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Page 1: 1. FORM-I & IAenvironmentclearance.nic.in/writereaddata/EIA/... · E-mail rajeshkushwaha@omaxe.com Telephone No. 9711800211 Fax no. 16. Details of Alternative Sites examined, if any

1. FORM-I & IA

Page 2: 1. FORM-I & IAenvironmentclearance.nic.in/writereaddata/EIA/... · E-mail rajeshkushwaha@omaxe.com Telephone No. 9711800211 Fax no. 16. Details of Alternative Sites examined, if any

“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

APPENDIX I

(See paragraph – 8.9)

FORM 1

I. Basic Information

S.No. Item Details

1. Name of the project/s “Residential Cum Commercial Complex”

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

Plot Area: 43133.351sqm

Total Built-up Area: 86202.63 sqm

4. New/ Expansion/

Modernization

New

5. Existing Capacity/ Area etc. Not Applicable

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

7. Does it attract the general

condition? If yes, please specify.

No

8. Does it attract the specific

condition? If yes, please specify.

No

9. Location Sector-79

Plot/ Survey/ Khasra No.

Village Bhatola

Tehsil -

District Faridabad

State Haryana

10. Nearest railway station/ airport

along with distance in kms.

Faridabad new town railway station -4.5

km WSW

Indra Gandhi international airport – 29

Km NW

11. Nearest Town, city, District

Headquarters along with

distance in kms.

Faridabad

12. Village Panchayats, Zilla

Parishad, Municipal

Corporation, Local body

(complete postal addresses with

telephone nos. to be given)

Municipal Corporation of Faridabad

13. Name of the applicant M/s Robust Buildwell Pvt. Ltd.

14. Registered Address 632, Sector 21A, Faridabad, Haryana

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

15. Address for correspondence: 7, LSC Kalkaji, New Delhi-110019

Name Rajesh Kushwaha

Designation

(Owner/Partner/CEO)

Authorized Signatory

Address 7, LSC Kalkaji, New Delhi

Pin Code 110019

E-mail [email protected]

Telephone No. 9711800211

Fax no.

16. Details of Alternative Sites

examined, if any. Location of

these sites should be shown on a

topo sheet.

The land has been allotted by DTCP

Haryana vide license no. 62 of 2012 & 17 of

2012 for land measuring 8.571 acre &

2.09375 acre respectively for setting up

Residential cum Commercial complex.

Hence no alternative site examined.

Topographical map is given in environment

report.

17. Interlinked Projects No

18. Whether separate application of

interlinked project has been

submitted?

Not Applicable

19. If yes, date of submission Not Applicable

20. If no, reason Not applicable

21. Whether the proposal involves

approval/clearance under: if

yes, details of the same and their

status to be given.

(a) The Forest (Conservation)

Act, 1980?

(b) The Wildlife (Protection)

Act, 1972?

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

1991?

Clarification regarding non applicability of

forest laws on project site.

Not Applicable

Not Applicable

22. Whether there is any

Government Order/ Policy

relevant/ relating to the site?

Area restricted for ground water extraction. NCR master plan is applicable.

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

24. Whether there is any litigation

pending against the project and/

Page 4: 1. FORM-I & IAenvironmentclearance.nic.in/writereaddata/EIA/... · E-mail rajeshkushwaha@omaxe.com Telephone No. 9711800211 Fax no. 16. Details of Alternative Sites examined, if any

“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

or land in which the project is

propose to be set up?

(a) Name of the Court

(b) Case No.

(c) Orders/ directions of the

Court, if any and its

relevance with the

proposed project.

Not Applicable

Not Applicable

Not Applicable

II. Activity

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)

Yes The land has been allotted by

DTCP vide license no. 62 of 2012

& 17 of 2012 for land measuring

8.571 acre & 2.09375 acre

respectively for setting up

Residential cum Commercial

complex, Hence no alternative

site examined.

Presently the land is vacant land

which will be converted into

residential cum commercial

colony, Hence permanent

change in land use will occur.

1.2 Clearance of existing land,

vegetation and buildings?

Yes There is no distinct vegetation at

site except few grass & bushes,

hence no clearance of existing

land required.

