environmental clearance for additions &...

QM022

ENVIRONMENTAL CLEARANCE FOR ADDITIONS & ALTERATION OF CENTRAL HOSPITAL, NORTHERN

RAILWAY, CHELMSFORD ROAD

AT

NEW DELHI

FORM 1, FORM 1A AND CONCEPTUAL PLAN

FOR ENVIRONMENTAL CLEARANCE

Project Proponent: NORTHERN RAILWAY, NEW DELHI

EIA Consultant:

Ind Tech House Consult

(An ISO 9001:2008 Certified Organization)

G-8/6, Ground Floor, Sector 11, Rohini Delhi – 110 085

Tel: +91 11 2757 1410, 6460 7252 Fax: +91 11 2757 2241

Email: [email protected] March 2014

mailto:[email protected]

QM022

To

The State Environmental Appraisal Committee (SEAC), Delhi

4th Floor, ISBT Building, Kashmiri Gate,

Delhi-110006

Prepared by:

Ind Tech House Consult

(An ISO 9001:2008 Certified Organization)

G-8/6, Ground Floor, Sector 11, Rohini

Delhi – 110 085

Tel: +91 11 2757 1410, 6460 7252

Fax: +91 11 2757 2241

Email: [email protected]

March 2014

Form 1, Form 1A and Conceptual Plan for

Additions & Alteration of Central Hospital, Northern

Railway, Chelmsford Road

at

New Delhi

For Environmental Clearance

mailto:[email protected]

For and on behalf of: Ind Tech House Consult

Approved by: A.N. Devikar

Signed:

Position: EIA Coordinator

Date: March 2014

Additions & Alteration of Central Hospital, Northern Railway, Chelmsford Road

at New Delhi

Project Proponent:

NORTHERN RAILWAY, NEW DELHI

This report has been prepared by Ind Tech House Consult with all reasonable skill,

care and diligence within the terms of the contract with the client, incorporating our

general terms and conditions of business and taking account of the resources

devoted to it by agreement with the client.

We disclaim any responsibility to the client and others in respect of any matters

outside the scope of the above.

The document has been prepared for the titled project or named part thereof and

should not be relied upon or used for any other project without an independent check

being carried out as to its suitability and prior written authority of Ind Tech House

Consult being obtained. Ind Tech House Consult accepts no responsibility or liability

for the consequences of this document being used for a purpose other than the

purpose for which it was commissioned. Any person using or relying on the

document for such other purpose agrees, and will by such use or reliance be taken

to confirm his agreement to indemnify Ind Tech House Consult for all loss or damage

resulting there from. Ind Tech House Consult accepts no responsibility or liability for

this document to any party other than the person by whom it was commissioned.

Sl.

No.

Name of Expert Area

EIA Coordinator

1. Mr. A.N. Devikar EIA Coordinator

Functional Area Experts

1. Mr. Suman Banerjee Air Pollution Prevention, Monitoring & Control

2. Mrs. Supriti Guha Water Pollution Prevention, Control & Prediction

of Impacts

3. Mrs. Supriti Guha Solid Waste and Hazardous Waste

4. Dr. Manoj Kumar Mishra Meteorology, Air Quality Modeling & Prediction

5. Dr. Manoj Kumar Mishra Noise and Vibration

Additional Staff Involvement

1. Dr. Bideh Shukla

2. Mr. Hemant Kumar Nagar

Signature

For Ind Tech House Consult

Team of Experts associated for the Project

TABLE OF CONTENTS

Chapter No. Description Page

A Application Forms

1 Form 1 1-21

2 Form 1A 22-44

3 Conceptual Plan 45-68

4 Annexure

Annexure-1 Site Location Map 69

Annexure-2 500 M Radius Map 70

Annexure-3 10 KM Radius Map 71

Annexure-4 Water Balance diagram 72

Annexure-5 Rainwater Harvesting Calculation & Pit design 73-74

Annexure-6 Environmental Budget 75

Annexure-7 Soil Investigation Report 76-115

Annexure-8 List of building to be demolished 116

B Approvals from other Govt. Departments

Annexure-9 Copy of AAI Approval 117

Annexure-10 Copy of Permission from Chief Fire Officer 118-121

Annexure-11 Copy of application submitted for Approval from

Forest Department 122-135

Annexure-12 In principle approval from NDMC for proposed

expansion 136-137

Annexure- 13 Copy of DUAC Approval 138

Annexure- 14 Power Supply from NDMC/copy of electricity bill

for existing building 139-140

Annexure- 15 Water Supply from Railway ranney well/ copy of

water bill from DJB is attach for existing building 141

C Plans and layout maps

Annexure-16

Layout Plan with location of STP/ETP, OWC,

DG, RWHP 142

Annexure- 17 Alteration Plan site layout (showing Existing area,

proposed area and area to be demolished) 143

Annexure-18

(18A,18B,18C,18D,18E) Floor Plans, Sections & Elevation

144-149

Annexure-19

(19A,19B,19C,19D)

Plumbing Plan (Cancer-Cardiac Hospital and

Residential block) 150-154

Annexure-20 Tree cutting and plantation proposal 155

Annexure-21 Surface Parking Plan & Traffic Management Plan 156

Annexure-22 Basement Parking Plan 157-158

Annexure-23 Schematic Diagram of STP 159

Annexure-24 Fire layout 160

Annexure-25 Schematic fire layout 161-162

(25A)

Annexure-26 Basement fire layout 163

Annexure- 27 Services Plan & Rain Water Harvesting Pit

Design

164

Annexure- 28 Site Photograph 165-166

Annexure- 29 Disaster Management Plan 167-173

Annexure- 30 Baseline Monitoring Report 174-179

D Disclosure Of EIA consultant

Annexure-31 NABET Accreditation of the Consultancy

Organization

180-181

Additions/Alteration of Central Hospital, Northern Railway, Chelmsford Road at New Delhi

ITHC/PRJ-042/2013-14/March 14 1 IND TECH HOUSE CONSULT

(I) Basic Information

Sr.

No. Item

Details

1. Name of the project/s Additions/Alteration of central hospital, northern

railway, Chelmsford Road at New Delhi

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

3. Proposed capacity / area / length /

tonnage to be handled/command

area/lease area/ number of wells to

be drilled

Total Plot Area = 33107sqm

Proposed Built-up Area = 26320.33sq m

Number of Beds proposed = 150 Beds

4. New/Expansion/Modernization Expansion (Additions and Alteration in existing

hospital complex), addition of 2 new blocks (cancer

cardiac block and residential block) & basement

Parking.

5. Existing capacity/area etc., Existing 392 bedded hospital with support facilities.

6. Category of Project i.e. „A‟ or „B‟ Category „B‟

7. Does it attract the general

condition? If yes, please specify

No

8. Does it attract the specific

condition? If yes, please specify

No

9. Location Northern Railway Central hospital at Chelmsford

Road at New Delhi

Plot/Survey/Khasra No. Nil

Village Nil

Tehsil Nil

District New Delhi

1 Form 1



State Delhi

10. Nearest railway station/airport along

with distance in Kms

New Delhi Railway station – 500m NE

Indira Gandhi international airport- 20.95 Km SW

11. Nearest Town, city, District

Headquarters along with distance in

Kms

Delhi

12 Village Panchayats, Zilla Parishad,

Municipal Corporation, Local body

(complete postal addresses with

telephone nos. to be given)

New Delhi Municipal Council, New Delhi.

13 Name of the applicant Northern Railway, New Delhi

14 Registered Address Office of the Deputy Chief

Engineer/Construction/Northern Railway, State

Entry Road, New Delhi

15 Address for correspondence : Office of the Deputy Chief

Engineer/Construction/Northern Railway, State

Entry Road, New Delhi

Name Mr. R. K Gupta

Designation (Owner/Partner/CEO) Deputy Chief Engineer

Address Deputy Chief Engineer/Construction/Northern

Railway, State Entry Road, New Delhi

Pin Code 110055

E-Mail [email protected]

Telephone No. 011-23744653,011-23366670

Fax No. 011-23744653

16 Details of Alternative Sites

examined, if any. Location of these

sites should be shown on a topo

sheet

Not Applicable

17 Interlinked Projects Not Applicable

18 Whether separate application of

interlinked projects has been

No



submitted?

19 If yes, date of submission Not Applicable

20. If no, reason Not Applicable

21 Whether the proposal involves

approval/clearance under: If yes,

details of the same and their status

to be given.

(a) The Forest (Conservation) Act,

1980 ?

(b) The Wildlife (Protection) Act,

1972 ?

(c) The C.R.Z Notification, 1991?

No

No

No

22 Whether there is any Government

Order/Policy relevant/relating to the

site?

Yes

The following Govt. Orders / Policies are to be

followed to the project :-

National Building Code (NBC) of India for

construction of building 2005.

Rules & Regulations issued by NDMC/DDA Delhi

Central Ground Water Authority

Bureau of Energy Efficiency

Rules & Regulations issued by Airports Authority of

India

Water Pollution (Prevention & Control) Act, 1974

Air Pollution (Prevention & Control) Act, 1981

Environment Protection Act, 1986

Municipal Solid Waste Rules, 2000

Hazardous Waste Management & Handling Rules,

2003

Biomedical Waste Management & Handling Rules,

EIA Notification, 2006 / 2009

Manual on norms and standards for environment

clearance of large construction projects issued by



MoEF.

23 Forest land involved (hectares) No

24 Whether there is any litigation

pending against the project and/or

land in which the project is propose

to be set up?

(a) Name of the Court

(b) Case No.

(c) Orders/directions of the Court,

if any and its relevance with the

proposed project.

No

“I hereby give an undertaking that the data and information given in the

application and enclosures are true to the best of my knowledge and belief and I am

aware that if any part of the data and information submitted is found to be false or

misleading at any stage, the project will be rejected and clearance given, if any to the

project will be revoked at our risk and cost.

Place: New Delhi Signature of the applicant

Deputy Chief Engineer (Construction)

Northern Railway, State Entry Road, New Delhi



FORM 1

(II) Activity

1. Construction, operation or decommissioning of the Project involving

actions, which will cause physical changes in the locality (topography,

land use, changes in water bodies, etc.)

