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M/S CARE HOSPITALS CONCEPTUAL PLAN

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M/S CARE HOSPITALS CONCEPTUAL PLAN M/s CARE HOSPITALS SURVEY NO. 58 PART, HEALTH CITY, CHINAGADILI VILLAGE, VISAKHAPATNAM CONCEPTUAL PLAN Hospital Building Construction Project Submitted By Studies & Documentation by M/s CARE Hospitals, M/s Team Labs and Consultants Plot No. 3, Health City, (An ISO Certified Organization) Survey No. 58(PT), Chinanagadila B-115 - 117 & 509, Annapurna Block, Vishakhapatnam – 530 041 Aditya Enclave, Ameerpet, Phone: 0891- 3041444 Hyderabad- 500 038 Phone: 91-040-23748555/616 Fax : 91-040-23748666 e-mail: [email protected] SUBMITTED TO STATE LEVEL ENVIRONMENT IMPACT ASSESSMENT AUTHORITY, ANDHRA PRADESH GOVERNMENT OF INDIA CARE Hospitals Environmental Impact Statement 2. CONCEPTUAL PLAN /PROJECT DESCRIPTION This chapter details the need for the project, description of the proposed project and alternatives, and identifies the valued ecosystem components. The project would cater to various market demands and needs to the people. 2.1 THE PROJECT LOCATION The project is envisaged to develop 1.6756 hectares of land for Hospital Building in Survey No. 58 Part, Health City, Chinagadili Village, Visakhapatnam. The project site is surrounded by roads in west and South directions, open lands in east and north directions. An existing 36 m wide road Simhachalam - Hanumanthavaka road in south direction. Bay of Bengal is at a distance of 3.92 km. The nearest railway station is Visakhapatnam railway station at a distance of 5.4 km. 2.2 PROJECT DESCRIPTION 2.2.1 DESIGN STAGE The land area available for the project is 1.6756 hectares and will be allocated for Hospital Building construction project based on the development rules of GVMC. It is proposed to provide Basement floor and surface for parking. The land allocation and the number of units proposed are presented in table 2.1. Table 2.1 Land Allocation for various purposes Total Built Up area Land Use No. of floors Total Site Area (m2) (m2) Hospital B+G+7 2235.6 17989.0 Green area 1661.0 Road area 3016.1 Future Development 6128.3 Parking Basement 4043.8 Surface parking 3568.6 Net Site area 16609.5 Buffer Zone 146.7 Total Site area 16756.3 22032.8 It is proposed to develop an Hospital Building has Basement floor and surface for parking and G+7 floors for Hospital space. The land allocation will be optimized to ensure compliance with the regulations of GVMC. The water requirement of the project during operation will be drawn from GVMC. Sewage treatment plant will be provided to treat the sewage/wastewater. Water conservation measures will be incorporated in the plumbing designs. Water recycling/reuse will be adopted by way of using treated sewage for green belt development. The rainwater will be let-out into the storm water drain and discharged into external drains. The required power will be drawn from the APTRANSCO and providing open space to allow sunlight will optimize the energy requirement. Solar Energy will be used for fencing, and for external lighting. The designs of the flats will also incorporate Indian Architectural principles of “Vastu”, as 2 - 1 Team Labs and Consultants CARE Hospitals Environmental Impact Statement the market demands the same. Construction material will be drawn from local sources. The parking provision follows the guidelines prescribed by GVMC and Building policy of Andhra Pradesh. The layout of the project site is presented in fig. 2.1 and typical floor plans are presented in fig. 2.2. The parking provision follows the guidelines prescribed by GVMC and Building policy of Andhra Pradesh. PARKING PROVISION It is proposed to provide single Basement floor and Surface for parking. The parking provision follows the guidelines prescribed by GVMC and Building policy of Andhra Pradesh. The parking floor plan of the project is presented in fig. 2.3. The number of parking spaces provided is presented in table 2.2. Table 2.2 Parking Space Provision of the Project Floor 4 - Wheeler 2 - Wheeler Ambulance Basement 68 40 Surface parking 108 54 2 Total 176 94 2 Circulation Plan: Ground Floor Driveway : 7.0 m No. of Basement : 1 No. of Ramps : 2 - one way Width of Ramp : 4.5 m Slope of Ramp : 1 : 9 basement Driveway : 4.5 m No. of Lifts : 6 Capacity of each Lift: 15 pax. Connecting Road : 36 m ROW 2 - 2 Team Labs and Consultants CARE Hospitals Environmental Impact Statement Fig 2.1 Site Plan Fig 2.2 Typical floor plan 2 - 3 Team Labs and Consultants CARE Hospitals Environmental Impact Statement SEVENTH FLOOR PLAN C OR E 1 C OR E 2 FIFTH FLOOR PLAN Fig 2.3 Parking