1.3 Creation of new land uses?

Yes Land has been allotted for the

development of residential cum

commercial colony, thus there

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

will be change in land-use from

vacant to residential cum

commercial colony.

1.4 Pre-construction

investigations e.g. bore

houses, soil testing?

Yes Pre-construction geotechnical

report has been carried out.

1.5 Construction works?

Yes

Construction will be done as per

approved Building Plan/ Master

Plan.

1.6 Demolition works? No Demolition work is not required.

1.7 Temporary sites used for

construction works or

housing of construction

workers?

No Not required as the labour will

be hired from nearby area.

1.8 Above ground buildings,

structures or earthworks

including linear structures,

cut and fill or excavations

Yes Above ground the building shall

be elevated upto maximum

height of 60.0 m and excavation

will be done upto 2 levels.

1.9 Underground works including

mining or tunneling?

No It is a Residential cum

commercial complex hence no.

underground works are

required except for excavation

of basement.

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 No production or

manufacturing will be done as

the proposed project is

construction of residential cum

commercial complex.

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

1.14 Facilities for storage of goods

or materials?

Yes During Construction Phase: (I) Separate raw material yard shall be made with (II) Cement shall be stacked under covered under bales. (III)Sand shall be stacked under tarpaulin cover (IV)Brick and steel shall be kept in open space. During Operation Phase: As the project is a residential

cum Commercial Complex, the

raw material will be food,

stationary & other household

items which will be stored in

respective plots, Commercial

and community site only.

1.15 Facilities for treatment or

disposal of solid waste or

liquid effluents?

Yes

During Construction phase: Total 100-150 labours shall work during the construction phase and hence the solid waste generation shall be 23 kg/day which shall be disposed off at municipal solid waste site. Excavated soil generated for basement development will be approx. 109750 cu m. which will be used for levelling and back filling. Top soil will be preserved and shall be reused for landscaping to the extent possible The waste water generated shall be discharged to septic tank via soak pit. During Operation Phase: Solid waste of approx. 2252 Kg/day shall be generated. The total waste water generated shall be 262 KLD which will be treated in in-house STP of 320 KLD.

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

Details of Water Management &

Solid Waste Management are

given in Environment

Management Plan.

1.16 Facilities for long term

housing of operational

workers?

No

During Construction Phase:

The workers during

construction phase will be hired

from nearby areas and hence no

need of provision of housing.

Only temporary rest rooms

would be provided.

During Operation Phase:

As it is a Residential cum

Commercial Complex, staff will

only be needed in the Shop, Shops

cum offices. Most of the staff will

be from the complex itself. Other

staff like servants or maintenance

staff will be from the nearby

areas.

1.17 New road, rail or sea traffic

during construction or

operation?

No

No new road, rail or sea traffic is

proposed.

Existing routes, transportation

facility will be used for

transportation.

1.18 New road, rail, air waterborne

or other transport

infrastructure including new

or altered routes and stations,

ports, airports etc?

No Railway Station: Faridabad

new town railway station -4.5

Km WSW

Airport: IGI -29 Km NW

Highway: NH-2 -4Km W

1.19 Closure or diversion of

existing transport routes or

infrastructure leading to

changes in traffic movements?

No No such closure or diversion of

existing transport is required.

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

1.20 New or diverted transmission

lines or pipelines? No

No new or diversion of

transmission lines or pipelines

would be done.

1.21 Impoundment, damming,

culverting, realignment or

other changes to the

hydrology of watercourses or

aquifers?

No

No impoundment, damming,

culverting, realignment or other

changes to the hydrology of

surface watercourse is required.

1.22 Stream crossings? No

No stream crosses the project

site.

1.23 Abstraction or transfers of

water from ground or surface

waters? No

No abstraction of ground water

is required. It will be done only

after getting permission from

the GCWA.

1.24 Changes in water bodies or

the land surface affecting

drainage or run-off?

No

There will be no changes in

water bodies of the land surface

effective drainage or run-off.

1.25 Transport of personnel or

materials for construction,

operation or

decommissioning?

