of “150 BEDDED HOSPITAL”environmentclearance.nic.in/writereaddata/EIA/200820196...Greater Kailash-1, New Delhi For: - Lal Chand Public Charitable Trust 4th Floor, Gopal Dass Bhawan,

Application

for Grant of

Environmental Clearance

of

“150 BEDDED HOSPITAL”

Besides Archana Cinema, Public Building Site no. 1,

Greater Kailash-1, New Delhi

For: -

Lal Chand Public Charitable Trust

4th Floor, Gopal Dass Bhawan, 28, Barakhamba Road, New Delhi-110001

PREPARED BY:

M/S PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered wide list of accredited consultants organizations/ Rev 78/ 10th July, 2019 at S. No-112)

(An ISO 9001:2008 & ISO 14001:2004 Certified Company) 5th Floor, NN Mall, Sector 3, Rohini, New Delhi-110085

Phone: +91-11-49281360

“150 Bedded Hospital” Besides Archana Cinema, Public Building Site no. 1, Greater Kailash-1, New Delhi by Lal Chand Public Charitable Trust

Prepared by:-M/s Perfact Enviro Solutions Pvt. Ltd.

TABLE OF CONTENTS

ENCLOSURE 1. FORM-I & IA............................................................................................................................. 4

ENCLOSURE 2: CONCEPTUAL PLAN ........................................................................................................................ 41

INTRODUCTION ........................................................................................................................................... 42 ACTIVITIES/ AMENITIES ................................................................................................................................ 42 SITE LOCATION ........................................................................................................................................... 42 TYPE OF PROJECT ...................................................................................................................................... 42 PROJECT DETAILS ...................................................................................................................................... 42 POPULATION DETAILS ................................................................................................................................. 44 WATER MANAGEMENT................................................................................................................................. 45 RAIN WATER COLLECTION DETAILS .............................................................................................................. 45 POWER REQUIREMENT & BACK-UP .............................................................................................................. 45 SOLID & HAZARDOUS WASTE MANAGEMENT ................................................................................................ 45 PARKING MANAGEMENT .............................................................................................................................. 46 GREEN AREA DEVELOPMENT ....................................................................................................................... 46

ENCLOSURE 3. ENVIRONMENT MANAGEMENT PLAN ........................................................................................... 47

3.1 PROJECT DETAILS ...................................................................................................................... 49 3.1.1 AREA DETAILS: ................................................................................................................................ 49 3.1.2 POPULATION DETAILS ...................................................................................................................... 51 3.1.3 PARKING MANAGEMENT ................................................................................................................... 52 3.1.4 POWER REQUIREMENT AND BACKUP DETAILS ................................................................................... 52 3.1.5 WASTE WATER, RAIN WATER AND SOLID WASTE DETAILS ................................................................ 53 3.2 LAND USE AND OWNERSHIP OF THE SITE LAND .................................................................................. 53 3.3 LAND USE ....................................................................................................................................... 53 3.4 LOCATION OF THE PROJECT WITH CONNECTIVITY ............................................................................... 54 3.4.1 GEOGRAPHICAL INFORMATION OF SITE ............................................................................................. 55 3.4.2 TOPOGRAPHICAL MAP ..................................................................................................................... 55 3.5 CONNECTIVITY OF THE PROJECT ...................................................................................................... 55 3.6 CENTRALLY PROTECTED MONUMENTS UNDER DELHI CIRCLE ............................................................ 55 3.7 LAYOUT PLAN .................................................................................................................................. 56 3.8 WATER MANAGEMENT ..................................................................................................................... 57 3.8.1 SOURCE OF WATER ......................................................................................................................... 57 3.8.2 PRESENT QUALITY........................................................................................................................... 57 3.8.3 WATER REQUIREMENT ..................................................................................................................... 57 3.8.4 DISPOSAL ....................................................................................................................................... 58 3.9 AIR AND NOISE MANAGEMENT .......................................................................................................... 58 3.9.1 DURING CONSTRUCTION .................................................................................................................. 58 3.9.2 DURING OPERATION ........................................................................................................................ 59 3.10 ENERGY CONSERVATION MEASURES ................................................................................................ 59 3.11 ENVIRONMENT MANAGEMENT .......................................................................................................... 59 3.11.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION PHASE .......................................................... 60 3.11.1.1 AIR ENVIRONMENT ............................................................................................................. 60 ANNUAL WINDROSE DIAGRAM ..................................................................................................................... 60 3.11.1.2 NOISE ENVIRONMENT ............................................................................................................... 61 3.11.1.3 WATER ENVIRONMENT ............................................................................................................. 62 3.11.1.4 SOLID WASTE MANAGEMENT .................................................................................................... 62 3.11.2 ENVIRONMENT MANAGEMENT DURING OPERATION PHASE ................................................................. 62

2



3.11.2.1 AIR ENVIRONMENT ............................................................................................................. 62 3.11.2.2 NOISE ENVIRONMENT ........................................................................................................ 63 3.11.2.3 WATER MANAGEMENT ....................................................................................................... 64 3.11.2.3.1 WASTE WATER TREATMENT ................................................................................................. 64 3.1.1.1.1 SCHEME OF EFFLUENT TREATMENT PLANT ................................................................... 67 3.11.2.3.2 RAIN WATER HARVESTING ................................................................................................... 68 3.11.2.4 WASTE MANAGEMENT ....................................................................................................... 70 3.11.2.4.1 MUNICIPAL SOLID WASTE ..................................................................................................... 70 3.11.2.4.2 BIOMEDICAL WASTE MANAGEMENT ....................................................................................... 71 3.11.2.4.3 HAZARDOUS WASTE MANAGEMENT: - ................................................................................... 71 3.11.2.5 PLANTATION ........................................................................................................................ 71 3.11.3 ANTICIPITATED IMPACT & MITIGATION MEASURES .............................................................. 74 3.11.3.1 DURING CONSTRUCTION PHASE ..................................................................................... 74 3.11.3.2 DURING OPERATION PHASE ............................................................................................. 75 3.12 ENVIRONMENT MONITORING PLAN ......................................................................................... 76 3.13 ENVIRONMENT MANAGEMENT COST ................................................................................................. 77 3.13.1 CAPITAL COST ................................................................................................................................ 77 3.13.2 RECURRING EXPENDITURE .............................................................................................................. 78 3.14 CORPORATE ENVIRONMENT RESPONSIBILITY .................................................................................... 78

ENCLOSURE 4. RISK ASSESSMENT ............................................................................................................ 79

4.1 RISK ASSESSMENT .................................................................................................................... 79 4.1 DISASTER MANAGEMENT PLAN ............................................................................................... 79 4.2 SAFETY MEASURES: .................................................................................................................. 81

ENCLOSURE 5. DISCLOSURE OF THE CONSULTANT .............................................................................. 88

ENCLOSURE 6. LIST OF CENTRALLY PROTECTED MONUMENTS UNDER DELHI CIRCLE .............. 91

ENCLOSURE 8. LAND PAPERS ..................................................................................................................... 98

ENCLOSURE 9. ECBC REPORT ..................................................................................................................... 140

ENCLOSURE 10. TEST REPORTS ................................................................................................................. 190

ENCLOSURE 12. TRAFFIC ASSESSMENT REPORT .................................................................................. 200

ENCLOSURE 13. TOPOGRAPHICAL MAP .................................................................................................... 221

ENCLOSURE 14. LAYOUT PLAN................................................................................................................... 223

ENCLOSURE 15. LANDSCAPE PLAN .......................................................................................................... 225

ENCLOSURE 16. TRAFFIC CIRCULATION PLAN ....................................................................................... 227

ENCLOSURE 17. ELEVATION AND SECTION ............................................................................................. 229

3



ENCLOSURE 1. FORM-I & IA

4



APPENDIX I

(See paragraph – 8.9)

FORM 1

I. Basic Information

S.No. Item Details

1. Name of the project/s “150 Bedded Hospital”

2. S. No. in the schedule 8(a)

3. Proposed capacity/ area/length/

tonnage to be handled/ command

area/ lease area/ number of wells to be

drilled

Total Plot area: 4046.86 m2 (0.40 ha.)

Total Built up area: 26427.553 m2

4. New/ Expansion/ Modernization New

5. Existing Capacity/ Area etc. Not Applicable as the proposed project is a new

project.

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

However, the tenure of SEAC (Delhi Committee)

has been completed so the application is being

applied to MoEF&CC.

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. Public Building Site - 1

Village Greater Kailash

Tehsil South Delhi

District South Delhi

State New Delhi

10. Nearest railway station/ airport along

with distance in kms.

Railway Station: Hazrat Nizamuddin Rly Station: 4.49 km NNE

Airport: Indira Gandhi International Airport -10.89 km E

11. Nearest Town, city, District

Headquarters along with distance in

kms.

Project is in Delhi Itself.

12. Village Panchayats, Zilla Parishad,

Municipal Corporation, Local body

(complete postal addresses with

telephone nos. to be given)

South Delhi Municipal Corporation at Room No-

30, Zonal Office Building, Green Park, Delhi -

110016

13. Name of the applicant Lal Chand Public Charitable Trust

5



14. Registered Address 4th Floor, Gopal Dass Bhawan,28, Barakhamba

Road, New Delhi-110001

15. Address for correspondence:

Name Ajit Singh Sirohi

Designation (Owner/Partner/CEO) Trustee

Address 4th Floor, Gopal Dass Bhawan, 28, Barakhamba

Road, New Delhi

Pin Code 110001

E-mail [email protected]

Telephone No. 0124-4769203

Fax no.

16. Details of Alternative Sites examined,

if any. Location of these sites should

be shown on a Topo sheet.

No alternative site has been chosen.

17. Interlinked Projects No

18. Whether separate application of

interlinked project has been

submitted?

Not Applicable

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?

Not Applicable

Not Applicable

Not Applicable

22. Whether there is any Government

Order/ Policy relevant/ relating to the

site?

Not Applicable

23. Forest land involved (hectares) No forest land is involved.

6



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.

Not Applicable

Not Applicable

Not Applicable

II. Activity

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 Since, the land of the proposed project has already been earmarked for development of Public/Semi-public Building (Hospital Building allowed under PSP) according to the Master Plan of Delhi 2021. Hence, there will be no change in land use of the proposed site. However, land cover shall change from vacant land to

hospital building.

1.2 Clearance of existing land,

vegetation and buildings?

Yes The proposed site is a vacant land with few trees,

shrubs and vegetation.

At present, total 20 trees exist at site, out of which 09

no. of trees shall be transplanted from the site only

after taking due permission from Forest Department

and 11 no. of trees shall be retained at the site.

1.3 Creation of new land uses? No Since, the land of the proposed project has already been earmarked for Public/Semi-Public Land use under which Hospital building is allowed according to the Master Plan of Delhi 2021. Hence, there will be no creation of new land uses.

7



1.4 Pre-construction

investigations e.g. bore

houses, soil testing?

Yes Pre-construction Geo-technical investigation has

been done.

1.5 Construction works? Yes

Construction will be done as per approved Building

Plan/ Master Plan.

1.6 Demolition works? No There will be no demolition works.

1.7 Temporary sites used for

construction works or

housing of construction

workers?

No Not Applicable.

1.8 Above ground buildings,

structures or earthworks

including linear structures,

cut and fill or excavations

Yes The building will be elevated to height of maximum

height of 45.0 m at terrace level & 56.5 m for

architectural feature. Approx. 36000 m3 of soil will be

excavated for providing foundation and 4 levels of

basement.

1.9 Underground works

including mining or

tunnelling?

No Not applicable

1.10 Reclamation works? No Not applicable

1.11 Dredging? No Not applicable

1.12 Offshore structures? No Not applicable

1.13 Production and

manufacturing processes?

No No production or manufacturing will be done as the

proposed land will be used for Hospital and for

development of hospital related infrastructures.

1.14 Facilities for storage of

goods or materials?

Yes During Construction Phase:

Separate raw material yard will be made within the

project site.

Cement will be separately stored under cover in

bales.

Sand will be stacked nearby under tarpaulin cover.

Bricks and steel will be laid in open.

During Operation Phase: As the proposed project is a Hospital, hence, the

material will be chemicals, medicines, other

biomedical materials, radioactive material etc. which

will be stored in respective labs or storage rooms.

8



1.15 Facilities for treatment or

disposal of solid waste or

liquid effluents?

Yes During Construction phase: Approx.150 labours shall be hired during the

construction phase. Hence, the solid waste of 22.5

kg/day (8.2 tons/annum) shall be generated from

labours which shall be disposed off to municipal solid

waste management site.

Construction debris like Concrete will be reused for

backfilling & waterproofing for terrace, toilets etc. Tiles

will be used in creating pathways in the landscape

area, & rest will be sent to the construction &

demolition facility.

Total 5 KLD waste water shall be generated from

construction labours which will be discharged to septic

tank which shall be cleaned regularly.

During operation phase:

Waste Total Waste

(tons/annum)

Biodegradable 156

Non-Biodegradable 52

Recyclable 52

Total 260

Biomedical 21

The biodegradable waste shall be sent to organic

waste converter for conversion to manure. The

recyclable solid waste shall be sent to approved

recycler for disposal. While, the biomedical waste

shall be sent to approved biomedical waste service

provider for disposal.

For the liquid effluent, wastewater of 179 KLD

(Sewage-160 KLD; ETP treated wastewater- 19 KLD)

shall be treated in Sewage Treatment Plant of

capacity 240 KLD which shall be installed.

Laboratory and Laundry wastewater of 22 KLD shall

be treated in ETP of 25 KLD to be installed in the

complex. 19 KLD treated water generated from ETP

shall be treated in STP for further treatment.

Details of STP & ETP are given in Environmental

Management Plan.

9



1.16 Facilities for long term

housing of operational

workers?

No During Construction phase:

Approx. 150 no. of labours will be hired from nearby

areas during construction phase and hence no need

of housing. Only temporary shelters shall be provided.

During Operation Phase:

As the proposed project is Hospital hence staff will

only be needed in the hospital which will be from the

nearby areas. Separate housing will not be provided.

1.17 New road, rail or sea traffic

during construction or

operation?

No No new road, rail or sea traffic is proposed. Existing

transportation facilities will be used during

construction or operation phase.

1.18 New road, rail, air

waterborne or other

transport infrastructure

including new or altered

routes and stations, ports,

airports etc?