Sr.

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 This is an expansion (Additions and

Alteration) project and there is no increase

in plot area.

Therefore, there is no change in the land

use, land cover or topography of the project

site

1.2 Clearance of existing land,

vegetation and buildings?

No Clearance of existing land/vegetation not

involved. Demolition existing building

required.

1.3 Creation of new land uses? No There is no creation of new land use

1.4 Pre-construction investigations e.g.

bore houses, soil testing?

Yes Pre-construction Soil Investigation has been

carried out for the site.

1.5 Construction works? Yes Addition of Hospital-Cancer Cardiac Block,

construction of residential block and

basement parking will be done.

1.6 Demolition works? Yes Demolition work is involved as/list of

building to be demolished is attached as

annexure-8.

1.7 Temporary sites used for

construction works or housing of

No

All the construction activity including

stacking of building materials will be



construction workers? confined within the project site only and

temporary shed would be constructed for

storage of cement and other construction

materials.

Labour Camp for construction worker is also

proposed

1.8 Above ground buildings, structures

or earthworks including linear

structures, cut and fill or

excavations

Yes The new hospital block will have

Ground+service+7floors&one residential

blocks will have maximum of S+8 floors

Two Nos. single level basements have been

provided. One for parking & another in

cardiac-oncology block for services. The

quantity of earth generated will be utilized

within the project site for filling as well as

landscaping.

1.9 Underground works including

mining or tunneling?

No No underground works including mining or

tunneling is envisaged

1.10 Reclamation works? No No reclamation work required.

1.11 Dredging? No No dredging work required.

1.12 Offshore structures? No No offshore structure required.

1.13 Production and manufacturing

processes?

No No production / manufacturing process

involved.

1.14 Facilities for storage of goods or

materials?

Yes Separate raw material store for cement and

other construction materials will be made

within the project premises store shall be

away from the existing hospital block. Bricks

and steel will be stored yard.

1.15 Facilities for treatment or disposal

of solid waste or liquid effluents?

Yes Construction phase :-

Construction Stage Solid waste comprises

of mainly of construction waste and the

same shall be used within site to the extent

possible and shall be segregated for further



reusability/disposal.

In addition there will be generation of small

quantity of municipal waste from the

construction site in order of 20 kg/day along

with 4.7 KLD liquid effluents. The non-

biodegradable waste and other packaging

material will be sold to the vendors. Bio-bin

system will be provided for the disposal of

bio-degradable solid waste and a sewage

treatment plant will be installed for the

treatment of sewage from the labour colony.

Operation phase :-

Total Solid waste generation from Hospital

is about 225 kg/day out of which 45 Kg/day

(20%) will be generated as BMW and

remaining 180 Kg/day which is

approximately 80% of total waste is

generated as general waste. The general

waste includes canteen waste & office

waste. This shall be segregated as

biodegradable waste, recyclable waste &

inert waste and shall be disposal off

as/MSW rules.

The hospital waste will not be not mixed

with other waste and treated and disposed

off separately as per BMW Management

Rule. This waste shall be handed over

authorized agency as per rule.

Apart from this approximately 301 Kg/day

MSW will be generated from residential

process which includes 180.6 Kg/day (60%)

of biodegradable waste and 120.4 Kg/day



(40%) will be generated as Non-

biodegradable waste which will be collected

separately as per the MSW Rules, 2000.

The non-biodegradable and recyclable

waste would be sold to the recyclers. The

spent oil from the D.G. sets (defined as

hazardous waste) will be sold to C.P.C.B.

approved recyclers. The e-waste generated

will be stored in an isolated room and will be

sent to the authorized recyclers and will

follow C.P.C.B. / MoEF Norms.

Effluent: - The domestic sewage about 71

KL/day will be generated which will be

treated through proposed Sewage

Treatment Plant to be developed within the

project premises.

Waste water generated from hospital &

laundry about 60 KL/day shall be treated in

ETP.

1.16 Facilities for long term housing of

operational workers?

Yes Residential accommodations for Nurses,

Resident doctors, patient‟s

relatives/attendants are proposed.

1.17 New road, rail or sea traffic during

construction or operation?

No Not applicable

1.18 New road, rail, air waterborne or

other transport infrastructure

including new or altered routes and

stations, ports, airports etc?

No Not applicable

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

No Not applicable



movements?

1.20 New or diverted transmission lines

or pipelines?

No Not applicable

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 water courses is

proposed.

1.22 Stream crossings? No Not applicable

1.23 Abstraction or transfers of water

form ground or surface waters?

No No abstraction or transfers of water form

ground or surface waters

1.24 Changes in water bodies or the

land surface affecting drainage or

run-off?

No Not applicable

1.25 Transport of personnel or materials

for construction, operation or

decommissioning?

Yes Transportation of personnel / material during

the construction and operation phase is

envisaged.

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 Residential- 365

Visitors- 21

Hospital

Patients-150 beds

visitors - 450

Doctors & working staff-380



1.29 Introduction of alien species? No Not applicable

1.30 Loss of native species or genetic

diversity?

No Not applicable

1.31 Any other actions? None - -

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


quantities /rates, wherever possible)

with source of information data

2.1 Land especially undeveloped or

agricultural land (ha)

No The project is expansion of existing

hospital

2.2 Water (expected source & competing

users) unit: KLD

Yes Construction Phase –

During construction phase, drinking

water for the labours will be sourced

from the water supply from DJB/ railway

ranney well.

Construction water demand will be met

from tanker/ railway ranney well water

supply.

Operation Phase-

During operation phase, fresh water will

be supplied from DJB/ railway ranney

well water supply system.

Recycling of water from onsite STP will

be done for flushing, irrigation, DG &

HVAC cooling.

2.3 Minerals (MT) No Not Applicable



2.4 Construction material – stone,

aggregates, sand / soil (expected

source – MT)

Yes Bricks, Cement, Steel, Sand,

aggregate, floor/wall tiles, and are major

building materials to be used in the

project. Materials will preferably

purchase locally of reputed

brands/manufacturers & suppliers.

2.5 Forests and timber (source – MT) Yes Use of Wood shall be restricted to

minimum quantity.

2.6 Energy including electricity and fuels

(source, competing users) Unit: fuel

(MT), energy (MW)

Yes Total Power Demand Load = 2700 KW

Power Source = NDMC

Total capacity of D.G. Sets proposed

2500 KVA

Fuel – Low Sulphur HSD

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.

N.

Information/Checklist confirmation

Yes /

No


quantities/rates, wherever possible)


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 This is expansion (addition/alteration) of

hospital and no storage of hazardous

chemicals ( as per MSIHC Rules ) will

be done, apart from diesel storage for

D.G. Sets which will be operated only

during emergency and suitable

arrangement will be adopted for the

same. It will be stored in HDPE drums

and kept in covered rooms under lock

and key.



3.2 Changes in occurrence of disease or

affect disease vectors (e.g. insect or

water borne diseases)

No Suitable drainage and waste

management measures will be adopted

in both the construction and operation

phase which will restrict stagnation of

water or accumulation of water within

the site & the surroundings. This will

effectively restrict the reproduction and

growth of disease vectors. Further,

appropriate sanitation facility will be

provided at site during construction

phase & operation phase.

Good housekeeping and hygienic

measures will be followed during

construction and operation phase to

avoid any cause which can lead to

occurrence of disease.

3.3 Affect the welfare of people e.g. by

changing living conditions?

Yes This is a govt. hospital for employees of

Indian railway. Hospital facilities will be

availed by employees residing in Delhi

NCR Haryana & UP region.

3.4 Vulnerable groups of people who could

be affected by the project e.g. hospital

patients, children, the elderly etc.,

No None

3.5 Any other causes None None

4. Production of solid wastes during construction or operation or

decommissioning ( MT/month )

S.

No.


Yes /

No




4.1 Spoil, overburden or mine wastes No No such spoil over burden or mine

waste will be generated.



4.2 Municipal waste (domestic and or

commercial wastes)

Yes There will be about 20 kg of municipal

solid waste during construction phase.

The total Municipal solid waste to be

generated from the proposed project on

full occupancy during operation phase

would be about.

Item KG/day

Total Waste generation (Hospital) 225

(1) Bio Medical waste (20%) 45

(2) General Waste 180

Residential Waste 301

(1) Bio Degradable waste 180.6

(2) Non biodegradable 120.4

4.3 Hazardous wastes (as per Hazardous

Waste Management Rules)

Yes The oil used in the D.G. sets (as a

standby source of power) after certain

of hours of operation, needs to be

changed. This used oil from the D.G.

Sets will be sold to the CPCB approved

recyclers.

Used oil will be stored in HDPE drums

in isolated covered facility.

The e-waste would be sold to the

approved recyclers.

4.4 Other industrial process wastes Yes Biomedical Waste will be generated

accounting to 45 kg/day.

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other sludge from

effluent treatment

Yes Total Sewage generation from the

project is71 KLD which will be treated in

STP of 85KLD while waste water

generated from hospital and Laundary

is 60 KLD will be treated in ETP of

capacity 75KLD. The treated waste



water will be reused.

Sludge generated from the STP will be

used as manure within the project site

as well as DDA managed parks and

other green areas.

4.7 Construction or demolition wastes Yes Construction waste will be used for

filling inroad work to the extent to be

possible and remaining shall be sent

construction & demolition (CD) waste

land fill site.

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 None

5. Release of pollutants or any hazardous, toxic or noxious substances to air

(Kg/hr)

S.

No.


Yes

/ No


quantities / rates, wherever possible)


5.1 Emissions from combustion of fossil fuels

from stationary or mobile sources

Yes The operation of proposed project does

not envisage any major air pollutant

generating sources except D.G. Sets

and vehicular movement during

construction phase and operation

phase. It is proposed to have a D.G. set

2500 KVA (1 x 1000 Kva + 1x 750 Kva

+ 1 x 500 Kva + 1 x 250 Kva)

5.2 Emissions from production processes No Not applicable. No production activity

envisaged.

5.3 Emissions from materials handling Yes This will be restricted to the construction



including storage or transport phase and within the project site only.

