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Form 1

100 Bedded Project

KL-Block, Sarita Vihar, Delhi

Project Proponent:

Directorate of Health Services

Environmental Consultant

100 Bedded Hospital At KL-Block, Sarita Vihar, Delhi FORM 1


CONTENTS

SI. NO. DESCRIPTION PAGE NO. I Basic Information 1 II Activity 3 III Environmental Sensitivity 14



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FORM- I

S. No. Item Details

1. Name of the project/s 100 Bedded Hospital

2. S. No. in the schedule 8 (a) (Building & Construction Project)

3. Proposed capacity/area/length/tonnage to be handled/command area/lease area/number of wells to be drilled

Plot Area = 6,318.72 m2 Proposed FAR = 12,578.89 m2 Built Up Area = 22,437.87m2

4. New/Expansion/Modernization New

5. Existing Capacity/Area etc. NA

6. Category of Project i.e. ‘A’ or ‘B’ Category B

7. Does it attract the general condition? If yes, please specify.

No

8. Does it attract the specific condition? If yes, please specify.

No

9. Location Plot/Survey/Khasra No. Village Tehsil District State

KL-Block Sarita Vihar South East Delhi Delhi

10. Nearest railway station/airport along with distance in kms

Okhla Railway Station, (4.0 km, NW) Tuglakabad Railway station (3.7 km, SW) Jasola Metro Station (1.4 km, WNW) Indira Gandhi International Airport (20.0 km, W) (Source of information:- Google Earth)

11. Nearest Town, city, District Headquarters along with distance in kms.

Nearest City: New Delhi (12.0 km, NNW)

12. Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given)

South Delhi Municipal Corporation

13. Name of applicant Directorate of Health Services

14. Registered Address Directorate of Health Services Swasthaya Sewa Nideshalaya Bhawan F-17, Karkardooma, Shahdara, Delhi-110032 (Hospital Cell)



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15.

Address for correspondence : Name Designation (Owner/Partner/CEO) Address Pin Code Telephone No. Fax No. E-mail

Dr. Arun Banerjee Chief Medical Officer Directorate of Health Services Swasthaya Sewa Nideshalaya Bhawan F-17, Karkardooma, Shahdara, Delhi- (Hospital Cell) 110032 011-22382268 011-22306396 [email protected]

16. Details of Alternative Sites examined, if any. Location of these sites should be shown on a toposheet.

No

17. Interlinked Projects No

18. Whether separate application of interlinked project has been submitted?

No

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable

21. Whether the proposal involves approval/ clearance under: if yes, details of the same and their status to be given. (a)The forest (Conservation) act, 1980? (b) The wildlife (Protection) act, 1972? (C) The C.R.Z Notification, 1991?

No

22. Whether there is any Government Order/Policy relevant/relating to the site?

1. NBC Guidelines 2. Building Bye laws by Delhi

Development Authority

23. Forest land involved (hectares) No

24. Whether there is any litigation pending against the project and /or land in which the project is propose to be set up? (a) Name of the Court (b) Case No. (c) Orders/directions of the Court, if any and its relevance with the proposed project.

No



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(II) Activity

1. Construction, operation or decommissioning of the Project involving actions,

which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)

S. No.

Information/Checklist confirmation

Yes/No

Details thereof (with approximate quantities /rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

No Planned project is hospital project. Delhi development authority has allotted land on lease to DDA for development of hospital

1.2 Clearance of existing land, vegetation and buildings?

No

Construction of project does not require any clearance of existing Land, Vegetation & Building.

1.3 Creation of new land uses? No Project site is currently an open land and Delhi development authority has allotted land on lease to DDA for development of hospital

1.4 Pre-construction investigations e.g. bore houses, soil testing?

Yes Soil testing has been done during detailed engineering study.

1.5 Construction works?

Yes All construction activities will be confined within the project premises; there will be no physical changes outside the project boundary.

1.6 Demolition works? No Demolition is not required. 1.7 Temporary sites used for construction

works or housing of construction workers?

No All the construction activity including stocking of raw materials will be confined within the project site only. No temporary labor hutments are proposed. Local labors from nearby area will be hired. Sanitation facilities will be developed at site.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations

Yes Excavation will be carried out for foundation of buildings and basements. Total excavated quantity of earth material will be approx. 33289.45 m3. Excavated soil will be used in backfilling and other area development activities and surplus shall be disposed off to designated site.

1.9 Underground works including mining or tunneling?

No No underground works including mining/ tunneling is required except excavation of earth for foundation & basements.



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1.10 Reclamation works? No No reclamation work required. 1.11 Dredging? No No dredging required. 1.12 Offshore structures? No No offshore structures required. 1.13 Production and manufacturing

processes? No No production/manufacturing process is

involved. Planned project is hospital project & do not involve production & manufacturing

1.14 Facilities for storage of goods or materials?

Yes Raw material will be stored at site in a covered area. Cement will be separately stored under cover in bales. Sand will be stacked neatly under tarpaulin cover. Bricks and steel will be laid in open.

1.15 Facilities for treatment or disposal of solid waste or liquid effluents?

Yes Solid Waste: Solid waste generated from the project will be in the form of:

Construction Waste: Left over cement and mortars, cement concrete blocks, aggregate, sand and other inorganic material will be recycled and reused as granular subbase (GSB) layer of pavement. Earth rendered surplus from the excavation will be utilized in the embankment works or disposed to designated sites. Municipal Solid Waste The solid waste generated from project will be municipal & bio-medical waste. Municipal waste of approx. 519 kg/day and bio-medical waste of approx. 130.0 kg/day will be generated. Solid wastes generated will be collected & segregated at site in different color bins. Municipal waste will be handed over to local agency of Municipal Corporation Delhi for disposal & Bio-medical waste will be handed over to authorized vendor. E-Waste: E-waste from project site will consist of discarded computers and equipment. E-waste generated shall be managed as per E-waste (Management & Handling)



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Rules, 2011. This waste will be collected & stored in a room. It will be sold periodically to authorized vendor. Liquid effluents: During construction phase, sewage will be treated in septic tanks & soak pits. Approx 90 KLD of sewage will be generated & it will be treated in STP of 110 KLD. Approx. 12 KLD of lab effluent will be generated & that will be treated in ETP of 15 KLD. Treated water from STP will be used for flushing, horticulture & HVAC cooling. Treated water from ETP will be used for HVAC cooling.

1.16 Facilities for long term housing of operational workers?

No No such facility is proposed in the project.

1.17 New road, rail or sea traffic during construction or operation?

Yes Traffic of approx 15-20 trucks per week will be generated during construction phase & traffic of max. 252 ECS is expected to be generated during operation phase.

1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc?

No Project site lies in the Sarita Vihar which is a well developed housing colony in South Delhi area. Infrastructures like roads, metro, drinking water facility, sewers are well developed in area. Project site connects to NH-2 through local roads. Thus no new transport infrastructure is required to be built.

1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements?

No All project activities will be confined to project site. No diversion or closure of existing traffic routes shall be done. Movement of vehicles shall be planned during non-peak hours.

1.20 New or diverted transmission lines or pipelines?

No There will not be any new/diverted transmission lines or pipelines around the proposed project.

1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers?

No No impoundment, damming, culverting, realignment or other changes to the hydrology of surface watercourses is proposed.

1.22 Stream crossings? No There are no streams running across the



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site. 1.23 Abstraction or transfers of water form

ground or surface waters? Yes During construction phase, 50 ML of

water will be required which will be taken from Okhla STP and through DJB tankers. During operation phase, water supply will be provided by Delhi Jal Board. About 118 KLD of fresh water will be required during operation phase of the project.

1.24 Changes in water bodies or the land surface affecting drainage or run-off?

Yes Runoff will increase due to increased paved surface. However, increased runoff will be managed by well-designed rainwater harvesting system & storm water management plan.

1.25 Transport of personnel or materials for construction, operation or decommissioning?

Yes During the construction phase, about 15-20 trucks are estimated per week. Adequate parking space within the project site for loading and unloading of materials will be provided. Parking space for 253 ECS is proposed to be provided for accommodating vehicles expected during operation phase of the project.

1.26 Long-term dismantling or decommissioning or restoration works?

No No Long term dismantling or decommissioning or restoration works will be involved.

1.27 Ongoing activity during decommissioning which could have an impact on the environment?

No None

1.28 Influx of people to an area in either temporarily or permanently?

No It is a hospital project & no influx of people in the area is involved.

1.29 Introduction of alien species? No The landscaping will be carried out with mainly local/native species with a few ornamental varieties of flora that are well suited to the local conditions. No alien species will be introduced.

1.30 Loss of native species or genetic diversity?

No There will be no significant impact on the native species or genetic diversity.

1.31 Any other actions? No Not Applicable.



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2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply):

S. No. Information/checklist confirmation Yes/No

Details thereof (with approximate quantities/rates, wherever possible) with source of information data

2.1 Land especially undeveloped or agricultural land (ha)

No Delhi Development Authority has allotted land to Directorate of Health Services on lease for development of hospital

2.2 Water (expected source & competing users) unit: KLD

Yes During construction phase, 50 ML of water will be required which will be taken from Okhla CSTP and through DJB tankers. During operation phase, water supply will be provided by Delhi Jal Board. About 118 KLD of fresh water will be required during operation phase of the project. Total water requirement during operation phase is 218.0 KLD.

2.3 Minerals (MT) Yes Minerals such as sand and aggregates will be required during the construction phase.

2.4 Construction material – stone, aggregates, sand / soil (expected source – MT)

Yes All materials for construction will be arranged through select suppliers.

2.5 Forests and timber (source – MT) Yes Minimal use of timber will be made. Most of the joinery work will be done in Aluminium and steel.

2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW)

Yes The total demand load is estimated at 2306.3 kVA. Power will be supplied by BSES. There is provision of DG sets of total 3030 kVA (3 X 1010 kVA) for uninterrupted power supply to the hospital during power failure. DG sets will be equipped with acoustic enclosure and adequate stack height for proper dispersion to control noise & air pollution.

2.7 Any other natural resources (use appropriate standard units)

No Not Applicable



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3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.

S. No.


Yes/No


3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)

Yes Diesel for DG sets will be stored in drums in earmarked locations. It shall also be handled as per The Manufacture, Storage and Import of Hazardous Chemical Rules, 1989 and Material Safety Data Sheet.

3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)

No Suitable drainage and waste management measures (with frequent spray of insecticides etc.) will be adopted in both the construction and operational phase such that there will be no stagnation of water or accumulation of waste. This will effectively restrict the reproduction and growth of disease vectors.

3.3 Affect the welfare of people e.g. by changing living conditions?

Yes Project development will lead to better quality of life as it will improve health care facility in the area. It will reduce burden on other government hospital. Also employment opportunity for skilled, semi-skilled & unskilled people will be generated.

3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc.

No Impacts of this type are not expected.

3.5 Any other causes

No Not Applicable



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4. Production of solid wastes during construction or operation or decommissioning (MT/month)

S. No.


Yes/No


4.1 Spoil, overburden or mine wastes No No such spoil, overburden or mine wastes will be generated.

4.2 Municipal waste (domestic and or commercial wastes)

Yes Solid waste will comprise of municipal & bio-medical waste. Municipal waste estimated to be generated is 519 kg/day & bio-medical waste is estimated to be 130 kg/day.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes Hazardous wastes along with other wastes in the project will be used oil from DG sets, which is classified as per The Hazardous Waste Category 5.1 as per The Hazardous Wastes (Management & Handling) Rules, 1989 and amendments till date. Used oil from DG sets will be stored in HDPE drums in isolated covered facility. This used oil will be sold to authorized recyclers. Suitable care will be taken so that spills/leaks of used oil from storage are avoided.

4.4 Other industrial process wastes No Not applicable

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other sludge from effluent treatment

Yes Sludge generated from the STP plant will be dried and later will be used as manure for green belt development. Sludge from ETP will be sent for disposal to landfill site.

4.7 Construction or demolition wastes Yes Construction waste will consist of excess earth and construction debris along with cement bags, steel in bits and pieces, insulating and packaging materials etc. Recyclable waste construction materials will be sold to recyclers. Unusable and excess construction debris will be disposed at designated places in tune with the local norms.

4.8 Redundant machinery or equipment No Redundant machinery will not be generated.



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4.9 Contaminated soils or other materials No Contaminated soils or other materials will not be generated.

4.10 Agricultural wastes Yes Landscape wastes of 0.49 kg/day will be generated.

4.11 Other solid wastes No Not Applicable 5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr).

S. No.


Yes/No


5.1 Emissions from combustion of fossil fuels from stationary or mobile sources

Yes Project does not involve air emission from any other source except operation of DG sets during power failure and vehicular traffic.

5.2 Emissions from production processes No No production processes involved. Hence, there will be no such emissions.

5.3 Emissions from materials handling including storage or transport

Yes Small quantities of fugitive emissions shall occur during transport and handling of construction materials. Such emissions will be temporary and controlled by the use of sprinkling and other viable techniques like covering of loose material.

5.4 Emissions from construction activities including plant and equipment

Yes This will be restricted to the construction phase and the construction site only.

5.5 Dust or odors from handling of materials including construction materials, sewage and waste

Yes Dust is anticipated during loading and unloading of construction material and excavation of upper earth surface. These will however be temporary in nature, which will be controlled by providing water sprinklers. Tarpaulin cover will be provided on stored loose materials to reduce the dust emission.

5.6 Emissions from incineration of waste No No incineration of wastes will be carried out at project site.

5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris)

No Open burning of biomass/other material will be prohibited on site.

5.8 Emissions from any other sources No Not Applicable



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6. Generation of Noise and Vibration, and Emissions of Light and Heat:

S. No.


Yes/No

Details thereof (with approximate quantities/ rates, wherever possible) with source of information data

6.1 From operation of equipment e.g. engines, ventilation plant, crushers

Yes Source of noise in the operational phase will be from backup DG sets (which will be in operation only during power failure) and pumps & motors. All the machinery will be of highest standard of reputed make and will comply with standard i.e. The DG set room will be provided with acoustic enclosure to have minimum 25 dB(A) insertion loss or for meeting the ambient noise standard whichever is on higher side as per E (P) Act, GSR 371 (E) and its amendments. Therefore, no significant impact due to operation of machinery is anticipated.

6.2 From industrial or similar processes No No industrial processes is involved in proposed project

6.3 From construction or demolition Yes Due to various construction activities, there will be short-term noise impacts in the immediate vicinity of the project site. The construction activities will include the following noise generating activities:

Concreting, mixing & operation of DG sets.

Construction plant and heavy vehicle movement.

6.4 From blasting or piling No No blasting or mechanized piling will be done.

6.5 From construction or operational traffic

Yes Some noise will be generated from vehicular movement in the construction and operational phase but that will be mitigated with green belt.

6.6 From lighting or cooling systems No No significant noise impact will result from lighting or cooling systems.

6.7 From any other sources No Not Applicable



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7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea:

S. No.


Yes/No


7.1 From handling, storage, use or spillage of hazardous materials

No No Hazardous material shall be used. E-Waste like battery, green CFL, Rejected computers, laptops, electrical equipment etc. shall be generated. This waste will be stored at site and will be sold to authorized vendors for disposal.

7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of Discharge)

No It is a zero discharge project and no waste water or sewage will be discharged outside the project site. Sewage of 90 KLD will be generated & lab effluent of 12 KLD will be generated that will be treated in STP of 110 KLD and ETP of 15 KLD. Treated water from STP, i.e. 88 KLD will be used for flushing, HVAC cooling & landscaping. Treated water from ETP will be used for HVAC cooling.

7.3 By deposition of pollutants emitted to air into the land or into water

No DG Sets will be provided with stacks of adequate height. Hence dispersion will be achieved and avoid deposition of pollutants in significant concentrations at any single location.

7.4 From any other sources No Not Applicable

7.5 Is there a risk of long term build up of pollutants in the environment from these sources?

No Not Applicable



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8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment

S. No.


Yes/No


8.1 From explosions, spillages, fires, etc. from storage, handling, use or production of hazardous substances

Yes To deal with any fire related accident, fire fighting facility of single handed hydrant valve, long hose reel, and portable fire extinguisher will be provided at site.

