INDIA INSTITUTE OF MEDICAL SCIENCES (AIIMS)

18 Pages·2017·8.46 MB·English

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