5.4 Emissions from construction activities

including plant and equipment

Yes Dust will be generated during unloading

of construction materials, movement of

vehicles. However it will be restricted to

barricaded area of building.

The other source of emission is from

D.G sets of 2500. KVA which will be

used during construction phase.

5.5 Dust or odours from handling of materials

including construction materials, sewage

and waste

Yes During construction phase dust will be

generated during the handling of

construction materials. Sprinklers for

suppression of dust will be installed

during construction phase to minimize

the dust generation.

Wind breakers (i.e. barricades with GI

sheets) or using shade nets will be used

for dust control. Special care will be

taken at the site adjoining the existing

hospital block

5.6 Emissions from incineration of waste No Not applicable as no incineration

proposed.

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 Not applicable

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

S.

No.

Information / Checklist confirmation

Yes

/ No




6.1 From operation of equipment e.g.

engines, ventilation plant, crushers

Yes During construction, the machinery

used for construction will be of highest



standards and will be of reputed make.

These standards itself take care of

noise generated from these machines.

The construction involved is midrise

upto 35 m high buildings, no heavy

machinery is required. Hence

insignificant impacts due to construction

machinery are envisaged.

Apart from this, the construction activity

will be restricted to day time only.

Noise will be created from operation of

D.G. sets but all the D.G. sets shall be

silent generators to restrict the noise

within the permissible limit.

6.2 From industrial or similar processes No Not applicable

6.3 From construction or demolition Yes Due to the various construction

activities, there will be short term noise

impacts in the immediate vicinity of the

project site. The construction activity will

include the following noise generation

activities:

Operation of D.G. Sets, concrete mixers

and excavators.

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

used in the construction phase.

6.5 From construction or operational traffic Yes Some amount of noise will be generated

from vehicular movement in the

construction and operation phase.

6.6 From lighting or cooling systems No Not applicable

6.7 From any other sources No Not applicable



7. Risks of contamination of land or water from releases of pollutants into the

ground or into sewers, surface waters, groundwater, coastal waters or the sea:

S.

No.


Yes

/ No




7.1 From handling, storage, use or spillage of

hazardous materials

No Used Oil from the D.G. Sets will be

stored in HDPE drums and will be kept

at a separate place and sold to CPCB

approved recyclers. Therefore there is

no risk of contamination due to used oil.

The storage of used oil will be in such

that no spillage of hazardous materials.

7.2 From discharge of sewage or other

effluents to water or the land (expected

mode and place of discharge)

No Sewage will be disposed off through

proposed Sewage Treatment Plant to

be developed within the premises both

during construction and operation

phase. There is no chance of spillage or

discharge of sewage and all the sewage

will be channelized properly through

closed pipes to the STP. The sewage

after treatment will be utilized for

flushing, horticulture & make up water

for fountain/water body purposes.

Waste water generated from hospital &

laundry will be treated in ETP &reused

for HVAC/DG cooling/flushing.

7.3 By deposition of pollutants emitted to air

into the land or into water

No There is no emission except of D.G. set.

By use of low sulphur diesel, the

emission from the D.G. sets will be

within the norms.

7.4 From any other sources No Not applicable

7.5 Is there a risk of long term buildup of No Not applicable



pollutants in the environment from these

sources?

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

could affect human health or the environment

S.

No.


Yes

/ No




8.1 From explosions, spillages, fires etc from

storage, handling, use or production of

hazardous substances

Yes Since this is a hospital project, risks

associated with this project includes:

a. Explosion: From gas cylinders

b. Spillage: From biomedical waste

storage

c. Fire: from short circuit

8.2 From any other causes No Not applicable

8.3 Could the project be affected by natural

disasters causing environmental damage

(e.g. floods, earthquakes, landslides,

cloudburst etc)?

No As per seismic classification, the project

site falls in Zone-IV. No reported

cloudburst in the area. Also, there is no

hilly area around the project site, there

is no chance of landslide.

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

which could lead to environmental effects or the potential for cumulative

impacts with other existing or planned activities in the locality

S.

No.


Yes

/ No


quantities/rates, wherever possible) with

source of information data

9.1 Lead to development of supporting

utilities, ancillary development or

development stimulated by the project

which could have impact on the

environment e.g.:



• Supporting infrastructure (roads,

power supply, waste or waste water

treatment, etc.)

• housing development

• extractive industries

• supply industries

• other

No

No

No

No

No

The area is already developed

9.2 Lead to after-use of the site, which

could have an impact on the

environment

No Not applicable

9.3 Set a precedent for later

developments

No Not applicable

9.4 Have cumulative effects due to

proximity to other existing or planned

projects with similar effects

No Not applicable

(III) Environmental Sensitivity

S.

No.

Areas

Name/

Identity

Aerial distance (within 15 km.)

Proposed project location boundary

1 Areas protected under international

conventions, national or local

legislation for their ecological,

landscape, cultural or other related

value

Yes Okhla Bird Sanctuary- 13 Km in SE

2 Areas which are important or sensitive

for ecological reasons - Wetlands,

watercourses or other water bodies,

coastal zone, biospheres, mountains,

forests

Yes Yamuna River : 4 Km East

3 Areas used by protected, important or

sensitive species of flora or fauna for

Yes Okhla Bird Sanctuary: 13 Km SE



breeding, nesting, foraging, resting,

over wintering, migration

4 Inland, coastal, marine or

underground waters

No Not located within 15 km of the

proposed project location.

5 State, National boundaries Yes UP border : 9.40 km East

6 Routes or facilities used by the public

for accessto recreation or other

tourist, pilgrim areas

No Not Applicable

7 Defense installations No Not Applicable

8 Densely populated or built-up area Yes Densely populated area like Connaught

Place, New Delhi etc.

9 Areas occupied by sensitive man-

made land uses (hospitals, schools,

places of worship, community

facilities)

Yes Several hospitals, schools, Temples

and community centers areas are

located near the project site within 15

Km. radius.

10 Areas containing important, high

quality or scarce resources (ground

water resources, surface resources,

forestry, agriculture, fisheries, tourism,

minerals)

Yes Ground water extraction for

Construction purpose is prohibited

11 Areas already subjected to pollution or

environmental damage. (those where

existing legal environmental standards

are exceeded)

No No critically polluted area is located

within 15 km. radius.

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)

No The area under study falls in

Zone-IV, according to the Indian

Standards Seismic Zoning Map.

Structural design aspects as per the

seismic codes – IS 1893 (2002), IS

13920 (1993) and IS 456 (2000) as

applicable would be incorporated in our

project.



(IV) Proposed Terms of Reference for EIA studies

The proposed addition/alteration project is having built-up area 26320.3sqm. and

which is less than 1,50,000sq.m and therefore, as per EIA Notification, 2006, the

project falls under 8 (a) and hence EIA Study is not required for this project.



1.0 LAND ENVIRONMENT

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 landuse 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) and (iii) The site (indicating levels & contours) to appropriate

scales. If not available attach only conceptual plans

No. The proposed project site is allotted for construction of hospital as per the DDA

Master Plan. It is thus anticipated that the construction activities of the proposed

project would not have an adverse effect on the land use activities in the project

area. The development of the green belt and other landscape would enhance the

visual aesthetics of the area.

The proposed project is located at Northern Railway, Chelmsford Road at New Delhi.

(i) 500 M Radius Map,

(ii) 10 Km Radius map

(iii) Layout plan

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

area, water consumption, power requirement, connectivity, community

facilities, parking needs etc

The proposed project is addition/alteration in Hospital Complex. The, Salient feature

of the proposed project is given below in Table -1:

Table-1: Salient Feature of the Project

SN Description Proposed

1 Plot Area (Net) 33107sq.m

2 Proposed Built Up Area 26320.3sq.m

3 Number of Blocks 2 + Basement Parking

2 Form 1A



4 Number of Beds 150

5 Height of Tallest tower 34.5mt

6 Max No of Floors S+8

7 Cost of Project 34 cr.

8 Permissible Ground Coverage Area 9932sq.m

9 Proposed Ground Coverage Area 2279.21sq.m

10 Permissible FAR Area (200) 66215sq.m

11 Proposed FAR Area 16338.2sq.m

12 Stilt Area 698.219sq.m

13 Total Basement Area 9138.92sq.m

14 Non FAR Area excluding basement 1964.18sq.m

15 Expected Population 1366 Person

16 Total Water Requirement 245kld

17 Fresh water requirement 134kld

18 Waste water Generation 71+60kld

19 STP and ETP Capacity 85 and 75kld

20 Treated Water Available for Reuse/Used

108.5kld

21 Surplus treated water Zero discharge

22 Proposed Quantity of Rain Water to be Harvested

5464 cu.m

23 No of RWH of Pits Proposed 4

25 Parking Required as/Byelaws (2ECS/100 Sq.M) for total project

712 ECS

26 Parking proposed (for total project) 712 ECS

27 Surface Parking (for total project) 496 ECS

28 Stilt Parking (for total project) 16 ECS

29 Basement Parking (for total project) 200 ECS

30 Green Area Required (for total project)

4966Sq.m

31 Green Area Proposed (for total project)

8491.1 Sq.m

32 Solid Waste Generation A Hospital Waste 225 Kg/day

Biomedical Waste (@20%) 45 Kg/day

General Waste 180 Kg/day

B Residential Waste 301 Kg/day

Biodegradable Waste (@ 60%) 180.6 Kg/day

Non Biodegradable 120.4 Kg/day

33 Quantity of E-Waste Generation-Kg/Day

4.5 Kg/day

34 Quantity of Hazardous waste Generation

700 Lt/annum

35 Quantity of Sludge Generated from STP

40 Kg/day

36 Total Power Requirement 2700 KW

37 DG set backup 2500 KVA



38 Internal Road Width (Min) 6 M

39 Ground Water Table - Pre Mansoon 20

40 Ground Water Table - Post Mansoon 18.5

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, disturbance to the local ecology)

Proposed project is addition/alteration of existing hospital complex which is as per land

use plan. Proposed project will provide all the basic utilities & amenities such as proper

drainage system, recharge of ground aquifer, green area development, sufficient parking

and take adequate mitigation measures to control dust and noise from construction activity

so that it will not cause any negative impact on the surroundings and land use of the

surrounding area.