8.2 From any other causes No Not Applicable

8.3 Could the project be affected by natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc.)

Yes The project falls under seismic active Zone IV indicating high damage risk zone. The buildings will be designed as earthquake resistant and comply with the required IS specifications.

9. Factors which should be considered (such as consequential development) which could

lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality

S. No.


Yes/No


9.1 Lead to development of supporting. utilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.) • Housing development • Extractive industries • Supply industries • Other

No

No

No

Yes

Delhi development Authority has allotted project site to DHS for development of hospital.

No No

No Hospital

9.2 Lead to after-use of the site, which could have an impact on the environment

No Not Anticipated

9.3 Set a precedent for later developments Yes The project will improve health care



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facility in the area. This will improve standard of living of people in the area and also will lead to development of ancillary industry.

9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects

No Not Applicable

(III) Environmental Sensitivity

S. No.

Areas

Name/ Identity

Aerial distance (within 15 km) Proposed project location boundary

1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

Tughlakabad Reserved Forest Jahapana Reserved Forest Kalindi Bird Sanctury Hauz Khaz Forest Asola Wildlife Sanctuary Sanjay Van Central Ridge Reserve Forest Aravalli Bio-Diversity park

2.8 km, WSW 5.3 km, W 2.0 km, NE 7.0 km, NW 5.6 km, SW 11.6 km, W 13.5 km, NW 11.0 km, W

2 Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests

Tughlakabad Reserved Forest Jahapana Reserved Forest Kalindi Bird Sanctury Hauz Khaz Forest Asola Wildlife Sanctuary Sanjay Van Central Ridge Reserve Forest Aravalli Bio-Diversity park River Yamuna

2.8 km, WSW 5.3 km, W 2.0 km, NE 7.0 km, NW 5.6 km, SW 11.6 km, W 13.5 km, NW 11.0 km, W 1.6 km, NE



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3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration

Tughlakabad Reserved Forest Jahapana Reserved Forest Kalindi Bird Sanctury Hauz Khaz Forest Asola Wildlife Sanctuary Sanjay Van Central Ridge Reserve Forest Aravalli Bio-Diversity park River Yamuna

2.8 km, WSW 5.3 km, W 2.0 km, NE 7.0 km, NW 5.6 km, SW 11.6 km, W 13.5 km, NW 11.0 km, W 1.6 km, NE

4 Inland, coastal, marine or underground waters

Ground water The depth of groundwater level of the district is 50-70mbgl.

5 State, National boundaries UP-Delhi border 2.5 km in East direction from project site

6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas

NH-2 Okhla Railway Station Tuglakabad Railway

Station Jasola Metro Station

Indira Gandhi International Airport

Adilabad Fort Ghiyasudin Tuglaq

Tomb Qutub Minar

1.3 km, West 4.0 km, NW 3.7 km, SW 1.4 km, WNW 20.0 km, West 4.8 km, SW 4.5 km, SW 11.3 km, W

7 Defense installations Airforce Station 5.0 km, SW

8 Densely populated or built-up area Madanpur Khadar village

Saibabad Jasola

Shaheen Bagh New Delhi

300 m, SE 1.2 km, SW 400m, North 700 m, NE 12.0 km, NNW

9 Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities)

Delhi ENT Hospital Apollo Hospital

Asia Pacific Institute of Management Rai University

Meer public School

500 m, NW 1.4 km, NW 500 m, NW 2.0 km, SW 1.7 km, S

10 Areas containing important, high Ground water The depth of groundwater level



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quality or scarce resources. (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

of the district is 50-70mbgl.

11 Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded)

Nazafgarh Drain Basin, Delhi

Industrial areas of Anand Parvat, Naraina, Okhla & Wazirpur.

12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

Earthquakes The site falls under the zone IV as per the Seismic Zone Map of India and is thus prone to high damage risk zone. Adequate measures will be taken during the construction of the proposed project.

(IV) Terms of Reference for EIA studies Not Applicable

100 Beded Hospital At KL-Block, Sarita Vihar, Delhi FORM 1

Directorate of Health Services 17

DECLARATION

I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance give, if any to the project will be revoked at our risk and cost.

Date: 05.12.2014 S. K. Sharma Place: Delhi Authorized Signatory

Directorate of Health Services Govt. of NCT of Delhi

Form 1A

100 Bedded Project


Project Proponent:



100 Bedded Hospital At KL-Block, Sarita Vihar, Delhi FORM 1A


CONTENTS

SI.NO. DESCRIPTION PAGE NO.

1. Land Environment 1 2. Water Environment 6 3. Vegetation 14 4. Fauna 16 5. Air Environment 16 6. Aesthetics 19 7. Socio-Economic Aspects 20 8. Building Materials 22 9. Energy Conservation 24

10. Environment Management Plan 30



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FORM IA

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach

explanatory notes with the Form and submit along with proposed environmental management

plan & monitoring program)

SECTION 1- LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land use get significantly altered from the project that is consistent with the

surroundings? (Proposed land use must conform to the approved Master Plan/Development Plan

of the area. Change of land use, if any and the statutory approval from the competent authority

are submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site

(within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not

available attach only conceptual plans.

Proposed project “100 bedded hospital is planned to be developed by Directorate of Health Service,

Govt. of Delhi for the health care & welfare of society. Proposed project site is located at KL-Block,

Sarita Vihar, Delhi. Geographical co-ordinates of the project site are 28°32.254'N & 77°17.869'E. Delhi

development Authority has allotted the land to Directorate of Health Services to construct hospital.

The work shall be executed through PWD, Delhi. Land documents for the project site are attached as

Annexure I. Google image showing location of project site & its surroundings within 500 m, 2 km and

10 km are attached as Annexure II (a, b &c) respectively. Site plan for the project site is attached as

Annexure III. Conceptual plans for the project are attached as:

Dual Plumbing Layout- Annexure IV

Storm Water Drainage Layout & Diagram of Rain water Harvesting pit- Annexure VI a & b

Car Parking & Traffic Circulation Plan- Annexure VII a, b & c

Site layout showing electrical substation & DG set location- Annexure IX

Green Belt Development Plan- Annexure X

Elevation & Section Plan- Annexure XI a & b

Fire Fighting & Evacuation Plan- Annexure XII a, b, c & d

Floor plans and terrace plans- Annexure XIII a-h



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1.2 List out all the major project requirements in terms of the land area, built up area, water

consumption, power requirement, connectivity, community facilities, parking needs etc.

LAND REQUIREMENT

Total plot area for development of proposed project is 6318.72 sq m. Statement of area detailing the

propose development is given below in Table 1 below.

Table 1: Area Statement

S. No.

Particulars Area (m2)

1. Total Plot Area 6318.72 2. Permissible ground Coverage (30% of plot area) 1895.4 3. Proposed Ground Coverage (29.6% of plot area) 1869.21 4. Permissible FAR (200% of plot area) 12637.44 5. Proposed FAR (199.07% of plot area) 12578.89 6. Non-FAR Area at Floors 1622.96 7. Services 62.87 8. Stilt 247.09 9. Basement

Basement 1 Basement 2

7926.06 3963.03 3963.03

10. Built-up Area 22437.87 11. Open Parking Area 253.00 12. Landscape Area (31.13%) 1966.82 13. Height of the building 29.865 m

*FAR = Floor Area Ratio

WATER REQUIREMENT

During construction phase water supply will be taken from Okhla CSTP and through DJB tankers.

During operation phase, water will be taken from Delhi Jal Board. Total water requirement is

approx. 218 KLD, out of which domestic water requirement is 79.0 KLD. Fresh water requirement

for the project is approx. 118.0 KLD.

POWER REQUIREMENT

Maximum power demand for the project is calculated to be 1845 KW (2306.3 kVA). 2 transformers of

capacity 1500 kVA are proposed to be provided. Power supply will be taken from BSES.



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Power Back Up

DG sets of total capacity 3030 kVA (3 X 1010 kVA) will be provided to provide uninterrupted power

supply during power failure

CONNECTIVITY

Project site is accessible and is well connected via network of rail & road. Local roads connect project

site to NH-2 which is at 1.3 km in west direction from project site. Nearest Railway Station are Okhla

Railway station and Tuglakabad Railway station at distance of 4.0 km, in NW direction & 3.7 km in

SW direction from project site respectively. Site is well connected by Metro Rail. Jasola metro station

is at 1.4 km in WNW direction. Indira Gandhi International Airport is at 20 km in West direction from

project site.

PARKING FACILITIES

Car parking of 253 ECS will be provided as per DDA norms in basements, stilt & ground. Parking

space of 135 sq m is provided in stilt area for two-wheelers.

1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to

the proposed site? (Such as open spaces, community facilities, details of the existing land use and

disturbance to the local ecology).

To improve health care facilities in the area, Directorate of Health Services (DHS) has planned to

develop proposed “100 bedded hospital”. This will significantly improve health services in the area &

will reduce the burden on the other near-by government hospitals. This will improve the living standard

of people. People of the area have to spend lesser time & money for travelling to hospital & waiting in

queue. Land has been allotted by DDA to DHS for development of the hospital. Currently project site is

an open land with few weeds growing at the project site and development of project does not involve

clearance of vegetation. There is no negative impact anticipated due to development of project on

existing land use, community facility & ecology.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence &

instability? (Detail of soil type slope analysis, vulnerability to subsidence, seismicity etc may be

given).

Project site is a flat land with elevation of site varying from average elevation of 212-214 above msl.

Due to plain topography site is not susceptible to erosion. Unpaved open space will be planted with



4

trees, shrubs, herbs or grasses to prevent soil erosion. Soil quality analysis of the project site is carried

out & soil quality report for the project is attached as Annexure XIV. As per the seismic zone map

prepared by BIS in 2000, Delhi falls in Zone IV area thus project site is highly vulnerable to

earthquake. Earthquake hazard vulnerability of the site is taken in consideration & building is designed

accordingly as per NBC, 2005.

1.5 Will the proposal involve alteration of natural drainage system? (Give details on a contour

map showing the natural drainage near the project site).

The project does not intersect any natural drainage route. No perennial or non-perennial drainage

system is found to exist within the project area or being obstructed by the project. Surroundings

comprise an urbanized stretch. Well planned storm water drainage has been designed to take care of

internal storm water drainage. Thus, no impact on the natural drainage system is anticipated. Site layout

showing proposed storm water drainage system is attached as Annexure VI (a).

1.6 What are the quantities of earthwork involved in the construction activity-cutting, filling,

reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials

from outside the site etc?)

Excavation will be carried out for foundation & basements. Quantity of soil to be excavated is estimated

to be approx. 33289.45 cu. m. Excavated top soil will be used for landscaping purpose. Part of

remaining soil will be used for filling and leveling of site and the balance shall be disposed to low lying

areas designated by PWD.

1.7 Give details regarding water supply, waste handling etc. during the construction period.

Water requirement during construction phase will be met from Okhla STP and through DJB tankers.

Water required for construction purpose of the project is 50 ML. Waste water generated during the

construction phase will be approx. 7 KLD (assuming 150 workers) and waste water will be treated &

disposed off in septic tanks followed by soak pits. Waste handling during the construction phase will be

done by the site contractor whose responsibility lies with collection and storage of construction and

demolition waste generated on the site. Construction debris will be stored in covered yards.

Construction debris will be segregated into re-usable & discarded waste. Re-usable waste will be used

within the project site to the extent possible. Discarded waste will be sent to the designated site of



5

Municipal Corporation, Delhi on payment basis. Solid waste management plan during construction

phase is given in Table 2 below:

Table 2: Solid Waste Management during Construction Phase

S. No. Solid waste Solid waste Management 1. Waste materials like MS

Rods, bricks, concrete,

broken tiles, wood pieces,

cement bags etc.

Material would be segregated. Recyclable material will be

sold to authorize dealers. Rest will be used within project

site for filling & leveling purpose. Remaining will be sent

for disposal through government authorized vendors.

Cement bags will be used for covering of loose materials.

2. Excavated Soil

Top soil will be stored in covered areas and will be later

used for landscaping purpose. Remaining soil will be used

for back filling & leveling of site. Un-used soil will be

disposed off to designated sites of PWD.

3. Domestic waste Will be handed over to local authority, responsible for

waste management in the area. The PWD has made

provision for maintenance for 5 yrs. By the construction

Agency.

1.8 Will the low lying areas & wetlands get altered? (Provide details of how low lying and

wetlands are getting modified from the proposed activity).

No. The site area is a flat land and the surroundings are characterized by an urbanized stretch. Project

site is neither a low lying area nor wetland.

1.9 Whether construction debris & waste during construction cause health hazard? (Give

quantities of various types of wastes generated during construction including the construction

labor and the means of disposal).

Waste expected to be generated & its management plan during construction phase is given in Table 2

above. No health hazard is expected to be caused by construction debris & waste as it will be managed

properly. Additionally health & safety of construction worker will be taken care of by taking following

measures:

1. Providing personal protective equipment like ear plugs, face masks, helmets, safety

jackets & gloves



6

2. Appointment of safety officers at site

3. Regular inspection & maintenance of the construction machinery

4. Construction activities will be restricted to day time

5. Provision of adequate lightning during night time

6. Cautionary notices to be displayed at required places

7. Regular clearing off site to remove the debris

8. Availability of medical officer & first-aid facility at construction site

9. Tie-up with near-by hospital to attend emergency case, if any

SECTION 2- WATER ENVIRONMENT

2.1 Give the total quantity of water requirement for the project with the breakup of requirements for

various uses. How will the water requirement be met? State the sources & quantities and furnish a water

balance statement.

During construction phase water supply will be taken from Okhla CSTP and partly through DJB

tankers. During operation phase, water will be taken from Delhi Jal Board. Total water requirement is

approx. 218 KLD, out of which domestic water requirement is 79.0 KLD. Fresh water requirement for

the project is approx. 118.0 KLD. Daily water requirement calculation is given below in Table 3 (a) &

(b). Water balance diagram is shown below in Figure 1 & 2.

Table 3 (a): Calculations for Daily Water Demand

S.

No. Category Capacity Per capita Req.

(LPCD)

Water

Requirement

(KLD)

Fresh

Water

Demand

Recycled

water

Demand

A Domestic

1

In-patient

110

(100+10) 340 37.4 26.4 11.0

2 Out-patient/Visitors 2000 15 30.0 12.0 18.0

3 Staff 135 45 6.1 2.7 3.4

4 Guest 40 135 5.4 3.6 1.8

Total Domestic water Req. (1+2+3+4)

78.9

Say 79.0

44.7

Say 45.0

34.18

Say 34.0



7

B Pathology -- -- 15.0 15.0 --

C CSSD -- -- 5.0 5.0 --

D Mortuary -- -- 15.0 15.0 --

E Landscape 0.49 Acres 25 KLD/Acres 12.0 -- 12.0

F HVAC Cooling* 550 Tr 7 l/Tr/hr 92.0 38.0 54.0

Total Water Requirement (A+B+C+D+E+F) 218.0 118.0 100.0

*HVAC Operational for 24 hours

Table 3 (b): Waste Water Calculations

Category Quantity (KLD)

Sewage Generated (100% flushing, CSSD &

Mortuary + 80% other domestic water

requirement)

90.0

Effluent from pathology laboratory 12.0

Capacity of STP 110

Capacity of ETP 15

Recovered Water from STP (98% of Waste

Water)

Flushing

Landscaping

HVAC Cooling

88.0

34.0

12.0

42.0

Recovered Water from ETP (@98%)

HVAC Cooling

~12.0

12.0



8

Recycled Water

Fresh Water for Drinking, Bathing,

Cleaning & Other Use (45.0 KLD)

Waste Water Generated (90 KLD)

STP Capacity110 KLD (STP efficiency @ 98 %)

Flushing Water (34.0 KLD) 34.0 KLD

Total Fresh Water 118.0 KLD

45 KLD

Waste water waterwaterwaterwaterwaterwaterwater

Fresh water waterwaterwaterwaterwaterwaterwater

CSSD (5.0KLD)

Pathology (15.0 KLD)

12.0 KLD Landscape (12.0 KLD)

42.0 KLD

Mortuary (15.0 KLD)

HVAC (92.0 KLD)

15.0 KLD

5.0 KLD

15.0 KLD

38.0 KLD

@ 80%

@ 100%

@ 100%

@ 100%


ETP Capacity12 KLD (ETP efficiency @ 100 %)

12.0 KLD

@ 80%

Figure 1: Water balance Diagram During Dry Season



9

Recycled Water

Fresh Water For Drinking, Bathing,






45 KLD



CSSD (5.0KLD)


54.0 KLD

Mortuary (15.0 KLD)

HVAC (92.0 KLD)

15.0 KLD

5.0 KLD

15.0 KLD

26.0 KLD

@ 80%

@ 100%

@ 100%

@ 100%



12.0 KLD

@ 80%

Figure 2: Water Balance Diagram during Monsoon Season



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2.2 What is the quality of water required, in case, the supply is not from a municipal source?

