CONCEPTUAL PLAN PROJECT LAYOUT AND DEVELOPMENT CONTEXT ABOUT PROJECT The Proposed Expansion of Existing ARTEMIS HOSPITAL at Sector-51, Gurgaon (Haryana). In earlier project planning the total plot area & total built-up area was 33588.98 sq. & 32222.58 sq. respectively. After above said expansion the proposal will have same plot area, as per earlier area and total built up area of the project after expansion in project planning is 67485.162 sq. SALIENT FEAT ATURES OF THE PROJECT Sr. No. Particular Existing Details Proposed (Additional) Total After Expansion 1 Plot Area Sq. 8.3 acres or - 8.3 acres or 33588.98 sq. 33588.98 sq. 2 Permissible F.A.R. 5383.362 sq. - 5383.362 sq. Sq. @ 1.5 Proposed F.A.R. 3351.796 sq. 19561.73 sq. + 49954.2 sq. Sq. (Hospital + 4.5 sq. Residential) (Hospital + Pharmacy + Residential) 3 Permissible Ground 9127.227 sq. - 9127.227 sq. Coverage Sq. Proposed Ground Coverage Sq. 597.39 sq. (Hospital + Residential) 3134.984 sq. (Hospital + Pharmacy) 943.174 sq. Remark No No No 4 Built-up area (Total 32222.58 sq. 35262.654 sq. 67485.162 sq. area in sq. m.) a. F.A.R Area in 3351.796 sq. 1962.239 sq. 49954.2 sq. sq. m. b. Non F.AR Area 187.712 sq. 5391.97 sq. 7262.682 sq. in sq. m. c. Basement Area - 1268.44 sq. 1268.44 sq. in sq. m. 5 No. of Beds 26 Beds 4 Beds 66 Beds 6 Green area sq. 176.67 sq. (3 % of total plot area) No 7 Parking required 45 ECS 261 ECS ECS 666 ECS Parking Provided 425 ECS 348 ECS ECS 773 ECS 8 Basement area Details Parking Area - 9241.596 sq. 9241.596 sq. (Sq.) Service Area - 126.844 sq. 126.844 sq. (Sq.) Total (Sq. ) - 1268.44 sq. 1268.44 sq. 9 Solid Waste Generation a. Domestic waste @.45 Kg/ Person 175 kg/day 173 kg/day 1248 kg/day M/s. Artemis Medicare Services Ltd. 52 J M EnviroNet Pvt. Ltd.
b. Biomedical 59 kg 269 kg/day 859 kg/day Waste c. Hazardous waste.7 Ltr/day 2.74 Ltr/day 3.44 Ltr/day d. E-Waste 13.15 kg 2 kg 33.15 kg 1 Population Details 224 135 3329 11 Cost of project >1 Cr. >1 Cr. - - 12 EMP cost - a. Capital Cost.5 Cr. 1.67 Cr. 2.17 Cr. - b. Recurring Cost 27 LPA ~34 LPA ~61 LPA 13 CSR / ESR Cost 37 LPA 15 LPA 52 LPA details (Current Year) 14 Maximum height 3 mtr 3 mtr 3 mtr No 15 Maximum no. of floors 16 Power requirements 17 No. of D. G. Sets along with their capacity 18 STP capacity (in 19 ETP capacity (in 2 Water requirement and source (in 8 floors 11 floors (including 2 basements & service floor) 11 floors (including 2 basements & service floor) 22 kw 232 kw 452 kw 2 No. 125 KVA, 1 No. 25 KVA 1 No. 15 KVA, 1 No. 1 KVA & 2 No. 75 KVA 1 No. 15 KVA, 1 No. 1 KVA, 2 No. 75 KVA & 2 No. 125 KVA, 1 No. 25 KVA 35 KLD 4 KLD 75 KLD 1 KLD 2 KLD 3 KLD Total Water Requirement: 268 KLD (Fresh=233 KLD + Recycled=35 Total Water Requirement: 426 KLD (Fresh=37 KLD + Recycled=57 Total Water Requirement: 694 KLD (Fresh=62 KLD + Recycled=92 21 R.W.H Pit 5 No. 1 No. 6 No. Connectivity: The proposed Hospital is situated at extensive developing area of Gurgaon, Haryana & project site is well connected with other regions. The site is well connected to Netaji Shubhash Marg adjacent to the project site & Delhi-Gurgaon Expressway approx 4. km in NW direction. The nearest railway station is Gurgaon railway station approx 9 km in NW direction. The project site is well connected by network of roads leading to various parts of state. Power Requirement: Total power requirement is 452 kw. 7 D.G. Sets of 675 KVA Capacity (1 No. 15 KVA, 1 No. 1 KVA, 2 No. 75 KVA & 2 No. 125 KVA, 1 No. 25 KVA) will be used for back-up. Water Management: M/s. Artemis Medicare Services Ltd. 53 J M EnviroNet Pvt. Ltd.