Yes During Construction phase: Materials during construction phase shall be transported by truck, trolley etc. During Operation Phase: Car, two-wheeler, bus 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

1.28 Influx of people to an area in

either temporarily or

permanently?

Yes During Construction phase: Influx of people will be in the

form of 150 nos. labourers

during construction phase.

During operation phase: As

this is the residential cum

commercial complex project the

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

influx of people is envisaged in

the form of resident- 820, staff

(Shop Cum Office)-3051, shop

staff-465, and visitors will be

2007.

1.29 Introduction of alien species? No Not Applicable

1.30 Loss of native species or

genetic diversity?

No There will be no loss in native

species or genetic diversity at

site. As very few vegetation’s

exists at site including buses &

grasses. Which will be cleared at

the time of construction.

1.31 Any other actions? No Not Applicable

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

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

renewable or in short supply):

S.No. Information/checklist

confirmation

Yes/No Details thereof (with

approximate quantities /rates,

wherever possible) with source

of information data

2.1 Land especially undeveloped or

agricultural land (ha)

Yes Plot Area – 43133.351 Sq m (10.65863) of undeveloped land has been granted by DTCP Haryana vide license no. 62 of 2012 & 17 of 2012 for land measuring 8.571 acre & 2.09375 acre respectively for setting up Residential cum Commercial complex at Sector-79, Faridabad, Haryana.

Copy of license is enclosed as Annexure-II.

2.2 Water (expected source &

competing users) unit: KLD Yes

Source and during construction

phase: Water during construction

phase shall be taken from tanker

water supplier which supply

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

treated water from STP of nearby

area.

Source & Quantity During

Operation Phase: The ultimate

source of water will be through

Municipal Supply. Total water

requirement will be 346 KLD out

of which 187 KLD will be fresh

water. Rest of the 159 KLD water

requirements will be fulfilled by

the treated water and excess

treated water 77 KLD will be given

to tanker supplier.

Detailed water Management &

water Balance are given in the

Environment Management Plan.

2.3 Minerals (MT) No Not Applicable

2.4 Construction material – stone,

aggregates, sand / soil (expected

source – MT)

Yes Building materials will be sourced

from indigenous supply.

2.5 Forests and timber (source –

MT) Yes

Wood for Doors shutters/

furniture, windows will be used as

per the requirement.

2.6 Energy including electricity and

fuels (source, competing users)

Unit: fuel (MT), energy (MW)

Yes Source of power supply –

Power requirement: 4712 KW

DG Sets: 4X 1000 KVA, 1x 500 KVA

& 1x 250 KVA for emergency

backup only.

Fuel: Low sulphur Diesel

2.7 Any other natural resources (use

appropriate standard units)

No Not Applicable

3. Use, storage, transport, handling or production of substances or materials,

which could be harmful to human health or the environment or raise

concerns about actual or perceived risks to human health.

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

S.No. Information/Checklist

confirmation

Yes/No Details there of (with

approximate quantities/rates,

wherever possible) with source

of information data

3.1 Use of substances or materials,

which are hazardous (as per

MSIHC rules) to human health or

the environment (flora, fauna,

and water supplies)

No No storage of hazardous

substances (as per MSIHC rules)

will be done however, 52

ltr/month used oil from DG sets

will be generated. Proper

management of Used oil shall be

taken care of. Details are given in

Environment Management Plan.

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 during operational phase.

There will be no stagnation of

water or accumulation of water

outside or within the complex.

3.3 Affect the welfare of people e.g.

by changing living conditions?

Yes During Construction phase: This

project provides employment to

about 150 local labors during

construction phase.

During Operation Phase: As it is

a residential cum commercial

complex which includes

commercial area, Dwelling Unit &

community sites also. There shall

be generation of direct & indirect

employment for the people of the

colony and the nearby area.

3.4 Vulnerable groups of people

who could be affected by the

project e.g. hospital patients,

children, the elderly etc.,

No No, vulnerable groups of people

will be affected.

3.5 Any other causes No None

4. Production of solid wastes during construction or operation or

decommissioning (MT/month)

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

S. No. Information/Checklist

confirmation

Yes/

No

Details thereof (with approximate

quantities/rates, wherever possible)

with source of information data

4.1 Spoil, overburden or mine

wastes No

Not applicable

4.2 Municipal waste (domestic

and or commercial

wastes)

Yes

During Construction phase:

Solid waste during construction phase will

be 23 kg/day which shall be disposed off at

municipal solid waste site.