(Provide physical, chemical, Biological characteristics with class of water quality).

Total water requirement for the project is 218 KLD. However, freshwater requirement is 118 KLD

during dry season & 106 KLD during monsoon, which will be provided by Delhi Jal Board.

2.3 How much of water requirement can be met from the recycling of treated wastewater?

(Give the details of quantities, sources and usage)

It is expected that the project will generate approx. 90 KLD of sewage & 12 KLD of lab effluent will be

generated. Sewage generated will be treated in the STP provided of capacity 110 KLD & lab effluent

will be treated in ETP of 15 KLD capacity to be provided within the project site. It is expected to

recover 88 KLD of water from STP & 12 KLD of water from ETP which can be re-used for flushing,

horticulture & HVAC cooling. ETP treated water will be used only for HVAC cooling purpose.

2.4 Will there be diversion of water from other users? (Please assess the impacts of the project

on other existing uses and quantities of consumption).

No, there will be no diversion of water from other sources. Water during operation phase will be

supplied by Delhi Jal Board.

2.5 What is the incremental pollution load from wastewater generated from the proposed

activity? (Give details of the quantities and composition of wastewater generated from the

proposed activity)

It is expected that the project will generate approx. 90 KLD of sewage & 12 KLD of lab effluent.

Sewage will be treated in STP of capacity 110 KLD and effluent from lab will be treated in ETP of

capacity 15 KLD. 88 KLD of treated water from STP will be used for flushing, horticulture & HVAC

cooling, whereas 12 KLD of treated water from ETP will be used for HVAC cooling only.

Characteristics of waste water & treated water are given in Table 4 & 5 below.

Table 4 Characteristics of Waste water

Flow m3 / day 90 for STP 12 for ETP

pH - 6.5 – 7.5 BOD mg / l 300 – 400 COD mg / l 600 – 800



11

O & G / ABS mg / l 50 – 100 Suspended Solids mg / l 200 – 450

Table 5 Characteristics of Treated Effluent

PH 6.0-8.5 BOD mg / l <5 COD mg / l < 10 TSS mg / l < 10 Oil& Grease mg / l NIL

2.6 Give details of the water requirements met from water harvesting? Furnish details of the

facilities created.

Storm water harvesting system will be provided within the project site as per CPCB guideline on

Rainwater Harvesting & Artificial Ground water Recharge. Storm water from roof-top & surface will

be collected via storm water drainage network and will be led into recharge pits proposed to be

provided at various locations. Storm water drainage will be designed in line of existing drainage pattern

and considering the natural flow direction of water. First flushing system will be provided to prevent

water from first rain to enter the ground as it is believed to contain several impurities. Rain water

harvesting system is designed considering maximum peak hourly rainfall (90 mm/hr). Thus pits are

designed to capture the maximum possible rainfall which could occur. De-silting chamber is provided

with each RWH pit. Oil trap is provided to remove oil & grease, if any in the storm water. Periodic

cleaning & maintenance of RWH system will be done. Calculation for storm water system designing is

given in Table 6. Plan showing storm water drainage & location of RWH pits is attached as Annexure

VI (a). Schematic diagram of Rain Water Harvesting pit as per CGWB is given in Figure 3.

Table 6: Calculations for storm water load

S. No. Catchment

Area of

Catchment

(sq m)

Run-off

Coff.

Peak

Hourly

Rainfall

(m/hr)

Run-off

collected

(cu m)

1 Roof-Top 1869.21 0.9 0.09 151.4 2 Green area 1966.82 0.1 0.09 17.70 3 Paved Area 2482.69 0.7 0.09 156.41



12

Total Run-off 325.51

Taking Retention of 15 min, run-off load is 81.37

De-silting Chamber (2 X 1 X 2 m) 4.0

Size of RWH Pit (radius- 1.5m , depth 5 m) 35.325

Total Storage volume 39.325

No. of Pits Required 2.06

Total 2 Nos. of Rain Water Harvesting pits are being proposed for artificial rain water recharge within

the project premises. RCC pipes are also provided to carry storm water run-off from RWH pits to

municipal drain, if any.

Figure 3: Schematic Diagram of Rain Water Harvesting Pit

2.7 What would be the impact of the land use changes occurring due to the project on the

runoff characteristics (quantitative as well as qualitative) of the area in the post construction

phase on a long term basis? Would it aggravate the problems of flooding or water logging in any

way?



13

Project will include paved areas and thus the runoff from the project site is expected to increase due to

reduced infiltration. However, increased runoff will not cause flooding or water logging as a well

designed storm water drainage will be provided at project site. Storm water runoff will be collected into

rainwater harvesting pits through storm water drains and will be used for groundwater recharging.

2.8 What are the impacts of the proposal on the ground water? (will there be tapping of

ground water; give the details of ground water table, recharging capacity and approvals obtained

from competent authority, if any)

No adverse impact is anticipated on ground water as no ground water will be extracted during operation

& construction phase of the project. Water will be supplied by Delhi Jal Board tankers during

operational phase & from Okhla STP during construction phase. Additional to this rainwater harvesting

pits are provided which will help in ground water augmentation. RWH pits provided are filter packed to

prevent ground water pollution due to recharging. Best practices for water conservation will be

implemented like usage of water conservation fixtures, dual plumbing water supply system etc.

2.9 What precautions/ measures have been proposed to check the surface run-off, as well as

uncontrolled flow of water into any water body?

Storm drainage network will be provided at the site for collection of storm water. Storm water collected

will be used for ground water recharging through 2 Nos. of RWH pits proposed to be provided at the

site.

2.10 How is the storm water from within the site managed? (State the provisions made to avoid

flooding of the area, details of the drainage facilities provided along with a site layout indication

contour levels).

Most of the storm water produced on site will be harvested for ground water recharge. Thus proper

management of this resource is must to ensure that it is free of contamination. Detailed Storm Water

Management Plan will be developed which will consider the sources of storm water. The plan will

incorporate best management practices which will include the following:

Regular inspection and cleaning of storm drains.

Installation of clarifiers or Oil/Water separators/traps system of adequate capacity around

parking areas as per requirement.



14

Shall avoid application of pesticides and herbicides before wet season.

Conducting routine inspections to ensure cleanliness.

Preparation of spill response plans, particularly for fuel and oil storage areas.

Provision of silt traps in storm water drains.

Good housekeeping in the above areas.

Plan showing storm water drainage & location of RWH pits is attached as Annexure VI (a). Diagram

of RWH pit is attached as Annexure VI (b).

2.11 Will the deployment of construction laborers particularly in the peak period lead to

unsanitary conditions around the project site (Justify with proper explanation).

Common toilets will be constructed on site during construction phase and the waste water arising from

the project is to be disposed conforming to Delhi pollution Control Committee Norms.

Daily cleaning of the site will be carried out. Dustbins will be provided at project site for collection of

waste generated. Collected solid waste will be handed over to local authority responsible for waste

management in that area. Drinking water & bathing facility will be provided at site for construction

workers. These practices will help maintaining sanitary conditions at the project site during

construction phase.

2.12 What on-site facilities are provided for the collection, treatment & safe disposal of

sewage? (Give details of the quantities of wastewater generation, treatment capacities with

technology & facilities for recycling and disposal).

STP of capacity 110 KLD & ETP of 15 KLD is proposed to be provided at the project site for treatment

of sewage & lab effluent expected to be generated during operation phase. Expected sewage & lab

effluent generation is 90 KLD & 12 KLD. Sewage & wastewater generated will be treated till tertiary

level & treated water will be re-used for flushing, HVAC cooling & horticulture purpose. ETP treated

water will be used only for HVAC cooling.

2.13 Give details of dual plumbing system if treated waste used for flushing of toilets or any

other use.



15

Dual plumbing system for re-usage of treated water from ETP & STP will be provided. Treated water

from STP will be used for flushing, cooling & horticulture purpose & ETP treated water will be used for

HVAC cooling thereby significantly reducing fresh water demand.

3. VEGETATION

3.1 Is there any threat of the project to the biodiversity? (Give a description of the local

ecosystem with its unique features, if any).

Project site does not support any significant vegetation. Only weeds are present at the project site. Thus

no adverse impact is anticipated on bio-diversity of the region due to project development. 31.13% of

plot area is reserved, i.e. 1966.82 sq. m. of area is proposed to be put under green cover which

comprises of trees, shrubs & herbs. This will help in improving the ecology of the area.

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a

detailed account of the trees & vegetation affected by the project)

The project site does not support any significant vegetation thus no clearance of vegetation is required.

It is proposed to develop a peripheral greenbelt consisting of native plant species to enhance the

aesthetic value of the region and also provide an excellent habitat for various faunal groups. Evergreen

tall and ornamental trees and ornamental shrubs have been proposed to be planted inside the premises.

3.3 What are the measures proposed to be taken to minimize the likely impacts on important

site – features (Give details of proposal for tree plantation, landscaping creation of water bodies

etc along with a layout plan to an appropriate scale?)

Total area measuring 1966.82 m2 i.e. 31.13 % of the plot area is proposed to be put under green cover.

Evergreen trees, ornamental trees, ornamental shrubs have been proposed to be planted inside the

premises. Only native species will be planted. Proper aftercare and monitoring of developed green areas

will be done. Trees to be planted at project site in Table 7.

Table 7: Trees to be planted

S. No. Species Common Name Type

1. Azadirachta indica Neem Tree

2. Jacranda Mimosifooolia Neeli gulmohar Tree



16

3. Thevetia peruviana Yellow oleander Tree

4. Plumeria alba Whitefirangipani Tree

5. Plumeria rubra Firangipani Tree

6. Cassia fistula Amaltas Tree

7. ` Alstonia scholaris Saptaparni Tree

8. Delonix regia Gulmohar Tree

9. Erythrina variegate Indian Coral Tree Tree

10. Lagerstroemia Thorellii Pride of India Tree

11. Terminalia arjuna Arjun Tree Tree

12. Polyalthiya longifolia Ashoka tree Tree

13. Bougainvillea glabra Bougainvillea Shrub

14. Ficus religiosa Peepal Tree

15. Combretum indicum Rangoon Creeper Creeper

16. Vernonia elaeagnifolia Curtain creeper Creeper

17. Clerodendrum inereme Shrub Bleeding heart

4. FAUNA

4.1 Is there likely to be any displacement of fauna both terrestrial and aquatic or creation of

barriers for their movement? Provide the details.

No, existing land use around the site is urban and does not provide a habitat for wild species. Peripheral

greenbelt wherever possible will be developed which will provide an excellent habitat for the native

fauna.

4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.

Project will not have any direct or indirect impacts on the avifauna of the area.

4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on

fauna.

Not applicable



17

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands?

(Give details of background air quality levels with predicted values based on dispersion models

taking into account the increased traffic generation as a result of the proposed construction).

Project development will not cause any significant increase in atmospheric pollutants & formation of

heat island. It is a hospital project & sources of pollution during operation phase will be vehicular

movement & DG set operation. Green belt will be provided around the project site to the extent

possible, which will act as settling surface for dust and thus will significantly reduce dust levels from

air. DG sets will be provided with stack such that it is 6 m higher than the highest building. These

stacks will aid release of gases at a height such that it will not have significant impact on Ground Level

Concentration of various gases. Construction is a temporary and short term phase, thus impact on air

quality during construction phase is also temporary. Measures will be taken to reduce air pollutant

generation during construction phase also.

Project site is an open land with few weeds growing on it, after development of building heat reflection

from site will increase but green belt & lawns are proposed to be provided which will absorb the

reflected heat and thus neutralize the effect.

Ambient air quality at project site is given attached as Annexure XV.

5.2 What are the impacts on generation of dust, smoke, odorous fumes or other hazardous

gases? Give details in relation to all the meteorological parameters.

Ambient air quality for the project site is given in point no 5.1 above. There will not be generation of

any smoke, odorous fumes & hazardous gases, either during construction or operation phase. Dust

generation is anticipated to occur while loading & unloading of construction material, debris &

construction activities and vehicular movement during construction phase. During operation phase dust

generation will result from vehicular movement. Dust generation will be controlled by taking following

measures.

Covering the scaffolding

Clearance of grass or weeds only from activity area

Water sprinkling on unpaved surfaces/open areas

Washing wheels of vehicles



18

Storage of construction material, excavated soil & debris in covered sheds

Regular cleaning of site

Development of green belt during operation phase

No open land will be left without vegetation cover & roads will be paved.

Taking above measures, dust generation can be minimized thus negligible impact is anticipated. D.G.

sets are proposed to be provided at project site and will be functional during power failure. Emission of

SO2 & NOx will be there from DG sets but stack of appropriate height will be provided to discharge the

exhaust gases so that there will be minimal impact on GLC.

5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the

present level of transport infrastructure and measures proposed for improvement including the

traffic management at the entry and exit to the project site.

Adequate provision will be made for car/vehicle parking at the project site. As per building

development bye-laws of Delhi Development Authority (DDA), parking requirement for hospitals is 2

ECS/100 sq. m. of floor area. FAR proposed for project is 12578.89 sq m. thus parking required is 252

ECS. Parking provided is given below in Table 8.

Table 8: Parking Provided

S. No. Parking Total Area (sq. m.)

Parking Area for four

wheelers (sq. m.)

Area per ECS (sq. m.)

No. of ECS

1. Basement 1 3963.03 2848.0 32 89 2. Basement 2

(stack parking) 3963.03 2528.0

(2240+288) 32 149

3. Stilt 247.09 112.0 28 4 4. Open Parking 253.00 253.0 23 11

Total parking provided 253 ECS Car parking of 253 ECS will be provided. Addition to this parking space of 135 sq. m. will be provided

in stilt for two wheelers parking. Car Parking & Traffic circulation Plan is attached as Annexure VII a,

b & c.

5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian

pathways, footpaths etc, with areas under each category.

Internal roads of adequate width, footpaths/pedestrian pathways have been well planned for the project.



19

5.5 Will there be significant increase in traffic noise & vibrations? Give details of the sources

and the measures proposed for mitigation of the above.

Construction activities & increase traffic movement at project site will contribute to noise level in the

area but no significant rise in noise level & vibrations is anticipated. Project site is surrounded by

residential area and is along NH-2. Following measures are proposed to minimize the noise generation

& its impact on the environment.

Construction activity will be restricted to day hours

Usage of machinery and equipment complying to the noise standards

Regular servicing and maintenance of vehicles

Prohibiting honking at project site

Provision of speed breakers at project site to restrict the speed of vehicles

Provision of pedestrian path to encourage walking

Development of green belt around project site wherever possible which will act as noise buffer.

5.6 What will be the impact of D.G. sets and other equipment on noise levels and vibration in

ambient air quality around the project site? Provide details.

D.G. sets will be operational during power failure during both construction & operation phase.

Operation of D.G. sets leads to generation of noise & emission of gases like SO2 & NOx. If not

managed this may lead to noise & air pollution. DG sets to be used will be enclosed in acoustic

enclosures and will be provided with stack of height as per CPCB norms so that exhaust gases can be

discharged at appropriate height minimizing impact on GLC of various gases in air. Also low sulphur

diesel will be used as fuel to minimize the SO2 generation. Green belt will be provided during operation

phase which will help in reducing the noise and dust levels at project site.

