commercial complex with multiplexenvironmentclearance.nic.in/writereaddata/eia/16022019x6... ·...

Application for Environmental Clearance

of

COMMERCIAL COMPLEX WITH MULTIPLEX

at

Netaji Subhash Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi

Developed by

M/s Parsvnath Developers Ltd. Parsvnath Metro Tower

Near Shahdara Metro Station Shahdara, Delhi - 110032

Prepared By:

M/s PERFACT ENVIRO SOLUTIONS PVT. LTD. (NABET Registered wide list of accredited consultants organizations/ Rev 73/ 8th

February, 2019 at S.No.-116) 505, 5th Floor,NN Mall, Mangalam Palace, Sector-3, Rohini, New-Delhi-85

Phone: 011-4928136

Commercial Complex with Multiplex M/s Parsvnath Developers Ltd

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

2

TABLE OF CONTENTS

ENCLOSURE 1. FORM 1 & 1A ............................................................................................................. 4

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

2.1 INTRODUCTION .............................................................................................................................. 42

2.2 ACTIVITIES/ AMENITIES .................................................................................................................... 42

2.3 SITE LOCATION ............................................................................................................................... 42

2.4 TYPE OF PROJECT ............................................................................................................................ 42

2.5 PROJECT DETAILS ............................................................................................................................ 43

2.6 POPULATION DETAILS ...................................................................................................................... 44

2.7 WATER MANAGEMENT .................................................................................................................... 44

2.8 RAIN WATER COLLECTION DETAILS ..................................................................................................... 44

2.9 POWER REQUIREMENT& BACK-UP ..................................................................................................... 44

2.10 SOLID & HAZARDOUS WASTE MANAGEMENT ...................................................................................... 45

2.11 PARKING MANAGEMENT .................................................................................................................. 45

2.12 GREEN AREA DEVELOPMENT ............................................................................................................. 45

ENCLOSURE 3. ENVIRONMENT REPORT ........................................................................................... 46

3.1 EXECUTIVE SUMMARY OF THE PROJECT .................................................................................... 48

3.1.1 Activities: ............................................................................................................................... 48

3.1.2 Description & Details of Project: ............................................................................................ 48

3.2 INTRODUCTION OF THE BACKGROUND INFORMATION ............................................................ 49

3.2.1 Brief Description of the Nature of the Project: ...................................................................... 49

3.3 PROJECT DESCRIPTION ............................................................................................................... 49

3.3.1 Land Use and Ownership of the site land .............................................................................. 49

3.3.2 Location of the project with connectivity .............................................................................. 50

3.4 RESOURCES ................................................................................................................................... 53

3.4.1 Water Resource Management............................................................................................... 53

3.4.2 Energy Resource Management .............................................................................................. 55

3.5 SITE ANALYSIS ............................................................................................................................ 56

3.5.1 Eco-sensitive areas with distance from project location ....................................................... 56

3.5.2 Annual Windrose Diagram .................................................................................................... 57

3.5.3 Social Infrastructure available ............................................................................................... 57

3.6 PROPOSED INFRASTRUCTURE .................................................................................................... 58

3.6.1 Types of Buildings & Activities Proposed ............................................................................... 58

3.7 ENVIRONMENT MANAGEMENT PLAN ....................................................................................... 58

3.7.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION ................................................... 58

3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION .......................................................... 61

3.8 ANTICIPITATED IMPACT & MITIGATION MEASURES .................................................................. 72

3.8.1 DURING CONSTRUCTION PHASE ............................................................................................ 72

3.8.2 DURING OPERATION PHASE .................................................................................................. 74

3.9 ENVIRONMENT MONITORING PLAN .......................................................................................... 75

ENCLOSURE 4. RISK ASSESSMENT .................................................................................................... 76

4.1 RISK ASSESSMENT ...................................................................................................................... 77

4.1.1 HAZARD IDENTIFICATION ...................................................................................................... 77

4.1.2 VULNERABILITY ANALYSES ..................................................................................................... 77

4.1.3 RISK ANALYSIS ........................................................................................................................ 77



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4.1.4 ONSITE EMERGENCY PLAN .................................................................................................... 79

4.1.5 Offsite Emergency Plan .......................................................................................................... 86

4.1.6 Security plan .......................................................................................................................... 86

4.2 EVACUATION PLAN .................................................................................................................... 87



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ENCLOSURE 1. FORM 1 & 1A



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FORM 1

I. Basic Information

S.No. Item Details

1. Name of the project/s “Commercial Complex with Multiplex”

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

3.

Proposed capacity/ area/length/

tonnage to be handled/ command

area/ lease area/ number of wells

to be drilled

Total plot area- 28,400 m2 (2.8400 ha)

Total Built-up area- 49953.00m2

4. New/ Expansion/Modernization New

5. Existing Capacity/ Area etc.

Earlier environment clearance had been

granted in 2008 vide letter no. 21-220/2008-

IA.III from MoEF&CC for plot area 28400 m2

and built-up area 29074.55 m2. Same was

expired in 2013 and no construction has been

started at the site.

6. Category of Project i.e. ‘A’ or ‘B’ Category ‘B’, Item 8 (a)

7. Does it attract the general

condition? If yes, please specify. Not Applicable

8. Does it attract the specific

condition? If yes, please specify. Not Applicable

9.

Location

Netaji Subhash Place Metro Station, Opposite

Wazirpur District Centre, Pitampura, New

Delhi

Plot/ Survey/ Khasra No.

Village Pitampura

Tehsil

District North West Delhi

State New Delhi

10. Nearest railway station/ airport

along with distance in kms.

Nearest Airport: Safdarjung Airport -13.58 Km SSE Nearest National Highway:NH-10 2.33 Km SSE Nearest Rly. Station: Adarsh Nagar Rly Station -2.32 Km NNE

11.

Nearest Town, city, District

Headquarters along with distance

in kms.

The project is in Delhi itself.



6

12.

Village Panchayats, Zilla Parishad,

Municipal Corporation, Local body

(complete postal addresses with

telephone nos. to be given)

North Delhi Municipal Corporation

13. Name of the applicant M/s Parsvnath Developers Ltd.

14. Registered Address Parsvnath Metro Tower, Near Shahdara Metro

Station Shahdara, Delhi – 110032

15. Address for correspondence: G-3, Aggarwal Corporate Tower,

23 Rajendra Place, New Delhi - 110008

Name Harsh Vardhan Bansal

Designation (Owner/Partner/CEO) Director

Address Parsvnath Metro Tower, Near Shahdara Metro

StationShahdara, Delhi - 110032

Pin Code 110032

E-mail [email protected]

Telephone No. 9811612189

Fax no. -

16.

Details of Alternative Sites

examined, if any. Location of these

sites should be shown on a

toposheet.

No alternative site has been examined.

17. Interlinked Projects No, it is not an interlinked project

18.

Whether separate application of

interlinked project has been

submitted?

Not Applicable

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable

21.

Whether the proposal involves

approval/clearance under: if yes,

details of the same and their status

to be given.

(a) The Forest (Conservation) Act,

1980?

(b) The Wildlife (Protection) Act,

1972?

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

Not Applicable

Not Applicable

Not Applicable

22.

Whether there is any Government

Order/ Policy relevant/ relating to

the site?

Not Applicable

23. Forest land involved (hectares) No

mailto:[email protected]



7

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

Not applicable

Not applicable

Not applicable

II. Activity

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

which will cause physical changes in the locality (topography, land use, changes

in water bodies, etc.)

S.No. Information/Checklist

confirmation

Yes/

No

Details thereof (with approximate

quantities /rates, wherever possible)

with source of information data

1.1 Permanent or temporary

change in land use, land cover

or topography including

increase in intensity of land use

(with respect to local land use

plan)

No The land belongs to the DMRC for

development of Metro station and

develop real estates or other commercial

facilities in the metro stations. DMRC

proposed to grant a concession agreement

with a developer to construct, develop,

procure, finance, manage, maintain and

licence the use of the built-up spaces and

facilities in the specified area for specified

purpose. Therefore, land use will not

change as the site will be used for

construction of commercial complex.

However, land cover will change from

open land to commercial complex.

1.2 Clearance of existing land,

vegetation and buildings?

No The proposed site is a vacant land with few

shrubs which shall be cleared off for

construction of commercial complex.

1.3

Creation of new land uses?

No The land belongs to the DMRC for

development of Metro station and develop

real estates or other commercial facilities

in the metro stations. Since the proposed



8

project is commercial complex. Hence,

there will be no new land use.

1.4 Pre-construction investigations

e.g. bore houses, soil testing?

Yes Pre-construction Geo-technical

investigation will be done.

1.5 Construction works? Yes Construction shall be done as per

Sanctioned Building plans.

1.6 Demolition works? No No demolition work is required.

1.7 Temporary sites used for

construction works or housing

of construction workers?

No Approx. 150 workers during construction

phase will be hired from nearby areas and

hence there will be no need of providing

housing. Only temporary shelters will be

provided.

1.8 Above ground buildings,

structures orearthworks

including linear structures, cut

and fill or excavations

Yes Above ground, the building shall be

elevated upto maximum height of 24 m.

Soil excavation of 91,254.0 m3will be done

for foundation & 2 level basements.

1.9 Underground works including

mining or tunnelling?

No Not applicable

1.10 Reclamation works? No No reclamation work will be done.

1.11 Dredging? No Not applicable

1.12 Offshore structures? No Not applicable

1.13 Production and manufacturing

processes?

No It is a commercial complex; hence no

production or manufacturing processes

shall be carried out.

1.14 Facilities for storage of goods

or materials?

Yes During Construction Phase:

• Separate raw material yard shall be

made within the project site.

• Cement shall be separately stored

under cover in bales.

• Sand shall be stacked nearby under

tarpaulin cover.

• Bricks and steel shall be laid in open.

During Operation Phase:

As the project is Commercial Complex with

multiplex,the raw material shall be food,

stationary and other items which will be

stored in respective shops only.

1.15 Facilities for treatment or

disposal of solid waste or liquid

effluents?

Yes During Construction phase:

The solid waste generation shall be 23

kg/day, which shall be disposed off at

municipal solid waste site.



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The sewage waste shall be discharged to

septic tank via soak pit.


Approx. 683 kg/day of solid waste shall be

generated from the project out of which

the biodegradable waste will be 273 kg/day

which shall be treated in organic waste

converter and converted to manure.

410kg/day of Non- Biodegradable waste

and plastic waste will be given to approved

recycler.

The total waste water generation in the

project shall be 75 KLD which will be

treated in STP of 100 KLD based on FAB

technology.

Details of solid waste and water

management are given in Environment

Report.

1.16 Facilities for long term housing

of operational workers?

No During Construction phase:

The workers during construction phase

shall be hired from nearby areas and hence

there is no need of providing long term

housing. Only temporary shelters will be

provided.


As this is a Commercial Complex with

multiplex, staff like maintenance staff will

be from the nearby areas. Separate

housing will not be provided.

1.17

New road, rail or sea traffic

during construction or

operation?

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

1.18

New road, rail, air, waterborne

or other transport

infrastructure including new or

altered routes and stations,

ports, airports etc.?

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

The transportation measures already

existing near site are as follows:

Nearest Airport: Safdarjung Airport -13.58 Km SSE Nearest National Highway:NH-10 2.33 Km SSE Nearest Rly. Station: Adarsh Nagar Rly Station -2.32 Km NNE



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1.19 Closure or diversion of existing

transport routes or

infrastructure leading to

changes in traffic movements?

No No closure or diversion of existing

transport routes or infrastructure leading

to changes in traffic movements will be

made.

1.20 New or diverted transmission

lines or pipelines?

No No such closure or diversion of

transmission lines is required.

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

required.

1.22 Stream crossings? No No stream crossing.

1.23 Abstraction or transfers of

water from ground or surface

waters?

No No ground water abstraction is proposed.

Abstraction of water if required will be

done only after getting permission from

CGWA.

1.24 Changes in water bodies or the

land surface affecting drainage

or run-off?

No There is no such water body existing near

the site & hence there will be no change in

any water bodies but, the vacant uneven

land surface will be developed into a

levelled commercial complex with

multiplex with a proper drainage network

& rain water harvesting pits which will lead

to ground water recharge & effective

drainage.

1.25 Transport of personnel or

materials for construction,

operation or

decommissioning?


Materials during construction phase shall

be transported by truck, trolley etc. cars &

two wheelers will be used for

transportation of personnel.


Car, two-wheeler, etc. will be used.

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



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1.28 Influx of people to an area in

either temporarily or

permanently?


Temporary influx of people in the form of

labours is envisaged. Approx. 150 no. of

local labours shall be employed.


As this is a Commercial complex, 455 no. of

staff & 4545 nos. visitors are envisaged.

1.29 Introduction of alien species? No Not Applicable

1.30 Loss of native species or

genetic diversity?

No None

1.31 Any other actions? No Not Applicable

2. Use of Natural resources for construction or operation of the Project (such as

land, water, materials or energy, especially any resources which are non-

renewable or in short supply):

S.No. Information/checklist

confirmation

Yes

/No


quantities /rates, wherever possible) with

source of information data

2.1 Land especially undeveloped

or agricultural land (ha)

Yes 28400 m2(2.840 ha) of undeveloped

landwill be developed into Commercial

complex with Multiplex.

2.2 Water (expected source &

competing users) unit: KLD

Yes Source & Quantity During Construction

phase:

Water during construction phase shall be

arranged on temporary basis. For

construction activities, water shall be taken

from treated water from nearby STP.