No No new road, rail, or sea traffic is proposed. Exiting

facilities shall be used

Existing transport facilities near site are given below:

Railway Station:

Hazrat Nizamuddin Rly Station: 4.49 km NNE

Airport:

Indira Gandhi International Airport :10.89 km E

Highway:

NH -2: -3.39 km NEE

1.19 Closure or diversion of

existing transport routes or

infrastructure leading to

changes in traffic

movements?

No No such closure or diversion of existing transport is

required.

1.20 New or diverted

transmission lines or

pipelines?

No No new or diversion of transmission lines or pipelines

would be done.

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

watercourse is required.

1.22 Stream crossings? No No stream crosses the project site.

10



1.23 Abstraction or transfers of

water from ground or

surface waters?

No

No abstraction of ground water is proposed.

1.24 Changes in water bodies or

the land surface affecting

drainage or run-off?

No There will be no changes in water bodies on the land

and drainage or run-off.

1.25 Transport of personnel or

materials for construction,

operation or

decommissioning?

Yes During Construction phase: Materials during construction phase will be

transported by truck, trolley etc. Parking of trucks will

be provided in case of emergency.

During Operation Phase: Ambulances, Cars, two – wheeler etc. will be used

during operation phase.

1.26 Long-term dismantling or

decommissioning or

restoration works?

No Not Applicable

1.27 Ongoing activity during

decommissioning which

could have an impact on the

environment?

No Not Applicable

1.28 Influx of people to an area in

either temporarily or

permanently?

Yes During Construction phase

Temporary influx of people in the form of labours will

be there. Approx. 150 no. of local labour shall be

employed.

During operation phase

Influx of people will be as follows:

Type Total Population

Patients (IPD) per day 150

Patients (OPD) per day 1200

Working Staff &

employee

600

Visitors 2500

Total Population 4450

1.29 Introduction of alien

species?

No As on date, there is no history of alien species at the

proposed site.

11



1.30 Loss of native species or

genetic diversity?

Yes There will cutting of 9 no. of trees which will be done

only after getting due permission from Forest

department.

1.31 Any other actions? No Not Applicable

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)

Yes 4046.86 m2 of undeveloped land shall be

developed into hospital.

2.2 Water (expected source &

competing users) unit: KLD

Yes Source & Quantity During Construction phase:

For construction purpose: Water during

construction phase will be taken from tanker water

supplier which supply treated water from STP of

nearby area.

For drinking purpose: Tanker supply

Source & Quantity During Operation Phase:

Total water requirement of the project will be 311

KLD. Out of which, 150 KLD fresh water

requirement will be supplied by Delhi Jal Board and

rest of the water requirement shall be met by

reusing 161 KLD treated water within the premises

for purposes like flushing, gardening, mopping and

cooling purposes.

Detailed Water Management & Water Balance are

given in Environment Management Plan.

2.3 Minerals (MT) No Not Applicable

2.4 Construction material –

stone, aggregates, sand /

soil (expected source – MT)

Yes Building materials will be sourced from indigenous

supply. The major materials required for

construction of the project will be AAC BLOCKS

steel, tiles, glass, cement, agate, bricks, flooring

tiles/stones, sanitary and hardware items, electrical

fittings etc.

12



2.5

Forests and timber (source

– MT)

Yes Wood for Doors shutters/ furniture will be used as

per the requirement.

2.6 Energy including electricity

and fuels (source,

competing users) Unit: fuel

(MT), energy (MW)

Yes Source of power supply: Delhi Discom BSES

Rajdhani Power Limited.

Power requirement: 2253 kW

(2503.3 kVA)

DG Sets: 1×1010 kVA and 1×500 kVA

Fuel: Low Sulphur Diesel

2.7 Any other natural resources

(use appropriate standard

units)

No Not Applicable

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. Information/Checklist

confirmation

Yes/

No

Details there of (with approximate

quantities/rates, wherever possible) with source

of information data

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 As proposed project involves Hospital, chemicals shall be used.

Radioactive material shall be stored in the oncology department.

Proper management of chemical waste and

radioactive waste will be done.

3.2 Changes in occurrence of

disease or affect disease

vectors (e.g. insect or

water borne diseases)

No Since the proposed project is a hospital, there would

be generation of bio-medical wastes which could

lead to infections.

Suitable drainage and waste management

measures including bio-medical waste will be

adopted during operational phase. There will be no

stagnation of water or accumulation of water outside

or within the complex.

13



3.3 Affect the welfare of people

e.g. by changing living

conditions?

No During Construction phase:

This project shall provide employment to approx.

150 no. of local labours during construction phase

which shall lead to better quality of life & also set a

standard for future developments in the area.


There would be generation of employment

opportunities after the development of hospital as

nurses, doctors & staff and other consultants will be

required.

Type Population

Working Staff & employee 600

The hospital will have a positive impact as it will be

used for treatment of patients. No adverse changes

in living conditions are anticipated as land is

earmarked for development of Hospital building.

3.4 Vulnerable groups of

people who could be

affected by the project e.g.

hospital patients, children,

the elderly etc.

No No, vulnerable group of people are seen near the

project site.

3.5 Any other causes Yes There will be generation of Bio-medical waste,

which will be given to the approved CBWTF for

treatment & disposal.

4. Production of solid wastes during construction or operation or decommissioning

(MT/month)


confirmation

Yes/

No

Details thereof (with approximate


of information data

4.1 Spoil, overburden or mine

wastes

No Not applicable

4.2 Municipal waste (domestic

and or commercial

wastes)

Yes During Construction Phase-:

Domestic waste– 8.2 tons/annum shall be

generated from 150 no. of labours.

During Operation Phase-:

14



Type Total Waste

Quantity

(tons/annum)

Biodegradable waste 156

Non-Biodegradable waste 52

Plastic Waste 52

Total Municipal Solid Waste 260

Biomedical Waste 21

Detailed Solid Waste Description is given in

Environment Management Plan.

4.3 Hazardous wastes (as per

Hazardous Waste

Management Rules)

Yes Production of hazardous wastes in form of

radioactive wastes and chemical waste shall be

there.

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 About 4.38 tons/annum dried sludge will be

generated from STP of capacity 240 KLD. This

sludge will be passed through filter press where it will

be dewatered/ dried & form a cake and then it shall

be used as manure in green areas and excess shall

be given to farmers/ nurseries.

4.7 Construction or demolition

wastes

No Not Applicable since it is a new project

4.8 Redundant machinery or

equipment

No Not applicable

4.9 Contaminated soils or other

materials

No Not applicable

4.10 Agricultural wastes No Not applicable

4.11 Other solid wastes Yes During operation phase, E-Waste of approx. 0.024

tons/ annum shall be generated from the project

15



5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)

S. No Information/Checklist

confirmation

Yes/

No



of information data

5.1 Emissions from

combustion of fossil fuels

from stationary or mobile

sources.

Yes During Construction phase:

DG sets of capacities 1 x 125 kVA shall be installed

acoustically enclosed with adequate stack height.


The only source of emission from combustion of

fossil fuels will be DG sets of 1×1010 kVA and

1×500 kVA Hence, to avoid the emissions, stack

height of 6 m above roof level for the DG set shall

be provided. The DG set shall meet all the norms

prescribed by CPCB.

5.2 Emissions from production

processes

No Not Applicable

5.3 Emissions from materials

handling including storage

or transport Yes

Dust shall be generated during construction from

the movement of transport vehicles and other

construction activities. The effect will be restricted

to construction phase only.

Water sprinklers shall be used for dust suppression.

Material will be stored under tarpaulin cover.

5.4 Emissions from

construction activities

including plant and

equipment

Yes RMC shall be used. Dust & emissions shall be

generated during construction activities which shall

be reduced by sprinkling of water in a specific time

interval & timely maintenance schedule for

machinery. Also, the machines shall be kept shut

down during idle period.

16



5.5 Dust or odours from

handling of materials

including construction

materials, sewage and

waste


During loading and unloading of construction

material dust is likely to be generated during

construction phase. Water shall be sprinkled and

tarpaulin cover shall be provided over stored raw

material to reduce dust emission.

Mobile toilets during construction phase shall be

provided and waste water shall be disposed off in

septic tank which will be cleared regularly.


Total waste water generation from the complex will

be 182 KLD. 22 KLD waste water from laundry and

laboratory shall be treated in ETP of capacity 25

KLD. 179 KLD (Sewage-160 KLD & ETP generated

treated water-19 KLD) shall be treated in STP of

capacity 240 KLD.

Proper ventilation will be provided to control odour

from STP.

Biomedical waste of 56 kg/day (21 TPA) shall be

segregated in colour coded bins and disposed off

in accordance with the guidelines of Biomedical

Waste (Management & Handling) Rules, 2016 and

shall be handed over to the Approved recycler.

Organic waste of 428 kg/day (156 TPA) shall be

treated in Organic Waste Convertor, 143 kg/day

(52 TPA) of recyclable waste shall be given to

approved recycler and 143 kg/day (52 TPA) of

plastic waste shall be given to approved recycler.

5.6 Emissions from

incineration of waste.

No Not applicable

5.7 Emissions from burning of

waste in open air (e.g.

slash materials,

construction debris).

No Not applicable

5.8 Emissions from any other

sources.

No None

17



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


confirmation Yes/

No



of information data with source of information

data

6.1 From operation of

equipment e.g. engines,

ventilation plant, crushers.


Due to operation of machinery and equipment during

construction of proposed project.

During construction, the equipment such as mixer

machines, bulldozers, cranes, compactors will be

used which is of highest standard and adhered to

international standards. These standards itself will

take care of noise pollution control/ vibration control

and air emission control. Hence, an insignificant

impact due to construction machinery will be

envisaged.

Apart from this, the construction activities will be

restricted to daytime only.

During Operation phase:

Since, the DG Sets (1×1010 kVA and 1×500 kVA)

are of high-grade quality (silent DG Set) which shall

be installed in basement. Hence, there shall not be

generation of noise and vibration.

6.2 From industrial or similar

processes

No Not applicable

6.3 From construction or

demolition

Yes Due to the various activities, there will be short-term

noise impacts in the immediate vicinity of the project

site. This shall be restricted to day time only.

It has been estimated that during the construction

period the average noise level will be 70-75 dB (A)

during peak construction hours.

Barricading of site shall be done in order to reduce

noise impacts outside the project boundary.

6.4 From blasting or piling No Not Applicable

6.5 From construction or

operational traffic

Yes Some amount of noise will be generated from

vehicular movement in construction and operational

18



phase around the boundary wall shall be done to

reduce noise from traffic.

6.6 From lighting or cooling

systems

No Not Applicable

6.7 From any other sources No None

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:


confirmation

Yes/

No

Details thereof (with approximate quantities/rates,

wherever possible) with source of information

data

7.1 From handling, storage,

use or spillage of

hazardous materials

Yes

As the proposed project is a Hospital, chemicals will

be used which may be hazardous in nature. The

chemicals within threshold limit will be stored properly

as per MHISC rules.

Used oil from DG sets will be stored in HDPE drums

and kept in covered rooms under lock & key. Special

care shall be taken to prevent leakages and spills.

7.2 From discharge of

sewage or other effluents

to water or the land

(expected mode and

place of discharge)

Yes There will be generation of 182 KLD (Sewage-160

KLD; Laboratory and Laundry Waste water- 22 KLD).

22 KLD laboratory and laundry waste water shall be

treated in ETP of capacity 25 KLD. 179 KLD of waste

water (Sewage-160 KLD; Treated water from ETP)

shall be treated in STP of capacity 240 KLD.

Treated water of 161 KLD shall be generated from

STP which shall be reused for flushing, gardening

cooling of hot water generator and mopping and HVAC

cooling purposes. Hospital will be zero liquid discharge

unit.

7.3 By deposition of pollutants

emitted to air into the land

or into water

Yes The only source of air emission will be DG sets &

vehicular emissions. The DG sets adhering to CPCB

standards will be installed with adequate stack height.

The emission from DG sets will be dispersed in the air

& will not create any contamination to land or water.

7.4 From any other sources Yes Risk of occurrence of disease from biomedical waste can be observed. 56 kg/day (21 TPA) of biomedical waste shall be generated from the Hospital complex. The Biomedical wastes shall be disposed as per Bio medical waste (management & handling) rules, 2016.

19



Radioactive waste will be generated from the Oncology department which shall be disposed off in accordance with the Atomic Energy (Safe disposal of radioactive waste) rules of 1987 promulgated by the Indian Central Government Atomic Energy Act 1962.

7.5 Is there a risk of long-term

build-up of pollutants in

the environment from

these sources?

No None

8. Risk of accidents during construction or operation of the Project, which could

affect human health or the environment.


confirmation

Yes/

No



of information data

8.1 From explosions,

spillages, fires etc. from

storage, handling, use or

production of hazardous

substances

Yes The possible sources of accidents from explosions,

spillages, fires etc. from storage, handling would be

diesel, chemicals from laboratory, pharmaceutical

wastes etc.

Proper care shall be taken and fire-fighting system

shall be installed within the complex to avoid any

accident.

8.2 From any other causes Yes During Construction Phase

The possible sources of accidents would be mis

happenings due to other sources from the complex

can be electrical shocks, mechanical damages etc.


The possible sources of accidents from the other

sources in the complex would be radiation leaks,

mechanical accidents, chemical/biomedical hazards

etc.

8.3 Could the project be

affected by natural

disasters causing

environmental damage

(e.g. floods,

earthquakes, landslides,

cloudburst etc)?

Yes The area under study falls in Zone-IV, according to

the Indian Standard Seismic Zoning Map. Suitable

seismic coefficients in horizontal and vertical

directions respectively has been adopted while

designing the structure.

For reasons of earthquake: Earthquake measures

has been incorporated in the building design.

However, the area is not prone to flood and landslide

etc.

20



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. Information/Checklist

confirmation

Yes/No Details there of (with approximate

quantities/rates, wherever possible) with

source of information data

9.1 Lead to development of

supporting facilities,

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

No

No

.

Not Applicable

Not Applicable

Not Applicable

Not Applicable

Not Applicable

9.2 Lead to after-use of the

site, which could have an

impact on the environment

No Proper care shall be taken to avoid any

adverse impact on the environment

9.3 Set a precedent for later

developments

Yes It will attract people to develop organized and

environment friendly complexes.