During Operation Phase:

Approx. 1197 Kg/day of solid waste shall

be generated from the complex during

operational phase.

Detailed Solid Waste Management is given

in Environment Management Plan.

4.3 Hazardous wastes (as per

Hazardous Waste

Management Rules)

Yes During Construction phase:

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.

During Operation Phase:

52 Lt/day used oil generated from diesel

generators 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 16 Kg / day dried sludge will be

generated from STP within complex and

this sludge will be passed through filter

press where it will be dewatered/ dried &

form a cake and then will be used as

manure in green areas and excess will be

given to farmers/ nurseries.

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

4.7 Construction or demolition

wastes

Yes Excavation soil generated will be approx.

109750 Cubic Meter which will be used for

backfilling and levelling of land.

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 No During Construction phase:

No E-waste shall be generated.

During Operation Phase: 5 Kg/month E-

waste shall be generated. It shall be given to

approved recycler of SPCB.

Battery waste shall be 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)

S.No. Information/Checklist

confirmation

Yes/No Details thereof (with approximate

quantities/rates, wherever possible)

with source of information data

5.1 Emissions from

combustion of fossil fuels

from stationary or

mobile sources.

Yes The only source of emission from

combustion of fuel will be DG sets of

4x1000 KVA, 1x 500 KVA & 1x 250 KVA

capacity. Hence to avoid the emissions

adequate stack height of 6m above roof

level for each DG set shall be provided

meeting all the norms of CPCB.

5.2 Emissions from

production processes

No Not Applicable

5.3 Emissions from

materials handling

including storage or

transport

Yes

Dust would be generated during

construction from the movement of

transport vehicles. The effect will be

restricted to construction phase only.

Page 14: 1. FORM-I & IAenvironmentclearance.nic.in/writereaddata/EIA/... · E-mail rajeshkushwaha@omaxe.com Telephone No. 9711800211 Fax no. 16. Details of Alternative Sites examined, if any

“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

Water sprinklers will be used for dust

suppression.

5.4 Emissions from

construction activities

including plant and

equipment No

RMC shall be used for the project. Dust

emissions are 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.

5.5 Dust or odours from

handling of materials

including construction

materials, sewage and

waste

Yes

During loading & unloading of

construction material, dust will be

generated. Water will be sprinkled and

tarpaulin cover shall be provided over

stored raw material to reduce dust

emission. Treated water will be used

within the complex.

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

Not applicable

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

S.N

o.

Information/Checklist

confirmation Yes/N

o

Details thereof (with approximate

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

Yes During construction, the equipment such

as mixer machines, bulldozers, cranes,

compactors will be used which will be of

highest standard and adhered to

international standards. These standards

itself will take care of noise pollution

control/ vibration control and air

emission control. Hence an insignificant

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

impact due to construction machinery is

envisaged.

Apart from this, the construction

activities will be restricted to daytime

only.

Source of noise in the operational phase

will be DG sets. The D.G. Sets installed

shall be kept acoustically enclosed and

will be used during Power failure only.

6.2 From industrial or similar

processes No Not applicable

6.3 From construction or

demolition Yes

Due to the various activities there will be

short-term noise impacts in the

immediate vicinity of the project site.

It will be restricted to day time only.

6.4 From blasting or piling No Not Applicable

6.5 From construction or

operational traffic

Yes Some amount of noise will be generated

from vehicular movement in the

operational phase.

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:

S.No. Information/Checklist

confirmation

Yes/

No

Details thereof (with approximate

quantities/rates, wherever possible)

with source of information data

7.1 From handling, storage, use

or spillage of hazardous

materials No

The hazardous waste generated will be

Used oil only and it will be stored in HDPE

drums and kept in covered rooms under

lock and key and will be sold to

authorized vendors only. Special care will

be taken to prevent leakages and spills.

