIA notification 2006. As per the recent notification on the regularization of violation cases dated 14th March 2017, we would like to submit our proposal with the total built up area of 40679 Sqm, out of which for hospital building, the built up area is27217 Sqm and for non-hospital building is 13552 Sqm for Environmental Clearance to the Ministry of Environment, Forests and climate change for the said project. 1.2 Contact details of the Project Proponent Name & Contact Address: The Director M/s. Jawaharlal Institute of Postgraduate Medical Education and Research, Dhanvanthri Nagar, Gorimedu, Puducherry – 605 006 1.3 Land Description The area of the plot is 777620.8 sqm. The project site is located at 11°57'10.01"N latitude and 79° 47'49.26"E longitude. The site is well connected by NH 32 (West). The site is situated in Thattanchavady Village of PuducherryTaluk, Puducherry District District. The environmental settings of the site are given below: Table 1: Details of Environmental Setting S. No. Particulars Details 1. Latitude 11°57'10.01"N 2. Longitude 79°47'49.26"E 3. Total Plot Area 777620.80 sqm. 5. Nearest Highway NH 32 (Chennai to Nagapattinam, West) 7. Nearest Railway Station Pondicherry (5.2 Km, SE) 8. Nearest Airport Chennai International airport (147 km, NE) 9. Nearest Port Puducherry (7.9 Km, E) 10. Nearest City Puducherry (5.2 km, SE) 1.4 Project Survey nos. S. No. 213/1 and 218 Part of Thattanchavady village, Puducherry taluk, Puducherry district in the union territory of Puducherry 1.5 Local Regulation applicable for township and Area development We are following the regulations of DTCP (Directorate of Town and Country Planning). 1.6 Litigation(s) pending against the proposed project and /or any directions or orders passed by any court of law/any statutory authority against the project is to be detailed out No litigations are pending against the project. 2.0 PROJECT DESCRIPTION M/s. JIPMER has constructed a Super Speciality block and JISPH building in 213/1 and 218 Part of Thattanchavady village, Puducherry taluk, Puducherry district in the union territory of Puducherry. Total Plot area is 777620.8 sqm. The total built-up area of the building is 40679 Sqm. Salient Features of the project: Particulars Details Location 213/1 and 218 Part of Thattanchavady village, Puducherry taluk, Puducherry district in the union territory of Puducherry Type of project Hospital Total Plot Area 777620.8 Sqm Total Built up area 40679 Sqm Ground coverage (Existing) 96594.37 Sqm Ground coverage (Proposed) 10476 sqm Green Belt (After Expansion) 155524.16 Sqm Surface parking area 2412.5 Sqm STP, Solid Waste Disposal and Other 2478.24 Sqm Utilities Area Number of The project consists of Super speciality Block (GF Blocks/floors + 3), Screening OPD (GF + 1) and JISPH (GF + 4 Floors) Source of power Pondicherry EB Water requirement Total water requirement: 436 KLD Total Fresh water requirement: 316 KLD Recycled water: 120 KLD Water Source Ground water Estimated 8830 occupants population Project cost (Proposed Expansion) Rs. 156.19 crores 2.2 Man power requirement: Local labors from nearby areas were deployed for the project work. Nearly 100 – 200 skilled and unskilled laborers will be employed during peak construction period. 2.3 Land Use Area Break up: Table 2: Land use Break up Details Area in (Sqm) Total Land Area 7,77,620.80 Ground Coverage Area – Existing 96594.37 Ground coverage Area - Proposed 10476 Surface or open Parking Area (Proposed) 2412.5 STP, Solid Waste Disposal and Other Utilities Area 2478.24 Green Area (20%) 1,55,524.16 2.3.1 Built-up Area Breakup: Table 3 Built-up Area S. Total area No Block Description Sqm Super Speciality Block 1 (GF + 3) 17327 Screening OPD 2 (GF + 1) 9890 UG Sump and Pump 3 Room 573 JISPH 4 (GF+4) 12829 UG Sump and Pump 5 Room 150 Total 40769 2.4 Occupancy Details The expected population of the residential building is 3767 persons and the details are given below. Table 4 S.No. Project components Occupancy load 1 Inpatient 326 2 Outpatient & Visitors 6326 3 Staffs 115 4 Guests 150 Total Occupancy 6917 2.5 Source of Water and Consumption During Construction Phase: Total water requirement consumed during the construction phase was about 75-100 KLD, which were sourced through tanker supply. During Operation Phase: Total water requirement estimated during the operation phase will be 436 KLD of which