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)

No significant land disturbance is expected. The project would involve construction of

paved areas and development of green areas, which would reduce any erosion

possibilities. Moreover, a proper drainage system will be provided at the site to catch

surface runoff. 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, have been adopted while designing the structures. Project site soil

investigation is done.

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)

The proposed project activities will not cause any alteration of natural drainage

system. No changes are expected outside from project premises. The project will

implement planned drainage system within the site and there will be a positive

change in the drainage pattern.

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)

There is single level of basement proposed in the project. And above the ground the



structure includes cardiac oncology block & residential block.

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

construction period

Water Supply:

Treated waste water supplied through tanker/railway ranney well, ground water will

not be used for construction purpose under any circumstances.

During construction waste generation includes excavated soil, demolition waste, and

wastage of construction materials apart from DG oil waste. Also waste will be

generated by construction labour.

Waste Generation and Handling:

During construction, waste generation include excavated soil, demolition waste,

wastage of construction materials apart from DG oil waste. Also waste will be

generated by construction labour. Soil excavated will be reused for backfilling and

the fertile top soil will be reused for landscaping purpose. Construction materials,

Spillage of oil from the machinery will be properly collected and disposed off. For

construction laborers, proper sanitary facilities &wash areas will be provided and

good hygienic conditions will 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)

The project site is not a low lying area and is well developed. Therefore, there will be no

alteration of the low lying areas. There is not wetland at the vicinity of 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)

The construction debris and wastes generated in limited quantity during construction of the

project will not cause any health hazard. The construction debris will be used for land

leveling/backfilling and landscaping according to its composition. Metal will be recycled.

Waste concrete will be reused as aggregate in construction process.

Approx. 40 labors will be used during the construction period. Proper sanitary facilities will

be provided to Construction laborers through mobile toilets. Wash areas will be

constructed and good hygienic conditions will be maintained.

2.0 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 met?

State the sources & quantities and furnish a water balance statement

Total water requirement for this project is 239 KLD out of which approx.105KLD treated

waste water from (STP&ETP) will be reused. The fresh water demand of 134KLD will be

obtained from water supply department of DJB/ railway ranney well. Detail of water

requirements for various uses is given table 1. Efficient dual flushing fixtures will be

provided to achieve conservation of fresh water. Detail of water requirement has been

given in Table 1 above

2.2 What is the capacity (dependable flow or yield) of the proposed source of

water?

The source of water will be water tankers/railway ranney well during construction phase

and water supply from DJB/ railway ranney well during operation phase.

2.3 What is the quality of water required, in case, the supply is not from a

municipal source? (Provide physical, chemical, biological characteristics with

class of water quality)

During operation phase, fresh water will be supplied by DJB/ railway ranney well. The

quality of water would conform to the desirable drinking water standards as per IS: 10500.

2012.

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)

Approx. 105KLD of treated waste water from onsite STP and ETP of 85&75Kld capacity

respectively will be used in flushing, horticulture, DG and HVAC cooling.

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)

Fresh water conforming to the drinking water standard will be supplied by DJB/ railway

ranney well. Therefore, no diversion of water from other user is expected and no impact

on the existing users is anticipated.

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)

As estimated, 71 KLD of domestic waste water will be generated from the project which



will be treated in onsite STP. Approx. 85 KLD of treated.

Approx.60KLD of waste water will be generated from the hospital and laundry will be

treated in onsite ETP 75 KLD of treated. Wastewater will be used for horticulture, dual

flushing, DG and HVAC makeup.

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

details of the facilities created

Adequate rain water harvesting will be provided by means of recharge into the ground

aquifer. The details are given in the annex 5 (Ref. TOC).

The rain water collected from the roof top area will be conveyed into the rain water

harvesting system consisting of de-silting cum filter chamber, oil and grease separator and

pits for recharge into ground aquifer. Rainwater collected from ground shall be discharged

in existing municipal storm water drainage.

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?

Due to creation of hard area-building terraces, roads, pavements. The quantity of runoff

will increase. Runoff from terrace will be harvested after desilting.

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)

There will be no tapping of ground water use of ground water will be strictly

prohibited during construction and operation phase of the project.

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 stage, runoff from the construction site shall not be allowed to

stand or enter into the roadside or nearby drain. Adequate measures shall be taken to

collect such run off in sedimentation basin with help of suitable garlanding drain.

The major underground construction activity will be taken over during non-monsoon

period, hence, the issue of run-off and contamination of land and aquifers does not arise.



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)

The storm water from building terraces will be harvested after desilting. The design of

RWH pits shall have storage facility of 15 minutes rainfall calculated @ 45 mm/hour on

designated catchment area. The storm water from ground level surface shall be

channeled through storm water drains designed for designated catchment area & will be

discharged in public storm water drain.

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)

Temporary labour camp is proposed at the site. However, temporary rest rooms, office

and first aid/ safety office will be provided on site. Proper sanitation facility will be made

available on site.

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 operation phase, As estimated, 71 KLD of domestic waste water will be generated

from the project which will be treated in onsite STP. Approx. 85 KLD of treated.

Approx.60KLD of waste water will be generated from the hospital and laundry will be

treated in onsite ETP 75 KLD of treated. Wastewater will be used for horticulture, dual

flushing, DG and HVAC makeup.

2.14 Give details of dual plumbing system if treated waste used is used for flushing

of toilets or any other use.

Treated waste water will be reused for flushing, HVAC. Treated waste water will be

collected in tank from the onsite STP. This tank will provide water for horticulture and

flushing. Water for flushing will be pumped from this tank to terrace tank and will be

connected to all toilets through separate pipes.

3.0 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)

There is no endangered plant or animal species in the region. Moreover, the area does



not fall under the path of any migratory species. There is no reserve forest, wild life

sanctuary or protected forest around the project site. Hence no threat to biodiversity is

envisaged.

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

(Provide a detailed account of the trees & vegetation affected by the project)

The construction of project required tree cutting. The proposal for tree cutting is submitted

for approval. (Copy enclosed)

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)

This is expansion (addition/alteration) of hospital project. There are existing trees.

Efforts have been made to retain maximum existing trees & provide maximum green

area including peripheral/avenue plantation. Details of green area & plantation are

given in landscape plan.

4.0 FAUNA

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

creation of barriers for their movement? Provide the details

No fauna has been recorded from the project influenced area. This site is not a

natural host to any sensitive creature. Therefore, no animal habitat is likely to be

effected due to construction of the proposed building.

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

No direct or indirect impact on the avifauna of the area is envisaged.

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

impacts on fauna

Measures such as corridors, fish ladders are not applicable for this project.

5.0 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)

Background ambient air quality level of PM10, PM2.5, SO2, CO and NOx are given



separately.

The important activities during the construction phase that produce particulate matter

and affect the air quality are material storage, transportation and handling of

excavated earth and construction materials like cement, sand and aggregates.

Gaseous pollutants like SO2, NOx, CO emitted from the various machineries and

vehicles used in construction activities.

Appropriate mitigation measure will be employed during this stage of the project to

reduce the pollution level to the acceptable limit.

Operational Phase

During this stage, there will be no major impact on air environment. Low Sulpher

diesel for DG Set and Boiler will be used as a fuel which will causes air pollution. But

APMC will minimize the pollution load into environment.

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.

No such impacts are envisaged such as smoke, odour or hazards gases will not be

generated from this project.

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

Adequate and efficient circulation plan is proposed for smooth movement of vehicles

and pedestrian. Details of Parking is given in the table no.1

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

pedestrian pathways, footpaths etc., with areas under each category

There is a adequate provision internal road for traffic movement on the project site.

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

Parking is also provided in the basement to minimize noise level and traffic on

surface.

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

2500KVA DG Sets have been proposed during operation phase as power backup



during grid failure.

6.0 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?

As the proposed construction is in conformity with planned land use. The construction

shall be carried out as per approved building plan. There is no scenic amenity or

landscaping in its surroundings so there is no possibility of obstruction of abovementioned

conditions.

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

structures? What are the considerations taken into account?

Since this is expansion of present hospital facility there will be improvement in Hospital

services. However the construction activity will generate, noise & dust for which mitigation

measures are proposed. Refer table no 4.

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

influencing the design criteria? They may be explicitly spelt out.

There are no mandatory guidelines for development of urban forms. However architect

designed the project keeping in mind design principles of urban form. Design is based on

development control norms laid down in building bylaws of DDA & Plans to be approved

by NDMC.

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

if any other significant features in the vicinity of the proposed site have been

considered.

No anthropological or archeological site is envisaged within the vicinity of the project site.

Therefore no impact for the same is envisaged.

7.0 SOCIO-ECONOMIC ASPECTS

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

population? Provide the details.

The operation of the project shall provide value addition to the existing infrastructure, as

due to development of the proposed project, facilities such as public transport, water

supply, telecommunications, power lines, road maintenance etc. shall be upgraded in and



in the project premises.

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

The proposed project site is located at Chelmsford Road at New Delhi and is adequately

equipped with all essential facilities. Other than these, the site is located in close proximity

to various commercial & residential complexes, which have come up with the

development of the area.

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

sacred sites or other cultural values? What are the safeguards proposed?

The proposed construction will not have any adverse effects on local communities.

8.0 BUILDING MATERIALS

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

construction materials produced with energy efficient processes? (Give

details of energy conservation measures in the selection of building materials

and their energy efficiency)

The major materials required for construction of the proposed project will be steel, cement,

bricks, metal, flooring tiles/stones, sanitary and hardware items, electrical fittings, water,

etc.

All the items to be used in the proposed project will be as per the IS code specification.

Building materials with low-embodied energy and which are locally available will be used

in construction. RMC and fly ash will be used in RCC.

8.2 Transport and handling of materials during construction may result in

pollution, noise & public nuisance. What measures are taken to minimize the

impacts?