6. AESTHETICS

6.1 Will the proposed construction in any way result in the obstruction of a view, scenic

amenity or landscapes? Are these considerations taken into account by the proponents?

Site lies in an urbanized settlement and is well planned. Thus, no obstruction of view or scenic beauty

or landscape is anticipated. Furthermore, the construction will be planned in such a way that the

organized open spaces and landscaped areas will render the area aesthetically appealing.



20

6.2 Will there be any adverse impacts from new constructions on the existing structures?

What are the considerations taken into account?

No impacts anticipated.

6.3. Whether there are any local considerations of urban form & urban design influencing the

design criteria? They may be explicitly spelt out.

Project will follow norms as per Delhi Development Authority. All norms on Ground Coverage, FAR,

Height, Setbacks, Fire Safety Requirements, Structural Design and other parameters will be strictly

adhered to.

6.4 Are there any anthropological or archaeological sites or artifacts nearby? State if any

other significant features in the vicinity of the site have been considered?

No site of anthropological or archaeological importance exists within 2 km area of project site.

Adilabad fort is at distance of 4.8 km in SW direction, Ghiyasudin Tuglaq Tomb is at 4.5 km in SW

direction and Qutub Minar is at 11.3 km in west direction from project site. Project development will

not obstruct the view of these sites.

7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any changes to the demographic structure of local population?

Provide the details.

No such changes anticipated as proposed project is a hospital project.

Construction phase: Local people will preferable be employed for construction works. Approx.150

worker will be employed during construction phase. Construction phase is temporary & thus will not

involve change in demographic structure of local population

Operation phase: Project involves development of hospital thus there will be no migration or

emigration of people is involved due to project development.



21

7.2 Give details of the existing social infrastructure around the project.

Delhi Development Authority has given land on lease to DHS for development of hospital. Surrounding

area is well developed and also social infrastructure like roads, hospitals, markets etc are present in

near-by area. Details on existing social infrastructure are given in Table 9.

Table 9: Surroundings of the Project Site

Near-by Residential Area Madanpur Khadar Village (300 m, SE)

Village Saidabad (1.2 km, SW)

Jasola (400m, N)

Shaheen Bagh (700 m, NE)

Nearest City New Delhi (12.0 km, NNW)

Nearest Industrial Area Okhla Industrial Area (1.6 km, W)

Nearest School Meer public School (1.7 km, S)

Nearest College Asia Pacific Institute of Management (500 m, NW)

Rai University (2.0 km, SW)

Nearest Hospital Delhi ENT Hospital (500 m, NW)

Apollo Hospital (1.4 km, NW)

Near-by Common Facilities Okhla STP (1.2 km, NNE)

Near-by Recreational facilities Jasola District park (1.0 km, NE)

Kalindikunj Park (1.4 km, NE)

Sarita Vihar District Plan (1.2 km, SW)

7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or

other cultural values? What are the safeguards proposed?

No adverse impacts are anticipated due to project development on local community or sacred sites as

project is surrounded by an urbanized stretch and all project activities are confined to project site only.

No place of cultural and archaeological importance is present within 2 km of the project site. Measures

will be taken to control air, water, soil & noise pollution to minimize negative impact of project

development on the environment & society. Environment management plan has been drafted detailing

safeguards proposed for environmental management and is given in Section 10 of this report. Project is



22

for the betterment of society. This is a government hospital which will improve health care facility in

the area. Development of project will lead to improvement in health condition of people. More people

especially poor people will have an access to medical facility. This will reduce the burden on existing

government hospital and will save time & travelling cost of near-by residents.

8. BUILDING MATERIALS

8.1 May involve the use of building materials with high embodied energy. Are the

construction materials produced with energy efficient processes? (Give details of energy

conservation measures in the selection of building materials and their energy efficiency)

Materials with low & medium embodied energy will also be used for construction purpose. Materials

like fly ash bricks, AAC Blocks & cement, sun dried pavers, concrete, tiles, FRP doors, gypsum etc.

will be used for construction purpose.

8.2 Transport and handling of materials during construction may results in pollution, noise

and public nuisance. What measures are taken to minimize the impacts?

Mitigation Measures for Air Pollution during Construction Stage:

• Construction materials & vehicles carrying construction material will be suitably covered with

tarpaulin cover etc during transportation.

• Water sprinkling will be done on unpaved roads where dust generation is anticipated.

• Raw material storage and handling yard will be enclosed from all sides.

• To minimize the occupational health hazard, proper personal protective gears i.e. mask will be

provided to the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction Stage:

• Administrative as well as engineering control of noise will be implemented.

• Isolation of noise generation sources and temporal differentiation of noise generating activities will

ensure minimum noise at receiver‟s end.

• To prevent any occupational hazard, earmuff / earplug will be given to the workers working around

construction plant & machinery emitting high noise levels.

• Construction activity will be restricted to day time. Careful planning of machinery operation and

scheduling of operations will be done to minimise such impact



23

8.3 Are recycled materials used in roads and structures? State the extent of savings achieved?

Yes. Fly ash bricks and cement will be used for building roads & structure.

8.4 Give detail of the methods of collection, segregation & disposal of the garbage generated

during the operation phases of the project.

During operation phase, waste will comprise of both municipal & bio-medical waste as it is a hospital

project. Municipal waste will comprises of domestic & landscape waste Municipal waste expected to

generate from the project is estimated to be approx. 519 kg per day (@1.5 kg for patients, 0.5 kg per

capita per day for the guests, 0.15 kg per capita per day for the visitor, 0.25 kg per capita per day for the

students & staff members, whereas 1 kg/acres/day is considered for landscape wastes). Approx. 130

kg/day of bio-medical waste generation is expected.

Waste Segregation, Collection & Disposal

1. Different color bins will be provided in each section & floor for collection of different type

of waste. Three color bins will be provided in wards (green, red & blue) for collection of

food waste, medical waste like bandages, medicine covers, soiled waste etc and sharps

separately. Visual message for usage of different bins for different purpose indicating its

significance will be placed for awareness in all the sections. In pathology lab, Operation

Theater, mortuary, pathology lab, medicine room, plaster room different color bins will be

provided for collection of different waste as given below in Table 10.

Table 10: Bio-medical Waste Collection System

Color Code Waste Category Treatment Yellow Human anatomical waste, animal waste,

Micro biology waste & bio-technology waste, soiled waste

Incineration Deep Burial

Red Microbiology & Biotechnology waste, soiled waste, solid waste (other than sharp)

Autoclave Microwaving Chemical treatment

Blue/White Waste Sharp Autoclave Microwaving Chemical treatment

Black Discarded medicines & Cytotoxic waste, Chemical waste

Chemically treated Disposal in secured landfill Returning back to vendors



24

2. Waste will be collected at common place regularly from the localized collection points.

Food waste, landscape waste & other municipal waste will be handed over to Municipal

Corporation, Delhi. STP sludge will be used as manure for landscape area.

3. Recyclable waste like plastics, paper, thermocol, glass etc will be collected & sold to

authorized vendors.

4. Bio-Medical waste along with ETP sludge will be collected in Bio-medical waste storage

room & will be handed over to authorized vendors for treatment & safe disposal.

5. Trolleys with bins will be provided for transportation of bio-medical waste from generation

points to storage points to protect waste handler from direct exposure.

6. E-waste generated will be stored separately & will be sold to authorized vendors

periodically

9. ENERGY CONSERVATION

9.1 Give details of the power requirements, source and supply, backup source etc. What is the

energy consumption assumed per square foot of built-up area? How have you tried to minimize

energy consumption?

Maximum power demand for the project is calculated to be 1845 KW (2306.3 kVA). Two Nos.

transformers of capacity 1500 kVA are proposed to be provided. Power supply will be taken from

BSES. Electrical system is designed as per following standards:

National Building Code of India – 2005

National fire Codes 2000

Relevant Bureau of Indian Standard

Indian Electricity Supply Rules & Act

Power Back-up


supply during power failure. DG sets are open to air & will be provided with acoustic enclosure.

Effective measures have been incorporated to minimize the energy consumption in following

manners:



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1. Provision of AAC block for filler walls and partition walls: It provides insulation thus prevents

heat exchange from building & reduce heating & cooling loads. It is a light weight material thus

easy to transport saves fuel & thus reduces emission.

2. E-glass to be used for curtain & window glazing for minimizing radiation.

3. False ceiling for reducing A.C loading & Calcium silicate tiles will be used for false ceiling

which has excellent insulation properties with thermal conductivity of 0.043/W/M0K

4. FRP (fiber reinforced plastic) doors have been used for wet areas thus minimum usage of wood.

FRP is low embodied energy product, light weighted, low maintenance requiring & longer life.

5. Low VOC content paint used for wall finishes & door finishes.

6. Thermal insulation layering under deck to the roof terrace.

7. Use of ACP cladding for external finish will improve thermal insulation.

8. Solar heating system for Hot water.

9. Provision of Solar lights for lighting on streets & common areas.

10. Use of PPR & CPVC pipes for water supply

11. Venetian blinds for protection from direct Sun.

12. Energy efficient florescent lamp, T-5 lamps, CFL will be used for internal lightning within the

project site

13. 50 % external light can be switched „off‟ after 11 pm, when the movement is drastically reduced.

Table 11: Energy Saving Calculations

Description Energy Saving (kVA)

Energy Saved by using CFL for Lightning in common/open areas 0.8 Energy Saved by using Solar lights for Lightning in common/open areas 1.6 Energy Saved by using CFL for internal lightning 10.1 Energy Saved by using Solar Water Heaters 37.1 Energy Saved 49.1 Total Energy consumed 2306.3 Percentage of Energy Saved (%) 2.1% Percentage energy saved due to building design & material 10% Total Percentage energy saved 12.1%

9.2 What type and capacity of power backup do you plan to provide?


supply during power failure. DG sets are open to air & will be provided with acoustic enclosure.



26

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its

characteristics related to both short wave and long wave radiation?

Glass is not proposed to be used as wall material. However some glass will be used for curtain glazing

in Front elevation as well as for window glazing is e-glass and its U-value is 3 to 3.3 W/sq.m and solar

factor 0.29. R value of the e-glass is 27% and 9% external and internal respectively.

9.4 What passive solar architectural features are being used in the building? Illustrate the

applications made in the project.

Layout of buildings has been done as per the sun path analysis so that the design cuts off direct

radiations of critical hours which are specific to the orientation. Passive solar design refers to use of the

sun‟s energy for the heating and cooling of living spaces. E-glass will be provided for curtain &

window glazing to minimize the radiation. Building is designed in a way that sunlight is used for

insolation during day time by providing adequate fenestration.

9.5 Does the layout of street & building maximize the potential for solar energy devices? Have

you considered the use of street lighting, emergency lighting and solar hot water systems for use

in the building complex? Substantiate with details.

Yes, Glass is used for curtain & window glazing which will allow solar light to enter the building. Solar

lights are provided for street & lights. Solar water heating systems will be provided.

9.6 Is the shading effectively used to reduce cooling/heating lands? What principles have been

used to maximize the shading of walls on the East and the West and the Roof? How much energy

saving has been effected?

Building material like AAC blocks, calcium silicate false ceiling, e-glass for curtain & window glazing,

venetian blinds, thermal insulation layering under deck to the roof terrace etc will be provided for

insulation in the building. This will minimize the cooling load. Energy savings of approx 12.1 % will

be achieved by using energy efficient lightning & building material.

9.7 Do the structures use energy-efficient space conditioning, lightening and mechanical

systems? Provide technical details. Provide details of the transformers and motor efficiencies,



27

lightening intensity and air conditioning load assumption? Are you using CFC and HCFC free

chillers? Provide specifications.

Yes, to increase energy efficiency, CFL lamps and T-5 lamps are proposed to be used for internal

lightning purpose. Solar heaters will be used for hot water to reduce load requirement. Solar street

lights & CFL will be used to minimize energy consumption for open area. Chillers are provided only

for intense care unit, diagnostic centre, CSSD and other required places. In rest of the building

ventilation is mechanical through fans & exhaust fans. Chillers used will be CFC & HCFC free.

Notices will be displayed everywhere for saving energy.

9.8 What are the likely effects of the building activity in altering the micro-climates? Provide

a self assessment on likely impacts of the proposed construction on creation of heat island &

inversion effects?

Heat emissions from the project may be from the following sources:

Heat absorbed from the paved and concrete structures

Heat increase due to increased vehicle use

However, the heat generated will not be significant and will be dissipated in the greens and open areas

provided within the project area.

9.9 What are the thermal characteristics of the building envelope? (a) Roof (b) external walls

and (c) fenestration? Give details of the material used and the U value or the R values of the

individual components.

Roofs: Intensity of solar radiation is more on horizontal surfaces, i.e. roofs of the buildings.

Conductance of heat from the roof is very high and this may result in high discomfort in the naturally

ventilated space below. Reinforced Concrete slab 125 mm thick, screed 120 mm( brick coba and

thermal insulation layer underneath roof slab) will be provided to cut down air-conditioning load of the

immediate lower floor

Walls: Walls will be plastered both sides, AAC blocks and Fal-G bricks will be used as wall material.

This will provide insulation to the structure. E-glass will be used for curtain & window glazing. The R-

Value for the major building components used is given below in Table 12.



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Table 12: R-Value of Construction Materials S.No Component R value (Fm2s/Btus-1)

1 230 mm AAC block/Fal-G bricks for

walls

2.00

2 12/15 mm cement plaster 0.32

3 125 mm Concrete roof slab 1.04

4 Water proofing course on terrace

(brick coba)

0.45

9.10 What precautions & safety measures are proposed against fire hazards?

Furnish details of emergency plans.

Disaster Management Plan

• Disaster Management Plan will be developed to reduce the impact of disasters like earthquake,

fire etc. and to encourage recovery.

• Disaster management will be drafted to manage both man-made & natural hazard

• A disaster management cell would be established which will take care of post disaster scenario.

• It would be a volunteer kind of set-up and professionals can also be hired in case of eventuality.

• Training will be given to staff & contractors about disaster management and handling

• Emergency evacuation plan will be provided in common areas

• Safety guidelines will be provided in & outside elevators

Management & Prevention of Fire hazard

The entire fire safety installation shall be compliant with the most stringent codes / standard for the

entire hospital to ensure the highest safety standard and uniformity of system. Further, before property

is opened to public, the fire protection shall be fully operated and tested under simulated conditions to

demonstrate compliance with the most stringent standards, codes and guidelines. Fire-fighting system

will be provided keeping in view guidelines of the following:

National Building Code Sept 2005: Part IV for Fire Protection

Local Bye-Laws.



29

Relevant BIS codes: Specifically IS: 3044, IS: 5290 and IS: 5312, IS: 908 and IS:2190, IS:

3844, IS: 15105.

NFPA & TAC Manual (for reference and guideline).

Consultation with local Chief Fire Officer.

Building is proposed to be provided with fire protection arrangements such as hose reel, hose, wet riser,

automatic sprinkler system in entire building, manual call points, automatic fire detection system in

entire buildings, underground water storage tank, overhead water tank, fire pumps, potable fire

extinguishers, exit signs, P.A. System, Yard Hydrants, Fireman‟s lift grounding switch, cautionary

notices in lifts & restricted areas in case of fire, display of fire evacuation plan, D.G. set,

Compartmentalization, refuse area at 7th Floor (meeting NBC requirement, 2005-part IV) and fire

control room from fire safety point of view. NOC from Delhi Fire Services has been obtained & copy

of same is attached as Annexure XVI.

Management & Prevention of Earthquake hazard

During Construction Phase

To ensure safety of the building from Seismic Load the Design of the building will be done in accordance to

Section 1, Part 6 of NBC 2005. Buildings will be designed keeping in consideration that structures should

possess strength to withstand minor earthquakes which occur frequently, without damage; resist moderate

earthquake without significant structural damage; and aims to withstand major earthquakes without collapse.