9.4 Have cumulative effects

due to proximity to other

existing or planned

projects with similar

effects

No No impact

21



III. Environmental Sensitivity

S. No Areas Name/ Identity

Aerial distance (within 15 km.) from Proposed project location boundary

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

Asola Wild Life Sanctuary Okhla Bird Sanctuary

6.45 km SSE 8.54 km SEE

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

Waterbodies Drain near Project Site Canal near Kasturba Nagar Drain near Hauz Khas Hauz Khas Tank Yamuna River Neela Hauz Shamshi Talab Drain near Badshahpur Sanjay Lake Forest Jahapanah Forest near Greater Kailash Forest near Sant Nagar Forest near Hauz Khas Forest near Shyam Nagar Forest near Tughalaqabad Qila Central Ridge Reserve Forest Forest near Dhaula Kuan

0.10 km NWW 2.88 km NNE 3.32 km SWW 3.76 km NWW 5.70 km NE 6.07 km SWW 6.82 km SW 8.98 km SE 9.25 km NE 1.62 km SSE 2.03 km E 3.29 km SWW 3.69 km SEE 5.66 km SE 7.23 km NW 7.57 km NW

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

Asola Wild Life Sanctuary Okhla Bird Sanctuary

6.45 km SSE 8.54 km SEE

4 Inland, coastal, marine or underground waters

None None

5 State, National boundaries

Uttar Pradesh Haryana

6.76 km NEE 9.18 km SSE

22



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

Roads NH-2 NH-24 NH-236 NH -8 Railway Station Hazrat Nizamuddin Rly Station Tughalaqabad Rly. Station New Delhi Railway Station Old Delhi Railway Station Airport Safdarjung Airport IGI Airport Delhi

3.39 km NEE 5.56 km NNE 7.65 km SW 7.90 km NW 4.49 km NNE 8.49 km SE 10.13 km NNW 11.73 km N 3.63 km NNW 10.89 km E

7 Defence installations

Arjangarh Air Force Station 13.10 km SW

8 Densely populated or built-up area

Ayurvigyan Nagar 0.75 km NNW

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

Hospital Moolchand Hospital AIIMS Hospital Safdarjung Hospital Post Office Post Office near Sadiq Nagar Post Office near Gautamnagar Post Office near Sri Niwaspuri Place of Worship Temple near Somali Temple near Sanwal nagar Mosque near Hauz Khas Schools Mata Gujri Public School, Opp C Block, Greater Kailash-1 KIDZEE, Greater Kailash Sri Ram Globle Pre-School, Greater Kailash-1 Banks HDFC Bank,M-Block, Greater Kailash State Bank of India ATM Indian Bank, Zamrudpur, Greater Kailash

1.50 km NNE 2.13 km NNE 2.85 km NW 0.75 km NWW 1.37 km NW 2.69 km NE 0.30 km NEE 0.83 km NNE 2.32 km NWW 0.68 km SEE 0.90 km SEE 0.93 km SE 0.44 km SEE 0.69 km NEE 0.72 km NEE

23



10. Areas containing important, high quality or scarce resources (Ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

List of ASI Sites have been enclosed in Environment Management Plan

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

Okhla Industrial Area Naraina Industrial Area Anand Parvat Industrial Area

5.05 km SEE 12.63 km NW 13.24 km NNW

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)

Area falls in seismic zone IV

24

25



APPENDIX II (See paragraph 8.9)

FORM-1 A (only for construction projects listed under item 8 of the Schedule)

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 programme)

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 not 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 be submitted).

Attach Maps of

(i) Site location

(ii) Surrounding features of the

proposed site (within 500 meters)

(iii) The site (indicating levels &

contours) to appropriate scales. If

not available attach only conceptual

plans.

The proposed project will be located at Public

Building Site no.1, Greater Kailash-1, New Delhi.

Since, the site has already been earmarked for

Public/Semi-Public Land-use Complex. Hence,

there will be no change in land use of the proposed

site.

However, land cover shall change from vacant land

to Hospital Building.

Yes, the proposed development conforms to the

Master Plan of Delhi, 2021.

The site location is given in Environment

Management Plan.

Location Map is given Environment Management

Plan.

Layout Plan is enclosed in Environment

Management Plan.

1.2 List out all the major project

requirements in terms of the

Land area,

Built up area

Water consumption

Power requirement

Connectivity

Parking needs etc.

Plot Area: - 4046.86 m2

Built-Up Area: - 26427.553 m2

228 KLD

2253 kW

Nearest Highway: - NH-2 – 3.39 km NEE

Nearest Railway Station: - Hazrat Nizamuddin Rly

Station- 4.49 km NNE

Parking Required: - 264 ECS

Parking Provided: - 310 ECS

26



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).

The proposed construction will be done over

existing vacant land. During construction of hospital

building proper care will be taken to minimize the

dust effects during construction phase as well as

operation Phase of the project, will generate direct

and indirect employment opportunities for a large

section of society. The employment will have

positive impact thereby increasing the quality of life.

1.4 Will there be any significant land

disturbance resulting in erosion,

subsidence & instability?

(Details of soil type, slope analysis,

vulnerability to subsidence,

seismicity etc may be given).

Soil Type: Silt Loam

Slope Analysis: The project area possesses fairly

plain terrain.

Erosion / Subsidence: Proper greening & paving

of area will not cause any soil erosion problem and

subsidence.

Seismicity: Seismic Zone-IV, for which appropriate

safety measures shall be taken.

1.5 Will the proposal involve alteration

of natural drainage systems?

(Give details on a contour map

showing the natural drainage near

the proposed project site)

No, there will not be any alterations of natural drainage system due to construction of the proposed new project.

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.)

During construction phase-

Approx. 36000 m3 of soil will be excavated for

providing foundation and 4 levels of basement.

This excavated soil/ rock /debris will be properly

stacked within the site under tarpaulin cover and will

be reused for backfilling purpose. The top soil will

be preserved separately and will be used for

landscaping purpose only and the excess

excavated soil will be disposed off to approved

Municipal Land Filling Ground. C& D waste shall be

disposed as per C&D Rules. Hence, no immediate

adverse impacts on the land environment are

envisaged.

1.7 Give details regarding water supply,

waste handling etc during the

construction period.

Water Supply:

During construction stage, water will be sourced

through STP treated water or tanker suppliers.

Waste Generation / Handling:

Excavated Soil will be reused for backfilling and the

fertile top soil will be reused for horticultural

purpose.

27



For construction labour, proper sanitary facilities &

wash areas shall be constructed and good hygienic

conditions shall be maintained.

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 low lying and wetland area exist in and around

the project site.

1.9 Whether construction debris &

waste during construction cause

health hazard? (Give quantities of

various types of wastes generated

during construction including the

construction labour and the means

of disposal)

Construction debris like Concrete will be reused in

backfilling & for levelling of land/ back filling. Tiles

will be used in creating pathways in the landscape

area etc. Recyclable waste like aluminium, steel,

wood pieces, cement bags, plastic containers,

cartons, glass etc. will be sold to authorized

recyclers.

Mobile toilets & drinking water for construction

labour will be provided.

The sewage and waste water generated during

construction phase will be channelized to sewer line

of the area.

2. WATER ENVIRONMENT

2.1 Give the total quantity of water

requirement for the proposed

project with the breakup of

requirements for various uses.

How will the water requirement

have met?

State the sources & quantities and

furnish a water balance

statement.

The total quantity of water requirement will be 311 KLD. The break-up details are given in Environment Management Plan. Water requirement will be met by Delhi Jal Board (DJB) Water Balance Diagram is given in Environment Management Plan.

2.2 What is the capacity (dependable

flow or yield) of the proposed

source of water?

Delhi Jal Board (DJB) which is the dependable

source of water is the proposed source of supply.

2.3 What is the quality of water

required, in case, the supply is not

from a municipal source? (Provide

physical, chemical, biological

The quality of water complying with IS 10500 is

required. In case, if municipal water is not available,

quality of water complying with IS 10500 will be

arranged.

28



characteristics with class of water

quality)

2.4 How much of the water

requirement can be met from the

recycling of treated wastewater?

(Give the details of quantities,

sources and usage)

Total 161 KLD treated water will be reused in

flushing, gardening, Cooling of Hot Water Generator,

Mopping and cooling purposes. Hospital will be zero

liquid discharge. Hence 51.7 % of total water

requirement will be met from recycled water.

Total 22 KLD waste water shall be generated from

laboratory and laundry which will be treated in ETP of

capacity 25 KLD.19 KLD of treated water will be again

treated in STP and reuse in the different activities.

2.5 Will there be diversion of water

from other users?

(Please assess the impacts of the

project on other existing uses and

quantities of consumption)

There will not be any substantial effect on water

demand of this region as the development will be

done as per the development plan.

2.6 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)

There is no incremental pollution load from the

complex as no waste water shall be discharged

outside the complex.

2.7 Give details of the water

requirements met from water

harvesting? Furnish details of the

facilities created.

No water requirement shall be met from rain water

harvesting however, two rain water harvesting pits

shall be installed in the complex for recharging of

ground water only.

2.8 What would be the impact of the

land use changes occurring due to

the proposed 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?

There will be no impact of the proposed construction

on the run-off characteristics as runoff from the

construction site shall not be allowed into the

roadside. It will be collected in a tank & after pre-

treatment it will be reused for sprinkling, etc.

No, it will not aggravate the problem of flooding or

water logging in any way, rather will reduce the same.

29



2.9 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).

Ground water extraction is not proposed in the

complex. However, rain water harvesting pits will be

provided for ground water recharge. Ground water

extraction, if required will be done with prior

permission from CGWA.

Thus, there will be no adverse impact on the ground

water.

2.10 What precautions/measures are

taken to prevent the run-off from

construction activities polluting

land & aquifers?

(Give details of quantities and the

measures taken to avoid the

adverse impacts)

During the construction phase of the proposed site,

runoff from the construction site shall not be allowed

into the roadside. It will be collected in a tank & after

pre-treatment it will be reused for sprinkling, etc.

2.11 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).

During construction phase

Adequate measures shall be taken to channelize

storm water and the same shall be collected in a tank

& after pre-treatment it will be reused for sprinkling

etc.

During operation phase

Storm water, will be channelized to 2 no. of rainwater

harvesting pits to be installed within the complex.

2.12 Will the deployment of

construction labourers particularly

in the peak period lead to

unsanitary conditions around the

project site (Justify with proper

explanation)

Approx. 5 KLD of waste water will be discharged

from labours employed during construction phase.

Mobile toilets will be provided for labourers during

construction period. The waste water shall be

disposed off to septic tank which will be cleaned

regularly.

2.13 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)

During Construction Phase-

Approx. 5 KLD Waste water will be discharged during

construction phase from labours. It shall be

discharged into septic tanks which will be cleaned

regularly.

During Operation Phase-

There will be generation of 182 KLD (Sewage-160

KLD; Laboratory and Laundry Waste water- 22 KLD).

22 KLD laboratory and laundry waste water shall be

treated in ETP of capacity 25 KLD. 179 KLD of waste

30



water (Sewage-160 KLD; Treated water from ETP)

shall be treated in STP of capacity 240 KLD.

Treated water of 161 KLD shall be generated from

STP which shall be reused for flushing, gardening

cooling of hot water generator and mopping and

HVAC cooling purposes. Hospital will be zero liquid

discharge unit.

Details of STP & ETP are given in Environment

Management Plan.

2.14 Give details of dual plumbing

system if treated waste used is

used for flushing of toilets or any

other use.

Dual Plumbing line for using treated water will be

provided in the complex.

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)

Core Zone: There are 20 no. of trees present at the

site. Out of which 9 will be transplanted. They shall

be transplanted after taking permission from the

Forest Department only. 11 no of tress Shall be

retained at the site.

The following species are present at the site: -

SNo. Botanical

Name

Common

Name

Quantity

1. Morus Alba Shatoot 1

2. Leucaena

leucocephala

Shoo

Babool

17

3. Holoptelea

integrifolia

Papri 1

4. Bakayan 1

Buffer Zone: There are vast number of species

existing in the buffer zone of the project site. Out of

these, the following species are found in majority -:

Shisham Champak Chhota Gulmohar

Pilkhan Arjun Champa

Ashoka Ficus Dhayti

Madhu Roheda Harisinghar

31



Gulmohar Bougainvillea Neem

Mango Guava Jamun

Palm Devil’s Tree Ficus (Many

species)

3.2 Will the construction involve

extensive clearing or modification of

vegetation?

(Provide a detailed account of the

trees & vegetation affected by the

project)

There are few trees, shrubs and vegetations present

on the site,

However, Total 20 no of trees exits at site, out of

which 9 will be transplanted. They shall be

transplanted after taking permission from the Forest

Department only. 11 no. of tress Shall be retained at

the site.

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)

The green area of 1215.014 m2 (503.701 m2 on

ground, 136.872 m2 on 3rd & 9th floor, 405.942 m2 as

Green Wall and 168.5 m2 as Water tank roof) shall be

developed to provide a clean, healthy and beautiful

green environment.

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.

Core Zone: This place is not a common habitat

for local fauna. However, fauna such as squirrel,

Indian Chameleon etc were commonly found.

There will not be any type of displacement or any

other effect on the local fauna due to proposed

project activities.

Buffer Zone:

There will not be any type of displacement or any

other effect on the local fauna due to proposed

project activities.

4.2 Any direct or indirect impacts on the

avifauna of the area? Provide

details.

No, there will be no direct or indirect impact on

the avifauna of the area.

During construction, proper measures will be

taken so that there will be minimum impact on

avifauna.

4.3 Prescribe measures such as

corridors, fish ladders etc to mitigate

adverse impacts on fauna

Not Applicable

32



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 constructions)

The present air quality of the area has been

measured.

The traffic will increase due to the proposed

Hospital. Increased traffic generation of vehicles

due to Hospital will not cause increase in

atmospheric concentration of gases and will not

result in the heat island formation.

Tree plantation in the complex shall minimize the

impact of air pollution.

D.G. sets will be provided with adequate stack for

better dispersion of the flue gases.

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.

During construction phase sprinkling will be done

so no dust and odour will be generated at site.

The only source of dust generation at the site

during the operation phase will be traffic

movement. However, regular cleaning of dust

from roads shall be taken care of.

Smoke will be generated from the operation of

DG sets. Proper emission standards will be

maintained as per CPCB guidelines.

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 & exit to the project site.