Mitigation Measures for Air Pollution during Construction Stage

The impact on ambient air quality during construction stage around the project site will be

assessed. Various construction activities especially related to handling of loose material

likely to cause generation of fugitive dust will affect the air quality of the surrounding area

of the project site. To minimize such impact following measures shall be taken:

All the loose material either stacked or transported shall be provided with

suitable covering such as tarpaulin, etc.

Water sprinkling shall be done at the location where dust generation is



anticipated.

To minimize the occupational health hazard, proper personal protective gears

i.e. mask shall be provided to the workers who are engaged in dust

generation activity.

Mitigation Measures for Noise Pollution during Construction Stage

During the construction stage, expected noise levels shall be in the range of 80-85 dB(A)

which will decrease with increase in distance as per the Inverse Square Law.

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

noise generation sources and temporal differentiation of noise generating activities will

ensure minimum noise at receiver‟s end. To prevent any occupational hazard, ear muff /

ear plug shall be given to the workers working around or operating plant and machinery

emitting high noise levels. Use of such plant or machinery shall not be allowed during

night hour. Careful planning of machinery operation and scheduling of operations shall be

done to minimize such impact.

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

savings achieved?

Locally available recycle materials shall be used to extent possible.

However, bricks made from the fly-ash will be used for construction of pavements, side

walls, boundaries for parks etc. Readymade concrete (RMC) will be used in construction.

8.4 Give details of the methods of collection, segregation & disposal of the

garbage generated during the operation phases of the project

The Total solid Waste to be generated from the proposed project on full occupancy during

operation would be as follows:

Item KG/day

Total Waste generation (Hospital) 225

(1) Bio Medical waste (20%) 45

(2) General Waste 180

Residential Waste 301

(1) Bio Degradable waste 180.6

(2) Non biodegradable 120.4

Sweepers will be engaged for handling municipal waste and appropriate site for



keeping bin/container at common places would be identified for collection of waste.

Adequate number of collection bins separately for biodegradable and non-

biodegradable waste shall be provided as per the Municipal Solid Waste (Management

and Handling) Rule, 2000. Wastes from such bins shall be collected separately on daily

basis.

All waste collection bins shall be properly maintained on regular basis.

Arrangement will be made with local civic authority, for providing garbage station

or transfer point (preferably near the entry/ exit point of the site), where all the

waste from collection bins shall be sent for further disposal by the municipal

authorities.

It will be assured that there is no spillage of waste along the internal roads during

collection of wastes.

The garbage storage/transfer point will be covered and cleaned every day to as to

avoid any nuisance, vectors and unhygienic conditions.

Landscape waste comprises of fallen leaves and other vegetative material. It shall be

collected at secured location such that it shall not hinder the daily activity or be washed

away by the surface run off causing choking of drains, etc. Adequate arrangement shall

be worked out with municipal authority to collect and dispose such waste in an

appropriate manner.

Biomedical waste, collection, segregation and disposal through authorized agency

already operating in the campus.

9.0 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 and Source of Supply:

The Maximum Power demand for the project is estimated to be as around2700KW. The

power supply shall be received from (2500 KVA) will be provided as power back up during

grid failure.

. Energy Conservation Measures & Management Plan:

During operation phase, appropriate energy conservation measures & management plan



will be adopted in order to minimize the consumptions of non-renewable fuel. The

following measures are suggested to be adopted. Details of energy saving measure:

o Energy efficient lighting fixtures &LED Lamps will be used to illuminate common

area.

o For External lighting HPSV lamp are proposed to reduce energy consumption.

o Lighting and switching shall be designed by keeping in mind day light integration.

o Roof treatment shall be planned to conserve energy.

o Capacitor banks shall be planned for improving the power factor of the power

supply.

o Solar energy will also be used to reduce conventional energy requirements and

reduce dependence on non-renewable sources of energy and make environment

cleaner.

9.2 What type of, and capacity of, power back-up to you plan to provide?

I) Type: Diesel Generator Set

II Capacity:2500 KVA

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

specifications of its characteristics related to both short wave and long wave

radiation?

Specification of glass to be used in hospital block -

Colored tinted float glass 6mm thick substrate with reflective soft coating on face

# 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having

properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to

15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of

3.0 to 3.3 W/m2 degree K etc.

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

Illustrate the applications made in the proposed project.

Building design and envelope has been optimized through selection of appropriate wall

and roof construction and through adoption of solar passive measures after studying the

sun path analysis to provide shading devices for windows and roof which would reduce

energy demand. Sunshades will be used around windows in order to protect from direct

sunlight.



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 complex? Substantiate with

details.

Yes, the layout of streets & building has been designed to maximize the potential for

solar energy devices. Further, solar energy will also be used for water heating.

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 effected?

Plantation along periphery and at suitable location is planned to provide shade to roads

and building envelope. East and west façade has been suitably modified to reduce heat

gain. Passive solar architectural measures have been adopted and provided shading

devices for windows which would effectively reduce heating up of building envelope.

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

mechanical 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.

350 TR HVAC has been proposed for the project. System shall be free of CFC and HCFC

(R134A).refrigerant 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?

The proposed project is the expansion of Hospital due to which there will not be any

significant change on the surrounding environment, hence no significant change in heat

island effect is envisaged. However more green area & shaded roads/pathways shall be

developed to shade hard road and to reduce heat island effects.

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.

Since the project building envelope for external walls will be made of bricks and structures

of concrete and steel. The R- values for concrete range from 0.78-1.25 K.m2.W-1 that for



steel range from 1.07-1.25 K.m2.W-1, and for bricks approx. 0.87 K.m2.W-1

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

Furnish details of emergency plans

In design component of the project, adequate measure has being taken as per the

provisions of the National Building Code to provide for fire protection services.

Sufficient quantity of water will be stored within the premise to subdue fire if at all

required. Water will be supplied from the underground water storage reservoir. Apart

from providing sufficient water for firefighting, other measures that have been

considered include:

Adequate width of internal road will have sufficient load bearing capacity to

withstand fire engines

The building materials shall be of appropriate fire resistance standard.

Further, design shall include provision for the following:

o The electrical systems shall be provided with automatic circuit breakers

activated by the rise of current as well as activated by over current.

o Fire Alarm systems at appropriate places

o Means of escape,

o Access for fireman

o Adequate fire fighting requirement shall be taken into account while

designing the electrical distribution system.

o Building plan have been approved by CFO Delhi (Approval letter attached).

9.11 If you are using glass as wall material provides details and specifications

including emissivity and thermal characteristics

No glass is not used as wall material..

9.12 What is the rate of air infiltration into the building? Provide details of how you

are mitigating the effects of infiltration

Air tight construction is proposed with provision of sealants &flashing wherever required.

cardiac oncology block is to the extent possible to be air-conditioned. However leakage

will be restricted within the limits specified in ECBC 2007.

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 for water heating and common area lighting.

10 Environmental Management Plan

Table 4: Environment Management Plan

S

N

Potential

Impact Action

Parameters for

Monitoring Timing

I. Construction Phase

1. Air Emission

All equipments will be

operated within

specified design

parameters.

Random checks of

equipment logs/

manuals

Construction

activities

Vehicle trips to be

minimized to the

extent possible

Vehicle logs

Site clearance and

construction activities

Any dry, dusty

materials stored in

sealed containers or

prevented from

blowing.

Absence of stockpiles

or open containers of

dusty materials.

Construction

activities

Compaction of soil

during various

construction activities

Construction logs

Construction activities

Ambient air quality

within the premises of

the proposed unit to

be monitored.

PM10, PM2.5, SO2,

NOx and CO

As per SPCB

requirement.

2. Noise

List of all onsite noise

generating machinery

with age to be

Equipment logs, noise

reading

During construction

phase.



prepared. Equipment

to be maintained in

good working order.

Working during night

prohibited. Working hour records

Construction

activities

Generation of

vehicular noise

Maintenance records

of vehicles

During construction

phase.

Implement good

working practices

(equipment selection

and siting) to minimize

noise and also reduce

its impacts on human

health (ear muffs, safe

distances, and

enclosures).

Site working practices

records, noise reading

During construction

Phase.

No machinery running

when not in used.

Acoustic

mufflers/enclosures to

be provided in large

engines

Mufflers/enclosures in

place.

Prior to use of

Equipment.

Noise to be monitored

in ambient air within

the plant premises.

Noise reading

As per SPCB

requirement or

quarterly whichever is

lesser.

The Noise level will

not exceed the

permissible limit both

during day and

night.

All equipment

operated within

Random checks of

Equipment logs/

During construction

phase.



specified design

parameters.

manuals

Vehicle trips to be

minimized to the

extent

possible

Vehicle logs

During construction

Phase.

3. Wastewater

Discharge

No untreated

discharge to be made

to surface water,

groundwater or soil.

No discharge hoses in

vicinity of

watercourses.

During construction

phase.

Waste water will be

discharged to outside

drainage.

Discharge norms for

effluents as given by

SPCB.

During construction

Phase.

Take care in disposal

of wastewater

generated such that

soil and groundwater

resources are

protected.

Discharge norms for


PCB.

4. Soil Erosion

Minimize area extent

of site clearance, by

staying within the

defined boundaries

Site boundaries not

extended / breached

as per plan document.

During construction

Phase.

Protect topsoil

stockpile where

possible at edge of

site.

Effective cover in

place.

During construction

Phase.

5.

Drainage and

effluent

Management

Ensure drainage

system and specific

design measures are

working effectively.

The design to

Visual inspection of

drainage and records

thereof

During construction

phase



incorporate existing

drainage pattern and

avoid disturbing the

same.

6. Waste

Management

Implement waste

management plan that

identifies and

characterizes every

waste arising

associated with

proposed activities

and which identifies

the procedures for

collection, handling &

disposal of each waste

arising.

Comprehensive Waste

Management Plan in

place and available for

inspection on-site.

Compliance with MSW

Rules, 1and

Hazardous Wastes

(Management,

Handling and Trans

Boundary Movement

Rules), 2008

Prior to site

Clearance.

7.

Non-routine

events and

accidental

releases

Plan to be drawn up,

considering likely

emergencies and

steps required to

prevent/limit

consequences.

Mock drills and

records of the same

During construction

phase

8.