Source & Quantity During Operation

Phase:

The ultimate source of fresh water will be

Delhi Jal Board. Total water requirement

details are given below:

Total Water Requirement

138 KLD

Fresh Water Requirement

32 KLD

Treated Water Reuse

106 KLD (72 KLD from Inhouse STP and 34 KLD from nearby STP)



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Detail water management & water balance

are given in Environment Management

Report.

2.3 Minerals (MT) No Not applicable

2.4 Construction material – stone,

aggregates, sand / soil

(expected source – MT)

Yes The major materials required for

construction of the project will be steel,

tiles, glass, cement, agate, bricks, flooring

tiles / stones, sanitary and hardware items,

electrical fittings, etc.

2.5 Forests and timber (source –

MT)

Yes Plywood for doors & windows shall be used

which shall be procured from local market.

2.6 Energy including electricity

and fuels (source, competing

users) Unit: fuel (MT), energy

(MW)

Yes Source of Electricity – TPDDL

Total Electrical load – 1900 KW

D.G. sets for power back up- 2x1010 kVA

(1x1010 kVA shall be standby) and 1x500

kVA

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 actualor

perceived risks to human health.

S. No. 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)

No No storage of hazardous substances (as

per MSIHC RULES) will be done.

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 operational phase which

will restrict stagnation of water or

accumulation of water. This will

effectively restrict the reproduction and

growth of disease vectors.

3.3 Affect the welfare of people e.g.

by changing living conditions?


This project will provide employment to

about 150 local labours during



13

construction phase. This will lead to better

quality of life & will also set a standard for

future developments in the area.


As it is commercial complex with

multiplex, there shall be several services

which will generate direct & indirect

employment for the people of nearby area

in the form of staff, security guards,

cleaning & maintenance staff, gardener,

staff for club, etc. total 455 no. of staff

shall be employed.

3.4 Vulnerable groups of people

who could be affected by the

project e.g. hospital patients,

children, the elderly etc.,

No No vulnerable group of people will be

affected by the project.

3.5 Any other causes No None

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

(MT/month)


confirmation

Yes/No Details thereof (with approximate



4.1 Spoil, overburden or mine

wastes.

No Not applicable

4.2 Municipal waste (domestic

and or commercial wastes)


Solid waste during construction phase will

be 23 kg/day which shall be disposed off

at municipal solid waste site.

Construction and demolition debris like

Concrete will be reused for backfilling &

waterproofing for terrace, toilets etc.

Tiles will be used in creating pathways in

the landscape area, & rest will be sent to

the construction & demolition facility.


Approx. 683kg/day of solid waste shall be

generated from the project during

operational phase. 273kg/day of bio-

degradable waste generated will be



14

treated in organic waste convertor

proposed within the site, 205 kg/day of

Non- Biodegradable waste shall be given

to approved recycler and 205kg/day of

Plastic waste shall be given to approved

recycler.

Detailed Solid Waste Management is

given in Environment Report.

4.3 Hazardous wastes (as per

Hazardous Waste

Management Rules)


Used oil whenever generated from the

DG sets shall be kept in leak proof

containers in an isolated area and shall

be sent to approved recycler.


Used oil generated from DG sets will be

carefully stored in HDPE drums in

isolated covered facility. The used oil will

be sold to vendors authorized by Central

Pollution Control Board for the

treatment of the same.

Suitable care will be taken so that

spills/leaks of used oil from storage could

be avoided.

4.4 Other industrial process

wastes

No Not Applicable

4.5 Surplus product No Not applicable

4.6 Sewage sludge or other

sludge from effluent

treatment

Yes About 5-6 Kg/day of dried sludge will be

generated from STP within complex and

this sludge will be passed through filter

press where it will be dewatered/ dried to

form a cake and then will be used as

manure in green areas. The unused

sludge shall be given to farmers or

nursery.

4.7 Construction or demolition

wastes

No Construction and demolition debris like

Concrete will be re used in backfilling &

waterproofing for terrace, toilets etc.

Tiles will be used in creating pathways in

the landscape area etc. & rest will be sent

to the construction & demolition facility.

Excavated soil generated during



15

basement development will be used for

levelling and back filling. Top soil shall be

reused for landscaping to the maximum

extent possible. Recyclable waste like

steel, aluminium, cement bags etc. will be

sold to Recycler.

4.8 Redundant machinery or

equipment

No Not applicable

4.9 Contaminated soils or other

materials

No Not applicable

4.10 Agricultural wastes

No Not applicable

4.11 Other solid wastes

Yes E-wastegenerated shall be given to

approved recycler of SPCB. Battery waste

generated from inverters & UPS which

shall be disposed off as per the Batteries

(Management & Handling) Rules, 2001.

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


confirmation




5.1 Emissions from combustion

of fossil fuels from

stationary or mobile

sources


DG sets of capacities 125 KVA x 2 No’s

& 62.5 kVA x 1 no, shall be bought and

shall be installed acoustically enclosed

with adequate stack height


The only source of air emission will be

emissions from combustion of fuel of

2x1010 kVA (1x1010 kVA shall be

standby) and 1x500 kVA capacities.

Hence, to avoid the emissions, stack

height of 30 m above ground level will

be provided. The DG set shall meet all

the norms prescribed by CPCB.

5.2 Emissions from production

processes

No Not applicable



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5.3 Emissions from materials

handling including storage

or transport

Yes Dust shall be generated during

construction, from the movement of

transport vehicles & other construction

activities. The effect will be restricted to

construction phase only.

Water sprinklers shall be used for dust

suppression.

Material will be transported under

covered vehicles & will be stored under

Tarpaulin cover.Other dust mitigation

measures shall be taken to mitigate the

emissions from construction activities

which are given in detail in EMP report.

5.4 Emissions from

construction activities

including plant and

equipment

Yes Ready Mix Concrete (RMC) shall be used

to minimize the emission impacts from

the project. Dust & emissions are still

likely to be generated during

construction activities which shall be

reduced by sprinkling of water in a

specific time interval & timely

maintenance schedule for machinery.

Also, the machines shall be shut down

during idle period.

5.5 Dust or odours from

handling of materials

including construction

materials, sewage and

waste

Yes During loading & unloading of

construction material dust is likely to be

generated during construction phase.

Water shall be sprinkled and tarpaulin

cover shall be provided over stored raw

material to reduce dust emission.

Mobile Toilets during construction

phase shall be provided & shall be

cleaned regularly.

5.6 Emissions from incineration

of waste.

No Not applicable.

5.7 Emissions from burning of

waste in open air (e.g. slash

materials, construction

debris).

No Not applicable.

5.8 Emissions from any other

sources.

No Open burning of biomass/ other

material will be prohibited.



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


confirmation

Yes/

No


quantities/rates, wherever possible) with

source of information data with source of

information data

6.1 From operation of equipment

e.g. engines, ventilation

plant, crushers


DG sets of capacities 62.5kVA shall be

installed acoustically enclosed. The

equipment such as mixer machines,

bulldozers, cranes, compactors &

excavators shall be used which will be of

highest standard of reputed make and

adhere to international standards. Hence

an insignificant impact due to construction

machinery is envisaged.

Apart from this, the construction activities

shall be restricted to daytime only and

timely maintenance of machinery will be

ensured.


Source of noise in the operational phase will

be D.G. Set of 2 x 1010 kVA (DG set of

1x1010 kVA shall be standby) and 1x500

kVA. The D.G. Set shall be kept in

acoustically treated room with anti-

vibration pads and will be used during

Power failure only. They may generate

noise level maximum upto 75 dB (A).

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.

These shall be restricted to day time only. It

has been estimated that during the

construction period the average noise level

is 70-75 dB (A) during peak construction

hours.



18

Barricading of site shall be done in order to

reduce noise impacts outside the project

boundary.

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

6.5 From construction or

operational traffic

Yes Some amount of noise (70 – 75 dB (A)) will

be generated from vehicular movement in

the construction and operational phase.

Barricading/ Boundary development/

Plantation around the boundary wall shall

be done to reduce noise from traffic.

6.6 From lighting or cooling

systems

No Not Applicable

6.7 From any other sources No None

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

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


confirmation




7.1 From handling, storage, use

or spillage of hazardous

materials

No There will be no storage of hazardous

materials.

7.2 From discharge of sewage or

other effluents to water or

the land (expected mode and

place of discharge)

Yes During operational phase STP of 100

KLD will be installed for treating 75 KLD

waste water and treated water will be

reused in flushing, gardening, DG

cooling and HVAC cooling purpose. No

water will be discharged to the sewer.

Hence there will be no risk of

contamination of land or water from

discharge of waste water/effluents.



19

7.3 By deposition of pollutants

emitted to air into the land or

into water

Yes The only source of air emission will be

DG sets & vehicular emissions. The DG

sets adhering to CPCB standards will be

installed with adequate stack height.

The emission from DG sets will be

dispersed in the air & will not create any

contamination to land or water.

Vehicles with valid PUC certificates shall

be allowed in the project premises.

Residents shall be guided to keep their

vehicles checked for pollution control.

7.4 From any other sources No None

7.5 Is there a risk of long-term

build-up of pollutants in the

environment from these

sources?

No Not applicable

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

affect human health or the environment.


confirmation




8.1 From explosions, spillages,

fires etc. from storage,

handling, use or production

of hazardous substances

Yes The possible sources of accidents like

explosions, spillages, fires etc. from

storage, handling could be construction

material, diesel, etc. All appropriate

measures shall be taken care of during

construction phase.

Proper Disaster management & fire

fighting system will be installed in the

proposed complex.

8.2 From any other causes Yes During Construction Phase:

The possible sources of accidents can be

electrical shocks, mechanical damages

etc. To avoid accidental damage, all the

labours shall be provided with suitable

personal protective equipment (PPE) as

required under the health & safety

norms. Training and awareness about

the safety norms shall be provided to all



20

supervisors and labours involved in

construction activity.

8.3 Could the project be

affected by natural

disasters causing

environmental damage

(e.g. floods, earthquakes,

landslides, cloudburst etc.)?

Yes The area under study falls in Seismic

zone-IV, according to the Indian

Standard Seismic Zoning Map. There

may be possibilities that the project may

get affected due to earthquake,

flooding, etc. type of natural disasters.

Suitable seismic coefficients in

horizontal and vertical directions

respectively, will be adopted while

designing the structure to provide

sufficient strength to the structures to

withstand the earthquakes.

Flooding can occur only due to excess

rain in the area for which such drainage

system shall be designed & developed

that no flooding situation takes place.

Risk assessment is given as Enclosure IV.

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.


confirmation




9.1 Lead to development of

supporting facilities, ancillary

development or development

stimulated by the project

which could have impact on

the environment e.g.

• Supporting

infrastructure (roads,

power supply, waste or

waste water treatment,

etc.)

• Housing development

• Extractive industries

• Supply industries

• Other

No

No

No

No

No

No

Not applicable

Not Applicable

Not applicable

Not Applicable

Not Applicable

Not Applicable



21

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

Yes Proper and Planned and eco-friendly

development.

9.4 Have cumulative effects due

to proximity to other existing

or planned projects with

similar effects

No No impact

III. Environmental Sensitivity

S. No Areas Name/ Identity

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

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

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

Water Bodies Western Yamuna Canal Najafgarh Drain Naini Lake Japanese Park Lake Swarna Jayanti Lake Bhalswa Lake Nangloi Drain Yamuna River Forest Northern Ridge Reserve Forest Central Ridge Reserve Forest Protected Forest near Yamuna River

0.41 Km NE 2.77 Km S 3.91 Km NEE 3.93 Km NW 4.64 Km NW 4.91 Km NNE 6.50 Km NW 7.20 Km E 5.74 Km SEE 7.00 Km SSE 7.63 Km E

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

None None



22

4 Inland, coastal, marine or underground waters

None None

5 State, National boundaries

Uttar PradeshBoundary

7.14 Km NEE

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

Roads NH-10 NH-1 NH-8 NH-24 Railway Station Adarsh NagarRailway Station Azadpur Railway Station Shakur Basti Rly Station Badli Rly. Station New Delhi Rly Station Nangloi Rly Station Delhi Cant. Rly Station Airport Safdarjung Airport Delhi IGI Airport

2.33 Km SSE 2.54 Km NE 11.18 Km SSE 14.69 Km SE 2.32 Km NNE 2.33 Km NEE 2.58 Km SW 5.70 Km NNW 8.50 Km SE 9.19 Km SWW 9.69 Km SSW 13.58 Km SSE 16.10 Km SSW

7 Defence installations

None None

8 Densely populated or built-up area Ashok Vihar 1.18 Km SE

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

Hospital Hospital nearTri Nagar Hospital nearAmbedkar Nagar Hospital near Sec-18, Badli Post Office Post Office near Lawrence Road Colony , Block -3 Post Office nearMourya Enclave Post Office near Shanti Nagar Place of Worship Mosque near Shakur pur Colony Temple near Lawrence Road Colony, Block-3 Temple near Mourya Enclave Schools Ravindra Public School, near Sport Complex Adriel Junior School near N.D.Block Pitampura PP International School near Dakshini Pitampura Banks ICICI Bank & ATM at Pitampura

1.98 Km SSE 3.01 Km N 4.56 Km NNW 0.64 Km SSE 0.95 Km NNW 1.72 Km SWW 0.51 Km SSW 0.64 Km SSE 0.70 Km NW 0.39 Km NW 0.66 Km NW 0.69 Km NW 0.22 km



23

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

ASI Monument Sheet Attached Separately

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

Anand Parvat Industrial Area Naraina Industrial Area Wazirpur Industrial Area Najafgarh Industrial Area

4.29 Km SE 5.85 Km SSW 0.31 Km NE 3.53 Km S

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

Area falls in seismic zone IV



25

FORM 1A

CHECK LIST OF ENVIRONMENTAL IMPACTS

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

explanatory notes with the Form and submit along with proposed environmental

management plan & monitoring programme)

I. LAND ENVIRONMENT

(Attach panoramic view of the project site and the vicinity)

1.1 Will the existing landuse get

significantly altered from the

project that is not consistent with

the surroundings? (Proposed

landuse 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)

(iii) The site (indicating levels &

contours) to appropriate scales. If

not available attach only

conceptual plans.