Earthquake resistant building materials will be used for construction of structures e.g. RCC.

Walls will be made up of lighter material like AAC blocks to reduce the weight of the building

In concrete floors, spans will be reduced with secondary beams so as to reduce the thickness of slab and

thus reduces the dead weight.

Ductility provisions shall be made in structural detailing.

Bolting. Brace or anchor for high & heavy objects shall be used.

Strong latches or bolts on cabinets will be installed.

During Operation Phase

Staff will be given training to handle emergency situations

Charts detailing Do‟s & Don‟t during earthquake will be displayed in every room

First aid facility will be available at all the time

Fire-extinguishers are provided to deal with fires induced due to earthquake



30

9.11 If you are using glass as wall materials, provide details and specifications including

emissivity and thermal characteristics.

Glass will not be used as wall material. E-glass will be used for curtain & window glazing.

9.12 What is the rate of air infiltration in to the building? Provide details of how you are

mitigating the effects of infiltration.

HAVC will be provided in hospital block for ventilation, cooling, heating & air-conditioning purpose &

will be managed as per ASHRAE, 2010. Parts of building with mechanical ventilation system adequate

nos. of windows & shaft will be provided. Infiltration will be reduced by providing proper building

envelope and air retarders.

9.13 To what extent the non–conventional energy technologies are utilized in the overall energy

consumption? Provide details of the renewable energy technologies used.

Various measures have been taken to reduce energy consumption for the project and approx. 12.1% of

total energy required will be conserved. Details are given in point no. 9.1 above. Non-conventional

source of energy, i.e. solar energy is proposed to be used. Solar street lights and solar water will be

provided at the project site. Low embodied construction material & energy efficient building material

are being used to further reduce the energy requirement.

10. ENVIRONMENT MANAGEMENT PLAN

Environment Management Plan (EMP) would consist of all mitigation measures for each component of

the environment due to the activities increased during the construction, operation and the entire life

cycle to minimize adverse environmental impacts resulting from the activities of the project. It would

also delineate the environmental monitoring plan for compliance of various environmental regulations.

It will state the steps to be taken in case of emergency such as accidents at the sites including fire. The

detailed EMP for the project is given below.

10.1 Environmental Management Plan

Environment Management Plan (EMP) is a site specific plan developed to ensure that the project is

implemented in an environmental sustainable manner where all contractors and subcontractors,

including consultants, understand the potential environmental risks arising from the project and take

appropriate actions to properly manage that risk. EMP also ensures that the project implementation is



31

carried out in accordance with the design by taking appropriate mitigation actions to reduce adverse

environmental impacts during its life cycle. Plan outlines existing and potential problems that may

adversely impact the environment and recommends corrective measures where required. Also, plan

outlines roles and responsibility of the key personnel and contractors who will be in-charge of the

responsibilities to manage the project site.

10.1.1 EMP is generally

Prepared in accordance with rules and requirements of the MoEF and CPCB/ SPCB

To ensure that the component of facility are operated in accordance with the design

A process that confirms proper operation through supervision and monitoring

A system that addresses public complaints during construction and operation of the facilities

and

A plan that ensures remedial measures is implemented immediately.

Key benefits of the EMP are that it offers means of managing its environmental performance thereby

allowing it to contribute to improved environmental quality. The other benefits include cost control and

improved relations with the stakeholders.

EMP includes four major elements:

Commitment & Policy: The management will strive to provide and implement the

Environmental Management Plan that incorporates all issues related to air, water, land and

noise.

Planning: This includes identification of environmental impacts, legal requirements and setting

environmental objectives.

Implementation: This comprises of resources available to the developers, accountability of

contractors, training of operational staff associated with environmental control facilities and

documentation of measures to be taken.

Measurement & Evaluation: This includes monitoring, counteractive actions and record

keeping.

It is suggested that as part of the EMP, a monitoring committee would be formed comprising of the site

in-charge/coordinator, environmental group representative and project implementation team



32

representative. The committee‟s role would be to ensure proper operation and management of the EMP

including the regulatory compliance.

The components of the environmental management plan, potential impacts arising, out of the project

and remediation measures are summarized below in Table 13.



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TABLE 13: SUMMARY OF POTENTIAL IMPACTS AND REMEDIAL MEASURES

S. No.

Environmental components

Potential Impacts

Potential Source of Impact

Controls Through EMP & Design

Impact Evaluation

Remedial Measures

1. Ground Water Quality

Ground Water Contamination

Construction Phase Waste water

generated from temporary labor tents.

Waste water will be managed to achieve zero discharge and to maintain hygienic condition at site

No significant impact as majority of labors would be locally deployed

Waste water arising from the project is to be disposed conforming to Delhi pollution Control Committee Norms

Operation Phase Discharge from

the project site

No untreated water will be discharged outside project site

No negative impact on ground water quality envisaged.

STP will be installed to manage waste water Treated water will be

recycled and re-used for flushing, horticulture & HVAC cooling

2. Ground Water Quantity

Ground Water Depletion

Construction Phase No impact as

ground water will not be used

No water ponding will be allowed at site

No impact Water will be taken from Okhla CSTP & through DJB tankers.

Operation Phase No impact, as

ground water will not be used. Water will be provided by Delhi Jal Board

Water management will be practiced to conserve water

No Impact Using water efficiently Re-cycle & Re-use of

water Use of Water Efficient

fixtures like flow regulators & dual flushing cisterns Provision of RWH pits

to collect rain water for ground water recharge.

3. Surface Water Quality

Surface water contamination

Construction Phase Surface runoff

from site during

Water & waste water management will be carried out at the site

Measures will be taken to restrict the run-off from

Silt traps and diversion ditches will be constructed to control surface run-off



34

construction activity.

to control water pollution

site. during site development Curing will be done by

spraying water to reduce run-off

Operation Phase Discharge from

Project Site

No untreated water will be discharged outside project site

No negative impact on ground water quality envisaged.

Treated water will be recycled and re-used for flushing, horticulture & HVAC cooling

4. Air Quality Dust Emissions (PM)

Construction Phase Construction

activities Vehicular

movement

Suitable control measures will be adopted for reducing the PM level in the air as per air pollution control plan.

Dust generation will be temporary and will settle fast due to dust suppression techniques. Impact will be restricted to small area.

Water sprinklers will be provided Regular sweeping of

construction site Construction material &

debris carrying vehicles will be covered.

SO2, NO2 and CO

Construction Phase Vehicular exhaust Running D.G. set

(back up)

Rapid on-site construction

Impact will be for short duration

Regular monitoring of emissions and control measures will be taken to reduce the emission levels. Use of low sulfur diesel Regular maintenance and

servicing of vehicles. Emissions of

PM, SO2, NOx and CO

Operation Phase Vehicular

movement Vehicular exhaust Running D.G. set

(back up)

Suitable control measures will be adopted for reducing emissions

Not significant. Regular monitoring of air quality will be carried out to maintain air quality

Stack height of DG as per CPCB standards Use of low sulfur diesel Traffic management Providing Footpath Developing Green belt All vehicles will carry

PUC



35

5. Noise Environment

Construction phase Construction

Activities Operation of

Machinery Operation of

DG sets

Noise Management by adopting suitable measures.

Impact will be temporary and will be restricted to small area.

Provision of Noise shields DG sets will be provided

with acoustic enclosures Construction activities

involving high level noise generation will be restricted to day time Provision of ear muffs to

workers Traffic Management at

site to prevent honking Use of machinery of

modern make, meeting the noise standards

Operation Phase Noise from

vehicular movement

Noise from DG set operation

Noise Management by adopting suitable measures

Not Significant. Development of green belt DG sets will be provided

with acoustic enclosure DG sets will be placed in

a room to reduce noise level Proper traffic

management & circulation. Honking will be

prohibited in the premises All vehicles will carry

PUC



36

6. Land Environment

Soil contamination

Construction Phase Disposal of

construction debris

Spillage of oil or paints

Excavation of soil

By controlling soil erosion and maintaining soil quality by periodic soil quality monitoring

No significant impact. Impact will be restricted to project site

Construction debris will be used for leveling or will be sent to landfill for disposal Proper work

management to avoid spillage Excavated soil will be

re-used for landscaping in project area. Silt traps and dykes will

be develop Operation Phase

Municipal solid waste

Used oil from

D.G. set

Solid waste management as per MSW Rules, 2000.

Since solid waste is handled by the authorized agency, waste dumping will not be practiced thus impact is not significant. Negligible impact.

MSW Management Rules, 2000 by the authorized agency. Used oil generated will

be disposed as per norms to authorized vendors

7. Biological Environment

Displacement of Flora and Fauna on site

Construction Phase Site

Development during construction

Important species of trees, if any, will be identified and marked and will be merged with landscape plan

No significant vegetation exist at project site so no tree felling involved.

No clearing of trees



37

Operation Phase Site

Development

Development of Green Belt

Positive Impact Green belt will be developed along periphery Avenue plantation will

be carried out Proper after care &

maintenance will be done 8. Socio-

Economic Environment

Population displacement

Construction Phase Construction

activities may lead to temporary relocation

Generation of employment for local people especially labor

Positive Impact Generation of employment for skilled, unskilled and semiskilled people Development of an area

due to improved infrastructure Employment preferably

to be given to local people Operation Phase

Site operation Generation of employment for skilled, unskilled & semi-skilled people in the hospital Betterment of Health Care Facility in the area

Positive impact

9. Traffic Pattern

Increase in traffic

Construction Phase Import of

construction material at site

Export of construction debris from project site

Proper Traffic Management & circulation

Impact will only be for short time (construction phase)

Provision of adequate parking space Proper traffic circulation

system at site Proper signage system Restrict hours of

material transport

Operation Phase Proper Traffic Not Significant Provision of adequate



38

Vehicles of staff, visitors & out-patients

Management & circulation

as project site is well connected via network of roads

parking space Proper traffic circulation

system at site Informatory & directive

Sign boards will be provided Provision of pedestrian

path to encourage parking



39

10.2 ENVIRONMENT MANAGEMENT PLAN

An Environmental Management Plan (EMP) will be required to mitigate the predicted adverse

environmental impacts during construction and operation phase of the project and these are

discussed in later subsections.

10.2.1 EMP for Air Environment

Construction Phase

To mitigate the impacts of PM during the construction phase of the project, the following

measures are recommended for implementation:

A dust control plan

Procedural changes to construction activities

Dust Control Plan

Most cost-effective dust suppressant is water and water is easily available on construction

site. Water can be sprinkled using water trucks, handled sprayers and automatic sprinkler

systems. Furthermore, incoming loads could be covered to avoid loss of material in

transport, especially if material is transported off-site.

Procedural Changes to Construction Activities

Idle time reduction: Construction equipment is commonly left idle while the operators

are on break or waiting for the completion of another task. Emission from idle equipment

tends to be high, since catalytic converters cools down, thus reducing the efficiency of

hydrocarbon and carbon monoxide oxidation. Existing idle control technologies

comprises of power saving mode, which automatically off the engine at preset time and

reduces emissions, without intervention from the operators.

Improved Maintenance: Significant emission reductions can be achieved through

regular equipment maintenance. Contractors will be asked to provide maintenance

records for their fleet as part of the contract bid, and at regular intervals throughout the

life of the contract. Incentive provisions will be established to encourage contractors to

comply with regular maintenance requirements.

Reduction of On-Site Construction Time: Rapid on-site construction would reduce the

duration of traffic interference and therefore, will reduce emissions from traffic delay.



40

Operation Phase

To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational

phase of the Project, following measures are recommended for implementation:

DG set emission control measures

Vehicular emission controls and alternatives

Greenbelt development

Diesel Generator Set Emission Control Measures

Adequate stack height will be provided to disperse the air pollutants generated from the

operation of DG set to dilute the pollutants concentration within the immediate vicinity.

Hence no additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives

Vehicles will be generally having “PUC” certificate. Adequate parking will be provided

to accommodate vehicles. Proper traffic management and circulation will be practiced.

Adequate signage will be provided. Footpaths and pedestrian ways would be provided at

the site to encourage non-polluting methods of transportation. Car-pooling will be

encouraged to reduce traffic & air emission load

Greenbelt Development

Thick green belt will be provided along periphery wherever feasible. This will act as

buffer to control noise & emission levels. Avenue plantation will also be provided along

with organized greens at the site. Both tolerant & resistant species will be provided to

maintain air quality.

10.2.2 EMP FOR NOISE ENVIRONMENT

Construction Phase

Measures will be taken to reduce noise levels at the project site. They are as follows:

1) Time of Operation: Construction activities involving generation of high noise level will

be restricted to day hours

2) Job Rotation and Hearing Protection: Workers employed in high noise areas will be

employed on shift basis. Hearing protection such as earplugs/muffs will be provided to

those working very close to the noise generating machinery.

3) Provision of noise shields in high level noise generation area



41

4) DG sets will be equipped with acoustic enclosure

5) Regular monitoring of noise level at the site

6) Usage of machinery of modern make which comply with noise level generation standards

Operation Phase

To mitigate impacts of noise during operational phase following measures will be adopted

1) DG set room will be provided with acoustic enclosure to have minimum 25 dB(A)

insertion loss or for meeting the ambient noise standard whichever is on higher side as

per E (P) Act, GSR 371 (E) and its amendments

2) Green belt will be developed along periphery wherever feasible. This will act as noise

buffer

3) Honking will be prohibited within premises

4) Shall restrict speed of vehicles within project site

5) All vehicles will carry PUC

10.2.3 EMP FOR WATER ENVIRONMENT

Construction Phase

To prevent degradation and to maintain the quality of the water source, adequate control

measures have been proposed. To check the surface run-off as well as uncontrolled flow of water

into any water body check dams with silt basins are proposed. Following management measures

are suggested to protect the water source being polluted during the construction phase:

Avoid excavation during monsoon season

Care would be taken to avoid soil erosion

Common toilets will be constructed on site during construction phase and the waste

water arising from the project is to be disposed conforming to Delhi pollution Control

Committee Norms.

Any area with loose debris within the site will be planted

To prevent surface and ground water contamination by oil and grease, leak-proof

containers would be used for storage and transportation of oil and grease.



42

Floors of oil and grease handling area would be kept effectively impervious. Any

wash off from the oil and grease handling area or workshop will be drained through

imperious drains

Proper drainage will be provided for storm water management

Water will be sprayed for curing to reduce run-off

All stacking and loading area will be provided with proper garland drains, equipped

with baffles, to prevent run off from the site, to enter into any water body.

Operation Phase

During operation phase of the project, water conservation and development measures will be

taken, including all possible potential for rain water harvesting. Following measures will be

adopted:

Water source development.

Minimizing water consumption.

Recycle & Re-use of water

Water Source Development

Water source development shall be practiced by installation of scientifically designed Rain

Water Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an

appreciation for water as a resource.

Minimizing Water Consumption

Water will be used efficiently. Water conservation fixtures like Dual flow cistern, flow

regulators etc. will be used to reduce water demand.

Awareness regarding water conservation will be created by placing notices near water

areas.

Proper leak detection system

Usage of pruning water will be avoided for cleaning and horticulture purpose

Usage of treated water to meet flushing and secondary water demand

Drip-irrigation system & low angle sprinklers will be used for horticulture purpose

Recycle & Re-use of water

To promote reuse of waste water and development of closed loop system for waste water

segregation. Two wastewater schemes are suggested, namely:



43

1) Storm Water Harvest: To augment ground water level

2) Waste water recycling.: To meet flushing, landscaping & HVAC cooling demand

Waste Water Treatment Scheme


Sewage will be treated in STP of capacity 110 KLD and effluent from lab will be treated in ETP

of capacity 15 KLD. 88 KLD of treated water from STP will be used for flushing, horticulture &

HVAC cooling, whereas 12 KLD of treated water from ETP will be used for HVAC cooling

only.

Storm Water Management

Most of the storm water produced on site will be harvested for ground water recharge. Thus

proper management of this resource is a must to ensure that it is free from contamination.