daily fresh water requirement will be 316 KLD. Source of fresh water supply is Ground water. Flushing water requirement = 120 KLD (STP treated water) Gardening water requirement = 226 KLD (STP treated water) Water Requirement Total Water Fresh water Recycled water Project Occupancy Requirement Requirement Requirement Components load (lpd) (lpd) (lpd) In Patient 146700 110840 35860 (approximately) 326 (450 lpcd) (340pcd) (110 lpcd) 5175 3450 1725 Staffs 115 (45 lpcd) (30 lpcd) (15 lpcd) Out- 94890 63260 31630 patients/Visitors 6326 (15 lpcd) (10 lpcd) (5 lpcd) (6000+326) 6750 2250 4500 Guest 150 (45 lpcd) (15 lpcd) (30 lpcd) Pathology 15000 15000 - CSSD 5000 5000 - Mortuary 15000 15000 - Laundry 10000 10000 - Total water requirement 298515 224800 73715 The total water requirement during operation is 436 KLD. The wastewater generation from the project is estimated to be about 365 KLD. During operational phase the sewage generated will be treated in the STP of 2.4 MLD. The treated water will be recycled for flushing & gardening. The estimation of water requirement and the water balance chart is shown in table below: Table 6: Water Requirement Calculation Summary of water Requirement: Total water requirement = 436 KLD Fresh water requirement for domestic purposes = 317 KLD Fresh water requirement for domestic purposes = 272 KLD Treated water requirement for Flushing purposes = 120 KLD Treated water requirement for Gardening purposes = 226 KLD 2.6 Power Requirement The required power will be sourced from the nearby Pondicherry EB grid which will be distributed through the transformers of 1000 KVA, 1328 KVA, and 299 KVA within project premises. For emergency purposes, it is proposed to use DG sets of following capacities: . 650 KVA x 1 Nos. 750 KVA x 2 No. 250 KVA x 2 No. 2.7 Solid Waste Generation Solid waste would be generated both during the construction as well as during the 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. The excavated material 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 of the proposed Residential plotted colony project. Remaining soil shall be utilized for refilling / road work / rising of site level at locations. Construction Waste Construction Empty cement Waste, Broken bags, containers Excavated Soil bricks, waste etc., plaster Topsoil conserved Used in re- filing, Sold to agency for for landscaping, raising site level recycling balance used in re- filling Table 7: Typical Solid Waste Sources and Quantity of Generation during Construction S. No. Sources of waste Type of waste Quantity Sand, concrete, gravel, stone, Generation at the rate 1 Non-Biodegradable bricks, plastic, metal and glass 40-50 kg/Sqm of 2 Paper and wood Biodegradable construction area 2.8 Operation Phase: 2.8.1 Municipal Solid waste: As the proposed project is a residential building, the solid waste envisaged during its operation phase includes waste papers, paper cups & plates, kitchen waste and plastic wastes. As per the manual on municipal solid waste prescribed by Central Public Health and Environmental Organization (CPHEEO), the quantity of solid waste generated varies between 0.2 to 0.6 kg/ capita/day. Quantity of solid waste generated from the proposed residential building is given below: Table 8: Calculation of solid waste generation Waste S. Capacity Waste generated Category Generation No. (Nos.)/Area (kg/day) (Kg/day/capita) 1 JISPH 910 0.5 kg/person 455 2 Visitors 91 0.2 kg/person 18.2 3 Auditorium 412 0.2 kg/person 82.4 4 Inpatients 326 Beds 0.5 kg/person 163 5 Outpatients & Visitors 115 0.2 kg/person 28.75 6 Staffs 6326 0.25kg/person 1265.2 7 Guests 150 0.2 Kg/person 30 8 Canteen 500 0.2 Kg/person 100 Total Municipal waste generation 2142.55 STP Sludge 45 Kg/day (Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, & Bio-Medical waste Chapter 7, page 148 of Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000)) Table 11: Waste Composition S. Quantity Description Mode of treatment / disposal No (Tons/day) Will be treated in organic waste convertor Compostable Waste within the project site. Manure generated 1 (@60% of waste 0.7 will be used for landscaping purpose within generated) project site. Recyclable waste 2 (@40% of waste 0.5 Waste will be sold to recyclers generated Will be used as a Manure for greenbelt 4 STP Sludge 45 kg/day development Table 12: Calculation of Bio medical Waste Generation S.