No, the existing land use will not get altered from

the proposed construction.The land belongs to

the DMRC for development of Metro station and

develop real estates or other commercial facilities

in the metro stations. Since the proposed project

involves construction of commercial complex with

multiplex, hence there will be no change in land

use.

The site location shown on Google Map is given in

Environment Management Report.

Map showing vicinity around the site is given in

Environment Management Report.

Site plan is enclosed as Enclosure 10.

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.

Total plot area – 28400 m2 (2.840 ha)

49953.00 m2

138 KLD

1900 KW

NH-10-2.33 Km SE Commercial Building with multiplex

Parking Requirement- 609 ECS

Parking Provision- 614 ECS



26

1.3 What are the likely impacts of the

proposed activity on the existing

facilities adjacent to the

proposed site?

(Such as open spaces, community

facilities, details of the existing

landuse, and disturbance to the

local ecology).

The proposed development shall be carried out as

per the defined building by-laws; hence no impact

on adjacent activities is envisaged due to

proposed development.

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 such significant land disturbance will result.

However, care will be taken so that no erosion,

subsidence & instability takes place.

Soil Type: Silt Loam

Slope Analysis:

The project area possesses fairly plain terrain.

Erosion / Subsidence:

Proper greening & paving of area will be done to

avoid any soil erosion problem and subsidence.

Seismicity:

The area under study falls in Seismic zone-IV

according to the Indian Standard Seismic Map.

Suitable seismic coefficients in horizontal and

vertical directions respectively, will be adopted

while designing the structure.

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 project is not likely to alter or obstruct any

natural drainage courses. There is no natural

watercourse passing through the project site.

Hence, the project does not involve alteration of

natural drainage systems. As a result of

excavation of topsoil during construction phase,

the impact on drainage pattern, and run off

characteristics will be restricted to the project

area. Proper rain water drainage facility will be

provided and the run-off generated will be

drained through rain water harvesting ponds.

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

During construction phase, approx. 91254.0 m3 of

soil will be excavated in order to provide 2 level of

basement & foundation. The excavated soil will be

properly stacked within the project site. The

excavated top soil will be preserved separately

and will be used for landscaping purpose only.



27

fill materials from outside the site

etc.)

1.7 Give details regarding water

supply, waste handling etc.

during the construction period.

Water Supply:During construction phase water

for construction purpose will be sourced through

STP treated water tanker suppliers and domestic

water for labour will be sourced from fresh tanker

supply.

Waste Generation / Handling:

Soil excavated will be reused for backfilling and

the fertile top soil will be reused for horticulture

purpose.

cement residual from concrete mixer plants will

be properly collected and reused in construction

site.

For construction labour, proper sanitary facilities

& wash areas will be constructed which includes

mobile toilets and good hygienic conditions will

be maintained. Mobile toilets shall be regularly

cleaned by the vendor. Municipal solid waste

from laborers shall be disposed off at designated

site.

Used oil shall be stored separately in leak proof

containers & shall be given to authorized vendors.

1.8 Will the low-lying areas &

wetlands get altered?

(Provide details of how low lying

and wetlands are getting

modified from the proposed

activity)

No low lying and wetlands area are present in and

around the project site.

1.9 Whether construction debris &

waste during construction cause

health hazard? (Give quantities of

various types of wastes

generated during construction

including the construction labour

and the means of disposal)

The construction waste generated from the

project will be common in nature and will not

cause any health hazard to associate and nearby

population. The construction debris will be used

for land levelling /back filling. Waste concrete will

be reused as aggregate in construction process.

The rest of the construction debris shall be sent to

C & D facility.



28

Mobile toilets & drinking water for construction

labour shall be provided.

2. WATER ENVIRONMENT

2.1 Give the total quantity of

water requirement for the

proposed project with the

breakup of requirements

for various uses.

How will the water

requirement met?

State the sources &

quantities and furnish a

water balance statement.

The total quantity of water requirement shall be 138

KLD and 32 KLD of the fresh water requirement shall

be met by DJB.

Domestic :32 KLD

Flushing :50 KLD

Gardening :6 KLD

HVAC & DG cooling :50 KLD

Total Water Requirement :138 KLD

Fresh water :32 KLD

Treated Water Reuse :72 KLD

Treated water from nearby STP : 35 KLD

Total Waste Water generation: 75 KLD

2.2 What is the capacity

(dependable flow or yield)

of the proposed source of

water?

DJB will supply water to the project and it is a

dependable source of water.

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)

In case DJB supply is not made or the supply made is

inadequate then the water complying with IS – 10500

shall be arranged.

2.4 How much of the water

requirement can be met

from the recycling of

treated wastewater?

(Give the details of

quantities, sources and

usage)

Total treated water of 72 KLD shall be generated from

the S.T.P which will be reused in flushing, gardening,

DG cooling &HVAC cooling purposes within the project

premises. 52% of total water requirement will be met

by inhouse recycled water.



29

2.5 Will there be diversion of

water from other users?

(Please assess the impacts

of the project on other

existing uses and quantities

of consumption)

There will not be any substantial effect on water

demand of this region as the development will be done

as per the development plan of the area.

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)

The total waste water generation from the project will

be 75 KLD which will be treated in in-house S.T.P of

capacity 100 KLD. 72 KLD treated water will be reused

for flushing, gardening, DG cooling &HVAC cooling

purposes. No excess treated water will be discharged

to the sewer.

2.7 Give details of the water

requirements met from

water harvesting? Furnish

details of the facilities

created.

No water requirement shall be met from rain water

harvesting however, 2 no. of rain water harvesting pits

shall be installed in the complex for recharging of

ground water.

(Detail of Rain Water Harvesting is given in

Environment Management Report.)

2.8 What would be the impact

of the land use changes

occurring due to the

proposed project on the

runoff characteristics

(quantitative as well as

qualitative) of the area in

the post construction

phase on a long-term

basis?

Would it aggravate the

problems of flooding or

water logging in any way?

There will be no impact of the proposed construction

on the run-off characteristics as runoff from the

construction site shall not be allowed into the

roadside. Adequate measures shall be taken to

channelize such run off during construction phase

Since there will be 2 no. of rain water harvesting pit

proposed for installation. Hence, there will be no

impact on run-off characteristics.

No, it will not aggravate the problem of flooding or

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

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,

Ground water extraction is not proposed in the

complex. However, groundwater recharging is

proposed through rain water harvesting, so, there will

be positive impact on ground water levels.



30

and approvals obtained

from competent authority,

if any)

2.10 What

precautions/measures are

taken to prevent the run-

off from construction

activities polluting land &

aquifers?

(Give details of quantities

and the measures taken to

avoid the adverse impacts)

During the construction phase, runoff from the

construction site will not be allowed into the roadside.

It will be collected in tanks & used for sprinkling,

curing, etc.

2.11 How is the storm water

from within the site

managed?

(State the provisions made

to avoid flooding of the

area, details of the

drainage facilities provided

along with a site layout

indication contour levels)

During construction phase

Adequate measures will be taken to channelize storm

water and the same will be collected in a tank and it

will be reused for sprinkling, curing etc.

During operation phase

Storm water will be channelized to 2 no. of rainwater

harvesting pits proposed within the complex & will

recharge the ground water.

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)

Mobile toilets will be provided for labourers during

construction period which shall be cleaned regularly.

2.13 What on-site facilities are

provided for the collection,

treatment & safe disposal

of sewage?

(Give details of the

quantities of wastewater

generation, treatment

capacities with technology

& facilities for recycling and

disposal)

During construction phase

Total water requirement during construction phase

will be 15 KLD out of which 7 KLD of water will be

required by labourers for domestic & flushing

purposes and 8 KLD for construction purpose. Mobile

toilets shall be provided at the site which shall be

cleaned regularly.

During operation phase, 75 KLD of waste water will be

treated in the proposed S.T.P. of 100 KLD capacity

based on FAB technology. No excess treated water will

be discharged to the sewer line.



31

2.14 Give details of dual

plumbing system if treated

waste used is used for

flushing of toilets or any

other use.

Dual Plumbing line will be provided in the complex for

reuse of treated water.

3. VEGETATION

3.1 Is there any threat of the

project to the biodiversity?

(Give a description of the

local ecosystem with its

unique features, if any)

No threat to the biodiversity as there is no national

park/wildlife sanctuary within 10 km radius of the

site.

3.2 Will the construction

involve extensive clearing

or modification of

vegetation?

(Provide a detailed account

of the trees & vegetation

affected by the project)

No vegetation will be cleared.

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)

There will not be any kind of impact of this project on

site features.

The Shelter belt for the proposed project has been

planned to provide a clean, healthy and beautiful

green environment for the people to live in within the

proposed project site.

To minimize the impact, the provision of plantation

area of 5680 m2 area (20%), with lawns, ornamental

plants and trees shall be provided.

4. FAUNA

4.1 Is there likely to be any

displacement of fauna-

both terrestrial and

aquatic or creation of

barriers for their

movement? Provide the

details.

Core Zone : The proposed site is an open land and this

place is not the habitat for local fauna. There will not be

any type of displacement or any other effect on the local

fauna due to proposed project activities.

Buffer Zone: There are no wild life sanctuaries within

10 km radius of the project site.



32

4.2 Any direct or indirect

impacts on the avifauna of

the area? Provide details.

As there is no distinct plantation at site, hence no

avifauna exist at site hence, however, proper

landscaping has been planned to provide a clean,

healthy and beautiful green environment for the

population.

Common native variety of trees and ornamental

flowering species will be planted in the green space

which will attract avifauna & hence will have direct

positive impact on the local avifauna & this will provide

shelter to local birds.

4.3 Prescribe measures such

as corridors, fish ladders

etc. to mitigate adverse

impacts on fauna.

Not applicable

5. AIR ENVIRONMENT

5.1 Will the project increase

atmospheric concentration of

gases & result in heat islands?

(Give details of background

air quality levels with

predicted values based on

dispersion models taking into

account the increased traffic

generation as a result of the

proposed constructions)

The main source of air emissions in the project are

traffic that will increase due to the project and the

DG sets used for the project.

Increased traffic generation of vehicles due to

project will not cause significant increase in

atmospheric concentration of gases and do not

result in heat island formation.

Tree plantation in the complex will be provided such

that the impact of air pollution shall be minimized.

D.G. set of capacity 2 x 1010 kVA (Standby: 1x1010

kVA) and 1x500 kVA will be installed in the complex

which will be operated during power cut only &

which will be bought as per CPCB norms. The DG

sets will be provided with sufficiently high stack for

better dispersion of the flue gases.

Details are given in EMP Report.

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 dust, odor will be generated at site. Smoke will

be generated from the operation of DG sets. Proper

emission standards will be maintained as per CPCB

guidelines& adequate stack height shall be

provided.

5.3 Will the proposal create

shortage of parking space for

vehicles? Furnish details of

The optimum parking provision is proposed in the

basements& surface area. Hence there will be no



33

the present level of transport

infrastructure and measures

proposed for improvement

including the traffic

management at the entry &

exit to the project site.

shortage of parking space for vehicles. Total parking

provision within the project will be 609 ECS.

5.4 Provide details of the

movement patterns with

internal roads, bicycle tracks,

pedestrian pathways,

footpaths etc., with areas

under each category.

A proper route shall be provided for the traffic

movement as well as pedestrian movement. The

project drive ways will be developed 7.5 m wide or

even wider where majorly one-way movement will

be followed.

5.5 Will there be significant

increase in traffic noise &

vibrations? Give details of the

sources and the measures

proposed for mitigation of the

above.

To reduce/ avoid traffic following steps arewill be

taken:

1. One-way traffic movement

2. No honking zones

3. No vehicle movement in specified areas. The

foundation will be made very hard and paved with

rubber flooring to minimize the vibration, also all

other measures to reduce vibration will be adopted

during designing of new blocks.

5.6 What will be the impact of DG

sets & other equipment on

noise levels & vibration in &

ambient air quality around

the project site? Provide

details.

There would be slight impact of DG sets on noise

levels, vibration and in ambient air quality around

the project site.

All the DG Sets of the proposed project will be

acoustically enclosed and be kept in acoustically

treated room.

Stack height as per C.P.C.B. norms to reduce the

impact on air quality around the project site will be

provided.

The noise from DG sets will meet the desired

standard as per C.P.C.B. guidelines. Low Sulphur fuel

will be used to run these DG sets.

Vibration pads will be used to run these DG sets to

minimize the vibration effect.

6. AESTHETICS



34

6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations considered by the proponents?

Presently the land does not have any scenic amenity or beauty. Construction of the complex will increase the beauty of the area by having proper landscaping. Yes, all considerations have been taken by the proponents.