Environmental

Management

Cell/Unit

The Environmental

Management Cell/Unit

is to be set up to

ensure implementation

and monitoring of

environmental

safeguards.

A formal letter from the

management

indicating formation of

Environment

Management Cell

During construction

phase

II. Operational Phase

9. Air Emission Stack emissions from

DG set to be PM, SO2, NOx, CO

During operation

phase



monitored

Ambient air quality

within the premises of

the proposed unit to

be monitored.

Exhaust from vehicles

to be minimized by

use of fuel efficient

vehicles and well

maintained vehicles

having PUC certificate.

PM10, PM2.5, SO2,

NOx, and CO as given

by SPCB. Vehicle logs

to be maintained

Vehicle trips to be

minimized to the

extent possible

Vehicle logs

10

. Noise

Noise generated from

operation of DG set to

be optimized and

monitored. DG sets

are to be provided with

acoustic enclosures

with appropriate height

of chimney above roof

level or as specified by

PCB

Maintain records of

vehicles During operation

phase

Generation of

vehicular noise

Maintain records of

vehicles

11

.

Wastewater

Discharge

No untreated

discharge to be made

to surface water,

groundwater or soil.

No discharge hoses in

vicinity of

watercourses.

During operation

phase.

Take care in disposal

of wastewater

Discharge norms for




generated such that

soil and groundwater

resources are

protected

SPCB

12

.

Drainage and

Effluent

Management

Ensure drainage

system and specific

design measures are

working effectively.

Design to incorporate

existing drainage

pattern and avoid

disturbing the same.

Visual inspection of

drainage and records

thereof

During operation

phase

13

. Energy Usage

Replacement of

conventional

luminaries to energy

efficient luminary

fittings

Luminary parameters

During operation

phase

14

.

Emergency

preparedness,

such as fire

fighting

Fire protection and

safety measures to

take care of fire and

explosion hazards, to

be assessed and

steps taken for

prevention.

Mock drill records, on

site emergency plan,

evacuation plan

During operation

phase

15

.

Environment

Management

Cell/Unit

The Environment

Management Cell/Unit

to be set up to ensure

implementation and

monitoring of

environmental

safeguards.

A formal letter from

the management

indicating formation of

Environment

Management Cell

During operation

phase



Table 5: Environment Monitoring Plan (Construction Phase)

S. No. Particulars Parameters Frequency

1. Ambient Air Monitoring PM10, PM2.5, SO2, NOx,

CO Half Yearly

2. Ground Water Quality

Monitoring

Drinking Water

Standard Half yearly

3. Noise Level Monitoring 24 Hrs. Noise Level Once in a month

Table 6: Environment Monitoring Plan (Operation Phase)

S. No. Particulars Parameters Frequency

1. Ambient Air Monitoring PM 2.5, PM 10, SO2,

NOx, CO Half yearly

2. Stack Emission Monitoring PM, SO2, NOx Half yearly

3. Treated Effluent Monitoring pH, BOD, COD, O& G,

Total Suspended Solids Monthly

4. Noise Level Monitoring 24 Hrs. Noise Level Quarterly

5. Ground water Drinking Water

Standard

Half yearly



INTRODUCTION

This project is expansion of central hospital, northern railway, Chelmsford Road at

New Delhi. Land use of the project site is in conformity with the DDA Master Plan.

The objective of the study is to carry out Environmental Impact Assessment (EIA) for

the proposed project to meet the environmental compliance laid down by the Ministry

of Environment and Forest (MoEF), Govt. of India. The scope of the study would be

as per the EIA guidelines outlined by the MoEF for new construction project.

SITE LOCATION

Central hospital, northern railway, Chelmsford Road at New Delhi.

3 Conceptual Plan

Fig 1: Location of Project Site



PROJECT DETAILS

The proposed project is expansion (addition/alteration) project. The total built area will

be 26320.33 sq m. The proposed project involves construction of a new hospital block

having Ground+ Service Floor+7 floors, one residential block having maximum S+8

floors and two single level basement one for parking and another in cardio oncology

block for services.

This is a government hospital project for employees of Indian Railways as well as

employees residing in Delhi & NCR region.

Facilities to be Available

Basic Infrastructure

Water distribution system

Storm water drainage System

Power backup

Road

Sufficient car parking

Earthquake resistant RCC framed construction

Environmental Requirement

Rain water harvesting

Solid waste collection recycle and disposal, biomedical waste

management

Solar water Heater and Solar Lighting.

Ambience and Energy Efficient Structure

The proposed project will be designed in such a way that natural light and air will be

enhanced in the building. It will be helpful in energy conservation significantly. The

proposed project is planned to ensure energy efficient lighting and ventilation. This

will be done by incorporating modern architectural designs and techniques. Energy

efficient building orientation would be taken into account while constructing buildings.

The Design approach shall be sensitive to environmental issues. The main thrust

shall be laid on Energy conservation, safety and ease of maintenance and current

technological development. The Design Philosophy is to ensure fulfillment of all



functional requirements in accordance with Design Guidelines, Relevant Standards

and Codes as well as local Bye laws.

The following design standards/guidelines with latest amendments shall be followed

during detailed design of services. In case of any discrepancy, the stringent shall be

followed:

National Building Code (NBC) of India for construction of building.

Rules & Regulations issued by DDA/NDMC, Delhi

Central Ground Water Authority

Bureau of Energy Efficiency

Rules & Regulations issued by Airports Authority of India

Water Pollution (Prevention & Control) Act, 1974

Air Pollution (Prevention & Control) Act, 1981

Environment Protection Act, 1986

Municipal Solid Waste Rules, 2000

Hazardous Waste Management & Handling Rules, 2003

Biomedical Waste Management & Handling Rules,

EIA Notification, 2006 / 2009

Manual on norms and standards for environment clearance of large

construction projects issued by MoEF.

The project area statement and its components are as per the table 1 given below

Salient Features of Project:

The salient feature of the proposed project is as follows:

Table-1

SN Description Proposed

1 Plot Area (Net) 33107sq.m

2 Proposed Built Up Area 26320.3 sq.m

3 Number of Blocks 2 + Basement Parking

4 Number of Beds 150

5 Height of Tallest tower 34.5 mt

6 Max No of Floors S+8

7 Cost of Project 34 cr.

8 Permissible Ground Coverage Area 9932sq.m

9 Proposed Ground Coverage Area 2279.21sq.m



10 Permissible FAR Area (200) 66215sq.m

11 Proposed FAR Area 16338.2sq.m

12 Stilt Area 698.219sq.m

13 Total Basement Area 9138.92sq.m

14 Non FAR Area excluding basement 1964.18sq.m

15 Expected Population 1366 Person

16 Total Water Requirement 245 kld

17 Fresh water requirement 134 kld

18 Waste water Generation 71+60 kld

19 STP and ETP Capacity 85 and 75kld

20 Treated Water Available for Reuse/Used 108.5 kld

21 Surplus treated water Zero discharge

22 Proposed Quantity of Rain Water to be Harvested

5464 cu.m

23 No of RWH of Pits Proposed 4

25 Parking Required as/Byelaws (2ECS/100 Sq.m)

712 ECS

26 Parking proposed 712 ECS

27 Surface Parking 496 ECS

28 Stilt Parking 16 ECS

29 Basement Parking 200 ECS

30 Green Area Required 4966 Sq.m

31 Green Area Proposed 8491.1 Sq.m

32 Solid Waste Generation A Hospital Waste 225 Kg/day Biomedical Waste (@20%) 45 Kg/day

General Waste 180 Kg/day B Residential Waste 301 Kg/day Biodegradable Waste (@ 60%) 180.6 Kg/day

Non Biodegradable 120.4 Kg/day

33 Quantity of E-Waste Generation-Kg/Day 4.5 Kg/day

34 Quantity of Hazardous waste Generation 700 Lt/annum

35 Quantity of Sludge Generated from STP 40 Kg/day

36 Total Power Requirement 2700 KW

37 DG set backup 2500 KVA

38 Internal Road Width (Min) 6 M

39 Ground Water Table - Pre Mansoon 22

40 Ground Water Table - Post Mansoon 20.5

Project Surroundings

The proposed project site is located at Basant Lane Chelmsford road, New Delhi.

Project site is bound within 280 38‟ 07” N to 770 13‟ 00” E coordinates. The project

site is situated in the heart of Delhi city. The project site is surrounded by several



densly populated area such as Cannaught Place, SadarBajar and Rajiv Chowk etc.

Nearest Railway station is New Delhi Railway Station, which is 500mt North West

and nearest Air Port is Indira Gandhi International Airport which is situated at about

21 Km South west. The details of site surroundings are given below in Table- 2.

Table-2: Site and Surrounding of the project Site

S.

No.