The optimum parking provision is proposed at

Basement-2, Basement-3, Basement-4 and

Surface Parking. Hence there will be no shortage

of parking space for vehicles. The total parking

requirement of the project will be 264 ECS. Total

parking provision of complex will be 310 ECS.

5.4 Provide details of the movement

patterns with internal roads, bicycle

tracks, pedestrian pathways,

footpaths etc., with areas under each

category.

In the proposed Hospital project, separate entry

drive way will be provided for private vehicles and

Emergency Ambulances.

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.

To reduce/ avoid traffic following steps will be

taken:

1. One-way traffic movement

2. No honking zones

3. No vehicle movement in specified areas.

Shelter belt within the complex will further

mitigate the traffic noise.

33



The foundation will be made very hard and paved

with rubber flooring to minimize the vibration, also

all other measures to reduce vibration will be

adopted during designing of new buildings.

5.6 What will be the impact of DG sets &

other equipment on noise levels &

vibration in & ambient air quality

around the project site? Provide

details.

There would be slight impact of D.G. Sets on noise levels, vibration and in ambient air quality around the project site. 1. All the D.G. Sets shall be bought acoustically enclosed in basement. 2. Stack height as per C.P.C.B. norms to reduce the impacts on air quality around the project site shall be provided. 3. The noise from D.G. Sets will meet the desired standard as per C.P.C.B guidelines. Low Sulphur fuel is being used to run these D.G. Sets and the same shall be followed after expansion also. 4. Vibration pads in DG sets to minimize the

vibration effect.

6. AESTHETICS

6.1 Will the proposed constructions in any

way result in the obstruction of a view,

scenic amenity or landscapes?

Are these considerations taken into

account by the proponents?

No, the proposed project in any way will not cause

any obstruction.

Yes, all the considerations have been taken into

account.

6.2 Will there be any adverse impacts from

new constructions on the existing

structures? What are the

considerations taken into account?

The construction of proposed building will be

done as per approved building plan. Hence no

adverse impact is anticipated.

6.3 Whether there are any local

considerations of urban form & urban

design influencing the design criteria?

They may be explicitly spelt out.

Are there any anthropological or

archaeological sites or artefacts

nearby?

State if any other significant features in

the vicinity of the proposed site have

been considered.

None

Yes, there are archaeological sites situated at a

distance from project site.

The list of ASI sites has been attached in

Environment Management Plan

None.

34



7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any

changes to the demographic

structure of local population?

Provide the details.

As it is a hospital, during the operation of the project,

patients will come for treatment and go back hence

there will be no change to the demographic structure

of local population.

7.2 Give details of the existing social

infrastructure around the

proposed project.

Social infrastructures exist near the site:

Hospital

Moolchand Hospital-1.50 km NNE AIIMS Hospital- 2.13 km NNE Safdarjung Hospital – 2.85 km NW Post Office Post Office near Sadiq Nagar- 0.75 km NWW Post Office near Gautamnagar- 1.37 km NW Post Office near Sri Niwaspuri- 2.69 km NE Place of Worship Temple near Somali- 0.30 km NEE Temple near Sanwalnagar- 0.83 km NNE Mosque near Hauz Khas - 2.32 km NWW Schools Mata Gujri Public School, Opp C Block, Greater Kailash-1- 0.68 km SEE KIDZEE, Greater Kailash- 0.90 km SEE Sri Ram Globle Pre-School, Greater Kailash-1- 0.93 km SE Banks HDFC Bank, M-Block, Greater Kailash- 0.44 km SEE State Bank of India ATM- 0.69 km NEE Indian Bank, Zamrudpur, Greater Kailash- 0.72 km NEE

7.3 Will the project cause adverse

effects on local communities,

disturbance to sacred sites or

other cultural values? What are

the safeguards proposed?

There are the following sacred sites present in the

vicinity of the proposed project site: -

Place of Worship Temple near Somali- 0.30 km NEE Temple near Sanwal nagar- 0.83 km NNE Mosque near Hauz Khas - 2.32 km NWW

Measures shall be considered so that no negative

impact is envisaged due to construction of the project.

35



8. BUILDING MATERIALS

8.1 May involve the use of building

materials with high-embodied energy.

Is the construction materials produced

with energy efficient processes?

(Give details of energy conservation

measures in the selection of building

materials and their energy efficiency

The major materials required for construction of

the project are steel, cement, bricks, flooring

tiles / stones, sanitary and hardware items,

electrical fittings, water, etc.

Energy efficient Building material will be used.

Details of Energy Conservation measures given

in Environment Management Plan.

8.2 Transport and handling of materials

during construction may result in

pollution, noise & public nuisance.

What measures are taken to minimize

the impacts?

Yes, transportation and handling of material

results in air pollution and noise however will be

minimized by covering material by the tarpaulin

and ensuring PUC certificate of vehicles and

good condition silencers.

8.3 Are recycled materials used in roads

and structures?

State the extent of savings achieved?

The debris of construction material will be also

used in backfilling, roads etc. The rest of the

waste shall be sent to C & D facility. Recyclable

waste like aluminium, steel, wood pieces,

cement bags, plastic containers, cartons, glass

etc. will be sold to authorized recyclers.

8.4 Give details of the methods of

collection, segregation & disposal of the

garbage generated during the operation

phases of the project.

This solid waste will be disposed off as per

municipal solid waste management and

handling norms. Details of collection,

segregation and disposal of the biomedical

waste is given in the Environment Management

Plan.

9. ENERGY CONSERVATION

9.1 Give details of the power

requirements, source of

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?

Power Requirement: 2253 kW (2503.3 kVA)

Source of Power: Delhi Discom BSES Rajdhani

Power Limited.

Back-up Source:


Fuel: Low sulphur Diesel

DG have been bought acoustically enclosed and

placed in acoustically enclosed room.

Appropriate energy conservation measures &

management plan have been adopted in order to

minimize the consumptions of non-renewable fuel.

Details are given in Environment Report.

36



9.2 What type of and capacity of

power back-up do you plan to

provide?


Fuel: Low sulphur Diesel

All have been installed to provide power backup during

power failures.

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

radiatio

High-performance double-glazed glass unit shall be

used.

S.

No

BUILDING

MATERIAL

PROPOSED

WITH U & R

VALUES

‘R’ Values

(in Sq m.

Deg K/

Watts)

‘U’

Values

(in Watts/

Sq m.

Deg K)

1. Glass

(High-

performance

double-glazed

glass unit)

0.71 1.4

9.4 What passive solar

architectural features will be

used in the building?

Illustrate the applications

made in the proposed project.

Building design and envelope shall be optimized

through selection of appropriate wall and roof

construction and through adoption of solar measures.

Yes, the layout of building shall be designed to

maximize the potential for use of solar lighting per day

devices.

9.5 Does the layout of streets &

buildings 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? Substantiate with

details.

Yes, the layout of building shall be designed to

maximize the potential for use of solar lighting.

Yes, solar power-based street, common area light and

solar water heaters shall be used.

9.6 Is shading effectively used to

reduce cooling/heating loads?

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

affected?

Architectural measures shall be adopted to provide

shading devices for windows and roof which would

effectively reduce heating up of building envelope.

Louvers and sunshades will be used around windows

in order to protect from direct sunlight.

9.7 Do the structures use energy-

efficient space conditioning,

lighting and mechanical

Suitable energy optimization will be adopted during the

calculation of energy load of the proposed project. The

37



systems? Provide technical

details.

Provide details of the

transformers and motor

efficiencies, lighting intensity

and air-conditioning load

assumptions?

Are you using CFC and HCFC

free chillers? Provide

specifications

space heating load will be minimized by using solar

structure and suitable buildings envelop material.

The details of the transformers and motor efficiencies,

lighting intensity and air-conditioning load assumptions

will be given in the Environment Management Plan.

Uses of incandescent lamp and halogen lamps will be

avoided and energy efficient LED will be used for all

common area.

CFC & HCFC free chillers will be used.

9.8 What are the likely effects of

the building activity in altering

the micro-climates?

Provide a self-assessment on

the likely impacts of the

proposed construction on

creation of heat island &

inversion effects?

No significant effect is envisaged on the surrounding

environment of project. Increased traffic generation and

use of D.G. Sets in the project will not cause significant

increase in atmospheric concentration of gases and will

not result in heat island formation.

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-values or the

R values of the individual

components.

Brickwork, plaster, stone work, double insulated glass

for external façade

S. No BUILDING

MATERIAL

PROPOSED

WITH U & R

VALUES

‘R’ Values

(in Sq m.

Deg K/

Watts)

‘U’ Values

(in Sq m. Deg

K/ Watts)

1. Exterior Wall

Brick & AAC

Blocks wall (230

mm thick), both

side thick sand

cement plaster (20

mm) with

insulation.

1.33 0.749

2. Exterior Roof

150 mm RCC slab

with 50 mm Cement

sand screed, 80 mm

Brick Batt Coba and

50 mm thick Puff)

2.84 0.352

3. Glass

(High-performance

double-glazed glass

unit)

0.71

1.4

38



9.10 What precautions & safety

measures are proposed

against fire hazards? Furnish

details of emergency plans.

Fire storage tank with fire pumps like Hydrant pump,

Jockey Pump, Pressure vessel & Diesel Engine Driven

Pump have already been installed in the plant room.

Fire Hydrant System:

The hydrant ring main from fire pumps header are

running all around the buildings with yard hydrants at

suitable intervals. Wet risers are tapped from ring main

and run along the shaft. Fire hose cabinet is provided

on all floors with accessories.

Sprinkler System:

It is provided on all floor areas except electrical rooms,

server rooms.

Overhead water storage tank at roof is connected to

sprinkler system.

Fire Extinguishers:

Portable type class A, B & C fire extinguishers will be

provided at all fire sensitive places.

9.11 If you are using glass as wall

material provides details and

specifications including

emissive and thermal

characteristics.

All fenestration with U-factors, SHGC, or visible light

transmittance determined, certified, and labelled in

accordance ISO-15099 shall be adopted.

9.12 What is the rate of air

infiltration into the building?

Provide details of how you are

mitigating the effects of

infiltration.

The air inflow and outflow shall be maintained as per

norms. All the window and door will be airtight quality;

hence we don’t foresee any air infiltration. Proper inflow

and outflow of air shall be maintained and proper

dilution shall be provided by using air exhaust to

maintain air quality.

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.

Solar energy will be used. It is proposed to install solar

panels on the roof.

The details of the renewable technologies used will be

given in the Environment Management Plan.

39



10. ENVIRONMENT MANAGEMENT PLAN

10.1 The Environment Management Plan would

consist of all mitigation measures for each item

wise activity to be undertaken during the

construction, operation and the entire life cycle

to minimize adverse environmental impacts as

a result of 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

site including fire.

Detailed Management Plan along with

Monitoring Plan has been given in

Environment Management Plan.

40



ENCLOSURE 2: CONCEPTUAL PLAN

41



Introduction The proposed project titled “150 Bedded Hospital” will be located at Public Site no. 1,

Besides Archana Cinema, Greater Kailash-1, New Delhi-110048. The land has been given

on lease to Lal Chand Public Charitable Trust for the development of Hospital Building.

The total plot area of the project is 4046.86 m2 and the built-up area of the project is

26427.553 m2. As, the built-up area of the project will be 26427.553 m2 which is less than

1,50,000 m2, hence it falls under Category ‘B’, activity 8(a) of Schedule of the EIA

notification, 2006 and its amendments.

Activities/ Amenities The activities proposed in the project are the following-:

• IPD

• OPD

• Day Care

• Emergency (casualty)

• Laboratories

• Operation theatres (OT),

• Intensive care units (ICU)

Site Location The proposed project titled “150 Bedded Hospital” will be located at Public Site no. 1,

Besides Archana Cinema, Greater Kailash-1, New Delhi-110048. The location of site is

given in Environment Management Plan.

Type of Project

The proposed project is a new Hospital to be developed at built-up area 26427.595 m2.

Hence, it falls under category B, Item 8(a) of schedule of EIA notification, 2006 and its

subsequent amendments.

Project Details

Project details are given in Table 1.

Table 1: Project Details

PARTICULARS Unit Details

Cost of the project Rs. 215 Crores

Plot Area m2 4046.86

G.C (Permissible) m2 1618.74

G.C (Ach) m2 1504.402

FAR AREA (A)

42



FAR Permissible m2 12140.58

FAR proposed m2 11921.65

Additional permissible FAR for waiting

m2 1321.425

FAR proposed for waiting m2 1292.596

Total FAR (Proposed)- A m2 13214.246

Non-FAR AREA

BASEMENT AREA

Basement -I m2 2326.244

Basement -2 m2 2147.676

Basement -3 m2 2150.619

Basement -4 m2 2337.944

Total Basement Area m2 8962.482

NON- FAR m2 4250.825

Total Non-FAR -B m2 13213.307

Built-up Area (A+B) m2 26427.553

GREEN AREA

Ground m2 503.701

3rd and 9th Floor m2 136.872

Green Wall m2 405.942

Water Tank Roof m2 168.5

Total Green Area m2 1215.014

Total Open & Road Area m2 1327.44

Parking Required ECS 264

Parking Provision ECS 310

SERVICE DETAILS

Activities in Hospital - Hospital building

POPULATION IN HOSPITAL

No of IPD beds No. 150

No of OPD Patient No. 1200

Staff No. 600

43



Visitors No. 2500

Total Population No. 4450

No of Towers No. 1

Number of Basements No. 4

Maximum No. of Floors No. G+11

Max. height of building m 45.0

Building height for architectural

feature

m 56.5

Total Power load kW 2253 (2503.3 kVA)

No. of DG sets No. 1x1010 kVA, 1x500

kVA

No. of Rain water Harvesting pits No. 2

Total Water Requirement KLD 311

Total Fresh Water Requirement KLD 150

Total Treated Water Reuse KLD 161

Total Solid Waste Generation tons/annum 260

Total Biomedical Waste Generation tons/annum 21

STP Capacity KLD 240

ETP Capacity KLD 25

Population Details During Construction phase-: 150 no. of labours shall be employed for the construction of

the project.

During Operation Phase-: The total population of the project has been estimated to be

4450 persons including In-patient Beds, Out-patient Beds, Staff and Visitors.