6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?

No existing structure at site, however, there are a few trees and bushes exist at site which will be cut taking prior permission. Also, green area will be developed within the proposed project. Hence, no adverse effects are foreseen.

6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered.

There are no typical urban form & urban design

influencing the design criteria.

There are no Anthropological Sites near the project.

All significant features have been considered.

7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any

changes to the demographic

structure of local population?

Provide the details.

The proposed project is a Commercial complex &

thus there will be influx of population in the form of

staffs & visitors. Thus, there will be some change in

the demographic structure of the area.

7.2 Give details of the existing

social infrastructure around

the proposed project.

Hospital Hospital near Tri Nagar Hospital near Ambedkar Nagar Hospital near Sec-18, Badli Post Office Post Office near Lawrence Road Colony , Block -3 Post Office near Mourya Enclave Post Office near Shanti Nagar Place of Worship

1.98 Km SSE 3.01 Km N 4.56 Km NNW 0.64 Km SSE 0.95 Km NNW 1.72 Km SWW 0.51 Km SSW



35

Mosque near Shakur pur Colony Temple near Lawrence Road Colony, Block-3 Temple near Mourya Enclave Schools Ravindra Public School, near Sport Complex Adriel Junior School near N.D.Block Pitampura PP International School near Dakshini Pitampura Banks ICICI Bank & ATM at Pitampura

0.64 Km SSE 0.70 Km NW 0.39 Km NW 0.66 Km NW 0.69 Km NW 0.22 km

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 colony will be constructed within the

designated site as per the defined building by-laws

of government authority. There is no sacred site or

cultural heritage site within vicinity of proposed

project; hence no adverse impacts are envisaged.

8. BUILDING MATERIALS

8.1 May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency

The major materials required for construction of the project are steel, cement, bricks, flooring tiles/ stones, sanitary and hardware items, electrical fittings, etc. Energy efficient building material will be used.

8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?

Yes, transportation and handling of material results in air & noise pollution.

The air & noise pollution will be minimized by

covering material by tarpaulin and ensuring PUC

certificate of vehicles and good condition of

silencers. Sprinkling shall be done on the site.



36

Detailed measures of air & noise pollution control

during construction phase are given in the EMP

report.

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

Yes, Following Recyclable waste will be used in

roads

• Cement jute bags, plastic bags etc. will be

used in roads

• Construction debris like Concrete will be

recycled and will be used in parking area and road

area.

• Sub Stratum removed during foundation

& excavation will be used for plot filling & making

pathways.

• Brick work wastage will be used for

pavements and parking area.

• Cut Tiles & chips will be used in creating

pathways in the landscape area & rest will be sent

to the construction & demolition facility.

• No recycled materials used in structures.

However, fly-ash mixed cement, concrete shall be

used.

8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.

Collection: The different colour coded bins shall

be placed at different location within the group

housing colony. The bins will be emptied into the

main bins of the colony

Segregation: The solid waste will be segregated

at individual house levels or at the garbage room.

Disposal: From the main bins, service provider

will collect organic waste 273 Kg/day (Consisting

of kitchen waste, wood, leaves and branches etc)

from green bins shall be treated by using organic

waste converter and converted to manure. 205

Kg/day recyclable waste (Paper, Glass, Metals

etc) will be given to authorized recycler & 205

Kg/day of plastic waste shall be given to the

authorized recycler.

9. ENERGY CONSERVATION



37

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: 1900 KW Source of Power:TPDDL Back-up Source: Power back up is proposed by using D.G. Sets: 2 x 1010 kVA (Standby: 1x1010 kVA) and 1x500 kVA. Fuel: Low sulphur diesel Appropriate energy conservation measures & management plan shall be adopted in order to minimize the consumptions of non-renewable fuel. Details given in Environment Management Report.

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

DG Sets: 2 x 1010 kVA (Standby: 1x1010 kVA) and

1x500 kVA

Fuel: Ultra Low sulphur diesel.

All will be used to provide power backup during

power failures.

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its characteristics related to both short wave and long wave radiation?

Double reflective glass for external facade will be

used.

S. No

BUILDING MATERIAL PROPOSED WITH U & R VALUES

‘R’ Values (in Sq m. Deg C/ Watts)

‘U’ values (in Watts/ Sq m. Deg C)

1. Glass (Double insulated glass)

0.30 3.3

9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.

Solar energy shall be used. It is proposed to install

solar panels.

9.5 Does the layout of streets & buildings maximize the potential for solar energy devices? Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building? Substantiate with details.

Yes, the layouts of buildings shall be designed to

maximize the potential for use of solar lighting per

day devices.

Yes, solar lights shall be used for street lighting &

common areas.



38

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?

Solar measures shall be adopted to provide shading

devices for windows and roof which would

effectively reduce heating up of building envelope.

Louvers and sunshades will be used around windows

in order to protect from direct sunlight.

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

Suitable energy optimization will be adopted during

the calculation of energy load of the proposed

project. The space heating load will be minimized by

using solar structure and suitable buildings envelop

material.

The diesel generator sets shall be automatically

controlled to optimize their usage based on the

actual load requirements at any time. Space

conditioning will be provided as per norms of

National Building Code – Part 8; Building Services

Section 3–Mechanical Ventilation. Lighting intensity

will be done as per the National Building Code

Guidelines.

Uses of incandescent lamp and halogen lamps will

be avoided and energy efficient compact fluorescent

lamps & LED will be used for all common area.

HVAC shall be provided. Hence, there shall be no use

of CFC and HCFC free chillers.

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?

Predominant wind direction is from West to East,

there will be free flow of wind.

Building orientation is done in such a way that all the

blocks will have good natural cross ventilation.

Energy efficient construction material will be used to

achieve desirable thermal comfort. As the proposed

project involves construction of building which are

heat absorbing thus to counter the heat absorbing

effect facade of low U & R Value and proper

plantation will be provided.

Plantation will be done to reduce heat island effect

near pedestrian circulation area, passive and active



39

open space to enhance human comfort within the

development and the neighbourhood.

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.

S. No

BUILDING MATERIAL PROPOSED WITH U & R VALUES

‘R’ Values (in Sq m. Deg C/ Watts )

‘U’ Values (in Watts/ Sq m. Deg C)

Solar Heat Gain Factor

1. Wall Brick & ACC Blocks wall (230 mm thick), both side thick sand cement plaster (12-18mm) with insulation.

2.28 0.44 0.011

2. Roof 200 mm RCC slab with mud phuska& clay tiles with 75 mm insulation.

2.04 0.49 0.01

9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans.

Fire storage tank with fire pumps like Hydrant pump,

Jockey Pump, Pressure vessel & Diesel Engine Driven

Pump shall be installed in the plant room.

Fire Hydrant System:

The hydrant ring main from fire pumps header shall

run all around the buildings with yard hydrants at

suitable intervals. Wet risers shall be tapped from

ring main and run along the shaft. Fire hose cabinet

shall be provided on all floors with accessories.

Sprinkler System: It shall be provided on all floor

areas except electrical rooms, server rooms.



40

Overhead water storage tank at roof shall be

connected to sprinkler system.

Fire Extinguishers: Portable type class A, B & C fire

extinguishers shall be provided at all fire sensitive

places.

9.11 If you are using glass as wall material provides details and specifications including emissive and thermal characteristics.

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

transmittance determined, certified, and labelled in

accordance ISO 15099 shall be adopted.

9.12 What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration.

The rate of air infiltration into the buildings will be

negligible.

9.13 To what extent the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used.

Solar energy will be used. It is proposed to install

solar panels.

10. ENVIRONMENT MANAGEMENT PLAN

10.1 The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.

Detailed Management Plan along with Monitoring Plan has been given in Environment Management Report.



41

ENCLOSURE 2. CONCEPTUAL PLAN



42

CONCEPTUAL PLAN

2.1 Introduction The project is development of a “Commercial Complex with Multiplex” at Netaji Subhash

Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi being

developed by M/s Parsvnath Developers Ltd.

The land belongs to the DMRC for development of Metro station and develop real

estates or other commercial facilities in the metro stations. Therefore, DMRC proposed

to grant a concession agreement with a developer to construct, develop, procure,

finance, manage, maintain and licence the use of the built-up spaces and facilities in the

specified area for specified purpose. There is concession agreement between Delhi

Metro Rail Corporation Limited and M/s Parsvnath Developers Ltd to develop the

Commercial Block at Netaji Subhash Place Metro Station.

The site given by DMRC to the M/s Parsvnath Developers Ltd (Concessionaire) comprises

the total FAR area of approx. 19400 m2. This FAR area is a part of total plot area of 28400

m2 out of which the operational structure of Netaji Subhash Place Metro station has

utilised DAR of 9000 m2 and ground cover of 4500 m2. The licensable FAR for

development of commercial complex is 19400 m2 & proposed green building FAR is 970

m2.

Earlier Environmental Clearance had been granted for development of the office-cum-

commercial complex to M/s Parsvnath Developers Ltd from MoEF&CC vide letter no. 21-

220/2008-IA.III dated 29th October,2008 for plot area 28400 m2. and built-up area

29074.55 m2. But the construction works not started at the site. As time period of

environmental clearance has been completed and there is change in planning, therefore

we are hereby applying it as a fresh case for grant of environmental clearance.

The proposed built-up area of project is 49953.00 m2.

2.2 Activities/ Amenities • Retail

• Multiplex

2.3 Site Location The project site is located at Netaji Subhash Place Metro Station, Opposite Wazirpur

District Centre, Pitampura, New Delhi. The location of the project site is shown in

Environment Report.

2.4 Type of Project The project “Commercial Complex with Multiplex” is proposed to be developed on a

total plot area of 28400m2 (2.8400 ha).The built-up area of the project will be49953.00

m2which is less than1, 50,000 m2. Hence, it falls under category 8 (a) of EIA Notification,

2006.



43

2.5 Project Details

Project details are given in Table below:

Table 2-1: Project Details

S.No. Description Unit Details

1. Total Plot Area m2 28400 (2.8400 ha)

2. Ground Coverage (Permissible) (50%) m2 14200

3. Ground Coverage (Achieved) (17 %) m2 13109.152

Existing Ground coverage for Metro station m2 4500

Proposed ground coverage for commercial complex

m2 8609.152

4. Total FAR (Permissible) (1.05) m2 29820

FAR Permissible (1.0) m2 28400

FAR green Building (5%) m2 1420

5. Total FAR Proposed m2 20370.00

Proposed FAR for commercial complex m2 19400

Proposed green building FAR m2 970

6. NON-FAR m2 6769.35

7. Total Basement Area m2 22813.65

First Basement m2 11406.827

Second Basement m2 11406.827

8. Built-up Area (A+B+C) m2 49953.00

9. Green Area (20% of the net plot area) m2 5680

10. No. of Floors No. G+3

11. No. of Towers/Block No. 1

12. No. of Basement (level) Level 2

13. Maximum Height of Building m 24

14. Total Population No. 4545

15. Total Solid Waste Generation Kg/day 682

16. Total Water Requirement KLD 138

17. Total Waste Water Generation KLD 75

18. STP Capacity KLD 100

19. Rain water Harvesting No. 2

20. Total Power Load KW 1900

21. DG Sets KVA 2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)

22. Parking Required ECS 609

23. Parking Provided ECS 614



44

2.6 Population Details During Construction Phase- 150 Nos. of local labour will be employed for the

construction of the project.

During Operation Phase- the total population of the project has been estimated to be4545 persons including staff, visitors.

The population details are given in Table below.

Table 2-2: Estimation of Population

Staff 455

Visitors 4090

TOTAL POPULATION 4545

2.7 Water Management Water Requirement

During construction phase-Total 15 KLD of water will be required out of which 5 KLD of

treated water will be arranged on temporary basis for construction activities, which will

be sourced through nearby STPand 10 KLD of water will be required for labours for

domestic & flushing purposes which will be sourced through tankers. Mobile toilets shall

be provided at site for labourers which shall be regularly cleaned.

During operation phase-Total 138 KLD water requirement will be met through supply

to be arranged by DJB. The amount of waste water generated will be 75 KLD from the

project which will be treated in STP of 100 KLD Capacity.

The total water management has been given in Environment Report.

2.8 Rain water collection Details The main source of ground water recharging in the study area is rainwater, which

infiltrates into the ground through various lithological units present in the study area.

Total 2no. of Rain Water Harvestingstructures shall be provided in the project site to

recharge the ground. Details are given in Environment Report.

2.9 Power Requirement& Back-up During Construction Phase- DG sets of 125 KVA x 2 nos. and 62.5 KVA x 1 no. will be

used for construction works.

During Operation Phase-The total power requirement of the projectwill be1900 KW

which will be met by TPDDL. In case of power failure, power backup will be provided

through DG sets of2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA;

Standby: 1 x 1010 KVA).Stack height of30 m above surface level will be maintained.



45

2.10 Solid & Hazardous Waste Management During Construction Phase-Approx. 91254.00m3of soil will be excavated due to

excavation of 2 levelsbasement& foundation. Total 23 kg/day of waste will be generated

from labourers.Construction & Demolition waste debris generated from site shall be

used in backfilling & levelling purposes & rest shall be disposed off to C & D

facility.Recyclable material of construction phase like aluminium, steel, wood pieces,

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

During operation phase- Total 682 kg/day of solid waste will be generated from the

project. 273 kg/day of bio-degradable waste generated will be treated in organic waste

convertor proposed within the site, 205 kg/day of Non- Biodegradable waste shall be

given to approved recycler and 15 kg/day of Plastic waste shall be given to approved

recycler.