Water Requirement for f Entire Project: Total water requirement of entire project will be 694 KLD, which will be include the fresh water requirement of 62 KLD and recycled treated water requirement of 92 KLD. Total waste water generation from the project will be 64 KLD, which will be includes 85% of sewage generation from domestic uses and 1 % of flushing uses. The capacities of STP for expansion will be 75 KLD. Treated water recovery from STP will be 543 KLD for flushing (92, Green area development/road Washing (25 and 2 KLD for Cooling Tower rest 317 KLD will be drained to Municipal Sewer. WATER REQUIREMENT CALCULATION FOR PROPOSED EXPANSION S. No. Description A. Existing Phase Occupancy LPC D Cold Domestic Water Requirement LPCD Hot Total Flushing Water Requirement LPC D 1 Patient Beds 26 28 5768 17 352 927 65 1339 2 3 4 5 Staff & Employees (3 Shift/day) Visitors (2 persons/day) Kitchen (5 meals/room) De-ionized water for OTs Gross Water Req. 169 Domestic % age Water Flow to STP S Flushin g Total 85% 78795 1339 92185 618 3 1854 15 927 2781 15 927 3718 85% 23639 927 3299 2 6 12 6 12 24 6 12 36 85% 24 12 324 L. S 16 2 8 9 29 - - 29 85% 2465-2465 L. S - 25 - - 25 - - 25 85% 2125-2125 7 Sand Filter L. S 2 - - 2 - - 2 - - - - 8 Water Body makeup L. S 15 - - 15 - - 15 - - - - Sub Total in - - 16822-6529 23351-3466 26817 2339 - - - 4 B. Proposed Expansion 9 Patient Beds 4 25 1 135 54 154 65 26 18 139 85% 1 26 15691 Paramedical Staff & 1 Employees 125 2 25 1 125 375 15 1875 5625 85% 31875 1875 5625 (3 shifts per day) 11 Visitors 25 6 123 3 615 1845 6 123 375 85% 15682 123 27983 12 Kitchen for staff & L. S - 28-18 46 - - 46 85% 391-391 employees. 13 Café L. S - 85-6 145 - - 145 85% 12325-12325 14 De-ionized water for L. S - 175 - - 175 - - 175 85% 14875-14875 medical uses 15 Dialysis (25 lts/cycle) L. S - 28 - - 28 - - 28 9% 252-252 16 Filter backwash and RO Reject L. S - 53 - - 53 - - 53 - - - - Total in - - 2723-9665 36895-575 426 327 - - - 8 Grand Total 69417 534 - - 4452 16194 6246 9171 in 2 Grand Total in KLD - - 44.52 161.94 62.46 91.71 694.17 53.4 M/s. Artemis Medicare Services Ltd. 54 J M EnviroNet Pvt. Ltd.
WATER BALANCE Total Water Requirement = 694 KLD (62 KLD Fresh Water + 92 KLD Recycled Treated Water) Fresh Water 62 KLD Recycled Treated Water 92 KLD Flushing 92 KLD Domestic Requirement 62 KLD Green Area Development/Road Washing 25 KLD Fresh Water Requirement = 62 KLD Cooling Tower 2 KLD 92 KLD Recycled Treated water for flushing Domestic Water 62 KLD 85 % Sewage Waste Water 64 KLD Flushing 92 KLD Treated Water 543 KLD 9% Recovery 317 KLD excess treated water will be drained to Municipal Sewer after treatment Green Area Development/Road Washing 25 KLD Cooling Tower 2 KLD WATER REQUIREMENT TOTAL DAILY WATER DEMAND i) TOTAL WATER REQUIREMENT 694 KLD ii) TOTAL FLUSHING 92 KLD iii) TOTAL DOMESTIC 62 KLD iv) TOTAL WASTE WATER GENERATION 64 KLD v) WATER RECOVER FROM STP 543 KLD vi) DOMESTIC + FLUSHING USE 694 KLD vii) WATER FOR COOLING TOWER 25 KLD Viii) STP CAPACITY 75 KLD Rain Water r Harvesting- The rainwater collected from the rooftop and other paved areas within the project area will be conveyed into to the rainwater harvesting system consisting of de-silting-cum-filter Chamber, Oil & Grease Separators and Boreholes for recharge into the groundwater. Rainwater harvesting plan is as per the design approved in the manual issued by the GOI. RAIN WATER HARVESTING CALCULATION Runoff Rainfall Intensity (I) Runoff (Q=CIA) Type of Catchment Area Area (m 2 ) Coefficient (C) (mm/h) (m 3 /h) Roof/Terrace area 943.174.8 45 325.5 M/s. Artemis Medicare Services Ltd. 55 J M EnviroNet Pvt. Ltd.