The population details are given in Table below-:

Table 2- Population Details

Population

Particulars Unit Details

No. of IPD Beds No. 150

44



No of OPD Beds No. 1200

Staff No. 600

Visitor No. 2500

Total Population No.

4450

Water Management During construction phase, Approx. 12 KLD of water will be required which will be arranged on temporary basis through the tankers. 7 KLD of water will be required for domestic purposes while 5 KLD of water will be used for construction purposes. The waste water generated during construction phase will be 5 KLD sewage which will be discharged into septic tank which will be cleaned regularly.

During operation phase, the total water requirement of the project will be 311 KLD. Out

of which, fresh water requirement will be 150 KLD. The fresh water requirement shall be

met by Delhi Jal Board. There will be generation of 182 KLD (Sewage-160 KLD;

Laboratory and Laundry Waste water- 22 KLD) wastewater. 22 KLD laboratory and laundry

waste water shall be treated in ETP of capacity 25 KLD. 179 KLD of waste water (Sewage-

160 KLD; Treated water from ETP) shall be treated in STP of capacity 240 KLD. Treated

water of 161 KLD shall be generated from STP which shall be reused for flushing,

gardening cooling of hot water generator and mopping and HVAC cooling purposes.

Hospital will be zero liquid discharge unit.

The total water management has been given in the Environment Management Plan.

Rain water collection Details To recharge the ground water, 2 no. rain water harvesting pits shall be provided within the project area. Details are given in Environment Management Plan.

Power Requirement & Back-up Power requirement during Construction Phase will be met by DG set of 125 kVA which shall be used for construction works.

Total Power Requirement during Operation Phase will be 2253 kW (2503.3 kVA) which

will be sourced through Delhi DISCOM BSES Rajdhani Power Limited. In case of power

failure, power backup will be provided through DG sets of 1x1010 kVA and 1x500 kVA.

The DG sets will be kept in acoustically treated room in Basement.

Solid & Hazardous Waste Management During Construction Phase- Solid and Hazardous waste generation will be approx. 22.5 kg/day (8.2 tons/annum) of waste from labourers. Approx. 36000 m3 excavated soil shall be generated due to excavation for 4 levels of basements & foundation. Out of which, 6000 m3 of top soil shall be stored at a designated area and will be initially stacked and covered with tarpaulin for settling then will be used for landscaping purposes while 31000 m3 of excavated soil shall be properly stacked under tarpaulin cover and will be reused for back filling purpose and road construction, etc

45



During operation phase- Total Solid and Hazardous Waste generation will be 713 kg/day (260 TPA) out of which 428 kg/day (156 TPA) biodegradable waste will be treated in Organic Waste convertor while 143 kg/day (52 TPA) recyclable waste and 143 kg/day (52 TPA) plastic waste will be given to approved recycler.

0.30 kL/annum used oil shall be generated and 0.024-0.36 tons/annum E-waste will be

generated.

Battery waste shall be generated mainly from inverters & UPS.

Parking Management During construction phase- Proper parking provisions of trucks and other construction vehicles shall be made. Proper spaces for loading and unloading shall be defined.

During operation phase- Total parking requirement for the project will be 264 ECS. Total

Parking Provision for the Project will be 310 ECS which shall be provide in Basements -2

,3 and 4 and on Surface. Details are given in Environment Management Plan.

Green Area Development Green Area shall be developed on 1215.014 m2 (503.701 m2 on ground, 136.872 m2 on 3rd

& 9th floor planter, 405.942 m2 as Green Wall and 168.5 m2 as Water tank roof) i.e. 30%

of total plot area.

46



ENCLOSURE 3. ENVIRONMENT MANAGEMENT PLAN

47



ENVIRONMENT MANAGEMENT PLAN

of

“150 BEDDED HOSPITAL”

Besides Archana Cinema, Public Building Site no. 1,

Greater Kailash-1, New Delhi

For: -

Lal Chand Public Charitable Trust

4th Floor, Gopal Dass Bhawan, 28, Barakhamba Road, New Delhi-110001

PREPARED BY:

M/S PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered wide list of accredited consultants organizations/ Rev 78/ 10th July, 2019 at S. No-112)

(An ISO 9001:2008 & ISO 14001:2004 Certified Company) 5th Floor, NN Mall, Sector 3, Rohini, New Delhi-110085

Phone: +91-11-49281360

48



3.1 PROJECT DETAILS The proposed project titled “150 Bedded Hospital” will be located at Public Site no. 1,

Besides Archana Cinema, Greater Kailash-1, New Delhi-110048. The land has been given

on lease to Lal Chand Public Charitable Trust for the development of Hospital Building.


26427.553 m2. As, the built-up area of the project will be 26427.595 m2 which is less than

1,50,000 m2, hence it falls under Category ‘B’, Activity 8(a) of Schedule of the EIA

notification, 2006 and its amendments.

The activities proposed in the project are the following-:

• IPD

• OPD

• Day Care

• Emergency (casualty)

• Laboratories

• Operation theatres (OT),

• Intensive care units (ICU)


26427.595 m2. 1504.402 m2 shall be utilized as Ground Coverage. Total FAR proposed of

the project will be 13214.246 m2 and Non-FAR Area of the project will be 13213.349 m2.

Total Basement area will be 8962.479 m2. The total cost of the project will be Rs. 215

Crores. The maximum height of the building (including architectural feature) will be 56.5

m.

3.1.1 Area Details: Table 1: Detailed project information

PARTICULARS Unit Details

Cost of the project Rs. 215 Crores

Plot Area m2 4046.86

G.C (Permissible) m2 1618.74

G.C (Ach) m2 1504.402

FAR AREA (A)

FAR Permissible m2 12140.58

FAR proposed m2 11921.65

Additional permissible FAR for waiting

m2 1321.425

FAR proposed for waiting m2 1292.596

Total FAR (Proposed)- A m2 13214.246

49



Non-FAR AREA

BASEMENT AREA

Basement -I m2 2326.244

Basement -2 m2 2147.676

Basement -3 m2 2150.619

Basement -4 m2 2337.944

Total Basement Area m2 8962.482

NON- FAR m2 4250.825

Total Non-FAR -B m2 13213.307

Built-up Area (A+B) m2 26427.553

GREEN AREA

Ground m2 503.701

3rd and 9th Floor m2 136.872

Green Wall m2 405.942

Water Tank Roof m2 168.5

Total Green Area m2 1215.014

Total Open & Road Area m2 1327.44

Parking Required ECS 264

Parking Provision ECS 310

SERVICE DETAILS

Activities in Hospital - Hospital building

POPULATION IN HOSPITAL

No of IPD beds No. 150

No of OPD Patient No. 1200

Staff No. 600

Visitors No. 2500


No of Towers No. 1

Number of Basements No. 4

Maximum No. of Floors No. G+11

50



Max. height of building m 45.0

Building height for architectural

feature

m 56.5

Total Power load kW 2253 kW (2503.3 kVA)

No. of DG sets No. 1x1010 kVA, 1x500 kVA

No. of Rain water Harvesting pits No. 2


Total Fresh Water Requirement KLD 150

Total Treated Water Reuse KLD 161


Total Biomedical Waste

Generation

tons/annum 21

STP Capacity KLD 240

ETP Capacity KLD 25

3.1.2 Population Details During Construction phase-: 150 no. of labours shall be employed for the construction of

the project.

During Operation Phase-: The total population of the project has been estimated to be

4450 persons including In-patient Beds, Out-patient Beds, Staff and Visitors.

The population details are given in Table below-:

Table 2- Population Details

Population

Particulars Unit Details

No. of IPD Beds No. 150

No of OPD Beds No. 1200

Staff No. 600

Visitor No. 2500


51



3.1.3 Parking Management Parking Required:

Table 3: Parking Requirement Details

Parking Requirement

Particulars Factor Parking Required (in ECS)

Parking Required FAR/50 264 ECS

Parking Provision:

Table 4: Parking provision details

Particulars Area Service

area Parking

area Factor

Parking provision (in ECS)

Basement -2 2147.676 645.610 2147.676 16 94

Basement -3 2150.619 521.706 1628.913 16 102

Basement -4 2337.944 556.44 1781 16 111

Surface Parking (Ambulance Parking)

57.0

1

Surface Parking (Differently Abled) 2

Total parking 310 ECS

3.1.4 Power Requirement and Backup Details During Construction Phase-: DG sets of 125 kVA will be used for construction works.

During Operation Phase-: The total power requirement of the project will be 2253 kW

(2503.3 kVA) which will be met by Delhi DISCOM BSES Rajdhani Power Ltd. In case of

failure, power backup will be provided through DG sets of 1x1010 kVA and 1x500 kVA.

Stack height level of 6 m above roof level shall be maintained.

Table 4- Electric Details

Power Source Delhi Discom BSES Rajdhani Power Limited.

Total Power Load 2253 kW (2503.3 kVA)

No. of DG Sets 1x1010 kVA and 1x500 kVA

52



3.1.5 Waste Water, Rain Water and Solid Waste Details Table 5- Waste Water, Rain Water and Solid Waste Details

Description Unit Details



Total Waste Water Reuse KLD 78

Total Waste Water Generation KLD 182

(Sewage-160 KLD:

Laundry and Laboratory

Waste water- 22 KLD)

Sewage Treatment Plant Capacity KLD 240

Effluent Treatment Plant Capacity KLD 25

Rain Water Harvesting pits No. 02

3.2 Land Use and Ownership of the site land The land has been given on lease by Lal Chand Public Charitable Trust for the

development of Hospital Building. The land of the proposed project has already been

earmarked for development Hospital Building as Public/Semi-public Building (Hospital

Building allowed under PSP) according to the Master Plan of Delhi 2021.

3.3 Land Use The land use proposed at the site is given in Table 6.

Table 6: Land use of the project Site

Land use Area (m2) Percentage (%)

Ground Coverage 1504.402 37.17

Green Area (on ground) 503.701 12.45

Surface parking area 57.000 1.41

Road and Open Area 1981.757 48.97

Plot Area 4046.86 100.00

53



Figure 1: Land use

3.4 Location of the project with connectivity

3.4.1 Geographical Information of Site Table 7: Geographical information of project site

Latitude Longitude Elevation

28°33'14.68"N 77°13'50.95"E 214.56

Location map is shown in Figure 2.

Figure 2: Project site location

37.17 %

12.45%1.41%

48.97%

Landuse

Ground Coverage

Green area

Surface parking area

open and road area

N

54



3.4.2 Topographical Map

3.5 Connectivity of the Project Details of connectivity are shown in Table below-:

Table-6 – Details of Connectivity around the Project Site

S. No. Accessibility Description Distance & Direction

1. Highway/ Road NH -2 3.39 km NEE

2. Railway Station Hazrat Nizamuddin Rly Station 4.49 km NNE

3. Airport Indira Gandhi International Airport 10.89 km E

55



3.6 Centrally Protected Monuments under Delhi Circle The list of Centrally Protected Monuments under Delhi Circle has been enclosed as

Enclosure-7.

3.7 Layout Plan

N

56



3.8 Water Management

3.8.1 Source of Water The water will be resourced through Delhi Jal Board.

3.8.2 Present Quality The present quality of Surface Water of nearby drain has been accessed, the summarised

results with prescribed standards has been tabulated below-:

Sample Code Unit Nearby Drain Class

pH - 7.4 -

Total Dissolved Solids mg/l 616 E

Total Hardness mg/l 260 E

Biochemical Oxygen Demand mg/l 12 E

Chemical Oxygen Demand mg/l 40 E The detailed studies have been done by M/s Perfact Researchers Pvt. Ltd.

3.8.3 Water Requirement During construction phase- Treated water will be arranged on temporary basis through

the tankers water supply. For construction activities, water will be sourced through nearby

STP/tanker water supplier and will be retreated on site before use. Drinking water will be

sourced through the tankers.

Total domestic water requirement during construction phase will be 12 KLD.

During operation phase-: Water requirement will be met through Delhi Jal Board.

Table 8: Water Requirement

Particulars Population Factor

Water Requirement

(in KLD) Domestic (in KLD)

Flushing (in KLD)

Waste Discharge (in KLD)

IPD patient 150 450 68 45 23

OPD PATIENT 1200 15 18 12 6

Staff and employee 600 45 27 15 12

Visitors 2500 15 38 13 25

Sub total 4450 151 85 66

Waste discharge 72 66 138

Kitchen (15 LITERS/PER PERSON i.e. 3meals per bed + 2 meals for staff+ some meals for visitors 26 22

filter /R.O. back wash 10 0

water req. for RO 5 0

Lab 12.5

Say 13 11

57



Laundry 11 10

Gardening 2 Nil

Floor mopping 5 0

Hot water generator 5 Nil

HVAC cooling 83 Nil

Total Water Requirement 311 160

Water Balance: -

Figure 3 Water Balance

3.8.4 Disposal There will be generation of 182 KLD (Sewage-160 KLD; Laboratory and Laundry Waste

water- 22 KLD) wastewater. 22 KLD laboratory and laundry waste water shall be treated

in ETP of capacity 25 KLD. 179 KLD of waste water (Sewage-160 KLD; Treated water

from ETP) shall be treated in STP of capacity 240 KLD. Treated water of 161 KLD shall

be generated from STP which shall be reused for flushing, gardening cooling of hot water

generator and mopping and HVAC cooling purposes. Hospital will be zero liquid discharge

unit.

3.9 Air and Noise Management

3.9.1 During Construction DG sets of 125 kVA shall be used for Power supply during the construction phase.

Total Water Requirement

(311 KLD)

Treated Water

(161 KLD)

Total Waste Water

( 160 KLD)

Waste water

(NIL)

Treated Water Reuse

(161 KLD)

STP Capacity

(240 KLD)

Fresh Water

(150 KLD)

Treated Water

(161 KLD)

Flushing

(66 KLD)

Waste water

(66 KLD)

Hot water generator

(5 KLD)Laboratory

(12.5 KLD)

Waste water

( 11 KLD)

Domestic

(85 KLD)

Waste water

(72 KLD)

Treated Water

(19 KLD)

Waste Water

(22 KLD)

ETP

(25 KLD)

Gardening

(2 KLD)

Waste Water

(NIL)

RO & filter

backwash (15 KLD)

Kitchen

(26 KLD)

Waste water

(NIL)

Waste water

(22 KLD)

Laundry

(11 KLD)

Waste water

( 11 KLD)

Mopping

(5 KLD)

Waste water

(NIL)

Cooling

(83 KLD)

Waste water

(NIL)

58



3.9.2 During Operation During operation phase 2253 kW (2503.3 kVA) of power load from Delhi Discom BSES

Rajdhani Power Limited shall be supplied to the project. Power backup shall be provided

by DG sets of capacity 1x1010 kVA and 1x500 kVA.