27 litre/month used oil shall be generated which will be sent to approved vendor.

E-waste generated will also be given to approved vendor.

Battery waste shall be generated from inverters & UPS. It will be properly managed as

per Batteries (Management and Handling) Rules 2001.

2.11 Parking Management During construction phase- Proper parking provisions for trucks and other construction

vehicles shall be made. Proper spaces for loading and unloading shall be defined.

During operation phase- Total parking requirement will be 609 ECS. Provision of 614

ECS will be provided. Details are given in Environment Report.

2.12 Green Area Development Development of Complex includes development of a plantation area including big

foliage trees,herbs, shrubs and grasses in the form of Green Belt, Periphery plantation,

Avenue plantation and lawns within the site. Total plantation area for the project will be

approx. 5680.00m2, i.e.20% of the net plot area.



46

ENCLOSURE 3. ENVIRONMENT REPORT



47

ENVIRONMENT MANAGEMENT PLAN

Application for Environmental Clearance

of

COMMERCIAL COMPLEX WITH MULTIPLEX

at

Netaji Subhash Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi

Developed by

M/s Parsvnath Developers Ltd. ParsvnathMetro Tower

Near Shahdara Metro Station Shahdara, Delhi - 110032

Prepared By:

M/s PERFACT ENVIRO SOLUTIONS PVT. LTD.



48

(NABET Registered wide list of accredited consultants organizations/ Rev 73/ 8th February, 2019 at S.No.-116)

505, 5th Floor,NN Mall, Mangalam Palace, Sector-3, Rohini, New-Delhi-85 Phone: 011-4928136

3.1 EXECUTIVE SUMMARY OF THE PROJECT

3.1.1 Activities: • Retail

• Multiplex

3.1.2 Description & Details of Project: Table 3-1: Project Details

S.No Description Unit Details

1. Total Plot Area m2 28400 (2.8400 ha)

2. Ground Coverage (Permissible) (50%) m2 14200

3. Ground Coverage (Achieved) (17 %) m2 13109.152

Existing Ground coverage for Metro station m2 4500

Proposed ground coverage for commercial complex m2 8609.152

4. Total FAR (Permissible) (1.05) m2 29820

FAR Permissible (1.0) m2 28400

FAR green Building (5%) m2 1420

5. Total FAR Proposed m2 20370.00

Proposed FAR for commercial complex m2 19400

Proposed green building FAR m2 970

6. NON-FAR m2 6769.35

7. Total Basement Area m2 22813.65

First Basement m2 11406.827

Second Basement m2 11406.827

8. Built-up Area (A+B+C) m2 49953.00

9. Green Area (20% of the net plot area) m2 5680

10. No. of Floors No. G+3

11. No. of Towers/Block No. 1

12. No. of Basement (level) Level 2

13. Maximum Height of Building m 24

14. Total Population No. 4545

15. Total Solid Waste Generation Kg/day 682

16. Total Water Requirement KLD 138

17. Total Waste Water Generation KLD 75

18. STP Capacity KLD 100

19. Rain water Harvesting No. 2



49

20. Total Power Load KW 1900

21. DG Sets KVA 2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)

22. Parking Required ECS 609

23. Parking Provided ECS 614

3.2 INTRODUCTION OF THE BACKGROUND INFORMATION

3.2.1 Brief Description of the Nature of the Project:

The project is development of a “Commercial Complex with multiplex” at Netaji Subhash

Place Metro Station, Opposite Wazirpur District Centre, Pitampura, New Delhi being

developed by M/s Parsvnath Developers Ltd. The total plot area is 28400 m2 and

proposed built-up area of project is 49953.00m2

Earlier Environmental Clearance had been granted for development of the office-cum-

commercial complex to M/s Parsvnath Developers Ltd from MoEF&CC vide letter no. 21-

220/2008-IA.III dated 29th October,2008 for plot area 28400 m2 and built-up area

29074.55 m2. But the construction works not started at the site. As time period of

environmental clearance has been completed and there is change in planning, therefore

we are hereby applying for grant of environmental clearance.

The built-up area of the project will be 49953.00m2 which is less than 1, 50,000 m2.

Hence, it falls under category 8 (a) of EIA Notification, 2006.

3.3 PROJECT DESCRIPTION

3.3.1 Land Use and Ownership of the site land

The land belongs to the DMRC for development of Metro station and develop real

estates or other commercial facilities in the metro stations. Therefore, DMRC proposed

to grant a concession agreement with a developer to construct, develop, procure,

finance, manage, maintain and licence the use of the built-up spaces and facilities in the

specified area for specified purpose. There is concession agreement between Delhi

Metro Rail Corporation Limited and M/s Parsvnath Developers Ltd to develop the

Commercial Block at Netaji Subhash Place Metro Station.

The site given by DMRC to the M/s Parsvnath Developers Ltd (Concessionaire) comprises

the total FAR area of approx. 19400 m2. This FAR area is a part of total plot area of 28400

m2 out of which the operational structure of Netaji Subhash Place Metro station has

utilised FAR of 9000 m2 and ground cover of 4500 m2. The licensable FAR for

development of commercial complex is 19400 m2.



50

The land use proposed at the site is given in Table below& Figure below.

Table 3-2: Land use proposed for the project Site

Land Use Area (m2) Percentage

Ground Coverage 13109.152 46.16%

Green Area 5680 20.0%

Road & Open area 9610.848

33.84%

Total Plot area 28400 100.00%

Land useDiagram:-

3.3.2 Location of the project with connectivity Details of connectivity are shown in Table below.

Table 3-3- Site Connectivity

S.No. Accessibility Description Distance & Direction

1. Highway/ Road NH-10 NH-1 NH-8 NH-24

2.33 Km SSE 2.54 Km NE 11.18 Km SSE 14.69 Km SE

2. Railway Station Adarsh Nagar Railway Station Azadpur Railway Station Shakur Basti Rly Station Badli Rly. Station New Delhi Rly Station Nangloi Rly Station Delhi Cant. Rly Station

2.32 Km NNE 2.33 Km NEE 2.58 Km SW 5.70 Km NNW 8.50 Km SE 9.19 Km SWW 9.69 Km SSW



51

3. Airport Safdarjung Airport Delhi IGI Airport

13.58 Km SSE 16.10 Km SSW

3.3.2.1 Geographical Information of Site

Latitude Longitude Elevation

28°41'43.76"N 77°9'9.81"E 216 m

3.3.2.2 Map on Google

Location map is shown in Figure 1.



52

Figure 1: Location Map

3.3.2.3 Topographical Map

Topographical map is shown in Figure 2.

Figure 2: Topographical Map



53

3.3.2.4 Layout Plan

The layout plan is given in figure 3.

Figure 3: Layout Plan

3.4 Resources

3.4.1 Water Resource Management

3.4.1.1 Water Requirement

During construction phase,for construction activities, treated water will be arranged on

temporary basis which will be sourced through nearby STP. Drinking water for labourers

will be sourced through the tankers.

Total water requirement during construction phase will be 15 KLD,out of which 8 KLD

shall be used by labours for domestic & flushing purposes and 7KLD of water will be used

for construction activities.Waste water will be generated from the labours which will be

disposed to Mobile toilets and will be regularly cleaned.

During operation phase,fresh water will be met through DJB.



54

The total water requirement has been shown in the Tablebelow:

Table 3-4: Water Requirement

Water Balance

S.No. Particulars Population Factor in LPCD

TOTAL requirement (KLD) Waste Water(KLD)

Total (KLD)

Domestic (KLD)

Flushing (KLD)

Total (KLD)

1. Domestic

Staff 455 45 21 12 9

Visitors 4090 15 61 20 41

Sub Total 4545 82 KLD 32KLD 50KLD

2. Waste Water

25 KLD 50KLD 75 KLD

3. Gardening @ 1ltr/sqm 6 Nil

5. DG Cooling& HVAC cooling

50 Nil

Total 138 KLD 75KLD



55

3.4.1.2 Source of Water

The water will be resourced through Municipal Supply/DJB.

3.4.1.3 Disposal

Total quantity of wastewater generation from the complexwill be 75 KLD. The generated

sewage will be treated in in-house sewage Treatment Plants of total capacity 100KLD.

Total 72 KLD of treated water will be utilized to the extent possible for flushing,

gardening, HVAC and DG cooling. No excess water will be discharged to the sewer.

3.4.2 Energy Resource Management

3.4.2.1 During Construction

DG sets of 125 KVA x 2 nos and 62.5 KVA x 1 no. shall be used for Power supply during

the construction phase.

3.4.2.2 During Operation

During operation phase 1900 KW of electric load from TPDDL shall be supplied to the

Complex. Power backup for common utilities shall be provided by DG set of 2 x 1010

KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)

3.4.2.3 Conservation

Following are the measures adopted to conserve the energy:

• We shall provide LED lights for common areas, street lighting & basement

lighting.

• Solar power shall be generated by installing Solar Photovoltaic panel.

• Energy Efficient (VVVF Non-gear) lifts shall be used.

• Energy Efficient/ load sharing DG sets shall be used.

• The motors used by pumps proposed in the project shall be energy efficient

complying with the ECBC norms.



56

3.5 SITE ANALYSIS

3.5.1 Eco-sensitive areas with distance from project location1 The eco sensitive zones with distance from the project location are given in Tablebelow:

Table 3-5: Eco sensitive sites around the project site

S. No Areas Name/ Identity

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

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

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

Water Bodies Western Yamuna Canal Najafgarh Drain Naini Lake Japanese Park Lake Swarna Jayanti Lake Bhalswa Lake Nangloi Drain Yamuna River Forest Northern Ridge Reserve Forest Central Ridge Reserve Forest Protected Forest near Yamuna River

0.41 Km NE 2.77 Km S 3.91 Km NEE 3.93 Km NW 4.64 Km NW 4.91 Km NNE 6.50 Km NW 7.20 Km E 5.74 Km SEE 7.00 Km SSE 7.63 Km E

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

None None

1As per Topographical Map and Google Earth



57

3.5.2 Annual Windrose Diagram The Wind Rose Diagram of Annual Average (2002-2013) is given in figure below:

Figure 3: Annual Windrose

(source- IMD, Safdurjung)

3.5.3 Social Infrastructure available

The social infrastructure available at site is given in Table below

Table 3-6: Social Infrastructure near the project site

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

Hospital Hospital nearTri Nagar Hospital nearAmbedkar Nagar Hospital near Sec-18, Badli Post Office Post Office near Lawrence Road Colony , Block -3 Post Office nearMourya Enclave Post Office near Shanti Nagar Place of Worship Mosque near Shakur pur Colony Temple near Lawrence Road Colony, Block-3 Temple near Mourya Enclave Schools Ravindra Public School, near Sport Complex Adriel Junior School near N.D.Block Pitampura PP International School near Dakshini Pitampura

1.98 Km SSE 3.01 Km N 4.56 Km NNW 0.64 Km SSE 0.95 Km NNW 1.72 Km SWW 0.51 Km SSW 0.64 Km SSE 0.70 Km NW 0.39 Km NW 0.66 Km NW 0.69 Km NW



58

Banks ICICI Bank & ATM at Pitampura

0.22 km

3.6 PROPOSED INFRASTRUCTURE

3.6.1 Types of Buildings & Activities Proposed

The proposed project is “Commercial Complex with multiplex”. The activities

includeRetail and Multiplex.

3.7 ENVIRONMENT MANAGEMENT PLAN The Environment Management Plan (EMP) is a site-specific plan developed to ensure

that the project is implemented in an environmentally sustainable manner where all

stakeholders including the project proponents, contractors and subcontractors,

including consultants, understand the potential environmental risks arising from the

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

environmental management measures need to be incorporated during the entire

planning, construction and operating stages of the project to minimize any adverse

environmental impact and assure sustainable development of the area.

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

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

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

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

EMP includes four elements:

• Commitment and Policy: Proposed project will strive to provide and implement

the Environmental Management Plan that incorporates all issues related to air,

land and water.

• Planning: This includes identification of environmental impacts, legal

requirements and setting environmental objectives.

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

accountability of contractors, training of operational staff associated with

environmental control facilities and documentation of measures to be taken.

• Measurement and Evaluation: This includes monitoring, corrective actions, and

record keeping.

3.7.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION

3.7.1.1 AIR ENVIRONMENT :-

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

Various construction activities especially related to lose material likely to cause



59

generation of dust that adversely impacts the air quality of the surrounding area of the

project site. To minimize such impact, following measures will be taken:

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

Amendment Rules, 2018.

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

• No excavation of soil shall be carried out without adequate dust mitigation

measures in place.

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

construction material that causes dust shall be left uncovered.

• Wind-breaker around the project siteshall be provided.

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

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

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

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

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

• Only covered vehicles carrying construction material and waste shall be

permitted inside the complex.

• Construction and Demolition Waste processing and disposal site shall be

identified and required dust mitigation measures be notified at the site.

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

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

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

maintained. Sprinkling will be done at the source of dust anticipated.

3.7.1.2 WATERMANAGEMENT: -

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

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

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

measures required to manage the water environment at site:

• 15 KLD of water is required during construction phase, out of which 8 KLD of water

for labours for domestic& flushing use which shall be sourced through tankers and

7 KLD of water is required for construction purpose which shall be STP treated water

from nearby area/ STP supplied through Tankers.