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

7.2 From discharge of sewage or

other effluents to water or the

land (expected mode and

place of discharge)

No STP of 320 KLD will be installed for

treating waste water. Treated water will

be reused in flushing, gardening, cooling

& Misc. And Excess treated water will be

given to tanker water supplier.

7.3 By deposition of pollutants

emitted to air into the land or

into water

No

Waste water shall be treated in STP

within the complex and treated water

will be reused.

7.4 From any other sources No None

7.5 Is there a risk of long term

buildup of pollutants in the

environment from these

sources?

No None

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

could affect human health or the environment.

S.No. Information/Checklist

confirmation

Yes/

No

Details thereof (with approximate

quantities/rates, wherever possible)

with source of information data

8.1 From explosions,

spillages, fires etc from

storage, handling, use or

production of hazardous

substances

No

During Construction Phase:All

appropriate measures shall be taken to

avoid accidents.

During Operational Phase:

Proper Disaster management & fire

fighting system will be installed at site.

8.2 From any other causes

No

During Construction Phase: 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

supervisors and labours involved in

construction activity.

8.3 Could the project be

affected by natural

disasters causing

environmental damage

(e.g. floods, earthquakes,

Yes

The area under study falls in Seismic

Zone-IV, according to the Indian

Standard Seismic Zoning Map. Suitable

seismic coefficients in horizontal and

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“Residential Cum Commercial Complex” at Sector-79, Faridabad, Haryana

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

landslides, cloudburst

etc)?

vertical directions respectively, will be

adopted while designing the structure.

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

which could lead to environmental effects or the potential for cumulative

impacts with other existing or planned activities in the locality.

S. No. Information/Checklist

confirmation

Yes/

No

Details there of (with approximate

quantities/rates, wherever possible)

with source of information data

9.1 Lead to development of

supporting facilities,

ancillary development or

development stimulated

by the project which could

have impact on the

environment e.g.:

• Supporting

infrastructure (roads,

power supply, waste or

waste water treatment,

etc.)

• Housing development

• Extractive industries

• Supply industries

• Other

Yes

No

No

No

No

Infrastructure like Roads, power

network already exist in the area. STP

of 320 KLD will be installed for the

treatment of wastewater.

None

None

None

None

9.2 Lead to after-use of the

site, which could have an

impact on the

environment

No

Proper care shall be taken to avoid any

adverse impact on the environment

9.3 Set a precedent for later

developments

Yes Proper and Planned development of

the project Area.

9.4 Have cumulative effects

due to proximity to other

existing or planned

projects with similar

effects

No No impact

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III. Environmental Sensitivity

S.

No.

Areas Name/

Identity

Aerial distance

(within 15 km.)

from Proposed

project location

boundary

1 Areas protected under

international conventions,

national or local legislation for

their ecological, landscape,

cultural or other related value

Asola wild life

sanctuary

13.5 Km NW

2 Areas which are important or

sensitive for ecological reasons -

Wetlands, watercourses or

other water bodies, coastal

zone, biospheres, mountains,

forests.

WATERBODY

Yamuna river 8Km NE

Barkhal lake

Bhardwaj lake

6.3 Km NW

12 Km NW

CITM lake 11Km NW

Bhuria nala 6.8Km NW

Forests

Raipur RF 8.3 Km NE

Shikargarh RF 9.9Km ENE

Mujari subminor

4Km SE

3 Areas used by protected,

important or sensitive species

of flora or fauna for breeding,

nesting, foraging, resting, over

wintering, migration

No

4 Inland, coastal, marine or

underground waters

No

5 State, National boundaries Haryana UP State

boundry

9 Km NE

Haryana Delhi

state boundary

12.0 Km NW

6 NH -02 4.0 Km W

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Routes or facilities used by the

public for accessto recreation or

other tourist, pilgrim areas.