3.10 Energy Conservation Measures

Following are the measures adopted to conserve the energy:

• Energy efficient lighting fixtures in parking and above grade floors.

• Basement lighting is controlled by alternate circuit switch for reducing energy

consumption during peak hours, by switching off the alternate lighting fixtures.

• Energy efficient pumps and motors (BEE star rated).

• Energy efficient water-cooled screw chillers with VSD drive.

• Roof with 50 mm puff insulation.

• AAC blocks proposed for

external wall construction.

• High performance double glazing for hospital building.

• Voltage drop for feeders shall not exceed 2% at design load and voltage drop for

branch circuit shall not exceed 3% at design load.

• Losses of transformer shall not be exceeding than ECBC requirement.

• All 3 phase shall maintain 0.95 power factor at the point of connection.

• Uses of incandescent lamp and halogen lamps shall be avoided and energy efficient

LEDs shall be used for all common area.

•

Solar Measures:

• External street lighting shall be provided by standalone solar panel.

• Solar Water Heater will be used to meet hot water requirement of the project.

• 20% of the total hot water shall be taken from solar power generation.

• 23 kW of solar panels shall be installed on the roof.

• The layouts of buildings are designed to maximize the potential for use of solar

lighting per day devices.

• The space heating load will be minimized using solar structure and suitable

buildings envelop material.

Approx. 20.3% Energy shall be saved by adopting such measures.

3.11 Environment Management

The Environment Management Plan (EMP) is a site-specific plan developed to ensure that

the project is implemented in an environmentally sustainable manner where all

stakeholders including the project proponents, contractors and subcontractors, including

consultants, understand the potential environmental risks arising from the proposed

project and take appropriate actions to properly manage that risk. Adequate environmental

management measures need to be incorporated during the entire planning, construction

59



and operating stages of the project to minimize any adverse environmental impact and

assure sustainable development of the area.

The EMP presented below should be followed and regular monitoring of relevant

parameters as stated in post project-monitoring schedule shall be carried out. The EMP is

to be proactive in nature and will be upgraded if new facilities or modification of existing

facilities, with environmental concerns, come up at a later stage.

3.11.1 Environment Management During Construction Phase

3.11.1.1 AIR ENVIRONMENT INDIAN METEROOGICAL DATA

Indian Meteorological Data conditions of the Project area can be summarised in the table

below-:

S.no. Particulars Unit Details

1. Temperature ˚C 21.1-29.3

2. Relative Humidity % 43

3. Annual Rainfall mm 799

4. Wind Direction - North East to South West

5. Predominant Wind Direction - East to West

Annual Windrose Diagram

The Windrose Diagram of Annual AVERAGE (2002-2013) is given in figure below-:

Figure 4 Annual Windrose Diagram

(Source- IMD, Safdarjung)

Air quality around the project will be adversely impacted during the construction stage.

Various construction activities especially related to lose material likely to cause generation

of dust that adversely impacts the air quality of the surrounding area of the project site. To

minimize such impact, following measures will be taken:

• Dust mitigation measures shall be taken as per Environment (Protection)

Amendment Rules, 2018.

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• Metallic Roads leading to or at construction sites shall be paved and blacktopped.

• No excavation of soil shall be carried out without prior barricading of the project site

& other adequate dust mitigation measures in place.

• No loose soil or sand or Construction & Demolition Waste or any other construction

material that causes dust shall be left uncovered.

• Wind-breaker around the project site shall be provided.

• Water sprinkling system shall be put in place using spraying Nozzles.

• Sprinkling shall be done every hour by fixed sprinkling system.

• Proper barricading up to 10 m shall be provided.

• Grinding and cutting of building materials in open area shall be prohibited.

• Construction and Demolition waste shall be stored only within earmarked area and

road side storage of construction material and waste shall be prohibited.

• Only covered vehicles carrying construction material and waste shall be permitted

inside the complex.

• Construction and Demolition Waste processing and disposal site shall be identified

and required dust mitigation measures be notified at the site.

• DG sets shall be installed acoustically enclosed with adequate stack heights.

Tankers will be used for supply of construction water. Maximum Ground Level

Concentration of PM10 due movement of tankers and operation of DG Set shall be

maintained. Detailed AAQ report is discussed in Dispersion report enclosed as Enclosure

– 14. Sprinkling will be done at the source of dust anticipated.

3.11.1.2 Noise Environment

During the construction stage, expected noise levels will be in the range of 80-100 dB(A),

which will decrease with increase in distance. Hence all the construction activities shall be

carried out during the daytime.

Due to the construction activities undertaken for the project, there will be some noise

generation due to the movement of vehicles carrying construction materials and as this

will be only a temporary phenomenon, it shall be managed by properly regulating the

movement of vehicular traffic so that the ambient noise quality will not be adversely

affected.

To prevent any occupational hazard, ear muff / ear plug shall be given to the workers

working around or operating the plant and machinery emitting high noise levels. Operation

of such plant or machinery shall be strictly prohibited during night hours. Careful planning

of machinery operation and scheduling of operations shall be taken to minimize such

impact. Furthermore, following measures shall also be adopted:

• All the machinery and equipment shall be regularly maintained to reduce the noise

level.

• DG sets of capacity 125 kVA shall be installed acoustically enclosed.

• Noise barriers shall be installed to reduce traffic noise & vibrations.

• Plantation shall be developed along the periphery of the site.

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3.11.1.3 Water Environment

During the construction of the proposed project, the services required like water supply

and sewage facilities shall be arranged on a temporary basis and the same shall be

maintained without any adverse impact on the environment. Following are the measures

required to manage the water environment at site:

• 7 KLD of water is required for domestic use. Water shall be taken from STP treated

water of nearby area/ STP supplied through Tankers.

• Mobile toilets for construction labours shall be provided.

• 5 KLD of the sewage and waste water generated shall be discharged into septic tank

which will be cleaned regularly.

• Runoff from the construction site shall not be allowed to stand (water logging) or enter

into the roadside or nearby drain. Adequate measures shall be taken to collect such

run off and either are reused or disposed off at the designated construction waste

disposal location.

3.11.1.4 Solid Waste Management During the construction, 36000 m3 excavated soil shall be generated due to excavation for 4 levels of basements & foundation. Out of which, 6000 m3 of top soil shall be stored at a designated area and will be initially stacked and covered with tarpaulin for settling then will be used for landscaping purposes while 31000 m3 of excavated soil shall be properly stacked under tarpaulin cover and will be reused for back filling purpose and road construction, etc. As soon as proposed green area will be ready the top soil will be transferred and seeding will be done with regular sprinkling.

Construction debris like Concrete will be recycled and will be used in lean concrete, brick

work wastage will be used waterproofing for terrace, toilets etc. Tiles will be used in

creating pathways in the landscape area etc. Recyclable water like aluminium, steel, wood

pieces, cement bags, plastic containers, cartons, glass etc. will be sold to recyclers.

Approximately,10.95 tons/annum of Municipal solid waste shall be generated from

temporary labours which shall be disposed off at Municipal Landfill site.

Used oil whenever generated from the DG sets shall be kept in a secured place and in

leak prof container and shall be sent to approved recycler.

3.11.2 Environment Management during Operation Phase

3.11.2.1 AIR ENVIRONMENT DG set of 1x1010 kVA and 1x500 kVA will be installed as power backup for emergency

use during power failure. Hence, to avoid the emissions, the DG sets shall be kept in

acoustically treated room in Basement. Stack height of 6 m above roof level for each D.G.

sets shall be provided to reduce the air emissions, meeting all the norms prescribed by

CPCB.

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Table 11: DG set & stack Height

As per the specifications from D.G. Set manufacturer following emissions shall be

maintained, as given in Table 10.

Table 12: DG Set emission standards

D.G Sets No. PM

mg/Nm3

NOx

mg/Nm3

HC

mg/Nm3

CO

mg/Nm3

1010 kVA 2 75 887.5 100 150

500 kVA 1 0.3 9.2 1.3 3.5

3.11.2.2 NOISE ENVIRONMENT

The main sources of the noise pollution will be D.G sets. of 1x1010 kVA and 1x500 kVA

will be installed in the project.

DG sets shall be kept in acoustically treated room and shall meet the norms prescribed by

CPCB. Planting of the trees at the boundary of the project will help in reducing the level of

the noise within the project.

Location of DG sets: Basement

Insulation of air inlet and outlet points

The sound travels along with air therefore it is necessary to control the travelling sound

with the help of insulated ducts [2” glass wool pads and perforated sheets] and louvers at

inlet and outlet air points. The ducts have S-type shape to prevent any direct escape of

noise Insulated service door

The maintenance and servicing of D.G. set is done using a suitable service door of 5’ x 7’

size. The door is made of MS sheet and frames fully insulated with 3” thick glass wool pad

followed by perforated aluminium sheets.

D. G. Set. Capacity No Stack Height

500 kVA 1 6 m above roof level

1010 kVA 1 6 m above roof level

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3.11.2.3 WATER MANAGEMENT Total water requirement has been estimated to be 311 KLD for the proposed project and will be met by Delhi Jal Board. Water shall be used mainly for Domestic, Flushing, Kitchen, Laundry, Gardening, RO & Filter backwash, Laboratory, Hot Water generator Mopping and HVAC cooling purposes.

Total waste water generated in the complex will be 182 KLD (Sewage-160 KLD; Laundry and Laboratory Wastewater-22 KLD). The laundry and laboratory waste water of 22 KLD shall be treated in ETP of capacity 25 KLD. 19 KLD treated water shall be generated from ETP shall be discharged to STP again for treatment. 161 KLD of treated water shall be generated from STP of 240 KLD. Treated water generated from STP shall be reused in flushing, gardening, Cooling of Hot water generator, mopping and HVAC cooling purposes.

3.11.2.3.1 Waste Water Treatment

The Sewage Treatment Plant of 240 KLD based on MBBR technology offered has some

distinct advantages over conventional activated sludge processes. The scheme is proven,

under a variety of operating conditions, and is highly flexible in operation.

Particulars Total (in KLD)

Total Waste water Discharge 179

STP Capacity 240

ETP Capacity 25

Treated Water Reuse 161

The characteristics of Raw sewage and the characteristics required for the treated water

will be as given in Table 10 and 11 respectively.

Table 2: RAW SEWAGE CHARACTERISTICS

Flow m3 / day 179 KLD

pH - 7.5 – 8.0

Figure 5: Anti-vibration pads

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The Sewage Treatment Plant (STP) will give treated water, which will be reused for

Flushing,Mopping, Gardening & Cooling purposes.

Table 3: TREATED SEWAGE CHARACTERISTICS

pH - 6.5-9.0

BOD mg / l <20

COD mg / l <50

TSS mg / l <50

Oil & Grease mg / l NIL

TREATMENT PROCESS:

It is proposed to treat the complete wastewater in a scientific manner through a properly

planned treatment plant. The objective is to stabilize the decomposable organic matters

present in sewage so as to get an effluent and sludge having characteristics which are

within safe limits. To have an efficient treatment system, this aeration system is proposed

consisting of MBBR Technology. The sewerage treatment plant can be constructed in

such a way that it becomes viable by providing Treated water for reuse and sludge that

can be used as for manure for further use.

Different Components of the Plant

In the proposed treatment scheme, the following component unit shall be

provided:

➢ Screen chamber

➢ Bar screen /Grit chamber within effluent collection sump.

➢ Submersible type raw effluent re-lift pumps

➢ Equalization tank

➢ MBBR tank/ Aeration tank

➢ Tube settler

➢ Clarified Water, Filtered Water & Soft Water Storage Tanks

➢ Filter feed pump

➢ Tertiary Treatment Units (Filtration, U.V treatment)

➢ Treated Water Supply Pumps

BOD mg / l 200 - 350

COD mg / l 400 - 500

TSS mg / l 100

Oil & Grease mg / l 10

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➢ Sludge return pump

➢ Sludge holding tank

➢ Centrifuge for solid waste management

➢ Sludge loading pumps

➢ Sludge drying beds, Centrifuge/Filter Press

PROCESS DESCRIPTION

a) Raw sewage from main sewer line shall be collected through gravity pipes into the

screen chamber. This manually cleaned screen shall be provided to remove floating

and big size particles which may otherwise choke the pumps and pipe lines.

b) After screening, the waste water shall be allowed to pass through a grit chamber to

remove the grit material. The screens and grit chambers shall be accessible so that

they may be manually cleaned from time to time.

c) The screened waste water from the Grit chamber shall be then passed into the

equalization tank to homogenize the waste water quality and also even out flow

fluctuations and feed waste water of uniform quality at constant rate to subsequent

treatment units. Air mixing shall be provided to mix the contents of the equalization

tank. A coarse bubble aeration grid shall be provided to mix the contents of the

equalization tank and also to avoid septic conditions in the tank. From the equalization

tank the wastewater will be pumped into an MBBR Tank.

d) The MBBR process uses small plastic carrier elements to provide growth sites for

bacteria attachment in a suspended growth medium. The carrier elements shall allow

a higher biomass concentration to be maintained in the reactor. This shall increase the

biological treatment capacity for the given reactor volume.

e) The carrier elements shall be continuously kept in suspension by the aeration system.

The agitation pattern in the reactor shall be designed to provide an upward movement

of the carriers across the surface of the retention screen which creates a scrubbing

effect to prevent clogging. Combination of fine & coarse bubbles may be provided to

provide oxygen as per detailing.

f) From the MBBR tank mixed liquor shall flow by gravity into the Tube settler. The solids

will settle in the tank. The sludge that settles down shall be transferred to sludge holding

tank via sludge loading pumps, with provision of sludge return to the bioreactor if

necessary.

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g) From the tube settler, treated wastewater will be fed by means of filter/softener feed

pump sets to pass through dual media filters, activated carbon filters and softeners and

stored in the filtered water and soft water storage tanks. The activated carbon filters

shall ensure removal of all coloration and odours present in the treated effluent.

h) The filtered, clean and odourless water from filtered water tank is then fed through a

variable frequency drive hydro-pneumatic system to the external treated effluent rings

as per the master plan, from where connections are taken to the garden hydrant system

and to each unit for flushing water as per detailing.

i) Excess sludge from the tube settler will be taken periodically into sludge holding tank.