• Mobile toilets for construction labours shall be provided which shall be cleaned

regularly and hygienic conditions shall be maintained at site.

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

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

such run off and either reuse or dispose off at the designated location.



60

3.7.1.3 NOISE ENVIRONMENT: -

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

which will decrease with increase in distance. To avoid Noise impacts during night time,

majorly all the noise generating construction activities shall be carried out during the

daytime.

There will be some noise generation due to the movement of vehicles carrying

construction materials and as this will be only a temporary phenomenon, it shall be

managed by properly regulating the movement of vehicular traffic so that the ambient

noise quality will not be adversely affected.

To prevent any occupational hazard, ear muffs / ear plugs shall be given to the workers

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

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

Careful planning of machinery operation and scheduling of operations shall be done to

minimize such impact. Furthermore, following measures shall also be adopted:

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

level.

• DG sets of capacity 125 KVA x 2 nos and 62.5 KVA x 1 no. shall be installed acoustically

enclosed.

• Barricading of site shall be done in order to reduce noise impacts outside the project

boundary.

3.7.1.4 SOLID WASTE MANAGEMENT: -

During the construction, approx. 91254m3 of soil shall be excavated to provide the

basements and foundation. This excavated soil will be properly stacked within the site

and will be reused for back filling purposes. The top soil shall be stored at a designated

area and will be used for landscaping purposes during operational phase of the project.

As soon as proposed green area will be ready the top soil will be transferred and seeding

will be done with regular sprinkling.

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

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

creating pathways, in landscape area etc. Rest of the waste shall be sent to C & D facility.

Recyclable materials like aluminium, steel, wood pieces, cement bags, plastic containers,

cartons, glass etc. will be sold to recyclers.

Approximately 23kg/day of Municipal solid waste shall be generated from temporary

labours which shall be disposed off at Municipal Landfill site.

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

leak prof container and shall be sent to approved recycler



61

3.7.2 ENVIRONMENT MANAGEMENT DURING OPERATION

3.7.2.1 AIR ENVIRONMENT

DG set of 2 x 1010 KVA & 1 x 500 KVA (Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x

1010 KVA) will be installed as power backup for common utilities during power failure.

Proper stack height of 6 m above roof level will be maintained which will help in reducing

the air pollution.

Table 3-7: DG set & stack Height

D. G. Set. Capacity

No. Stack Height Stack Height (above ground level)

Location of DG sets

1010 KVA 2 (1 working & 1

Standby)

30 meter above

surface

30 m Basement

500 KVA 1 30 meter above

surface

30 m Basement

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

maintained, as given in Table below.

Table 3-8: DG Set emission standards

D. G. Set. Capacity

PM mg/Nm3

Nox mg/Nm3

HC mg/Nm3

CO mg/Nm3

1010 KVA 75 887.5 100 150

D.G Sets PM

mg/Nm3

NOx mg/Nm3

HC mg/Nm3

CO mg/Nm3

500 KVA 0.3 9.2 1.3 3.5

3.7.2.2 WATER MANAGEMENT

Total water requirement has been estimated to be 138 KLD for the proposed project,

out of which fresh water requirement will be 32 KLD which will be met by Municipal/

DJB supply and 72 KLD of water will be met by inhouse STP treated water and 34 KLD

will be taken from nearby STP water. Water shall be used mainly for domestic, swimming

pool, flushing,gardening&DG Coolingpurposes.



62

Total quantity of wastewater generation will be 75KLD for the proposed project. The

generated sewage will be treated inSewage Treatment Plants of capacity 100KLD. 72KLD

of the treated water shall be reused for flushing, gardening and Cooling purpose. No

excess water will be discharged to the sewer line.

3.7.2.2.1 WASTEWATER TREATMENT SCHEME OF SEWAGE TREATMENT PLANT:

In the project, the generation of waste water will be about 75 KLD. The generated

sewage will be treated in in-houseSewage Treatment Plantsof total 100 KLD capacity.

Table 3-9: RAW SEWAGE CHARACTERISTICS

The Sewage Treatment Plant (STP) can treat the sewage & effluent of the STP can be

reused for Flushing, Gardening &DG and HVAC cooling purposes.

Table 3-10: TREATED SEWAGE CHARACTERISTICS

pH - 6.5-9.0

BOD mg / l <10

COD mg / l <50

TSS mg / l <20

Oil & Grease mg / l NIL

Following description gives the salient features of the STP:

1. Small space requirement

The concept of compact sewage treatment plant is promoted so that expensive

conventional treatment is dispensed herewith. The treatment scheme is also versatile,

in the sense that units can be re-arranged in any way in which the space and pile caps

are available.

2. Lower operating power requirements

The system utilizes aeration tanks of much smaller size, thereby reducing the overall

power required in aerating the raw sewage. Since the bio-reactor depth is more,

efficient transfer of oxygen takes place, thereby reducing the overall power consumed

in treatment.

3. Simplicity in operation and maintenance

Flow m3 / day 75KLD

pH - 7.5 – 8.0

BOD mg / l 200 - 350

COD mg / l 400 - 500

TSS mg / l 100

Oil & Grease mg / l 10



63

The system adopted has much less moving parts (only pumps and blowers). Further

there is no moving part inside the bio-reactor. This gives the advantage of continuously

running the bio-reactor system, under widely fluctuating conditions. All the

maintenance on the mechanical systems can be done with normal skilled mechanics

available.

The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw

sewage BOD / COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be

analysed. Since the bio-reactor is self-sustaining, there is no requirement of recycling

the biomass from the secondary clarifier. Hence, analysis such as MLSS / MLVSS / SVI

(sludge volume index) / F / M ratio etc. is not required to be done. This greatly reduces

the analytical load on the plant chemist / supervisor, and makes the system very simple

to operate and control.

4. Removal of Nutrients & coliform

The bio-reactor system adopted in the FAB based STP is provided with nutrients

removal, and removal of disease-causing E-coli bacteria.

Nutrient removal

The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This

helps in totally converting the Ammonical nitrogen to nitrate nitrogen. In the process of

synthesis of organic substrate, about 40 – 50% of the total phosphates load is also

reduced. The remaining phosphates can be precipitated by addition of aluminum ions

dosed in form of Poly Aluminum Chloride (PAC). Phosphates react with aluminum ions

and precipitate as aluminum phosphate, which is an insoluble salt. Thus, the total

phosphates load can be easily reduced by more than 90%.

Coliform removal

The outlet BOD of the bio-reactor system being very low (in other words, hardly any

food is available to the E-coli), most of the coliform are killed in the reactor itself. The

treated sewage outlet coliform count will conform to WHO standards.

5. Sludge handling

The sludge generated in the bio-reactors is totally digested. Since the F / M ratio in the

bio-reactors is very low, the excess sludge generation is lower than compared to the

conventional ASP system. Normally, this sludge is anaerobically digested to stabilize the

organic matter. The present system does not envisage any sludge digestion (since the

sludge is aerobically stabilized in the bioreactors itself), making the system more suitable

for operation with less manpower.

The excess sludge is separated in the secondary clarifier, and then disposed off either

on drying beds, or can be directly used as soil conditioner.



64

3.7.2.2.2 Hydraulic Flow Diagram of STP based on MBBR Technology

3.7.2.3 Rain Water Harvesting

The main source of ground water recharging in the study area is rainwater, which

infiltrates into the ground through various lithological units present in the study area. 2

nos. of RWH harvesting structuresare proposed in the site to recharge the ground water.

The runoff from the rooftop and storm water shall go to the recharge structures.

Scheme for Ground Water Recharging

The rainwater is diverted from the rooftop using rain water pipes to the surface /

underground drainage network. The entire complex is sub divided for recharging

structures. The rainwater is diverted into the desilting tank to remove inorganic

impurities and the outflow of the desilting tank is taken into the recharge well.

Desilting Tank

The desilting tanks are used to remove silt and other floating impurities from rainwater.

Desilting tank is like an ordinary container having provision for the inflow, outflow and

overflow. Apart from removing silt it holds the excess amount of water till it is soaked

up by the recharge structure. The bottom of tank will have unpaved surface (layers of

coarse sand) to allow standing water to percolate into the soil. The rainwater collected

in these desilting chambers shall be utilized for horticulture.



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Recharge well

The recharge well consists of percolation pits with boreholes in the middle of the pit.

UPVC pipe perforated will be lowered in the middle of the boreholes and the pit will be

filled with gravel and pebbles in three layers consisting of boulders, gravel and coarse

sand. The mouth of the UPVC pipe shall be protected to avoid silt getting into it. The

depth of the bore will depend on the soil condition/water strata. The schematic diagram

is enclosed.

It should be therefore concluded that there is no significant impact on surface water

quality & hydrology of the area. The proposed rainwater-harvesting scheme will stabilize

the groundwater table in the area.

3.7.2.4 RAIN WATER HARVESTING CALCULATION: -

Soil Quality :Silt Loam Annual Rain fall : 797 mm Peak Hourly Rain fall : 60 mm/hr Ground Water Level :25.9- 26.2 m below ground level (As

per Geotechnical Report) No. of Pits : 2 No. Size of each pit : Dia– 4.28 m & Depth- 4 m

Table 3-11: Rain water Harvesting Calculation

S.

No.

Description of

Area

Area

Considered

(Sq. M)

Harvesting

Factor /

Collection

Efficiency

per area

Retention

time capacity

of recharge

tank in 15 min

Total Volume of

Water Available

for Rain Water

Harvesting

(cu. m/15 min)

1. Water Available

from Terraces of

Apartment

buildings/Plots and

other roof-top

surfaces (Proposed

Commercial area)

8609.152 0.85 15 109

Net Plot Area 8609.152 109 cum



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Rain Water Harvesting pit Diagram:-

Maintenance Plan: -

1. Rain water harvesting pits should be checked and cleaned before and after rainy

season. Cleaning procedure consist of scrubbing of inner walls and floors. Cover

and ventilate the tank also.

2. Chlorine solution can be used for cleaning purposes followed by through rinsing.

3. Cleaning of filter shall be done before and after rainy season.

4. Cleaning of desilting tank shall be done before and after rainy season.

5. Regular cleaning of oil and grease trap will be done and maintained.

6. Weekly cleaning of the pits shall be done during rainy season.



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3.7.2.5 NOISE ENVIRONMENT

The main sources of the noise pollution will be D.G sets. of 2 x 1010 KVA& 1 x 500 KVA

(Working: 1x 1010 KVA, 1 x 500 KVA; Standby: 1 x 1010 KVA)that will be installed in the

project.

3.7.2.5.1 Noise Pollution Control System

DG sets shall be bought& installed acoustically treated and shall meet the norms

prescribed by CPCB. Planting of the trees at the boundary of the project will help in

reducing the level of the noise within the project.

Location of DG sets:Basement

3.7.2.5.2 ACOUSTIC ENCLOSURE / TREATMENT

There are two methods to reduce noise from DG Sets.

1. Acoustic Enclosures [when DG Set is kept outdoor]

2. Acoustic Treatment [when DG Set is kept indoor]

Insulation of air inlet and outlet points The sound travels along with air therefore it is necessary to control the travelling

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

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

escape of noise Insulated service door

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

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

pad followed by perforated aluminium sheets.

Antivibration Pads

Layout Plan of D.G Set Room



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3.7.2.6 PARKING MANAGEMENT

Parking Required:

Parking Required 3 ECS/100 m2 609 ECS

Parking Provision:

Location ECS provided

First Basement 265

Second Basement 272

Surface Parking 77

TOTAL 614 ECS

3.7.2.7 WASTE MANAGEMENT

3.7.2.7.1 MUNICIPAL SOLID WASTE

For 4545 persons around 683 Kg/day of municipal solid waste will be generated from

the proposed site.

Solid waste will be generated from the project (Biodegradable: 273Kg/day, Non-

Biodegradable: 205Kg/day&Plastic: 205Kg/day).

Battery waste shall be generated from inverters & UPS.

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

Table 3-12: Municipal Waste Management

Type of

Waste

Colours

of Bins

Category Disposal Method Total Waste

(Kg/day)

Bio-

Degradable

Green Organics

The waste shall be treated

in organic waste

converter and converted

to manure

273

Non-Bio

Degradable

Blue Recyclable Approved Recycler 205

Plastic Blue Recyclable Approved Recycler 205

Total 153 Kg/day



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DETAILS OF ORGANIC WASTE CONVERTER

Tentative details of the Organic Waste Converter are as follows:

MODEL NO. NO. OF OWC

PROVISION

CAPACITY PER

BATCH

POWER DIMENSION (L X W)

OWC-130 1 NO. 50 KG/BATCH 8 HP 2.18 M X 1.19 M

Biodegradable Waste

Batch Capacity Curing Capacity Time Taken No of Batch

273 kg/day 50/batch 100 kg/day Machine Time=

15-20 m

Total Time=1 hr

6 batch/day

• No. of organic waste converter = 1 Nos.

• Volume of waste = 0.546tons/day or 0.546m3

• Capacity of curing for 10 days = 5.46 m2

• Space area for curing= 18.2m2

• Space for organic waste converter= 2.18 m x 1.19 m =2.59 x 1=2.59 m2

• Area required for storage and management of solid waste = 20.79 m2

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

3.7.2.7.2 Hazardous waste management: - Hazardous waste is a waste with properties that make it dangerous or potentially

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

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

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

products, like cleaning fluids or pesticides. All hazardous wastes are required to be

treated and disposed off in the prescribed manner.