Floors 2 - 4 Team Labs and Consultants CARE Hospitals Environmental Impact Statement BASEMENT FFL-99.80M BASEMENT PLAN 8 0 0 0 2 9 9 0 0 SECTION-AA' 2 - 5 Team Labs and Consultants CARE Hospitals Environmental Impact Statement 2.2.1.1 Storm water drains Conservation of water resource is most important aspect of the project during construction and occupation phases. Storm water drainage planning, domestic water planning and sewerage transfer and sewage treatment planning are critical aspects of construction and occupation stages of Hospital projects. Storm water drains will be provided all over the site to meet the expected increase in the runoff during rainy seasons due to the impervious nature of the roads and other paved areas. It is proposed to maintain the levels as much as possible storm water is letting into side drains of main road. The expected runoff is calculated for the entire site is mentioned below. Calculation for Storm Water Drain Quantity of storm water (a) With out project Area of Catchment, ‘A’ : 1.6756 Ha Run off Coefficient, ‘C’ : 0.6 Maximum intensity of rainfall, ‘I’ : 76 mm/hr Therefore Q : 0.212 m3/sec (b) With project : Area for catchment for roof and road : 0.525 Ha Area of Catchment, ‘A’ : 0.525 Ha Run off Coefficient, ‘C’ : 0.9 Maximum intensity of rainfall, ‘I’ : 76 mm/hr Therefore Q = : 0.100 m3/sec Area for catchment for open areas : 1.150 Ha Run off Coefficient, ‘C’ : 0.6 Maximum intensity of rainfall, ‘I’ : 76 mm/hr Therefore Q = : 0.146 m3/sec Total Discharge : 0.246 m3/sec But, Discharge, Q = A/V Where, A= Area of the Drain, V= Max. Permissible Velocity : 6 m/sec for concrete drain Area of drain, ‘A’ = Q/V : 0.041 m2 Taking depth of drain as 0.6 m at the starting point : 0.6 Width of drain = Area/depth = : 0.068 m 68 mm Width of the drain is to taken 70 mm and depth varies according to the slope of ground. 2 - 6 Team Labs and Consultants CARE Hospitals Environmental Impact Statement Table 2.3. Strom Water Runoff Vol./hr Vol./hr Area in after before Difference in Land Use Remarks Hectares developme Developme Discharges nt C=0.8 nt C=0.6 Roof 0.22 135.9 101.9 34.0 Area Stored in 50 KL Road capacity sump and 0.30 183.4 137.5 45.8 Area used for domestic Open purpose 1.15 262.3 524.6 -262.3 Area Total 1.68 -182.5 * C=0.3 after development of greenery 2.2.1.2 Water Availability: Water is required for the construction as well as during occupation stage as the same is an important resource. The water requirement during construction will be on an average of 30 cum/day with a peak demand of 60 cum/day, and during occupation stage in the order of 186.6 KLD. The water resource available with the Municipal authorities was studied to identify the source and feasibility. The water resource both domestic water and sewage is dealt by the Greater Visakhapatnam Municipal Corporation (GVMC) in the GVMC area. Domestic Water: It is proposed to draw domestic water from the Municipal Supply (GVMC), which have been encouraging the bulk consumers. The water shortage if any during summer season will be drawn from ground water sources. The water requirement of the project during occupation stage is in the order of 186.6 KLD. The water requirement during construction will be from ground water sources and the requirement is in the order of 30 cum/day. The water requirement for the project during the occupation stage is presented in table 2.4. The water saving for the Hospital project is presented in table 2.5. Table 2.4 Water Requirement of the Project Water Total water Total No. of requirement in Requirement in Land Use persons lpcd* KLD Beds (247 beds) 247 450 111.2 Attendant (1 person/bed) 247 45 11.1 Staff (3 shifts/day) 800 45 36.0 Visitors (1 person/bed) 247 15 3.7 Out Patients 500 15 7.5 Visitors (1 persons/patient) 500 15 7.5 Cafeteria (84 seats) 84 70 5.9 OPT Lab @ 5lper patient 5 3.7 Total 186.6 * Water requirement is as per NBC (National Building Code, 2005) 2 - 7 Team Labs and Consultants CARE Hospitals Environmental Impact Statement Table 2.5 Water Saving Measures No. of Water Treated Effective Water Land Use Persons Requirement water reuse Requirement in / unit KLD klpd KLD Beds (247 beds) 247 111.2 11.1 100.0 Attendant (1 person/bed) 247 11.1 1.9 9.3 Staff (3 shifts/day) 800 36.0 6.0 30.0 Visitors (1 person/bed) 247 3.7 1.9 1.9 Out Patients 500 7.5 3.8 3.8 Visitors (1 persons/patient) 500 7.5 3.8 3.8 Cafeteria (84 seats) 84 5.9 3.8 2.1 OPT Lab @ 5lper patient 3.7 3.7 Total 186.6 32.1 154.5 The effective water consumption is reduced by 32.1 kl/day and the requirement will be in the order of 154.5 kl/day.
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