In this tank sludge will be aerated for self-stabilization. Air will be shut off periodically

and superannuate water will be transferred to the aeration tank creating stabilized

sludge. The final sludge shall be de-watered through a centrifuge mechanism. Sludge

loading arrangements shall also be provided for direct disposal of sludge to sludge

tankers / trolleys.

Hydraulic Flow Diagram of STP based on MBBR Technology

Figure 6. Hydraulic Flow Diagram of STP (MBBR Technology)

3.1.1.1.1 SCHEME OF EFFLUENT TREATMENT PLANT

Approx. 21 KLD effluent will be generated from the laboratory and laundry which will be

treated in the ETP of 25 KLD.

Details of ETP are given as follows:

INCOMIN

G

SEWAGEBAR

SCREEN BAFFLE

WALL

OIL &

GREASE EQUALIZATION

TANK

MBBR-1 MBBR-2 TUBE

SETTLER

CLEAR

WATER

TANK MGF ACF

TREATED

WATER

TANK

TREATED

WATER

USED

UV

FILTER

PRESS

SLUDGE

HOLDING

TANK FINAL

DISPOSAL

TO

EQUALIZATION

TANK

MBBR STP TECHNOLOGY

LEGENDS

Mark Descriptions

Air Line

Sludge Line

Effluent line

Air Blowers

Air Diffusers

Butter Fly Valv

Non Return

Valv

Pump

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The waste water firstly passes through the oil and grease tank to remove excess oil from

the wastewater. The waste water after removal of oil and grease will collected in

equalization tank to holding the wastewater for some pre-determined time in a

continuously mixed basin to produce a uniform wastewater. The wastewater then

subjected to Flocculation tank. In a flocculation tank, the water is stirred or otherwise

moved around so that the particles move around, bump into other particles. Chemicals

(most commonly "alum"/ polyelectrolyte) are often added to the water going into a

flocculation tank to help aid particle formation. The next step in the process is to separate

the solid sludge with the wastewater hence the wastewater will be transfer to Tube settlers

which capture the settleable fine floc that escapes the clarification zone beneath the tube

settlers and allows the larger floc to travel to the tank bottom in a more settleable form.

The tube settler’s channel collects solids into a compact mass which promotes the solids

to slide down the tube channel to sludge drying beds and the water content will be goes

into the carbon filter to remove contaminants and impurities, utilizing chemical adsorption.

Finally, the water will be supplies to the Multistage Evaporator to evaporate the wastewater.

Schematic diagram of ETP is given below:

3.11.2.3.2 Rain Water Harvesting

The main source of ground water recharging in the study area is rainwater, which infiltrates into the ground through various lithological units present in the study area. In the existing complex there are 2 no. of Rainwater Harvesting pits. The runoff from the rooftop and storm water shall go to the recharge pits.

Scheme for Ground Water Recharging

The rainwater is diverted from the rooftop using rain water pipes to the surface / underground drainage network. The entire campus is sub divided for recharging structures. The rainwater is diverted into the desilting tank to remove inorganic impurities and the outflow of the desilting tank is taken into the recharge well.

Desilting Tank

To

Multistage

Evaporator

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The desilting tanks are used to remove silt and other floating impurities from rainwater. Desilting tank is like an ordinary container having provision for the inflow, outflow and overflow. Apart from removing silt it holds the excess amount of water till it is soaked up by the recharge structure. The bottom of tank will have unpaved surface (layers of coarse sand) to allow standing water to percolate into the soil. The rainwater collected in these desilting chambers shall be utilized for horticulture.

Recharge well

The recharge well consists of percolation pits with boreholes in the middle of the pit. UPVC pipe perforated will be lowered in the middle of the boreholes and the pit will be filled with gravel and pebbles in three layers consisting of boulders, gravel and coarse sand. The mouth of the UPVC pipe shall be protected to avoid silt getting into it. The depth of the bore will depend on the soil condition/water strata. The schematic diagram is enclosed.

It should be therefore concluded that there is no significant impact on surface water quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize the groundwater table in the area.

RAIN WATER HARVESTING CALCULATIONS: -

Soil Quality Silt Loam

Infiltration Rate 36 mm/hr

Porosity 35 %

Annual Rainfall 794 mm

Peak Hourly Rainfall 90 mm/hr

Ground Water Level 9.4 bgl (As per CGWA Report)

No. of Rainwater Collecting Pits 02

Size of Pits Diameter- 4 m, Depth- 4.5 m

Table 4: detailed calculation of rain water harvesting calculation

S.No. Type of surface Catchment area (m2)

Runoff coefficient

Intensity of rainfall (mm/20 min)

Water Discharge (runoff) (in m3) Peak hourly

90 mm

1 Roof top area 1504.402 0.9 30 41

2 Paved surface, Roads & other built up area 2038.75 0.7 30 43

3 Lawns, Garden & all other Open area 503.71 0.2 30 3

Grand Total 4046.86 m2 87 m3

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3.11.2.4 WASTE MANAGEMENT

3.11.2.4.1 Municipal Solid Waste

For 4450 persons, around 260 tons/annum of municipal solid waste will be generated from

the proposed site.

The solid waste categories and disposal method detail is shown is given in Table 17:

Table 5: Municipal Waste Management

Type of Waste Colours of Bins

Category Disposal Method Total Waste (kg/day)

Bio Degradable Green Organic waste

The waste shall be treated in organic waste converter and converted to manure

428 (156 TPA)

Non- Biodegradable

Blue Recyclable Recycler 143 (52 TPA)

Plastic Blue Recyclable Recycler 143 (52 TPA)

Total 428 kg/day (156 TPA)

DETAILS OF ORGANIC WASTE CONVERTER

Tentative details of the Organic Waste Converter are as follows:

Model no. No. Of OWC

provision

Capacity per

batch

Power Dimension

(l x w x h)

OWC-130 1 no. 50 kg/batch 8 HP 2.18 m x 1.19 m

Biodegradable Waste

Batch Capacity

Curing Capacity

Time Taken No of Batch

428 kg/day (156 TPA)

50 kg/batch 100 kg/day Machine Time= 15-20 m Total Time=1 hr

9 batch/day

• No. of organic waste converter = 1 Nos.

• Volume of waste = 0.856 m3

• Capacity of curing for 10 days = 8.56 m2

• Space area for curing= 28.53 m2

• Space for organic waste converter= 2.18 m x 1.19 m = 2.59 m2

• Area required for storage and management of solid waste = 31.12 m2

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• Area provided for storage and management of solid waste = 50 m2

3.11.2.4.2 Biomedical Waste Management Type of Waste No of Beds Disposal Method Total Waste

(kg/day)

Biomedical No of IPD Beds- 150 Hospital will be handover duly

segregated and disinfected

waste to state Approved

Biomedical Waste Service

Provider for final disposal

56

(21 TPA)

3.11.2.4.3 Hazardous Waste Management: - Hazardous waste is a waste with properties that make it dangerous or potentially harmful

to human health or the environment. The universe of hazardous wastes is large and

diverse. Hazardous wastes can be liquids, solids, contained gases, or sludge. They can

be the by-products of manufacturing processes or simply discarded commercial products,

like cleaning fluids or pesticides. All hazardous wastes are required to be treated and

disposed off in the prescribed manner.

The main objective is to promote safe management and use of hazardous substances

including hazardous chemicals and hazardous wastes, in order to avoid damage to health

and environment.

Table 6: Hazardous & E-Waste Management

Battery waste will be generated from inverters & UPS, which shall be treated as per the

Batteries (Management & Handling) Rules, 2001.

3.11.2.5 PLANTATION

Green belt planning will be done with ecological perspectives for the project taking into

consideration and availability of space and other aspects. This will help in increasing the

aesthetic effect of the environment.

Since tree trunks are devoid of foliage, scrub should form there to give coverage to the

trunks. The trees maintain the regional ecological balance and conform to soil and

hydrological conditions. Indigenous species would be preferred.

Type of Waste Disposal Method Total Waste

Used Oil Used oil shall be given to Approved vendor Hazardous & other waste (Management &

Handling) Rules, 2016 0.30 kL/annum

E-waste E-Waste (Management & Handling) Rules,

2016 0.024-0.36 tons/annum

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Green belt/greenery has been developed along most of the periphery of the project area

as well as along roads. Area under plantation/greenery is 1215.014 m2 (503.701 m2 on

ground, 136.872 m2 on 3rd & 9th floor planter, 405.942 m2 as Green Wall and 168.5 m2 as

Water tank roof). The trees planted are of adequate height.

Total No. of trees required = Total plot area/80

= 4046.86/80

= 51 nos.

No of existing at site = 20

No of trees to be transplanted= 9

No of trees to be retained = 11

No. of trees proposed = 44

Total No of trees (Retained +Proposed) = 55

Table 7: Total no. of Species proposed

1. Alstonia Scholaris - 22 nos

2. Polyalthia Longifolia – 23 nos.

LANDSCAPE PLAN

72



N

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3.11.3 ANTICIPITATED IMPACT & MITIGATION MEASURES

3.11.3.1 DURING CONSTRUCTION PHASE S. No. Description Impacts Mitigation Measures

1. Air & Noise

Environment

Dust will be generated due to

Site clearance and emissions

may be generated due to

vehicles, DG sets and

machinery/equipment etc.

Loading and unloading of

construction materials like,

cement, sand, stones, bricks,

etc. will result in dust

generation.

Procurement and transport of

construction materials such

as sand, cement etc. will also

result in dust generation.

Water sprinkling shall be

done to reduce the dust

during construction of

buildings.

D.G. set of 125 kVA shall be

provided with adequate

stack height to avoid

emissions.

Trees will be planted along

the construction site to

reduce dust & emissions.

2. Water

Environment

Soil runoff from the site

leading to off – site

contamination (Particularly

during rainy season).

Improper disposal of

construction debris leading to

off-site contamination of

water resources.

Disposal of domestic waste

water from temporary labour

rest rooms.

Spillage of oil and grease

from the vehicle and waste

water stream generated from

on-site activities.

During construction phase,

water will be provided from

the nearby STP/tanker

water supplier.

The rain water from the

construction site shall be

collected, treated & reused

for sprinkling.

Approx. 5 KLD of sewage

from labours shall be

discharged into septic tank

which will be cleaned

regularly.

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3. Solid Waste The waste from labour rest

rooms/sheds would be

mainly household domestic

waste

The solid waste generated

during construction phase

used oil from DG sets.

Approx. 22.5 kg/day(8.2

tons/annum) municipal solid

waste shall be generated

from 150 labours which

shall be disposed off in

MSW site.

Used oil whenever

generated from the DG sets

shall be kept in an isolated

area and in leak proof

container and sent to

approve recycler.

3.11.3.2 DURING OPERATION PHASE S. No. Description Impacts Mitigation Measures

1. Air & Noise

Environment

Running of DG sets of

capacities 1x1010 kVA and

1x500 during power failure will

result into air emissions.

DG sets shall be provided

with stack height of 6 m (for

1x1010 kVA and 1x500

kVA) and above roof level

as per CPCB norms.

2. Water

Environment

During the operation phase

abstraction of water is not

proposed for project. Fresh

water requirement of 150 KLD

shall be met by municipal supply

of Delhi Jal Board.

In the proposed project, water

will be used for domestic use,

flushing, laundry, RO & filter

backwash, laboratory, hot water

generator, mopping laundry and

gardening purposes etc.

Therefore, wastewater

discharge of 160 KLD sewage

and treated water of 19 KLD

from ETP shall be treated in

STP of 240 KLD and reused in

flushing, cooling of Hot Water

Generator, mopping and

gardening and cooling

purposes.

Fresh water requirement

shall be reduced by using

161 KLD treated water.

Hospital will be zero liquid

discharge,

Rain water shall be

recharged into the ground

water by 2 rain water

harvesting pits.

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3. Solid Waste Bio-degradable and recyclable

waste from households’

activities.

Used oil from DG sets and e-

waste.

E- waste & battery waste

generation.

Bio-degradable waste of

156 tons/annum shall be

disposed in Organic waste

convertor.

Used oil of 0.3 kL/annum

will be generated from the

DG sets which shall be kept

in an isolated area and in

leak proof container and

shall be given to authorised

recycler.

The generated E-waste of

0.024-0.036 tons/annum

shall be given to Authorized

vendor.

Battery waste shall be

treated as per the Batteries

(Handling & Management)

Rules, 2001.

3.12 ENVIRONMENT MONITORING PLAN During Construction

Sr. No. Type of Monitoring Frequency of Monitoring

Parameter Location

1 Ambient Air Quality Six Monthly Particulate Matter (PM 2.5) Particulate Matter (PM 10)

Sulphur Dioxide (SO2) Nitrogen Oxides (NOx)

Two Locations in and around the

project site

2 Stack Monitoring Six Monthly Particulate Matter, Sulphur Dioxide (SO2), Nitrogen

Oxides (NOx)

DG sets of capacity 125 KVA

installed for construction

purposes

3 Water Quality Monitoring for drinking water

Six Monthly All parameters mentioned in IS:10500

One drinking water sample

4 Water Quality Monitoring for Construction purpose


One construction water sample

5 Noise Level Monitoring Six Monthly Day and Night noise level Two locations

6 Soil Quality Monitoring Six Monthly All parameters to check soil Fertility


project site

76



7 Monitoring of waste generation and other

pollution control aspects

Six Monthly _ _

During Operation Phase

Sr. No. Type of Monitoring Frequency of Monitoring

Parameter Location

1 Ambient Air Quality Six Monthly Particulate Matter (PM 2.5), Particulate Matter (PM 10),

Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)


project site

2 Stack Monitoring Six Monthly Particulate Matter, Sulphur Dioxide (SO2), Nitrogen

Oxides (NOx)

DG sets (2 x 1500) installed for backup

purposes

3 Water Quality Monitoring for drinking water


One drinking water sample

4 Sewage Treatment Plant Monitoring

Six Monthly BOD, COD, TSS, Oil and Grease and pH

Inlet and Outlet of STP

5 Ambient Noise Level Monitoring

Six Monthly Day and Night noise level Two locations

6 DG Set Room Noise Monitoring

Six Monthly Inside and Outside of DG Set Enclosure

One Locations

7 Soil Quality Monitoring Six Monthly All parameters to check soil Fertility


project site

8 Monitoring of Waste Generation and other

pollution control aspects

Six Monthly _ _

3.13 Environment Management Cost

3.13.1 Capital Cost

S No. Description Total Cost (In Lacs)

01. Landscaping 10.0

02. STP 60.0

03. DG Stack & Acoustic Treatment 40.0

04. Solid Waste Management 35.0

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05. RWH 10.0

06. Miscellaneous 5.0

Total 160.0

3.13.2 Recurring Expenditure

S No. Description Total Cost (In Lacs/ year)

01. Landscaping 3.0

02. Water Management 6.0

03. Air Management 1.0

04. Environment Management 2.0

05. Solid Waste Management 4.0

06. Miscellaneous 1.0

Total 17.0

3.14 Corporate Environment Responsibility As per CER office memorandum of MOEF dated 1.5.2018, the project cost for project is

Rs 215 Cr, hence the industry has to spend 1.5 % of the cost of the project (Rs 3.22 Cr.)

on CER activities.