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

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

health and environment.



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Table 3-13: Hazardous & E-Waste Management

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

Batteries (Management & Handling) Rules 2001.

3.7.2.7.3 PLANTATION

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

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

aesthetic effect of the environment.

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

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

hydrological conditions. Indigenous species would be preferred.

Green belt/greenery will be developed along most of the periphery of the project area

as well as along roads. Proposed area under plantation/greenery is 5680 m2(20% ofplot

area) with trees, plants, herbs & shrubs and lawns. The trees planted will be of adequate

height.

Trees required –net Plot area/80 = 28400/80 = 355 no. of trees

No of trees proposed: 360 no. of trees

Type of Waste Disposal Method Total Waste

Used Oil (Schedule 5.1)

Waste shall be collected in leak proof containers at isolated place and then it will be given to approved vender of CPCB as per Hazardous Waste & other Wastes (Management & Transboundary Movement) Rules, 2016

27 ltr/month

E-waste E-Waste shall be collected and given to approved vender of CPCB as per E-Waste (Management) Rules, 2016.

2 Ton/month



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Species Proposed: -

3.7.2.7.4 PLANTATION PROGRAMME LAYOUT

Plantation in the project area helps to arrest the particulate matter in the area and

hence attenuate the pollution to a great extent and contribute positively to the

environment. The trees also help in maintenance of regional ecological balance and

conform to soil and hydrological conditions. Indigenous species are preferred for the

purpose.

The following characteristics are taken into consideration while selecting plant species

for green belt development and tree plantation.

• They are fast growing and tall trees.

• They are perennial and evergreen.

• They have thick canopy cover

• They have large leaf area index.

S No. Scientific Name Common Name

1. Alstoniascholaris Devil Tree

2. Saracaasoca Ashoka

3. Azadirachtaindica Neem

4. Plumeria alba Champa

5. Neolamarckiacadamb Kadam

6. Cassia fistula Amaltas

7. Syzygiumcumini Jamun

8. Bauhinia acuminata Dwarf white bauhinia

9. Ficusbenjamina Weeping fig

10. Ficus panda Ficus

11. Hibiscus rosa-sinensis China rose

12. Gardenia jasmoides Gardenia



72

3.8 ANTICIPITATED IMPACT & MITIGATION MEASURES

3.8.1 DURING CONSTRUCTION PHASE

S.

NO.

Description Impacts Mitigation Measures

1. Air & Noise

Environment

• Dust will be generated

due to Site clearance,

construction activities

and emissions may be

generated due to

vehicles, DG sets and

machinery/equipment

etc.

• Loading and unloading of

construction materials

like, cement, sand,

stones, bricks, etc. will

result in dust generation.

• Procurement and

transport of construction

materials such as sand,

cement etc. will also

result in dust generation.

• Due to demolition of

existing structure.

• Proper Barricading shall be done to

reduce the dust during construction

of buildings. Also, barricading will

cut off some of the noise due to

construction activities.

• Water sprinkling shall be done to

reduce the dust during construction

of buildings.

• Raw material, construction debris

shall be kept covered during storage

as well as during transportation.

• The buildings under construction

shall be kept covered with green

cloth.

• D.G. set of 125 KVA x 2 nos and 62.5

KVA x 1 no. shall be provided with

adequate stack height to avoid

emissions.

• No loose soil or sand or

Construction & Demolition Waste or

any other construction material that

causes dust shall be left uncovered. 2. Water

Environment

• Soil runoff from the site

leading to off – site

contamination

(Particularly during rainy

season).

• Improper disposal of

construction debris

leading to off-site

contamination of water

resources.

• Disposal of domestic

waste water from

temporary labour rest

rooms.

• During construction phase, water

will be provided from the nearby

STP/tanker water supplier.

• Disposal of debris shall not be done

near water resources, rather, C & D

waste shall be disposed off as per

applicable rules.

• The rain water from the

construction site shall be collected

& reused for sprinkling.

• Mobile toilets shall be installed at

the site during construction phase

which will be regularly cleaned by

the agency.



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Spillage of oil and grease

from the vehicle and

waste water stream

generated from on-site

activities.

3. Solid Waste • The waste from labour

rest rooms/sheds would

be mainly household

domestic waste

• The solid waste

generated during

construction phase

• Used oil from DG sets.

• Construction and

demolition waste.

• Approx. 23 kg/day municipal solid

waste shall be generated from 150

labours which shall be disposed off

in MSW site.

• The excavated soil of 91254m3will

be reused for back filling purpose.

The top soil will be preserved

separately and will be used for

landscaping purposes only. The

unused soil shall be sent to landfill

site only identified be Municipal

corporation.

• Construction debris generated from

site shall be used in backfilling &

levelling purposes to the extent

possible. Rest of the waste shall be

sent to C & D facility.

• Used oil whenever generated from

the DG sets shall be kept in an

isolated area and in leak proof

container and sent to approve

recycler.



74

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

1. Air & Noise

Environment

• Running of DG sets of

capacities2 x 1010 KVA & 1 x

500 KVA (Working: 1x 1010

KVA, 1 x 500 KVA; Standby: 1 x

1010 KVA) during power

failure will result into air

emissions.

• DG sets shall be provided

with stack height of 30 m

above the surface as per

CPCB norms.

2. Water

Environment

• During the operation phase

abstraction of ground water is

not proposed for

project.Watersupply shall be

met by Municipal/ DJB.

• In the proposed complex,

water will be used for

domestic use, flushing, &

cooling. purposes etc.

• Fresh water requirement

shall be reduced by using

STP treated waterin the

complex.

• The waste water/ sewage

shall be treated in a STP of

total 100 KLD capacity

based on FAB technology.

• The treated water of 72

KLD will be reused in

flushing, miscellaneous &

gardening purposes.

• No excess water will be

discharged to the sewer

line

• Rain water shall be

recharged into the ground

water by 2 rain water

harvestingpits.

3. Solid Waste • Bio-degradable and recyclable

waste from household

activities.

• Used oil from DG sets and e-

waste.

• E- waste & battery waste

generation.

Bio-degradable waste of

273 Kg/day shall be

treated in Organic waste

convertor.410Kg/dayof

recyclable waste will be

given to authorised

recycler.

Used oilwill be generated

from the DG sets which

shall be kept in an isolated

area and in leak proof

container and shall be



75

given to authorised

recycler.

The generated E-waste

shall be given to

Authorized vendor.

Battery waste shall be

treated as per the

Batteries (Handling &

Management) Rules,

2001.

3.9 ENVIRONMENT MONITORING PLAN

Monitoring During Construction During Operation

Air &stack :

• Ambient air quality at appropriate

location for PM10,PM2.5,SO2.NOX

• Stack emission for point sources

PM,SO2,NOX,HC & CO.

• Six monthly

• Six monthly

• Six monthly

• Six monthly

Water :

• Water Quality Monitoring for

relevant parameters ofIS - 10500

• Six monthly

• Six monthly

Wastewater:

• Waste Water Quality (Treated &

Untreated) for pH, TSS, Oil &

Grease.

• Waste water quality pH, TSS, oil &

Grease. BOD, COD, TKN &

Phosphate.

--

--

• Daily till

stabilization of

STP.

• Weekly till one

month then

monthly

Noise :

• Day & night level Noise Monitoring

• Six monthly • Six monthly

Soil :

• Soil Monitoring ,Qualitative and

Quantitative testing/analysis to

check the soil fertility , porosity,

texture, water holding capacity etc.

• Six monthly • Six monthly



76

ENCLOSURE 4. RISK ASSESSMENT



77

4.1 RISK ASSESSMENT Risk is a potential that a chosen action or activity will lead to a loss of human or property.

Risk assessment is a step for Risk Management. Risk assessment is determination of

qualitative and quantitative value of risk related a situation or hazard.

Hazard is a situation that poses a level of threat to life health or environment.

Risk assessment involves the following:

• Hazard Identification

• Vulnerability Analysis

• Risk Analysis

• Emergency Preparedness Plan

4.1.1 HAZARD IDENTIFICATION

The project is aCommercial Complex with Multiplexand there may be following types of

hazards:

4.1.1.1 Natural hazard:

1. Earthquake

2. Flooding

4.1.1.2 Manmade hazard:

1. Health Injuries

2. Fire & explosion

3. Electrical

4. Mechanical

5. Radiation

6. Thermal

7. Chemical

4.1.2 VULNERABILITY ANALYSES

This isa Commercial Complex with Multiplexhence staff & visitors will be vulnerable to

risks.

4.1.3 RISK ANALYSIS

The risk is likelihood of harmful effect big or small due to hazard, together with severity

of harm suffered. Risk also depends on number of people exposed to hazard.

Risk analysis provides severity of harm from particular type of hazard.



78

4.1.3.1 Earthquake:

The project will be located at seismic zone IV where earthquake can occur from 4.0-7.0

Ricter scale.

4.1.3.2 Flooding:

The project site will be located in an area where no natural river or drainage exists.

However, flooding can occur due to excess rain.

4.1.3.3 Health Injuries

Health Injuries can occur during Construction Phase & appropriate measures shall be

taken as described below:

1. Safety nets shall be provided at appropriate level and various shafts/ openings will

be kept covered to prevent falls, slips, trips etc.

2. Necessary safety belts, helmets and eye-masks as required will be enforced at site.

3. Adequate guardrails will be provided to the staircases and common areas.

4. Adequate guardrails/ fences will be provided around the water storage spaces to

prevent drowning accidents.

5. Adequate protection/ fence will be provided around the excavated areas.

6. The machinery and the equipments will be regularly tested and maintained with the

specific emphasis against accidents failures.

7. The deployed Safety officers will ensure that the personnel/ labour will be kept at a

safe distance from working machinery to avoid accidents/ injuries due to toxic gases/

chemical/ noise.

8. Moving parts of various parts of machineries/ equipments shall be properly guarded.

9. Required fire extinguishers will be provided at the construction site.

10. Arrangements for clean drinking water will be made.

11. Rest rooms and first aid facilities will be made available for the workers.

4.1.3.4 Fire & Explosion:

Since it is aCommercial Complex with Multiplex, fire can occur due to electrical spark or

gas leakage from pantry.

Fire is mainly caused in Commercial Complex due to carelessness, short circuits, and

malfunctioning of gas regulator, tube, and such related products.

4.1.3.5 Electrical:

The electrical current can pass to the floor & metals due to inadequate insulation or

accidently.

4.1.3.6 Mechanical:

The mechanical fault can cause the risk & hazard which include the elevators.



79

4.1.3.7 Radiation:

Due to use of wireless equipment’s there may be electromagnetic radiation.

4.1.3.8 Thermal:

Thermal heat can be generated from the D.G sets and the vehicles in the project.

4.1.3.9 Chemical:

Chemical use in the Commercial Complex with Multiplexwill be limited to cleaning

agents & medicines.

4.1.4 ONSITE EMERGENCY PLAN

An onsite emergency is caused by an accident or hazard that takes place within the

project and the effects are confined to the project.

The onsite emergency plan consists of following key elements:

• Planning as per hazard analysis

• Preventive measures

• Emergency response procedure

• Recovery procedure

4.1.4.1 Planning

1. Mapping of hazard vulnerable area shall be done in consultation with

management.

2. There shall be Disaster Management Cell in place

3. The disaster management cell have following members to share the responsibility

I. Site Controller (Administrator of project)

II. Incident Controller (Asstt. Administrator)

III. Personal Manager

IV. Communication Officer

V. Fire Officer

VI. Security Officer

VII. Engineering Incharge

VIII. Fire pump attendant

IX. First Aid Team

4.1.4.2 Preventive Measures

4.1.4.2.1 Earthquake:

Since project will be located at Seismic Zone IV, structural designing will be done as per

National Building Code 2016.



80

4.1.4.2.2 Flooding:

• Proper designing of drainage system for domestic as well as storm water.

• Rain water harvesting structures will have provision of storage for one hour peak

rainfall.

4.1.4.2.3 Fire:

Reference:

• NBC-2016

FIRE STATIC STORAGE TANK:

Fire storage tank for covering the entire complex shall be provided with fire pumps like

Hydrant Pumps, Jockey Pump, and Pressure Vessel & Diesel engine driver pump is

proposed near the water storage tanks for proposed Commercial Complex with

Multiplex.

• Accessories:

i) Suction manifold (in fire pump room) fed from two fire water storagetanks.

ii) Delivery manifold (in fire pump room) fed by the pumps as explainedabove.

iii) An Air vessel shall be provided on delivery manifold of Hydrant system,

tocompensate for slight loss of pressure and to provide an Air cushion forcounter

acting pressure surges from the system. Separate delivery pipeswill be given for

Hydrant system.

FIRE HYDRANT SYSTEMS:

Fire hydrant system shall consist of the following:

i) Each fire hose cabinet shall be provided with

a) One single out let landing valve

b) Two sets of canvas hose pipe with branch pipe

c) One first aid fire hose reel.

d) One firemen’s Axe

e) 2 Nos fire Extinguishers

PORTABLE EXTINGUISHERS & FIRE SAFETY APPLIANCES:

Portable Extinguishers will be located in prominent and easy to reach during

fireemergency.

Type of Extinguishers:

Selection type and capacity of the Extinguishers shall be done as per I.S: 15683.

• Water-CO2 Type

• Dry Chemical Power (DCP) Type

• CO2 Type Extinguishers

• ABC (Power Type) Extinguisher:

Test Demonstration:



81

At least 1 extinguisher per each type shall be demonstrated at site in simulated fire

conditions.