Contamination of Storm Water is possible from the following sources:

Diesel and oil spills in the diesel power generator and fuel storage area

Waste spills in the solid waste storage area

Oil spills and leaks in vehicle parking lots

Silts from soil erosion in gardens

A detailed storm water management plan will be developed which will consider the possible

impacts from above sources. The plan will incorporate best management practices which will

include following:

Regular inspection and cleaning of storm drains

Clarifiers or oil/separators will be installed in all the parking areas. Oil / grease separators

installed around parking areas and garages will be sized according to peak flow

guidelines. Both clarifiers and oil/water separators will be periodically pumped in order

to keep discharges within limits

Covered waste storage areas

Avoid application of pesticides and herbicides before wet season

Secondary containment and dykes in fuel/oil storage facilities

Conducting routine inspection to ensure cleanliness

Provision of slit traps in storm water drains

Good housekeeping in the above areas



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10.2.4 EMP FOR LAND ENVIRONMENT

Construction Phase

Waste generated from construction activity includes construction debris, biomass from land

clearing activities, waste from the temporary make shift tents for the labors and hazardous waste.

Following section discuss the management of each type of waste. Besides waste generation,

management of the topsoil is an important area for which management measures are required.

Construction Debris

Construction debris is bulky and heavy and re-utilization and recycling is an important strategy

for management of such waste. As concrete and masonry constitute the majority of waste

generated, recycling of this waste by conversion to aggregate can offer benefits of reduced

landfill space and reduced extraction of raw material for new construction activity. This is

particularly applicable to the project site as the construction is to be completed in a phased

manner.

Metal scrap from structural steel, piping, concrete reinforcement and sheet metal work will be

removed from the site by construction contractors. Recyclable wastes such as plastics, glass fiber

insulation, roofing etc. will be sold to recyclers.

Hazardous waste

Construction sites are sources of many toxic substances such as paints, solvents wood

preservatives, pesticides, adhesives and sealants. Hazardous waste generated during construction

phase will be stored in sealed containers and disposed off as per The Hazardous Wastes

(Management, Handling & Trans-boundary Movement) Rules, 2008.

Some management practices to be developed are:

Herbicides and pesticide will not be over applied (small-scale applications) and not

applied prior to rain

Paintbrushes and equipment for water and oil based paints will be cleaned within a

contained area and will not be allowed to contaminate site soils, water courses or

drainage systems

Provision of adequate hazardous waste storage facilities. Hazardous waste collection

containers will be located as per safety norms and designated hazardous waste

storage areas will be away from storm drains or watercourses



45

Segregation of potentially hazardous waste from non-hazardous construction site

debris

Well labeled all hazardous waste containers with the waste being stored and the date

of generation

Instruct employees and subcontractors in identification of hazardous and solid waste

Even with careful management, some of these substances are released into air, soil and water and

many are hazardous to workers. With these reasons, the best choice is to avoid their use as much

as possible by using low-toxicity substitutes and low VOC (Volatile Organic Compound)

materials.

Waste from Temporary Makes Shift Tents for Labors

Domestic waste generated by labor mainly comprise of household domestic waste, which will be

managed by the contractor of the site. Wastewater generated will be treated in septic tank & soak

pits.

Top Soil Management

To minimize disruption of soil and for conservation of top soil, contractor will keep the top soil

cover separately and stockpile it. After the construction activity is over, top soil will be utilized

for landscaping activity. Other measures, which would be followed to prevent soil erosion and

contamination include:

Maximize use of organic fertilizer for landscaping and green belt development

To prevent soil contamination by oil/grease, leaf proof containers would be used for

storage and transportation of oil/grease and wash off from the oil/grease handling area

will be drained through impervious drains and treated appropriately before disposal

Removal of as little vegetation as possible during the development and re-vegetation of

bare areas after the project.

Working in a small area at a point of time (phase wise construction)

Construction of erosion prevention troughs/berms.

Operational Phase

Philosophy of solid waste management at the project site will be to encouraging the four R‟s of

waste i.e. Reduction, Reuse, Recycling and Recovery (materials & energy). Environmental



46

Management Plan for the solid waste focuses on three major components during the life cycle of

the waste management system i.e., collection and transportation, treatment or disposal and

closure and post-closure care of treatment/disposal facility.

Waste Management

During the collection stage, solid waste of the project will be segregated into

biodegradable waste and non-biodegradable. Biodegradable waste and non

biodegradable waste will be collected in separate bins. Biodegradable waste will be

converted to manure by organic convertor. Recyclable wastes will be sent off to

government authorized agencies. Proper guidelines for segregation, collection and

storage will be prepared as per MSW Rules, 2000.

To minimize littering and odour, waste will be stored in well-designed containers/ bins

that will be located at strategic locations to minimize disturbance in traffic flow

Care would be taken such that the collection vehicles are well maintained and generate

minimum noise and emissions. During transportation of the waste, it will be covered to

avoid littering.

E-waste will be collected & will be sold to authorized vendors

10.2.5 EMP FOR ECOLOGICAL ENVIRONMENT

Construction Stage

Restriction of construction activities to defined project site

No trees will be cut for construction purpose

Along with the construction work, peripheral green belt would be developed with

suggested native plant species

Operation Stage

Total area measuring 1966.82 m2 i.e. 31.13 % of the plot area is proposed to be put under green

cover. Evergreen trees, ornamental trees, ornamental shrubs have been proposed to be planted

inside the premises. Only native species will be planted. Proper aftercare and monitoring of

developed green area will be done. Trees proposed to be planted are given in Table 14.



47

Table 14: List of Trees to be planted



















Green Belt Development Plan

The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size

with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the

proper nutritional balance and nourishment of the sapling. It is also recommended that the

plantation has to be taken up randomly and the landscaping aspects would be taken into

consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m

height) are proposed for the green belt. In addition creepers will be planted along the boundary

wall to enhance its insulation capacity.



48

Parks and gardens maintained for recreational and ornamental purposes will not only improve

the quality of existing ecology at the project site but also will improve the aesthetic value

For Avenue plantation trees shall have following characteristics:

Trees with branching at 7 feet and above

Trees with medium spreading branches to avoid obstruction to the traffic

Fruit trees to shall not be provided.

Selection of Plant Species for Green Belt Development

Selection of plant species for the development depends on various factors such as climate,

elevation and soil. The plants would exhibit the following desirable characteristics in order to be

selected for plantation

1. Species shall be fast growing and providing optimum penetrability

2. Species shall be wind-firm and deep rooted

3. Green belt will be developed

4. Indigenous and locally available species will be planted

5. Species tolerance to air pollutants like SO2 and NO2 shall be preferred

6. Trees/Plants with ability to withstand conditions like inundation and drought

7. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

8. Attractive appearance with good flowering.

9. Sustainable green cover with minimal maintenance.

10.2.6 EMP for Socio-Economic Environment

Construction Stage:

1) Generation of employment for people of local area

2) Employment will be provided to unskilled, skilled and semi-skilled people

3) Construction activity may also lead to generation of indirect temporary employment like

tea-stalls, dhabas etc.

4) Development of employment options like maintenance workers, food related jobs,

chemist within the project site and outside.

5) Development of roads, sewerage facility, water supply by government due to increased

influx of visitors in this area.



49

6) Air & noise pollution management measures will be taken to prevent any disturbance to

society

Operation Stage:

1) High living standard facility with all modern facilities at affordable price

2) Employment will be provided to some extent to local people as domestic help & security

maintenance.

3) Development of project will accompany development of new infrastructure and

maintenance of existing.

4) Green belt developed will increase aesthetic value of the place

10.2.7 EMP FOR ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy

demand and supply.

Energy Saving Measures

1. Provision of AAC block for filler walls and partition walls: It provides insulation thus

prevents heat exchange from building & reduce heating & cooling loads. It is a light

weight material thus easy to transport saves fuel & thus reduces emission.

2. E-glass to be used for curtain & window glazing for minimizing radiation.

3. False ceiling for reducing A.C loading & Calcium silicate tiles will be used for false

ceiling which has excellent insulation properties with thermal conductivity of

0.043/W/M0K

Supply Energy Conservation Demand

Use energy efficient appliances Using energy efficient building

material

Reduce consumption



50

4. FRP (fiber reinforced plastic) doors have been used for wet areas thus minimum usage of

wood. FRP is low embodied energy product, light weighted, low maintenance requiring

& longer life.

5. Low VOC content paint used for wall finishes & door finishes.

6. Thermal insulation layering under deck to the roof terrace.

7. Use of ACP cladding for external finish will improve thermal insulation.

8. Solar heating system for Hot water.

9. Provision of Solar lights for lightning on streets & common areas.

10. Use of PPR & CPVC pipes.

11. Venetian blinds for protection from direct Sun.

12. Energy efficient florescent lamp, T-5 lamps, CFL will be used for internal lightning

within the project site

13. 50 % external light can be switched „off‟ after 11 pm, when the movement is drastically

reduced.

10.3 ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For effective and consistent functioning of the project, an Environmental Management system

(EMS) would be established at the site. EMS would include the following:

An Environmental management cell.

Environmental Monitoring.

Personnel Training.

Regular Environmental audits and Correction measures.

Documentation – standards operation procedures Environmental Management Plan

and other records.

10.3.1 Environmental Management Cell

Apart from having an Environmental Management Plan, it is also proposed to have a permanent

organizational set up charged with the task of ensuring its effective implementation of mitigation

measures and to conduct environmental monitoring. Duties and responsibilities of Environmental

Management Cell will be as given below:

To implement the environmental management plan.



51

To assure regulatory compliance with all relevant rules and regulations.

To ensure regular operation and maintenance of pollution control devices.

To minimize environmental impact of operations as by strict adherence to the EMP.

To initiate environmental monitoring as per approved schedule.

Review and interpretation of monitored results and corrective measures in case monitored

results are above the specified limit.

Maintain documentation of good environmental practices and applicable environmental

laws for a ready reference.

Maintain environmental related records.

Coordination with regulatory agencies, external consultants, monitoring laboratories.

Maintenance of log of public complaints and the action taken.

Hierarchical Structure of Environmental Management Cell

The hierarchical structure of suggested Environmental Management Cell is given in following

Figure 4.

Figure 4: Environment Management Cell Structure

10.3.2 Environmental Management Budget

Implementation cost for environmental management plan during operation & construction phase

of the project is given below in Tables 15 & 16 below.

Corporate Environmental Division

Site Manager Rep from Corporate Planning group

Site Environmental Coordinator

Waste water Treatment Plant Operator Greenbelt Dev. Incharge



52

Table 15: EMP budget for Construction Phase

S. No. Activity Capital Cost (Lacs)

Annual Recurring Cost (Lacs)

1. Health & safety of Workers (PPE, safety officers etc)

1.5 3.6

2. Environmental Monitoring 1.04 2.08

3. Septic Tank & Soak Pit 2.5 0.5

Total 5.04 6.18

Table 16: EMP budget for Operational Phase S. No. Activity Capacity/

Area/Nos./parameters Capital Cost (Lacs)


1. STP & ETP 110 KLD & 15 KLD 50.00 10.0

2. Landscaping & planting trees

1966.82 sq m & 88 Nos. of Trees to be planted along with grass & planters

20.00 2.5

3. Solid waste Management

519+130 Kg/day (Municipal & Bio-medical waste )

5.5 5.0

4. RWH Pit Installation

2 Nos. 8.0 0.8

5. Energy Saving 2.1% using efficient lightning 4.0 0.6

6. Environmental Monitoring*

Air, Water, Soil & Noise 1.6 3.2

Total 89.1 22.1

* Environment monitoring to be carried out twice in year so recurring cost per annum is double that of onetime cost of environmental monitoring.

10.3.3 Environmental Monitoring

Purpose of environmental monitoring is to evaluate the effectiveness of implementation of

Environmental Management Plan (EMP) by periodic monitoring. Important environmental

parameters within the impact area are selected so that any adverse affects are detected and time

action can be taken. Project proponent will monitor ambient air Quality, Ground Water Quality

and Quantity, and Soil Quality in accordance with an approved monitoring schedule.



53

Table 17: Environment Monitoring Program

S.

No.

Type Locations Parameters Period and Frequency

1. Ambient Air

Quality

Project Site Criteria Pollutants:

SO2, NO2, PM10 &

PM2.5

Twice in a Year as per

EIA Notification 2006

2. Groundwater

(Portability

testing)

Project site Drinking water

parameters as per IS

10500.



3. Ambient Noise Project site dB (A) levels Twice in a Year as per

EIA Notification 2006.

4. Soil quality Project site Organic matter, C.H.,

N, Alkalinity, Acidity,

heavy metals and trace

metal, Alkalinity,

Acidity.



5. Waste

Characterization

Hospital Physical and Chemical

composition

Daily

6. Treated water Outlet of

STP

BOD, MPN, colioform

count, etc.

Daily

10.3.4 Awareness and Training

Awareness campaigns for energy conservation, water conservation, cleanliness & disaster

management will be organized for staff & contractors.

10.3.5 Environmental Audits and Corrective Action Plans

To assess whether the implemented EMP is adequate, periodic environmental audits will be

conducted by the project proponent‟s Environmental division. These audits will be followed by

Correction Action Plan (CAP) to correct various issues identified during the audits.

Conceptual Plan

100 Bedded Project


Project Proponent:



100 Beded Hospital At KL-Block, Sarita Vihar, Delhi CONCEPTUAL PLAN


CONTENTS

SI. NO. DESCRIPTION PAGE NO.

1.0 Introduction 1

1.1 Site Location & Surroundings 2

1.2 Connectivity 3

1.3 Area Statement 4

1.4 Estimated Population 4

1.5 Project Cost 4

1.6 Water Requirement 4

1.7 Rain Water Harvesting 9

1.8 Vehicle Parking Facilities 10

1.9 Power Requirement 11

1.10 Solid Waste Generation & Management 11

1.11 Green Area 14

1.12 Materials used for Construction & Their U values 15

1.13 List of Machinery used during construction 15

100 Bedded Hospital At KL-Block, Sarita Vihar, Delhi CONCEPTUAL PLAN


1.0 INTRODUCTION

Directorate of Health Services (DHS) is a major government agency related to health care

delivery in Delhi. It is the largest department under Department of Health and Family Welfare,

Govt. of NCT of Delhi and provides health services at primary & secondary level to the citizens

of Delhi through various types of health outlets, spread all over Delhi viz. Dispensaries and

Health Centers, School Health Clinics and Mobile Health Clinics.

This Directorate not only actively participates in delivery of health care facilities but also

coordinates with other Govt. and Non Government Organizations for health related activities for

the improvement of health of citizens of Delhi. DHS is instrumental in coordination and

implementation of various national and state health programs.

To cope up with the situation regarding need of health outlets, many more health outlets are

being added to existing ones from time to time to meet the health needs and thus has proposed to

develop a “New 100 Bedded Hospital” at KL-Block, Sarita Vihar, Delhi. There are in total 39

hospitals under DHS and the proposed hospital would be an addition to the Health care services

provided by DHS. Organizational chart of DHS is given in Figure 1 below:

Figure 1: Organizational Chart of DHS



Features of the project are:

1. In-patient services: 100 bedded (10 floating beds)

2. Out-patient & ambulance services

3. Operation Theatre, labor room, Central Sterile Service Department (CSSD) & Diagnostic

services

4. Help desk & Medical record Department

5. Waste water Treatment Facility

6. Rain Water Harvesting Facility

1.1 SITE LOCATION AND SURROUNDINGS

Proposed project site is located at KL-Block, Sarita Vihar, Delhi. Geographical co-ordinates of

the project site are 28°32.254'N & 77°17.869'E. Land has been allotted by Delhi Development

Authority on lease for development of hospital to Directorate of Health Services. Land

documents are attached as Annexure I. Google image showing location of project site & its

surroundings within 500 m, 2 km and 10 km are attached as Annexure II (a, b &c) respectively.