Other Paved Area 14469.64.6 45 39.7 Unpaved area 176.67.2 45 9.7 Total Area under development 33588.98 86.9 Volume of rainwater to be retained (m 3 ) in 15 min 21.725 Volume of one pit (m 3 ) of size Dia=3. m, Hieght=4. m. 2.4.3 No. of pits - required 1 No. of pits proposed 2 PARKING DETAILS: Total required parking will be 611 ECS and parking provided will be 773 ECS on surface 35 ECS, Basement 258 ECS & Mechanical 165 ECS parking will be provided. Required Parking: = F.A.R/75 = 49954.2 /75 = 666.5 say 666 Total Required Parking = 666 ECS PARKING PROVIDED Type of Parking Proposed Parking Parking Area ECS Surface @ 25 Sq. / ECS 88 Sq. 35 ECS Stilt @ 3 Sq. / ECS - - Basement @ 35 Sq. / ECS 95 Sq. 258 ECS Mechanical @ 16 Sq. /ECS 27 Sq. 165 ECS Total No. of ECS Provided 773 ECS Total Parking Provided = 773 ECS APPROACH FOR PLANNING Considering the nature of activities to be conducted and the various aspects of the project to be developed, our efforts in the approach for the planning of various systems, shall include the following considerations: Basis of population has been considered as per NBC guidelines. Domestic water required per head per day shall be as per NBC 27 table1 part 9, P-19 plumbing services There shall be enough safe, clean and potable domestic water supply available on a continuous Basis to every user. Efficient disposal from toilets/wet areas. Quick disposal of rainwater without flooding. Reliable fire fighting system. M/s. Artemis Medicare Services Ltd. 56 J M EnviroNet Pvt. Ltd.
To plan the systems in such a way as to minimize the energy requirements. To make the system efficient and cost effective. To have proper operation and maintenance system, this could be controlled centrally with efficiently. To create minimum nuisance and disturbance to the environment. To assist in the development and aesthetic value of the environment and Landscaping of the project site. All open driveways / roads are concrete/bituminus roads in slope 1:5. SOLID WASTE GENERATION: Total Domestic Solid Waste Generated from Project will be 1278 kg/day, Bio-Medical waste generated will 859 kg/day which will be outsourced to Synergy Waste Management Co., Only source of Hazardous waste generation from the hospital will be from D.G. Sets which will be 3.44 ltr/day and it will be stored in the project site and disposed to CPCB authorized recyclers (M/s Paswara Chemicals Limited-Meerut) and E-waste generation will be 33.15 kg it will be collected separately and transported to CPCB Authorized E-waste Recyclers namely M/s. TIC Group India Pvt. Ltd. (Calculated as per the norms of MoEF s Manual on Norms & Standards for Environment Clearance of Large Construction Projects). ENERGY CONSERVATION MEASURES All common areas have been provided with CFL/LED fixtures to conserve power. Chilled water pumps shall be provided with Variable frequency drive system to cater exact loads. All external heating system has been provided with photocells to regulate and optimize their operations as per the actual need and thus resulting in power savings. Dynamic Balancing valves in piping reduce pump capacity & power consumption due to reducing pipe lengths. Tertiary treated water from STP is being utilized for flushing of toilets and green area development. This is not only resulting in saving of natural resources but also the power consumption for drawing extra ground water. Air handling unit shall be provided with Variable frequency drive system to cater exact loads. There shall be maximum utilization of natural light. There shall be provision of solar water heating system and provision of solar lighting for common areas. M/s. Artemis Medicare Services Ltd. 57 J M EnviroNet Pvt. Ltd.