EXIT SIGNAGE

Exit Signage and evacuation instruction shall be displayed judiciously at prominent

locations.

FACILITY OF FIRE MAN AT MAIN GATE

i) Fire brigade inlet connection to tank.

ii) Fire brigade draw out connection to tank

4.1.4.2.4 Electrical:

i) Planning Stage:

Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be

complied. The following safety measurement is considered.

• Earthing system

• The earthing system shall comply the requirement of IS: 3043, Indian Electricity

rules and other applicable statuary regulations and safety codes in the locality of

installation.

• GI plates earthing system shall be provided.

• One Earth Leakage Breaker sensitivity 30 mA shall be used per phase in all

Distribution Boards

In addition to that, following measures shall be adopted

• There will be colour coding and labelling of high voltage electrical wires.

• Sand bags/ wire bucket shall be placed near the electrical control/panel.

• Installation of electrical equipments shall be properly done like insulation,

guarding and grounding.

• Work practices and handling of the electrical equipments shall be properly

managed.

• Employees and workers shall be trained for awareness of safe work practices

and systems.

• Properly maintained equipments and tools will be used.

• Service of electrical equipments shall be done under the supervision of trained

personnel.

• Temporary connections made for experimental reasons shall be safe and

properly insulated.



82

• Live electrical terminals shall be shielded.

ii) Operation Stage:

• Have only licensed electricians install, repair and dismantle jobsite wiring. That

way, everything will be completed according to electrical safety codes, ensuring

greater protection for the workers who will be using the wiring to power tools

and equipment. Bringing in a professional electrician also prevents the injuries

that result when less-qualified individuals attempt electrical jobs that they aren’t

properly trained to do.

• Check each extension cord before use. Ensure that insulation is completely intact

(free from cracks, tears, or abrasion) and that power extension cables haven’t

been knotted, which can cause conductor damage and increase the risk of fire.

• Do a thorough check for electrical wiring before cutting through any wall, floor

or ceiling. Any time that a tool inadvertently makes contact with an unseen

electrical line, the person holding that tool is likely to be shocked or electrocuted.

Always size up the situation before you get started to reduce your risk of injury.

• Inspect power equipments on a regular basis. Look over the tools’ power cords

and plugs for any sign of damage to the insulation, blades, or grounding pin. If

you find signs of excessive wear and tear, take tools out of commission until

they’ve been properly repaired. Maintain awareness during electrical tool use as

well; if a tool starts to overheat, smoke, give off a burning smell, or shock you on

contact, discontinue use immediately.

• Check insulated tools for damage before each use. Once the insulation layer of

an insulated hand tool becomes nicked, cracked or cut, the tool is no longer

effectively insulated – it actually becomes more of an electrical conductor, and

can increase your risk of injury. If a tool has damaged insulation, it is no longer

safe to use – destroy and replace it right away.

Never modify electrical plugs. Under no circumstances should you ever file down

the blades, remove the ground pin, or otherwise modify an electrical plug so that

it will fit into a socket – doing so only increases the likelihood of shock,

electrocution, and fire. Either have a certified electrician change the device’s plug,

or replace outdated two-prong receptacles with grounded outlets that can

accommodate a ground pin.

Keep extension cords in a safe place where they won’t be stepped on or driven

over.The force of a vehicle – or even repeated treading by pedestrians – can

cause an extension cord’s conductor to become misshapen or break, a problems

that can lead to electrical fires. Because it occurs in the core of the cable,

conductor damage isn’t always obvious to the eye, so play it safe from the start

by guarding jobsite extension cords with heavy-duty cord covers.



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Ensure that all electrical components stay dry. It’s one of the cardinal rules of

electrical safety: don’t mix electricity and water. Store power tools and cables

above water level when not in use, cover outdoor receptacles, and never use

electrically powered tools in a wet environment.

Use the right extension cord for the job. Before you plug in, make sure that the

wattage rating of the extension cord you’re using is greater than the pull (or

power requirement) of the equipment it’s powering. Using an extension cord to

supply more wattage than it’s rated for can cause conductor strain, overheating,

and possibly even fire.

4.1.4.2.5 Chemicals: This is aCommercial Complex with Multiplexproject no chemical container/tanker shall

be allowed insidethe project.

The chemical hazard includes the following:

• Causing fire, explosion.

• Release of harmful /toxic gas or particles.

• Splashing of hot corrosive or toxic liquid.

To prevent chemical hazard following measures shall be taken:

1. Use of safer chemicals as for as possible.

2. Keep material safety Data Sheet (MSDS) of all chemical.

3. Storage of chemical in appropriate container (which is safer for chemical)

4. Storage of chemical at defined place will spillage control system.

5. Proper environment like ventilation, temperature.

6. Use of chemicals by qualified and trained personals.

7. Use of personal protective equipment (PPE) during handing of chemicals.

8. Use of emergency procedures in case of leakage like

a) Fire fighting – for fire

b) Spillage treatment

c) First aid

d) Evacuation of area

For building projects only chemicals used are:

1. Cleaning agent (acid /caustic)

2. Insecticides

Cleaning agents can be treated by water.



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Insecticides shall be contained with specified space during sand & cotton and waste shall

be sent to TSDF.

The spray of insecticide shall be done by using gas mask.

4.1.4.2.6 Terrorism: All the preventive measures shall be taken as given in security plan.

4.1.4.2.7 Mechanical:

Mechanical hazards are created by powered operation of equipments or tools.

Mechanical hazards can occur at three locations:

1. Elevators

2. DG set room, Pump & motors room.

3. Vehicular Movement

Following preventive measures shall be taken.

1. Elevators shall be properly maintained with record book of maintenance.

2. Periodic replacement of critical components of elevator/ machine.

3. Proper training to operators of machines.

4. The protective guard will be installed at fan & motors.

5. There will be safe distance demarcation on heavy machines like cranes

(during construction)

6. Sign of danger at the hazard places.

4.1.4.2.8 Radiation:

The radiation hazard can be of two types:

• Ionizing Radiation (nuclear radiation)

• No ionizing radiation (non-nuclear radiation)

In the buildings in aCommercial Complex with Multiplex, radiation hazard is non

ionizing.

The radiation can be prevented in following manner:

1. Shielding of radiation.

2. Safe distance from radiation source.

3. Sign of radiation hazard at vulnerable areas.

4.1.4.2.9 Thermal:

Thermal hazards are objects or substances that transfer energy as heat.

Typical building can have following points of thermal hazard.

• Open flame



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• Boiling liquid

• Hot machines/ equipments

The thermal hazard can cause burn of skin, following preventive measures can be

taken:

1. The open flame area like mess shall be restricted.

2. Water heaters shall be properly insulated and safe distance & guard will be

installed.

3. D.G set room will have restricted entry.

4. Operators in the thermal hazard area shall be provided with protective gears

like gloves, goggles etc.

5. For emergency first acid room will be maintained.

4.1.4.3 Emergency Response Procedure

After all the preventive measures for any emergency following infrastructure shall be

provided.

1. Administrative office shall also make an Emergency Control Room.

2. Assembly area shall be demarked for each type of flats.

3. Communication system shall be installed in the project which includes

intercom and public addressing system.

4. Fire alarm shall be installed at vulnerable place.

5. The evacuation plan of each building shall be displayed at each floor of

respective building.

6. The safe zones (at the time of emergency) on map shall be displayed at

different locations.

7. First Aid facility shall be made available at Control room.

In case of emergency following action shall be taken.

1. The emergency shall be declared in case of following:

i) Fire alarm buzzing (Fire hazard)

ii) Vibration/Earthquake feeling (Earthquake)

iii) Water logging in the project above 30 cm (Flood)

iv) Any unusual smell of gas or suffocating feeling (Chemical leakage)

v) Security alarm from main gate. (Security risk/Terrorism)

2. On declaration of emergency communication shall be made to staff and visitor

for any type emergency

3. All the staff & visitor of the affected area shall be moved to safe zone

4. The control measures shall be done as per the emergency action plan for each

type of hazard.



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5. All the members of disaster management cell shall take charge of their

respective duties.

6. Outside help like fire tender, police ambulance etc. shall be called by site

controller or Incident controller.

4.1.4.4 Recovery Procedure

The recovery procedure will depend on the type of emergency. Recovery procedure

shall be followed by engineering section to restore the essential services like electricity,

water, telephone, food items.

4.1.5 Offsite Emergency Plan

If an accident take place in the project and its effect are felt outside the project, the

situation thus created is called an offsite emergency. In this case off site emergency is

not applicable.

4.1.6 Security plan

An ISO 27001 and 27002, which are the international best practice information security

management standards, defining and guiding Information Security Management System

(ISMS) development shall be adopted. These will provide the necessary benchmarking

for individual users to know the type of cover and the responsibilities that are defined

and provided by that institution for its guests. Most importantly, training, to staff needs

to be regularly imparted in dealing with such situations.

1. Manual Checks: At all gates the visitors and guest shall be manually checked

and asked for ID’s.

2. CCTV:At all important location with a remote viewing facility and record back

up. With highest resolution and picture quality. DVR being the back bone, its

recording and replaying capabilities must be considered.

3. Video Door Phone System: VDP equipment with associated telephone wiring

shall be provided for all flats having color view screen.

4. Central Control Room: This will control the security system from inside.

5. Communication Systems: Proper communication system to security staff shall

help them to coordinate better during emergencies.

Training and Security Drills (including Surveillance System)

Disaster planning is the responsibility of all sections of the community. The police, fire

brigade, civil defence, Home Guards, press, clergy, industrial groups, and community

groups must participate in the pre-disaster planning. The community as a whole has the

responsibility to teach first aid to groups in the community that could be utilized in

disaster situations. The disaster may involve the normal communication network itself.



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Therefore, two-way radio systems and messenger systems must be included as backups

in the event of a communication-system failure.

Proper training, security drill and evacuation drill shall be conducted in a defined time

period, so as to train the management people, security personnel’s, senior staff and all

other working staff in the Commercial Complex with Multiplexproject to take control of

all odds what so ever come in the way. These trainings shall be conducted for use of

weapons and Arms by some trained agencies for the said trainings. The training shall be

done periodically.

Making of Standard Operating Procedures

A standard operating procedure manual shall be prepared, followed and maintained

for all the eventualities due to attack by armed intruders.

Emergency Response Team

The disaster management cell shall act as an emergency response team shall be formed

in the project which will comprise of persons from Internal Control room personnel,

security staff,trainers, Police Control, Army official, Nearest Hospital Management, Fire

officer to take control of any eventuality if comes in the project.

4.2 EVACUATION PLAN Standard operating procedures will be formulated and maintained for all eventualities

due to attack by armed intruders.

Evacuation plan includes the evacuation due to

• fire hazard in the project

• Armed Intrusion

• Flood

• Earthquake

During any of the above-mentioned hazards, the evacuation will be as follows:

INFORM CONTROL ROOM

INFORM CONCERNED AGENCY

SUGGEST EVACUATION PLAN

SHIFTING RESIDENTS TO INTERNAL SAFE AREA

FIRST AID

TRANSPORT INJURED TO NEAREST HOSPITAL

TRANSPORT PEOPLE TO SAFE PLACE



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CALL NECESSARY HELP

Communication

The communication system is useful for rapid notification to appropriate units and

expeditious implementation of relief procedures. The fire brigade and metro police

units are linked through a wireless communication network. Additional channels of

communication are now available through personal cell phones. Use of personal cell

phones will not be restricted during disasters.

On-site crowd control and information management

Disasters usually attract crowds consisting of curious bystanders, onlookers,

overenthusiastic volunteers, and self-styled advisers. In general, this hampers rapid

triage and transport. The primary responsibility for crowd management is with the

police. When a call is received at any of the control rooms, the information is passed on

to the local police. The police contingent which arrives on the scene has the primary

responsibility for crowd control.

During construction Phase During Operation Phase

• Safety nets shall be provided at appropriate level and various shafts/ openings would be covered to prevent falls, slips, trips etc.

• Necessary safety belts, helmets and eye-masks as required are enforced at site.

• Adequate guardrails shall be provided to the staircases and common areas.

• Adequate guardrails/ fences shall be provided around the water storage spaces to prevent drowning accidents.

• Adequate protection/ fence shall be provided around the excavated areas.

• The machinery and the equipments shall be regularly tested and maintained with the specific emphasis against accidents failures.

• The deployed Safety officers ensure that the personnel/ labour shall be kept at a safe distance from working machinery to avoid accidents/ injuries due to toxic gases/ chemical/ noise.

• Moving parts of various parts of machineries/ equipments shall be properly guarded.

• The project is located at Seismic Zone IV. Structural designing will be done as per best structural engineering practices complying with all the applicable codes / standards. Also we have received the structural stability certificate.

• Proper designing of drainage system for domestic as well as storm water shall be provided.

• Rain water harvesting structures will have provision of storage.

• Fire Protection system shall be designed as per requirements of National Building Code – 2016

• Proper Fire evacuation system shall be provided.

• Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be complied.

• Elevators shall be properly maintained with record book of maintenance.

• Periodic replacement of critical components of elevator/ machines.



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• Required fire extinguishers shall be provided at the construction site.

• Arrangements for clean drinking water shall be made.

• Rest rooms and first aid facilities shall be made available for the workers.

• Fire Protection system shall be designed as per requirements of National Building Code – 2016.

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