Particulars Details

1. Nearest State Highway SH-57 is 7.0 Km - NE

2. Nearest National Highway NH-01 is 2.0 Km due NE

NH-10 is 5.18 Km NW

3. Nearest Railway Station New Delhi Railway Station: 500mt NW

4. Nearest Airport Indira Gandhi International Airport – 21

Km South West

5. River Body Nil

6. Hills/ Valleys Nil

7. Site Topography Plain

8. Archaeologically Important

Site

Nil

9. National Parks/ Wildlife

Sanctuaries

Okhla Bird Sanctuary-13 Km SE

10. Uttar Pradesh Boundary 9.40 Km East

11. Reserved/ Protected Forests Nil

12.. Seismicity The study area falls under Seismic Zone-

IV

500 m and 10 km radius surroundings of the project site are given below in Fig 2 and

Fig 3 respectively:



Fig 2: 500 m Vicinity Map Of Project Site

Fig 3: 10 Km Vicinity Map of Project Site



SEISMOLOGICAL ZONE OF INDIA

OCCUPANCY DETAILS

The total population of the project will be approx 1366 persons. The detailed

population breakup is given below in the following

Table-3: Population details

CATEGORY NO./DU POPULATION/DU TOTAL

RESIDENTIAL

DORMITORIES 12 6 72

SINGLE ROOM 12 1 12

1 & 2 BHK 41 5 205

ATTENDANT ROOM 18 2 36

CANTEEN (SEATING CAPACITY-40) 40 40

TOTAL 365

VISITOR (@ 10% OF 215) 21

TOTAL 386

HOSPITAL

NO. OF BEDS 150 150

MEDICAL & PARAMEDICAL STAFF 200 200

ADMINISTRATIVE STAFF 50 50

ATTENDANTS 150 150

OPD VISITOR 450 450



TOTAL 980

GRAND TOTAL (HOSPITAL + RESIDENTIAL) 1366

Water requirement and source

Total water requirement for this project is 239KLD out of which approx.105KLD

treated waste water from (STP and ETP) will be reused. The fresh water demand of

134 KLD will be obtained from water supply department of DJB/ railway ranney well.

Detail of water requirements for various uses is given table 1. Efficient dual flushing

fixtures will be provided to achieve conservation of fresh water. Detail of water

calculation has been given in Table below

Table-4: Details of Water Calculation

S. No.

Description Occupancy/ Capacity/Area

Rate Total Water Demand (KLD)

HOSPITAL

(i) HOSP BEDS (fresh, flushing & Hot)

150 @ 450 lpcd (200+70+180)

67.5

(ii) Medical & Paramedical Staff (fresh, flushing)

200 @ 45 lpcd (30+15)

9

(iii) Administrative Staff (fresh, flushing )

30 @ 45 lpcd (18+27)

1.35

(iv) Attendants (fresh, flushing )

150 @ 45 lpcd (18+27)

6.75

(v) OPD (fresh, flushing ) 450 @ 45 lpcd (18+27)

20.25

RESIDENCIAL

(vi) Dormitories

75 @ 135 lpcd (90+45)

9.7

(vii) Single Rooms

12 @ 135 lpcd (90+45)

1.6

(viii) I & 2 bhk

205 @ 135 lpcd (90+45)

27.7

(ix) Attendant Rooms

36 @ 135 lpcd (90+45)

4.9

(x) Canteen for 40 (Seating Capacity)

40 @ 70 lpcd 2.8



(xi) Visitors

21 @ 15 lpcd (6+9)

0.32

Other Uses

(xii) Green Area 8491.1 @ 3 lt/Sq.m. 25.0

(xiii) DG (6 Hr. Ev.) 2500 KVA @0.9 lts/hr/KVA

13.5

(xiv) HVAC Cooling (12 Hr. Ev.) 350 TR @10 lts/hr/Tr 42(25 treated+17 fresh)

(xv) Ro reject water - - 4.5

(xvi) Filter Back wash - - 2

Total 238.8 say 239

SN Particulars Water Demand (KLD)

A Total Water demand 239

a Fresh Water Requirement 134

b Recycled Water Demand 105

i Flushing Water Requirement 45.3

ii DG cooling Requirement 13.5

iii Green area Requirement 25

iv HVAC 42 (treated 21kld + 21kld

fresh)

B Onsite available treated wastewater 105

C Unused treated wastewater to STP& ETP Zero discharge

D STP Proposed (KLD) 85

E ETP Proposed (KLD) 75

The water balance is shown in Figure below.



Water Balance:

SEWAGE GENERATION

Construction phase:

Quantity of sewage generated during the construction phase will be negligible and

proper management will be done by providing mobile toilets. Septic tank will be

provided on site to to discharge sewage generated during the construction phase.

Operational Phase:

Sewage generated during operation phase will be 131 KLD. Onsite STP and ETP of

adequate Capacity will be provided for treatment of domestic effluent as well as

waste water generated from hospital and laundry. The process of treatment is based

on SBR Technology. The treated water from the STP will be stored in separate

overhead tanks and the stored water will be used for flushing the toilets, horticultural

use, DG cooling and other washing purposes. For disinfection of treated water Ultra



voilet light disinfection will be provided. Dual plumbing system will be provided for

reuse and recycling of treated waste water.

Solid Waste and Biomedical waste Generation The solid waste generated from the project shall be mainly domestic and biomedical

waste. Estimated quantity of the municipal waste shall be approx 526Kg/day

(Hospital 225 kg/day + Residential 301 kg/day) and 45 kg/day BMW waste. The

municipal solid waste so generated shall be first segregated as plastic, glass, paper

and other waste separately and disposed off as per MSW Rule, 2000. The recyclable

waste will be sold to vendors for recycling. Waste other than plastic, paper and glass

shall be collected and disposed off at the municipal waste sites. The collected solid

waste will be disposed to the nearest disposal site.

Biomedical waste shall be managed as per rules.

Waste Management during operation phase:

Municipal Solid Waste

Sweepers will be engaged for handling municipal waste and appropriate site for

keeping bin/container at common places would be identified for collection of waste.

Adequate number of collection bins separately for biodegradable and non-

biodegradable waste shall be provided as per the Municipal Solid Waste

(Management and Handling) Rule, 2000. Wastes from such bins shall be collected

separately on daily basis.

All waste collection bins shall be properly maintained on regular basis.

Arrangement will be made with local civic authority, for providing

garbage station or transfer point (preferably near the entry/ exit point of

the site), where all the waste from collection bins shall be sent for

further disposal by the municipal authorities.

It will be assured that there is no spillage of waste along the internal

roads during collection of wastes.

The garbage storage/transfer point will be covered and cleaned every

day to as to avoid any nuisance, vectors and unhygienic conditions.



Landscape waste comprises of fallen leaves and other vegetative material. It shall be

collected at secured location such that it shall not hinder the daily activity or be

washed away by the surface run off causing choking of drains, etc. Adequate

arrangement shall be worked out with municipal authority to collect and dispose such

waste in an appropriate manner.

BIOMEDICAL WASTE MANAGEMENT:

Generation of Biomedical Waste

Patient Ward, Intensive Care Units, OPD, Pathology, Blood Bank, Operation

Theatre, etc.

Segregation of Biomedical Waste

Segregation of biomedical waste is done at source & packed in different bags

as per Biomedical waste management & handling rules

Shifting of Biomedical Waste to “Biomedical waste Storage”

Hospital collects all the biomedical waste keeps it in the “Biomedical waste

storage”

Disposal & Treatment of Biomedical Waste

Biomedical waste transporter comes every day to pick up the waste &

transport it to treatment site. Transporter & Treatment site are authorized

CPCB

BIOMEDICAL WASTE MANAGEMENT- CALLECTION FACILITIES:

Color Coding

Type of Container to be used

Waste Category Number Treatment options as

per Schedule I

Yellow Non-Chlorinated

plastic Bags

Human anatomical waste, discarded medicines and

cytoxitic drugs, soiled waste Incineration



Red

Non-Chlorinated plastic

Bags/puncture proof container for

shops

Microbiology Biotechnology and lab waste, Waste Sharps,

infectious solid waste

As per Schedule I (rule 7)

Blue Non-Chlorinated

plastic Bags Chemical Wastes

As per Schedule I (rule 7)

Black Non-Chlorinated

plastic Bags Municipal Waste

Disposal in Municipal dump site

Parking Details

The project site provides sufficient parking space. Details of the parking are given

below.

Table-5: Parking Details

S.N. Particulars Proposed Parking

A. Required Car parking 712.34 ECS

B. Proposed Car Parking 712

1 Surface Parking 496

2 Stilt Parking 16

3 Basement Parking 200

Storm Water Drainage The storm water disposal system for the premises shall be self-sufficient to avoid any

collection/ stagnation and flooding of water. Necessary rainwater harvesting

structures shall also be constructed to assist the underground aquifer recharge.

Maximum harvesting will be done within the site. Therefore, it has been decided to

provide sufficient rain water harvesting pits at selected locations, which are liable to

catch the maximum run-off from the area.

RAIN WATER HARVESTING SYSTEM

The storm water disposal system for the premises shall be self-sufficient to avoid any

collection/stagnation and flooding of water. The amount of storm water run-off

depends upon many factors such as intensity and duration of precipitation,

characteristics of the tributary area. Rain water will be harvested and the potential for



rain water harvesting projected is given as per the table 6, 4 rainwater harvesting pits

at selected locations, which will harvest the maximum run-off from the area.

For basement, the rainwater from ramps will be collected in the UG sump. This water

will be pumped out to the nearest external storm water drain.

Rain water harvesting has been catered to and designed as per the guideline of

CGWA. Design specifications of the rain water harvesting plan are as follows:

Catchments/roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be

damaged allowing release of material into the water. Roof painting has been

avoided since most paints contain toxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device

would be installed. Most of the debris carried by the water from the rooftop

like leaves, plastic bags and paper pieces will get arrested by the mesh at the

terrace outlet and to prevent contamination by ensuring that the runoff from

the first 10-20 minutes of rainfall is flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has

been connected to the system

Table 6: Calculations for storm water Potential

Sl. No. Parameters Inlet

1 Total rooftop area available for RWH

9425.21Sq. m

2 10% Extra of roof top Area (For Misc. Projection) 10367.5 Sq.m

CO- EFFICIENT & FACTORS ADOPTED

1 Assumed runoff coefficient for terrace 0.9

2 Rainfall 0.732 m

Annual Recharge Potential

1 Annual Rain Water availability 6830 cum

2 Loss 20%



3 Annual Rain Water from RWH area after 20 % loss 5464 cum

Pit Design

1 Peak Hourly Rainfall 45 mm

2 Retention Time 15 min

3 Rain Water availability 104.97 cum

4 Number of pits provided 4

5 Depth of each pit 3 m

6 Width of each pit 2 m

7 Length of each Pit 5 m

8 Volume of each pit 30 cum



Total of 4 Rain Water Harvesting pits are to be used for artificial rain water recharge within

the project premises.

Power Requirement

The maximum power demand of the /Hospital is estimated to be around 2700 KW.

Appropriate arrangements will made for drawing power to electrical sub-stations (ESS)

and suitable distribution arrangements will be made. For power failure purposes backup is

proposed by using DG sets.

Backup Source:

The entire load of the complex will be provided with ample standby power supply.

The power demand is proposed to be met by 2500 KVA DG set.

As per the latest CPCB norms DG sets have to be installed in acoustic enclosure

and silencer.