Chaudhary

charan singh

marg

1.6 Km W

7 Defense installations No

8 Densely populated or built-up

area

Village Bhataula 0.7Km NE

9 Areas occupied by sensitive

man-made land uses

(hospitals, schools, places of

worship, community facilities)

Ghai hospital in

sec 10

2.6 Km WSW

Post office in

Barauli

1.4 Km SW

Reserve bank in

sec 07

Faridabad

4 Km SW

ICICI bank 3 Km WNW

10

Areas containing important,

high quality or scarce

resources(Ground water

resources, surface resources,

forestry, agriculture, fisheries,

tourism, minerals)

No

11 Areas already subjected to

pollution or environmental

damage. (Those where existing

legal environmental standards

are exceeded)

No

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)

Study area is a

part of seismic

zone –IV

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APPENDIX II

(See paragraph 8.9)

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

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever

necessary attach explanatory notes with the Form and submit along with

proposed environmental management plan & monitoring programme)

1. LAND ENVIRONMENT

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

1.1 Will the existing land use get

significantly altered from the

project that is not consistent with

the surroundings? (Proposed

land use must conform to the

approved Master Plan /

Development Plan of the area.

Change of land use if any and the

statutory approval from the

competent authority be

submitted).

Attach Maps of

(i) Site location

(ii) Surrounding features of the

proposed site (within 500

meters)

(iii) The site (indicating levels &

contours) to appropriate scales.

If not available attach only

conceptual plans.

The Proposed project site is located at

sector-79, Faridabad, Haryana.

Yes, the proposed development is

conformed to master plan of the area.

The land is a vacant land it will be developed into a Residential cum Commercial Complex having residential plots & commercial area. So there will be permanent change in land use from vacant land to a Residential cum commercial complex. The developments also conform to the master plan of the area.

Map showing vicinity around the site is enclosed.

The site location on Google Map is

given in environment report.

Conceptual plan is enclosed as

Annexure-I

1.2 List out all the major project

requirements in terms of the

Land area,

Built up area

Water consumption

Plot Area –43133.351 sq m (10.65863

Acre)

86202.63 sq m

346 KLD

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Power requirement

Connectivity

Parking needs etc.

4712 kw

Parking Required:- 1007 ECS

Parking Provided:- 1008 ECS

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 construction is

Residential Cum commercial complex

building.

During construction of building,

proper care will be taken to minimize

the dust effects. There would be no

such impacts of the proposed activity

on the existing facilities adjacent to the

proposed site.

1.4 Will there be any significant land

disturbance resulting in erosion,

subsidence & instability?

(Details of soil type, slope

analysis, vulnerability to

subsidence, seismicity etc may be

given).

Soil Type:

Silty Sand

Slope Analysis:

The project area possesses fairly plain

terrain.

Erosion / Subsidence:

Proper greening & paving of area will

not cause any soil erosion problem

and subsidence.

Seismicity:

Seismic zone-IV, for which appropriate

safety measures shall be taken.

1.5 Will the proposal involve

alteration of natural drainage

systems?

(Give details on a contour map

showing the natural drainage

near the proposed project site)

At the proposed site sewer line and

storm water drainage connection is

available. Thus the proposed project

activities will not cause any alteration

of natural drainage system

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 about

109750 Cubic Meter (Approx.) will be

excavated in order to provide 2 level of

Basement & foundation. This

excavated soil/ rock will be properly

stacked within the site under tarpaulin

cover and will be reused for backfilling

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fill materials from outside the

site etc.)

purpose. The top soil will be preserved

separately and will be used for

landscaping purpose only and the

excess excavated soil will be given to

nearby construction site. Hence, no

immediate adverse impacts on the

land environment are envisaged.

1.7 Give details regarding water

supply, waste handling etc.

during the construction period.

Water Supply:

During construction stage, water will

be sourced through tanker suppliers.

Which will provide treated water from

nearby STP/HUDA.

Waste Generation / Handling:

Soil excavated will be reused for

backfilling and the fertile top soil will

be reused for horticultural purpose.

For construction labourers, proper

sanitary facilities & wash areas will be

constructed and good hygienic

conditions will be maintained.

1.8 Will the low lying areas &

wetlands get altered?

(Provide details of how low lying

and wetlands are getting

modified from the proposed

activity)

No low lying and wetland area exists 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 leveling/back

filling. Waste concrete will be reused

as aggregate in construction process.

Mobile toilets & drinking water for

construction labour will be provided.

The sewage and waste water

generated during construction phase

will be channelized to sewer line of the

area.