Site plan for the site is attached as Annexure III. Surroundings of the project site are given in

Table 1 below:

Table 1: Surroundings of Project Site

Near-by Residential Area Madanpur Khadar Village (300 m, SE)

Village Saidabad (1.2 km, SW)

Jasola (400m, N)

Shaheen Bagh (700 m, NE)

Nearest City New Delhi (12.0 km, NNW)

Nearest Industrial Area Okhla Industrial Area (1.6 km, W)

Nearest School Meer public School (1.7 km, S)

Nearest College Asia Pacific Institute of Management (500 m, NW)

Rai University (2.0 km, SW)

Nearest Hospital Delhi ENT Hospital (500 m, NW)

Apollo Hospital (1.4 km, NW)

Near-by Common Facilities Okhla STP (1.2 km, NNE)



Near-by Recreational facilities Jasola District park (1.0 km, NE)

Kalindikunj Park (1.4 km, NE)

Sarita Vihar District Plan (1.2 km, SW)

Near-by Water Body River Yamuna (1.6 km, NE)

Drain (500m, E)

1.2 CONNECTIVITY

Project site is accessible and is well connected via network of rail & road. Local roads connect

project site to NH-2 which is at 1.3 km in west direction from project site. Nearest Railway

Station are Okhla Railway station and Tuglakabad Railway station at distance of 4.0 km, in NW

direction & 3.7 km in SW direction from project site respectively. Site is also well connected by

Metro Rail. Jasola metro station is at 1.4 km in WNW direction. Indira Gandhi International

Airport is at 20 km in West direction from project site.

1.3 AREA STATEMENT

Total plot area for development of proposed project is 6318.72 sq m. Statement of area detailing

the propose development is given below in Table 2 below:

Table 2: Area Statement

S. No.

Particulars Area (m2)

1. Total Plot Area 6318.72 2. Permissible ground Coverage (30% of plot area) 1895.4 3. Proposed Ground Coverage (29.6% of plot area) 1869.21 4. Permissible FAR (200% of plot area) 12637.44 5. Proposed FAR (199.07% of plot area) 12578.89 6. Non-FAR Area at Floors 1622.96 7. Services 62.87 8. Stilt 247.09 9. Basement

Basement 1 Basement 2

7926.06 3963.03 3963.03

10. Built-up Area 22437.87 11. Open Parking Area 253.00 12. Landscape Area (31.13%) 1966.82 13. Height of the building 29.865 m

*FAR = Floor Area Ratio



1.4 ESTIMATED POPULATION

Estimated population at project site is 2285 including patients, staff and visitors. Details of

population are given below in Table 3.

Table 3 Estimated Population for project

S. No. Category Nos./Capacity 1. In-patient 110 2. Out-Patient/Visitors 2000 3. Staff (Administration & Medical) 100 4. Security & Misc. Staff 35 5. Guest 40

Total 2285

1.5 PROJECT COST

Total cost of the project including land & development cost is INR 77.89 Crores (INR

77,89,35,052). Land cost for the project is INR 1,14, 27,178 and development cost for the project

is INR 76,75,07,874

1.6 WATER REQUIREMENT

During construction phase water supply will be taken from Okhla CSTP. During operation

phase, water will be taken from Delhi Jal Board. Total water requirement is approx. 218 KLD,

out of which domestic water requirement is 79.0 KLD. Fresh water requirement for the project is

approx. 118.0 KLD. Daily water requirement calculation is given below in Table 4 (a) & (b):

Table 4 (a): Calculations for Daily Water Demand

S.

No. Category Capacity Per capita Req.

(LPCD)

Water

Requirement

(KLD)

Fresh

Water

Demand

Recycled

water

Demand

A Domestic

1

In-patient

110

(100+10) 340 37.4 26.4 11.0

2 Out-patient/Visitors 2000 15 30.0 12.0 18.0

3 Staff 135 45 6.1 2.7 3.4

4 Guest 40 135 5.4 3.6 1.8



Total Domestic water Req. (1+2+3+4)

78.9

Say 79.0

44.7

Say 45.0

34.18

Say 34.0

B Pathology -- -- 15 15 --

C CSSD -- -- 5 5 --

D Mortuary -- -- 15 15 --

E Landscape 0.49 Acres 25 KLD/Acres 12 -- 12

F HVAC Cooling* 550 Tr 7 l/Tr/hr 92 38 54

Total Water Requirement (A+B+C+D+E+F) 218 118 100

* HVAC Operational for 24 hours

Table 4 (b): Wastewater Calculations

Category Quantity (KLD)

Sewage Generated (100% flushing, CSSD &

Mortuary + 80% other domestic water

requirement)

90.0

Effluent from pathology laboratory 12.0

Capacity of STP 110

Capacity of ETP 15

Recovered Water from STP (98% of Waste

Water)

Flushing

Landscaping

HVAC Cooling

88.0

34.0

12.0

42.0

Recovered Water from ETP (@98%)

HVAC Cooling

~12.0

12.0

Water balance diagram for dry & monsoon season are given below in Figure 2 (a) & (b):

Wastewater Generation & Treatment


Sewage will be treated in STP of capacity 110 KLD and effluent from lab will be treated in ETP

of capacity 15 KLD. About 88 KLD of treated water from STP will be used for flushing,

horticulture & HVAC cooling, whereas 12 KLD of treated water from ETP will be used for



Recycled Water

Fresh Water For Drinking, Bathing,






45 KLD



CSSD (5.0KLD)


12.0 KLD Landscape (12.0 KLD)

42.0 KLD

Mortuary (15.0 KLD)

HVAC (92.0 KLD)

15.0 KLD

5.0 KLD

15.0 KLD

38.0 KLD

@ 80%

@ 100%

@ 100%

@ 100%



12.0 KLD

@ 80%

HVAC cooling only. Dual plumbing plan showing location of STP, ETP, fresh water supply,

recycle water supply and wastewater drains is attached as Annexure IV. Detailed report on

Sewage & lab effluent treatment system is attached as Annexure V.

Figure 2 (a): Water Balance Diagram During Dry Season



Recycled Water

Fresh Water for Drinking, Bathing,






45 KLD



CSSD (5.0KLD)


54.0 KLD

Mortuary (15.0 KLD)

HVAC (92.0 KLD)

15.0 KLD

5.0 KLD

15.0 KLD

26.0 KLD

@ 80%

@ 100%

@ 100%

@ 100%



12.0 KLD

@ 80%

Figure 2 (b): Water Balance Diagram during Monsoon Season

1.7 RAIN WATER HARVESTING

Storm water harvesting system will be provided within the project site as per CPCB guideline on

Rainwater Harvesting & Artificial Ground water Recharge. Storm water from roof-top & surface

will be collected via storm water drainage network and will be led into recharge pits proposed to

be provided at various locations. Storm water drainage will be designed in line of existing



drainage pattern and considering the natural flow direction of water. First flushing system will be

provided to prevent water from first rain to enter the ground as it is believed to contain several

impurities. Rain water harvesting system is designed considering maximum peak hourly rainfall

(90 mm/hr). Thus pits are designed to capture the maximum possible rainfall which could occur.

De-silting chamber is provided with each RWH pit. Oil trap is provided to remove oil & grease,

if any in the storm water. Periodic cleaning & maintenance of RWH system will be done.

Calculation for storm water system designing is given in Table 5. Plan showing storm water

drainage & location of RWH pits and diagram of RWH pit are attached as Annexure VI a & b.

Schematic diagram of Rain Water Harvesting pit as per CGWB is given in Figure 3.

Table 5: Calculations for storm water load

S. No. Catchment

Area of

Catchment

(sq m)

Run-off

Coff.

Peak

Hourly

Rainfall

(m/hr)

Run-off

collected

(cu m)

1 Roof-Top 1869.21 0.9 0.09 151.4 2 Green area 1966.82 0.1 0.09 17.70 3 Paved Area 2482.69 0.7 0.09 156.41 Total Run-off 325.51

Taking Retention of 15 min, run-off load is 81.37

De-silting Chamber (2 X 1 X 2 m) 4.0

Size of RWH Pit (radius- 1.5m , depth 5 m) 35.325

Total Storage volume 39.325

No. of Pits Required 2.06

Total 2 Nos. of Rain Water Harvesting pits are being proposed for artificial rain water recharge

within the project premises. RCC pipes are also provided to carry storm water run-off from

RWH pits to municipal drain, if any.



Figure 3: Schematic Diagram of Rain Water Harvesting Pit

1.8 VEHICLE PARKING FACILITIES

Adequate parking is provided to accommodate the expected vehicles during operation phase of

the project. Parking is provided in accordance to Delhi Development Authority norms.

Parking Required:

As per building development bye-laws of Delhi Development Authority (DDA), parking

requirement for hospitals is 2 ECS/100 sq. m. of floor area. FAR proposed for project is

12578.89 sq m. thus parking required is 252 ECS. Parking provided is given below in Table 6.

Table 6: Parking Provided

S. No. Parking Total Area (sq. m.)

Parking Area for four

wheelers (sq. m.)

Area per ECS (sq. m.)

No. of ECS

1. Basement 1 3963.03 2848.0 32 89 2. Basement 2(stack) 3963.03 2528.0

(2240+288) 32 149

3. Stilt 247.09 112.0 28 4 4. Open Parking 253.00 253.0 23 11

Total parking provided 253 ECS



Car parking of 253 ECS will be provided. Addition to this parking space of 135 sq. m. will be

provided in stilt for two wheelers parking. Car Parking & Traffic circulation Plan is attached as

Annexure VII a, b & c.

1.9 POWER REQUIREMENT

Maximum power demand for the project is calculated to be 1845 KW (2306.3 kVA). 2

transformers of capacity 1500 kVA are proposed to be provided. Power supply will be taken

from BSES. Electrical system is designed as per following standards:

National Building Code of India – 2005

National fire Codes 2000

Relevant Bureau of Indian Standard

Indian Electricity Supply Rules & Act

Details of D.G Sets

DG sets of total capacity 3030 kVA (3 X 1010 kVA) will be provided to provide uninterrupted

power supply during power failure. DG sets are open to air & will be provided with acoustic

enclosure. Power Load & DG set requirement calculation sheet is attached as Annexure VIII.

Site layout showing electrical substations & DG set location is attached as Annexure IX.

1.10 SOLID WASTE GENERATION AND MANAGEMENT

Solid waste would be generated both during construction as well as during operation phase. Solid

waste expected to be generated during construction phase will comprise of excavated materials,

used bags, bricks, concrete, MS rods, tiles, wood etc. Table 7 details the solid waste

management plan during construction phase

Table 7: Solid Waste Management during Construction Phase

S. No. Solid waste Solid waste Management 1. Waste materials like MS

Rods, bricks, concrete, broken tiles, wood pieces, cement bags etc.

Material would be segregated. Recyclable material will be sold to authorize dealers. Rest will be used within project site for filling & leveling purpose. Remaining will be sent for disposal through government authorized vendors. Cement bags will be used for road making.

2. Excavated Soil Top soil will be stored in covered areas and will be



later used for landscaping purpose. Remaining soil will be used for back filling & leveling of site. Un-used soil will be disposed off to designated side through authorized vendors on payment basis.

During operation phase, waste will comprise of both municipal & bio-medical waste as it is a

hospital project. Municipal waste will comprises of domestic & landscape waste Municipal

waste expected to generate from the project is estimated to be approx. 519 kg per day (@1.5 kg

for patients, 0.5 kg per capita per day for the guests, 0.15 kg per capita per day for the visitor,

0.25 kg per capita per day for the students & staff members, whereas 1 kg/acres/day is

considered for landscape wastes). Approx. 130 kg/day of bio-medical waste generation is

expected. Estimations for solid waste generation during operation phase are given in Table 8.

Approx 130 kg of Bio-medical waste is also expected to be generated as it is a hospital project.

Table 8: Calculation of Solid Waste Generation

S. No.

Category Capacity (Nos.)/Area Waste Generation

(Kg/day/capita)

Waste generated (kg/day)

1. Inpatients 110 1.5 kg/person 165.0 2. Outpatients/visitors 2000 0.15 kg/person 300.0 3. Staff 135 0.25 kg/person 33.75 4. Guests 40 0.5 kg/acre 20.0 5. Landscape Waste 0.486 acres 1 kg/acres 0.49

Total Municipal waste generation 519.24 Say 519 kg/day

Bio-Medical Waste (@255 of hospital waste) 129.8 Say 130.0 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))

Waste Segregation, Collection & Disposal

1. Different color bins will be provided in each section & floor for collection of different

type of waste. Three color bins will be provided in wards (green, red & blue) for

collection of food waste, medical waste like bandages, medicine covers, soiled waste

etc and sharps separately. Visual message for usage of different bins for different

purpose indicating its significance will be placed for awareness in all the sections. In



pathology lab, Operation Theater, mortuary, pathology lab, medicine room, plaster

room different color bins will be provided for collection of different waste as given

below in Table 9.

Table 9: Bio-medical Waste Collection System

Color Code Waste Category Treatment Yellow Human anatomical waste, animal waste,

Micro biology waste & bio-technology waste, soiled waste

Incineration Deep Burial

Red Microbiology & Biotechnology waste, soiled waste, solid waste (other than sharp)

Autoclave Microwaving Chemical treatment

Blue/White Waste Sharp Autoclave Microwaving Chemical treatment

Black Discarded medicines & Cytotoxic waste, Chemical waste

Chemically treated Disposal in secured landfill Returning back to vendors

2. Waste will be collected at common place regularly from the localized collection

points. Food waste, landscape waste & other municipal waste will be handed over to

Municipal Corporation, Delhi. STP sludge will be used as manure for landscape area.

3. Recyclable waste like plastics, paper, thermocol, glass etc will be collected & sold to

authorized vendors.

4. Bio-Medical waste along with ETP sludge will be collected in Bio-medical waste

storage room & will be handed over to authorized vendors for treatment & safe

disposal.

5. Trolleys with bins will be provided for transportation of bio-medical waste from

generation points to storage points to protect waste handler from direct exposure.

6. E-waste generated will be stored separately & will be sold to authorized vendors

periodically

1.11 GREEN AREA

Total area measuring 1966.82 m2 i.e. 31.13 % of the plot area is proposed to be put under green

cover. Evergreen trees, ornamental trees & shrubs have been proposed to be planted inside the

premises. Proper aftercare and monitoring of developed green belt will be done. Trees to be



planted are given in Table 10. Green belt development plan is attached as Annexure X. Total 88

Nos. of trees are proposed to be planted along with grass, creepers & planters.