Energy Conservation Measures & Management Plan:

Following Energy Conservation Measures will be adopted:

a) Motion sensor shall be provided in common area, lift lobbies, corridor etc.

for operation of automatic lighting control.

b) Energy Efficient Fluorescent Tube Lights (T-5) & LED with high frequency

ballast shall be used.

c) All fluorescent light fixtures are specified to incorporate electronic chokes

which have less watt- loss compared to electro-magnetic chokes and

result in superior operating power factor. This indirectly saves energy.

Electronic chokes also improves life of the fluorescent lamps.

d) Energy efficient fluorescent lamps and CFL Lamps which gives approx.

30% more light output for the same watts consumed and therefore require

less no. of fixtures and corresponding lower point wiring costs.

e) All cables shall be derated to avoid heating during use. This also indirectly

reduces losses and improves reliability.

f) Power factor shall be maintained 0.9 or higher. This will reduce electrical

power distribution losses in the installation.

g) Timers, sensors shall be used to switch ON/ OFF external landscape and

facade lighting.



Green Area

Green area (roadside plantation) will be provided at the project site. Approximate

8491.1 sq.m. has been provided as landscape area. Adequate trees and shrubs

have been proposed to plant within the premises.

During operation phase management and maintenance of the internal services laid

in the proposed project will be done by the facilities management authorities.

Table-7: List of Common Tree Species

S.N. COMMON NAME BOTANICAL NAME

1 Jamun SyzigiumCumini

2 Kachnar Bauhinia Purpurea

3 Arjun TerminaliaArjuna

4 Neem AzadirachtaIndica

5 Butia ButeaMonosperma

6 Gular FicusInfectoria

7 Shisham DelbergiaSisso

8 Semal BombaxMelabericum

9 Ashok Polyalthialongifolia

10 Kusum SchleicheraTrijuga

11 Imly Tamarindusindica

12 Amaltas Cassia Fistula

13 Gulmohar DelonixRegia

14 Scholar Tree AlstoniaScholaris

15 Mango MagniferaIndica

16 Pipal FicusReligiosa

Seismicity: Based on the tectonic features and records of earthquake, a Seismic Zoning map

has been developed for the country by Bureau of Indian Standard (BIS). The area

under study falls in Seismic Zone-IV. Suitable seismic coefficients in horizontal and

vertical directions respectively, will be adopted while designing the structures.

Earthquake resistant construction material will be used.

Emergency Lighting: The emergency lights operated on battery power should be provided at

appropriate locations – such as corridors, common area, staircase, exit and



entrance doors, parking, etc. The transformers will be kept energized and should

feed independently alternate rows of lights so that in case of failure of one

transformer, there will not be complete darkness.

Fire Safety Fire Fighting Designed: As per National Building Code 2005

Provision of Fire Station

Fire Tender route with access to each block

Provision of fire escape staircase

External yard hydrants in galvanized steel fire hose cabinet (weather proof).

Fire escape staircases as per NBC requirements.

Fire Sprinklers & Fire Alarm system

Fire fighting equipments will be divided into water & Foam based fire fighting

depending upon the nature of fire

Sand buckets will be placed on each floor of commercial offices

Environmental Pollution Mitigation Measures Air Pollution Increased traffic generation due to project (no. of parking space proposed for the

project is 712 ECS is not going to cause significant increase in atmospheric

concentration of gases and will not result in heat island formation as adequate

landscaping has been provided.

Mitigation Measures for Air Pollution during Construction Stage Air quality around the project site will be impacted during construction stage. Various

construction activities especially related to handling of loose material are likely to

generate fugitive dust that will affect the air quality of the surrounding area of the

project site. To minimize such impacts following measures has been proposed:

All the loose material either stacked or transported will be provided with

suitable covering such as tarpaulin, etc.

Water sprinkling shall be done at the locations where dust generation is

anticipated.



To minimize the occupational health hazard, proper personal protective gears

i.e. mask shall be provided to the workers who are engaged in dust

generation activity.

Mitigation Measures for Air Pollution during Operational Stage `Sufficient stack height will be provided for proper dispersion of pollutants. Also, it is

proposed to minimize air pollution by providing plantation as buffer on the periphery

of the project site and on the open spaces. An area of 8491.1 m2 has been kept for

plantation purposes.

Water Pollution The source of water pollution during construction and operation phase is due to

waste water generated from toilets and washing.

Mitigation Measures for Water Pollution during Operational Stage: Waste water generation and treatment and reuse are dealt in Table-4. Noise Environment It is envisaged that there shall be maximum movement of light motor vehicles like

cars and 2-wheelers which will lead to some increase in noise levels. It is proposed

to minimize the noise levels by providing plantation as buffer on the sides of internal

roads, on the open spaces inside and around the periphery of whole complex.

Proper maintenance of the internal roads will also be carried out and Informatory

signboards shall be provided to encourage vehicle owners to maintain their vehicle,

not to blow horns and follow the emission standards fixed by Government

Authorities.

DG sets will be kept in the acoustic chamber and ambient noise will be within the

CPCB standard limits.

Mitigation Measures for Noise Pollution during Construction Stage



During the construction stage, expected noise levels shall be in the range of 80-85

dB (A) which will decrease with increase in distance as per the Inverse Square Law.

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

of noise generation sources and temporal differentiation of noise generating activities

will ensure minimum noise at receiver‟s end. To prevent any occupational hazard,

ear muff / ear plug shall be given to the workers working around or operating plant

and machinery emitting high noise levels. Use of such plant or machinery shall not

be allowed during night hour. Careful planning of machinery operation and

scheduling of operations shall be done to minimize such impact.

Mitigation Measures for Noise Pollution during Operation Stage It is envisaged that there shall be maximum movement of light motor vehicles like

cars and 2-wheelers which will lead to some increase in noise levels. It is proposed

to minimize the noise levels by providing plantation as buffer on the open spaces

and around the periphery of whole complex. Informatory signboards shall be

provided to encourage vehicle owners to maintain their vehicle, not to blow horns

and follow the emission standards fixed by Government Authorities

DG sets will be kept in the acoustic chamber and ambient noise will be within the

CPCB standard limits.

CONSTRUCTION MATERIALS

The following construction materials are required for Building construction;

1. Coarse sand

2. Fine sand

3. Stone aggregate

4. Cement

5. Fly Ash

6. Reinforcement steel

7. Plywood & steel shuttering

8. Pipe scaffolding (cup lock system)

9. Bricks

10. Marble

11. P.V.C. conduit

12. MCBs/DBs

13. PVC overhead water tanks

14. Pavors

15. GI pipe

16. waste water lines

17. S.W. sewer line up to main

sewer

18. PVC pipes

19. Stainless steel sink

20. Glass

21. Joinery hardware

22. Aluminum Frames



Apart from this, in order reduce the overall energy requirement of the building;

materials with low U value will be used.

LIST OF MACHINERY USED DURING CONSTRUCTION (i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv) Concrete Batching Plant (v) Cranes (vi) Road roller (vii) Bulldozer (viii) RMC Plant (ix) Tower Cranes (x) Hoist (xi) Labor Lifts (xii) Pile Boring Machines (xiii) Concrete pressure pumps (xiv) Mobile transit mixer PROJECT COST: The total cost of the Group Housing project including land and development is

approximately Rs. 34 Crore. Projected Period of completion of the project is 18

Months.



CONCEPTUAL PLAN OF THE PROJECT



Comparative statement of the project:-

SN Description Details of existing

Buildings Proposed Addition

1 Plot Area 33107 Sq m

2 Proposed Built Up Area 19278 Sq m 26320.33 Sq m

3 Number of Blocks 9 2 + Basement for

Parking

4 Number of Beds 392 150

5 Height of Tallest tower (mt.) 20.45 34.5

6 Max No of Floors G+4 S+8

7 Cost of Project (crores) - 34

8 Permissible Ground Coverage Area 9932 Sq m

9 Proposed Ground Coverage Area 7146 Sq m 2279.21 Sq m

10 Permissible FAR Area (200) 66215 Sq m

11 Proposed FAR Area 19278 Sq m 16338.2 Sq m

12 Stilt Area NIL 698.219 Sq m

13 Total Basement Area NIL 9138.92 Sq m

14 Non FAR Area excluding basement NIL 1964.175 Sq m

15 Expected Population 4634 1366

16 Total Water Requirement (KLD) 607 245

17 Fresh water requirement (KLD) 607 134

18 Waste water Generation (KLD) 355 71+60

19 STP & ETP Capacity (KLD) NIL 85 and 75

20 Treated Water Available for Reuse/Used (KLD)

NIL

108.5

21 Discharge (KLD) 355 (Waste water) Zero

22 Proposed Quantity of Rain Water to be Harvested 5464 (CUM)

23 No. of RWH of Pits Proposed 4

25 Parking Required as/Byelaws 712 ECS

26 Parking proposed 712 ECS

27 Surface Parking 496 (452 Car + 34 ECS for Scooter +10

ECS for Ambulance)

28 Stilt Parking NIL 16

29 Basement Parking NIL 200

30

Green Area Required (15% of plot area) 4966 Sq m

31 Green Area Proposed (25.65%) 8491.1 Sq m

32 Solid Waste Generation

A Hospital Waste- (Kg/Day) 588 225

Biomedical waste (@20%)- (Kg/Day) 118 45

General Waste-(Kg/Day) 470 180

B Residential Waste-(Kg/Day) 49 301



C Total Biodegradable Waste @60% of (General waste + residential waste) (Kg/Day)

@60% of 519 = 311.4

@60% of 481 = 288.6

Total Non Biodegradable Waste – (Kg/Day)

207.6 192.4

33 Quantity of E-Waste Generation- (Kg/Day)

2 4.5

34 Quantity of Hazardous waste Generation (Used oil Lit/annum)

230 700

35 Quantity of Sludge Generated from STP – (Kg/day) NIL 40

36 Total Power Requirement (KW) 4800 2700

37 DG set backup (KVA) 820 2500

38 Internal Road Width (Min) 6 M 6 M

39 Ground Water Table - Pre Monsoon 22

40 Ground Water Table - Post Monsoon 20.5

environmental clearance for additions &...

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