As per the Office Memorandum some of the activities which can be carried out in CER,

are infrastructure creation for drinking water supply, sanitation, health, education, skill

development, roads, cross drains, electrification including solar power, solid waste

management facilities, scientific support and awareness to local farmers to increase yield

of crop and fodder, rain water harvesting, soil moisture conservation works, avenue

plantation, plantation in community areas, etc.).

The following provisions shall be contributed under Corporate Environment Responsibility-

• Drinking Water Supply

• Sanitation & waste management

• Skill Development & computer education

• Waste Management

• Road Infrastructure Development

• Solar Power provision

• Rain water harvesting

• Plantation & Horticulture

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ENCLOSURE 4. RISK ASSESSMENT

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4.1 RISK ASSESSMENT

Hazard identification is the process used to identify all possible situations in the hospital

where people (patient, staff, visitors etc.) may be exposed to injury, infections or disease.

The risk hazards may be of two types:

1. Natural disasters

Earthquake

Cyclone / Storm

Flood / Draught

Landslides etc

2. Technological disasters

Gas leakages, Rupture of Gas cylinders / Pressurized Vessels / Pipe lines

Chemical, Biological, Radiological, Nuclear & Explosion Emergencies

Failure of Machines / Production

Human Error / Nuisance / Maniac

Terrorist Act

Fire Emergencies

The objectives of risk assessment are:

• To achieve a level of preparedness to safeguard the public and mitigate the impact of

the disaster.

• To prompt an effective disaster management strategy without causing panic among

the patients, visitors and the public.

4.1 DISASTER MANAGEMENT PLAN

Hospital Disaster Management provides the opportunity to plan, prepare and when needed

enables a rational response in case of disasters/ mass casualty incidents (MCI). Disasters

and mass casualties can cause great confusion and inefficiency in the hospitals. They can

overwhelm the hospitals resources, staffs, space and or supplies. Lack of any tangible

plan to fall back upon in times of disaster leads to a situation where there are many sources

of command, many leaders, and no concerted effort to solve the problem.

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A disaster planning shall be done in a way that the quality of care to the serious/ critical

patients is not compromised. The plan should aim at the survival and recuperation of as

many patients as possible.

An internal risk management authority is formed which may undertake periodic evaluation

of safety precautions to be followed by each department for hazard recognition with the

following steps:

1. Both Clinical and Non-clinical audits will be undertaken on a periodical basis to

identify the measures taken to prevent/reduce the impact of the potential hazards.

2. All the staff of the hospital will be encouraged to routinely assess all activities to

identify potential hazards.

3. Departmental Heads and Managers will identify hazards within their specific area

of control. The same should be notified to the appropriate hospital authorities for

immediate corrective actions.

To make the proceedings easier, the hospital administrators will embark upon disaster

planning using a phase plan. The hospital emergency planning is divided into three

phases:

1) Pre-disaster phase

(a) Planning: Risk assessment and planning for preparedness will be done, the hospital

plans will be formulated and then discussed in a suitable forum for approval.

(b) The disaster manual: The hospital disaster plan shall be written down in a document

form and copies of the same should be available in all the areas of the hospital.

(c) Staff education and training: Regular staff training by suitable drills shall be

undertaken in this phase.

2) Disaster Phase

(a) Phase of activation: Alter and notification of emergency.

(b) Activation of the chain of command in the hospital.

(c) Operational phase: This is the phase in which the actual tackling of mass casualties

will be performed according to the disaster/emergency plan.

(d) Phase of deactivation: When the administration/ command of the hospital will be

satisfied that the influx of mass casualty victims is not continuing to overwhelm the

hospital facilities.

3) Post Disaster Phase

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This is an important phase of disaster planning where the activities of the disaster/

emergency phase will be discussed and the inadequacies will be noted for future

improvements.

4.2 SAFETY MEASURES:

Fire Safety

All the arrangements shall be made as per National Building Code Part-IV: 2016.

FIRE safety is so important to all hospital administrators, employees and designers that

the leadership in the hospital field should make every effort to keep abreast of current

developments in the fire safety field.

The basic principles of fire safety shall be kept in mind during the design, construction,

operation and maintenance of each hospital facility. Planning for fire safety can be divided

into five steps:

• Minimizing the chance of fire,

• Early discovery,

• Restricting fire spread,

• Extinguishing the fire, and

• Evacuating the building.

Fire Prevention:

To prevent the incidence of fire, appropriate measure to control fire hazards in the building

and maintenance of the building facilities shall be practiced. The preventive measures

taken for fire safety are as follows:

➢ The hospital shall be declared ‘No Smoking’ zone.

➢ Fire Detection & Alarm Systems are to be installed in different parts of the hospital,

in-case of the fire, on detecting fire the devices are activated and hooter is alarmed

in the security office.

➢ Fire Extinguisher: As per IS- 2190 Fire extinguishers, in appropriate sizes and

types, are to be provided throughout the hospital in every floor of the hospital. The

maintenance, Testing & inspection of Extinguishers as per schedule to be carried

out by a qualified person. The theft of or tampering with an extinguisher should be

reported immediately to the Maintenance concerned In-charge.

➢ Emergency Exits shall be provided at places and no obstructions may be placed in

front of or upon any exit door.

Class of Fire Description Suitable Type of Appliances

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Electrical Safety:

The following measures are required to be undertaken to ensure Electrical safety:

1. Routine Inspection of the power outlets throughout the hospital by the electrician.

2. Trip Switches are to be installed in different parts of the hospital to prevent short circuits.

3. Periodic inspection of wires to ensures that they are in appropriate conditions.

4. Before any electrical appliance is brought into Hospital, a safety inspection is necessary.

5. Electrical equipment not required during night is to be switched off.

6. Areas around electrical switchboards must be kept clear for a distance of at least 1

meter.

7. ABC type fire extinguisher is to be installed adjacent to electrical switchboards.

Bomb Threat:

Bomb threats are delivered in a variety of ways with the majority of threats being called in

to the target. In the event of a bomb threat, all personnel will follow the following

procedures:

i. The staff member receiving the call should make reasonable efforts to gain as much

information as possible. Keep the caller on the line as long as possible. Ask who is

calling, and have the caller repeat the message. Write down every word spoken by

the person making the call.

ii. If the caller does not indicate the location of the bomb or the time of the possible

detonation, the person receiving the call should ask the caller to provide this

information.

iii. Pay close attention to any strange or peculiar background noises such as motors

running, background music, or other noises that might give some clue concerning

the origin of the call.

A Fire in ordinary combustibles (wood, fibers, rubber plastics, paper and the like)

Gas Expelled Water Type

B Fires in flammable liquids, paints, grease, solvents.

Fire extinguishers of CO2, Foam type, Dry powder type and buckets.

C Fire in gaseous substances under pressure including liquefied gases

Fire extinguishers of carbon dioxide and dry powder type

Electrical / Electronics Installations

IT & Server Rooms, Electrical Panels And equipment.

Dry Chemical Powder, CO2 and FM -200 or Clean agent type

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iv. Immediately call the local Police Department regarding the threat & the caller.

v. Evacuation notification procedures will be activated to evacuate the buildings.

vi. The staff should direct and assist patients to exit the buildings consistent with fire

evacuation procedures

vii. The police and assigned staff (security Personal) will conduct an extensive search of

the building and remove the bomb with the help of Bomb Disposal Squad.

viii. The Director or authorized representative will approve re-entry into the building after

the search is completed and after consultation with the police for bomb removal

confirmation.

MOCK DRILL

a) Evacuation drills shall be conducted at established intervals not exceeding 12 months,

at the start of each new season, and with new staff. Drills shall be recorded in the

operational log.

b) When the evacuation plan involves use of emergency services, they should be

involved in the preparation of the plan and should be accorded every opportunity to

undertake training or drills at least once per year for continuously operating

installations and prior to each opening for seasonal operations.

HOSPITAL SAFETY COMMITTEE:

The Hospital Safety Committee is a multidisciplinary committee consisting of five

members. It meets at least six times in a year to evaluate the various safety aspects of the

hospital. The Committee undertakes detail analysis of the ongoing monitoring activities

and gives its feedback on the same. The Committee submits its report to the Chief Medical

Superintendent of the hospital.

The Hospital Safety Committee evaluates the ongoing monitoring activities on various

aspects of the following problems:

• Injuries to patients/ visitors

• Property damage.

• Occupational illnesses and injuries to staff

• Hazardous materials and waste spills, exposures, and other related incidents

• Security incidents involving patients, staff, students and visitors at Hospital.

• Fire-safety management problems, deficiencies, and failures.

• Medical equipment-management problems, failures, and user errors

• Utility systems management problems, failures, or user errors.

• Staff Unavailability (such as Weather Emergencies, natural disasters)

• Mass Casualty Patient Influx (such as Infectious Disease Outbreaks).

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Role of the Hospital Safety Committee:

a. Provide guidance and direction in all phases of the Safety Management Program.

b. Pro-active safety risk assessments of the clinical and clinical support areas of

hospital.

c. Facilitates the Environmental Monitoring Rounds.

d. Advising management of unsafe conditions or of non-compliance with regulations

and standards.

e. Conducts on-going safety education classes.

f. Responsible for proposing/revising safety policies.

GENERAL OUTLINE OF EMERGENCY PLANNING

➢ On site Emergency Plan

Role of Security I/C and Shift I’s/C

Emergency Control room with Emergency telephone numbers

Fire Wardens for each complex

Medical Aid / Hospital Available, Distance

Rehearsal / Training / SOP

➢ Off - site Emergency Plan

Local Fire Brigade at Distance

Disaster Management / Specialized Teams

Dog Squad / Explosion Detective Teams

Hospital, Number of Doctors and Staff, Distance Availability round o’ clock Resources

Available

District / Police Authorities

Rehearsal / Training / SOP

ROLES, DUTIES & RESPONSIBILITIES AT THE TIME OF EMERGENCY

The emergency services provided are integrated with other departments of the hospital.

Administrative In-charges, O.T- They will arrange operation theatres & adequate staff

and supervise the smooth movement of patients in & out of OTs. They will act as an overall

coordinator between medical & paramedical staff & ensure the functionality of the OT &

take care of the condition of their patients.

Duty Administrator- Coordinates with store in-charges & ensure the availability of all the

desirable items. Allot the priorities to the casualties. Interact with CSO & police to maintain

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calm in the hospital & instruct the staff to control any unwanted crowd. Keep the interaction

for mortuary & ice requirement.

Nursing Superintendent- Makes immediate arrangements for nursing staff in OTs,

Casualty & wherever needed and supervise the cwill be delivered by them. Check for

availability of medicine.

HOD, Department of Anaesthesia- Arranges adequate no. of anaesthetist. Organize OT

teams by name comprising of anaesthetist, OT technicians, Nursing staff, bearers, safai

karamchari and allot their duties. Instruct & ensure that any bullets, arms, missile

recovered from the patient & hand over ultimately to the police after due signatures from

the operating surgeon. Keep chief coordinator informed on hourly basis.

Pharmacy & Central store- take immediate actions to replenish all the items used in

various wards/ areas. Regularly contact the local suppliers for emergency supply if

needed. They keep a sufficient inventory of vital & essential items as a part of

preparedness.

HOD, Imaging Services/ laboratories- check for availability of material like chemicals,

films, etc. look after the maintenance of the equipments & machines like X-ray machine.

Prepare CT/ MRI and immediate investigation as per the needs.

HOD Blood transfusion- ensures adequate availability of all elements of blood. Liase

with OT & casualty for blood demand. Arrange staff for blood grouping & cross matching

in Causality/ OT.

Chief Engineer- ensures availability of all maintenance staff (electrician, plumber,

masoon, pump operator, carpenter, etc.) throughout the emergency period. Ensures

uninterrupted supply of water, power & gases.

Chief security officer- controls sudden rush or traffic. Keep a watch that no unwanted

elements are present in the treating area. Instructs his staff to assist casualty staff in

unloading & transporting patients direct the visitors to control room. Coordinate with police

& help them in carrying out their duties.

EXTERNAL AGENCIES ENGAGED

External agencies engaged for risk assessment as well as risk management are:

• Government agencies (for eg. Hospitals, Fire, Police, civil administration, Bomb

disposal squad)

• Non-Government Organizations,

• Private Hospitals,

• International relief agencies etc.

CHAIN OF COMMAND

A chain of command to be followed at the time of Emergency is as follows:

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SAFETY INSPECTION AND RECORDS:

The Safety Management Officer or Committee may require periodic assessment of the

following inventory:

a. Environmental (lighting, dusts, gases, sprays, noises).

b. Hazardous materials (flammable and caustic).

c. Equipment (biomedical equipment etc.).

d. Power equipment (motors, etc.).

e. Electrical equipment (switches, breakers, fuses, outlets, connections).

f. Hand tools.

g. Personal protective equipment (safety glasses, ventilators, radiation safety aprons

etc).

h. Personal service/first aid supplies (Medical Check Up).

i. Fire protection equipment (alarms and extinguishers).

j. Walkways/roadways (sidewalks, roadways).

k. Transportation equipment (Ambulances, lifts).

l. Containers (hazardous waste bags).

m. Structural openings (windows, doors, stairways).

n. Buildings/structures (floors, roofs, planter walls, fences

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ENCLOSURE 5. Disclosure of the consultant

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