Table 10: Trees to be planted



















1.12 MATERIALS USED FOR CONSTRUCTION

Table 11 below lists the construction material

Table 11: List of Construction Materials

S. No. Type of Construction 1. Walls:

a Brick: (Fly-ash bricks-Fal G) b Plastered both side - 114 mm c Plastrered both sides -228 mm d Autoclaved Aerated Concrete blocks-230 mm (AAC blocks) e Autoclaved Aerated Concrete blocks-150 mm (AAC blocks)



f Tiles or slates on Boarding and felt with plaster ceiling 2. Roofs Flat:

a Reinforced Concrete slab, 120 mm, secreed 120 mm= brick coba and thermal insulation layer underneath roof slab

3. Floors: a Concrete on stilt floor hardcore fill b Vitrified /Ceramic tile finish c Kota stone /Granite

4. Windows: Aluminum 5. Exposure all sides 6. Single glazing using e-glass

LIST OF MACHINERY USED DURING CONSTRUCTION

Dumper

Concrete mixer with hopper

Excavator

Concrete Batching Plant

Cranes

Road roller

Bulldozer

Tower Cranes

Hoist

Labor Lifts

Concrete pressure pumps

Mobile transit mixer

LIST OF ANNEXURE

ANNEXURE NO. ANNEXURE ANNEXURE I Land documents ANNEXURE II a Google map showing location of project site & surroundings

within 500 m ANNEXURE II b Google map showing location of project site & surroundings

within 2 km

ANNEXURE II c Google map showing location of project site & surroundings within 10 km

ANNEXURE III Site Plan ANNEXURE IV Dual plumbing layout ANNEXURE V Detailed report on sewage & lab effluent treatment ANNEXURE VI a Storm water drainage plan and location of RWH Pits ANNEXURE VI b Diagram of rain water harvesting pits ANNEXURE VII a Surface parking & traffic circulation plan ANNEXURE VII b Basement 1 parking & traffic circulation plan ANNEXURE VII c Basement 2 parking & traffic circulation plan ANNEXURE VIII Power load & DG set requirement calculation ANNEXURE IX Site layout showing electrical substation & DG set location ANNEXURE X Green Belt Development Plan ANNEXURE XI a Elevation Plan ANNEXURE XI b Section ANNEXURE XII a Fire fighting plan-site layout ANNEXURE XII b Fire fighting plan-basement 1 ANNEXURE XII c Fire fighting plan-basement 2 ANNEXURE XII d Fire evacuation plan ANNEXURE XIII a-h Floor & terrace plan ANNEXURE XIV Soil quality report ANNEXURE XV Ambient air quality report ANNEXURE XVI NOC from Fire Department ANNEXURE XVII DUAC Approval ANNEXURE XVIII Approval from Airport Authority of India ANNEXURE XIX Approval from MCD ANNEXURE XX Correspondence with DPCC ANNEXURE XXI Shortcoming reply submitted to DPCC

ANNEXURE I- LAND DOCUMENTS

ANNEXURE II A- GOOGLE MAP SHOWING PROJECT SITE AND SURROUNDINGS WITHIN 500 M

ANNEXURE II B- GOOGLE MAP SHOWING PROJECT SITE AND SURROUNDINGS WITHIN 2 KM

ANNEXURE II C- GOOGLE MAP SHOWING PROJECT SITE AND SURROUNDINGS WITHIN 10 KM

ANNEXURE III- SITE PLAN

ANNEXURE IV- DUAL PLUMBING PLAN

ANNEXURE V- SEWAGE & EFFLUENT

TREATMENT SCHEME

ANNEXURE IV- STORM WATER PLAN

ANNEXURE VII A-SURFACE PARKING & TRAFFIC CIRCULATION PLAN

ANNEXURE VII B- BASEMENT 1 PARKING & TRAFFIC CIRCULATION PLAN

ANNEXURE VII B- BASEMENT 2 PARKING & TRAFFIC CIRCULATION PLAN

ANNEXURE VIII- LOAD CALCULATIONS

Power Load & D.G. Sets Requirement Calculations

S. No. Description

Total Area in Sq. Feet

Total Nos. of

Equipment

Total Load

in KW

LOAD ON TRANSFORMER LOAD ON DG SETS

Total Load in

KW D.F. Maximum

Demand

Total Load

in KW

D.F. Maximum Demand

I. PART-A (HOSPITAL BLOCK-1)

1.0 SECOND BASEMENT:- 41619.68 i) Lighting Load 41619.68 0.002 83.24 0.7 58.3 83.24 0.7 58.3 ii) Power Load 41619.68 0.002 83.24 0.2 16.6 Total Load of Second Basement 74.9 58.3

2.0 FIRST BASEMENT:- 41210.8 i) Lighting Load 41210.8 0.002 82.42 0.9 74.2 82.42 0.9 74.2 ii) Power Load 41210.8 0.002 82.42 0.2 16.5 Total Load of First Basement 90.7 74.2

3.0 GROUND FLOOR:- 16430.52 i) Lighting Load 16430.52 0.002 32.86 0.9 29.6 32.86 0.9 29.6 ii) Power Load 16430.52 0.002 32.86 0.3 9.9 iii) Computer Load 47 0.15 7.05 0.9 6.3 7.05 0.9 6.3 iv) 1 No Minor O.T. Room 4.00 1.0 4.0 4.00 1.0 4.0 v) Autoclave 12.00 1.0 12.0 12.00 1.0 12.0

vi) Laundary 40.00 0.9 36.0 40.00 0.9 36.0 Total Load of Ground Floor 97.8 87.9

4.0 FIRST FLOOR:- 14858.484 i) Lighting Load 14858.484 0.002 29.72 0.9 26.7 29.72 0.9 26.7 ii) Power Load 14858.484 0.002 29.72 0.3 8.9 iii) Computer Load 32 0.15 4.80 0.9 4.3 4.80 0.9 4.3 iv) 2 Nos. Minor O.T. Room 8.00 1.0 8.0 8.00 1.0 8.0 v) Audiometry 4.00 1.0 4.0 4.00 1.0 4.0 Total Load of First Floor 52.0 43.1

5.0 SECOND FLOOR:- 14858.484 i) Lighting Load 14858.484 0.002 29.72 0.9 26.7 29.72 0.9 26.7 ii) Power Load 14858.484 0.002 29.72 0.3 8.9 iii) Computer Load 22 0.15 3.30 0.9 3.0 3.30 0.9 3.0 iv) 1 No. Maternity OT 6.00 1.0 6.0 6.00 1.0 6.0 v) Autoclave 12.00 1.0 12.0 12.00 1.0 12.0 vi) Immunization 3.00 1.0 3.0 3.00 1.0 3.0 vii) Ultrasound 2.00 1.0 2.0 2.00 1.0 2.0

Total Load Of Second Floor 61.6 52.7

6.0 THIRD FLOOR:- 14858.484 i) Lighting Load 14858.484 0.002 29.72 0.9 26.7 29.72 0.9 26.7 ii) Power Load 14858.484 0.002 29.72 0.3 8.9 iii) Computer Load 43 0.15 6.45 0.9 5.8 6.45 0.9 5.8

iv) Pathology & Pathologist 12.00 1.0 12.0 12.00 1.0 12.0 v) Hematology (2 Nos.) 12.00 1.0 12.0 12.00 1.0 12.0 vi) Biochemistry (2 Nos.) 12.00 1.0 12.0 12.00 1.0 12.0 vii) Wax Therapy 5.00 1.0 5.0 5.00 1.0 5.0 viii) Tread Mill / Gym 2.00 1.0 2.0 2.00 1.0 2.0 ix) Electro Therapy 40.00 1.0 40.0 40.00 1.0 40.0 x) Histopath (2 Nos.) 8.00 1.0 8.0 8.00 1.0 8.0 xi) Microbiology (2 Nos.) 8.00 1.0 8.0 8.00 1.0 8.0 xii) X-Ray Room (2 Nos.) 30.00 0.9 27.0 30.00 0.9 27.0 xiii) Server Load 5.00 1.0 5.0 5.00 1.0 5.0

Total Load of Third Floor 172.5 163.6

7.0 FOURTH FLOOR:- 14481.884 i) Lighting Load 14481.884 0.002 28.96 0.9 26.1 28.96 0.9 26.1 ii) Power Load 14481.884 0.002 28.96 0.3 8.7 iii) Computer Load 53 0.15 7.95 0.9 7.2 7.95 0.9 7.2 Total Load of Fourth Floor 41.9 33.2

8.0 FIFTH FLOOR:- 14389.348 i) Lighting Load 14389.348 0.002 28.78 0.9 25.9 28.78 0.9 25.9 ii) Power Load 14389.348 0.002 28.78 0.3 8.6 iii) Computer Load 10 0.15 1.50 0.9 1.4 1.50 0.9 1.4 Total Load of Fifth Floor 35.9 27.3

9.0 SIXTH FLOOR:- 14389.348

i) Lighting Load 14389.348 0.002 28.78 0.9 25.9 28.78 0.9 25.9 ii) Power Load 14389.348 0.002 28.78 0.3 8.6 iii) Computer Load 24 0.15 3.60 0.9 3.2 3.60 0.9 3.2 iv) 2 Nos. ICUs 12.00 1.0 12.0 12.00 1.0 12.0 v) Gynecology 6.00 1.0 6.0 6.00 1.0 6.0 Total Load of Sixth Floor 55.8 47.1

10.0 SEVENTH FLOOR:- 14389.348 i) Lighting Load 14389.348 0.002 28.78 0.9 25.9 28.78 0.9 25.9 ii) Power Load 14389.348 0.002 28.78 0.3 8.6 iii) Computer Load 9 0.15 1.35 0.9 1.2 1.35 0.9 1.2 iv) 4 Nos. OTs 24.00 1.0 24.0 24.00 1.0 24.0 v) Post Oprative Ward 6.00 1.0 6.0 6.00 1.0 6.0 Total Load of Seventh Floor 65.7 57.1

11.0 Terrace 5.00 1.0 5.0 5.00 1.0 5.0

12.0 Common Area Load for Hospital i) AC Load (Chiller Load) (2 Nos. @

200 KW each)

2 200.0 400.00 1.0 400.0 200.00 1.0 200.0 ii) AC Pump Load 156.00 1.0 156.0 46.80 1.0 46.8 ii) AHU's and FCU Load 175.00 0.9 157.5 52.50 0.9 47.3 iii) Ventilation Load 150.00 0.9 135.0 45.00 0.9 40.5 iv) Lift Load 5 10.0 50.00 0.9 45.0 50.00 0.9 45.0 v) Plumbing Pump Load 124.00 0.6 74.4 124.00 0.6 74.4 vi) ETP Load 40.00 0.7 28.0 40.00 0.7 28.0

vii) Fire Fighting Load 146.00 10.0 146.00 10.0 viii) External Lighting Load 15.00 1.0 15.0 15.00 1.0 15.0

Total Load of Common Area for Hospital

1020.9 507.0

Total Load of Part A (Hospital

Block)

1774.7

1156.4

II. PART-B (HOSPITAL BLOCK-2)

13.0 FIRST FLOOR:- 2431.76 i) Lighting Load 2431.76 0.001 2.43 0.9 2.2 2.43 0.9 2.2 ii) Power Load 2431.76 0.001 2.43 0.2 0.5 iii) Computer Load 2 0.15 0.30 0.9 0.3 0.30 0.9 0.3 iv) Kitchen Load 5.00 1.0 5.0 v) Pantry Load 3.00 1.0 3.0 Total Load of First Floor 10.9 2.5

14.0 SECOND FLOOR:- 2431.76 i) Lighting Load 2431.76 0.001 2.43 0.9 2.2 2.43 0.9 2.2 ii) Power Load 2431.76 0.001 2.43 0.2 0.5 iii) Computer Load 5 0.15 0.75 0.9 0.7 0.75 0.9 0.7 iv) Pantry Load 3.00 1.0 3.0 Total Load of Second Floor 6.3 2.9

15.0 THIRD FLOOR:- 2431.76

i) Lighting Load 2431.76 0.001 2.43 0.9 2.2 2.43 0.9 2.2 ii) Power Load 2431.76 0.001 2.43 0.2 0.5 iii) Pantry Load 3.00 1.0 3.0 Total Load of Third Floor 5.7 2.2

16.0 FOURTH FLOOR:- 2431.76 i) Lighting Load 2431.76 0.001 2.43 0.9 2.2 2.43 0.9 2.2 ii) Power Load 2431.76 0.001 2.43 0.2 0.5 iii) Pantry Load 3.00 1.0 3.0 Total Load of Fourth Floor 5.7 2.2

17.0 FIFTH FLOOR:- 2431.76 i) Lighting Load 2431.76 0.001 2.43 0.9 2.2 2.43 0.9 2.2 ii) Power Load 2431.76 0.001 2.43 0.2 0.5 Total Load of Fifth Floor 2.7 2.2

18.0 SIXTH FLOOR:- 2431.76 i) Lighting Load 2431.76 0.001 2.43 0.9 2.2 2.43 0.9 2.2 ii) Power Load 2431.76 0.001 2.43 0.2 0.5 iii) Computer Load 3 0.15 0.45 1.0 0.5 0.45 1.0 0.5 iv) Autoclave (2 Nos.) 24.00 1.0 24.0 24.00 1.0 24.0 Total Load of Sixth Floor 27.1 26.6

19.0 SEVENTH FLOOR:- 2431.76 i) Lighting Load 2431.76 0.001 2.43 0.9 2.2 2.43 0.9 2.2

ii) Power Load 2431.76 0.001 2.43 0.2 0.5 Total Load of Sixth Floor 2.7 2.2

19.0 Terrace 2.00 1.0 2.0 2.00 1.0 2.0

20.0 COMMON AREA LOAD

i) Lift Load 1 7500.0 7.50 1.0 7.5 7.50 1.0 7.5 Total Load of Common Area for

Residential Block

7.5

7.5 Total Load of Part B (Residential

Block)

70.6

50.2

Total Maximum Demand 1845.27 1206.59 Say 1845.0 1207.0

Selection of Transformer:

Selection of D.G. Set:

Maximum Demand Load in KW 1845.0 Maximum Demand Load in KW 1207.0

Power Factor 0.9 Power Factor 0.8

Maximum Demand load in KVA 2050.0 Maximum Demand Load in KVA 1508.8

Overall Diversity @ 80% 1207.0

Transformer Loading @ 90% in KVA 2277.8 D.G. Set Loading @ 80% in KVA 1508.8

Say 2278.0 Say 1509.0

The required Transformer Capacity 2 x 1500 KVA The required D.G. Set Capacity 2 x 750 KVA

ANNEXURE IX-ELECTRICAL LAYOUT

ANNEXURE X- LANDSCAPE PLAN

ANNEXURE XI A- ELEVATION PLAN

ANNEXURE XI B-SECTION PLAN

ANNEXURE XII A- FIRE FIGHTING PLAN-SITE LAYOUT

ANNEXURE XII B- FIRE FIGHTING PLAN- BASEMENT-I

ANNEXURE XII C- FIRE-FIGHTING PLAN-BASEMENT-II

ANNEXURE XII D- FIRE EVACUATION PLAN

ANNEXURE XIII A- GROUND FLOOR PLAN

ANNEXURE XIII B- FIRST FLOOR PLAN

ANNEXURE XIII C- SECOND FLOOR PLAN

ANNEXURE XIII D- THIRD FLOOR PLAN

ANNEXURE XIII E- FOURTH FLOOR PLAN

ANNEXURE XIII F- FIFTH FLOOR PLAN

ANNEXURE XIII G- SIXTH FLOOR PLAN

ANNEXURE XIII H- SEVENTH FLOOR PLAN

ANNEXURE XIII I- TERRACE FLOOR PLAN

ANNEXURE XIV- SOIL QUALITY REPORT

ANNEXURE XIV- AMBIENT AIR REPORT

ANNEXURE XVI- FIRE NOC

ANNEXURE XVII-DUAC APPROVAL

ANNEXURE XVIII-NOC FROM AAI

ANNEXURE XIX-APPROVAL FROM MCD

ANNEXURE XX

PROPOSAL SUBMISSION RECEIVING FROM SEIAA, DELHI (DPCC)

SEAC (DPCC) MEETING NOTICE

MINUTES OF MEETING OF 67TH SEAC MEETING (DPCC)

ANNEXURE XXI- SHORTCOMING REPLY SUBMITTED TO SEAC, DELHI (DPCC)

ANNEXURE I- LANDSCAPE PLAN

ANNEXURE II- GREEN BELT DEVELOPMENT

III FLOOR PLAN

ANNEXURE III- LAB REPORTS (REVISED MONITORING)

SITE VISIT

Front Side Back Side

Left Side Right Side

REVISED ENVIRONMENTAL BUDGET DURING CONSTRUCTION & OPERATION PHASE

Environmental Budget During Construction Phase

S. No. Activity Capital Cost (Lacs)


1. Health & safety of Workers (PPE, safety officers etc)

1.5 3.6

2. Environmental Monitoring 1.04 2.08

3. Septic Tank & Soak Pit 2.5 0.5

Total 5.04 6.18

Environmental Budget During Operation Phase

S. No. Activity Capacity/ Area/Nos./parameters

Capital Cost

(Lacs)

Annual Recurring Cost

(Lacs) 1. STP & ETP 110 KLD & 15 KLD 50.00 10.0

2. Landscaping & planting trees

1966.82 sq m & 88 Nos. of Trees to be planted along with grass & planters

20.00 2.5

3. Solid waste Management

519+130 Kg/day (Municipal & Bio-medical waste )

5.5 5.0

4. RWH Pit Installation

2 Nos. 8.0 0.8

5. Energy Saving 2.1% using efficient lightning 4.0 0.6

6. Environmental Monitoring*

Air, Water, Soil & Noise 1.6 3.2

Total 89.1 22.1