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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 will be 346 KLD. The

break-up details are given in EMP.

Water requirement will be met by

HUDA Supply.

Water Balance Diagram is given in

Environment Report.

2.2 What is the capacity (dependable

flow or yield) of the proposed

source of water?

HUDA is the proposed source of water

supply 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)

The quality of water complying with

IS: 10500 is required. In case, if

municipal water is not available,

ground water will be taken after

permission from CGWB.

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)

The total waste water generation will

be 262 KLD. Which will be treated in-

house Sewage Treatment Plant of 320

KLD capacity. The treated water

reused in Gardening, flushing, cooling

& Misc. purpose within the project

premises.

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.

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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)

Since there is no production or

manufacturing of goods involved, the

only wastewater generation is

estimated to be 262 KLD. Which will

be treated in Sewage Treatment Plant

of 320 KLD capacity The treated

water will be reused for gardening,

flushing, cooling & Misc. purpose.

2.7 Give details of the water

requirements met from water

harvesting? Furnish details of

the facilities created.

There will be 10 rain water

harvesting pits at the proposed site.

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?

As the land is an open land, hence,

surface run off will create no water

logging during rainy days, however

after construction of complex; the

same will be used to recharge the

ground.

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,

and approvals obtained from

competent authority, if any)

Rain water harvesting will recharge

the ground water; therefore there will

be no adverse impact on the ground

water.

2.10 What precautions/measures are

taken to prevent the run-off from

construction activities polluting

land & aquifers?

(Give details of quantities and

the measures taken to avoid the

adverse impacts)

During the construction phase, runoff

from the construction site will not be

allowed into the roadside. Adequate

measures will be taken to channelize

such run off and the same will be

disposed through existing storm

water drainage network.

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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)

Adequate measures will be taken to

channelize such storm water and the

same will be disposed through

existing storm water drainage

network.

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)

Proper sanitary facilities like

temporary toilets etc. will be

provided to labourers.

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)

Waste water during construction

phase for labours shall be discharged

into septic tank followed by soak pit.

262 KLD of waste water will be

generated from proposed project.

Which will be based on FAB

technology. Approx. 46 % water will

be reused.

2.14 Give details of dual plumbing

system if treated waste used is

used for flushing of toilets or

any other use.

Dual Plumbing line for using treated

water use will be provided in the

complex.

3. VEGETATION 3.1 Is there any threat of the project

to the biodiversity?

(Give a description of the local

ecosystem with its unique

features, if any)

Core Zone: Very few vegetation exists at site including few bushes and grasses which will be cleared at the time of construction. Buffer Zone:

Kachnar Mango Gulmohar

Ashok Bottle Brush

Kadam

Neem Imli Amaltas

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Palm Babool Kikar

3.2 Will the construction involve

extensive clearing or

modification of vegetation?

(Provide a detailed account of

the trees & vegetation affected

by the project)

Very few vegetation exists at site including few bushes and grasses which will be cleared at the time of construction.

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 work in. Within the proposed project site. Shelter belt area has been designed to achieve a blend between modern building and various species of plants, shrubs to create a clean, healthy and aesthetic environment that will provide a visual retreat and relaxation to the visitors of these buildings. To minimize the impact, the provision

of plantation area of 12940 sqm

(30%) area, 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 there is only some burrowing animals are seen, so in existing conditions 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.

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 within the proposed project

site, proper landscaping has been

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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 Landscaping will have direct

positive impact on the local avifauna,

hence, 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 present air quality of the area has

been measured.

The traffic will increase due to

operation of Complex. Increased

traffic generation of vehicles due to

project will not cause increase in

atmospheric concentration of gases

and do not result in heat island

formation.

D.G. Set of capacity 3X 1000 KVA will

be installed in the complex which will

be operated during power cut only.

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, odour will be generated at

site. Smoke will be generated from

operation of DG sets. Proper emission

standards will be maintained as per

CPCB guidelines.

5.3 Will the proposal create

shortage of parking space for

vehicles? Furnish details of the

present level of transport

The optimum parking provision is

proposed. Hence there will be no

shortage of parking space for vehicles.

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infrastructure and measures

proposed for improvement

including the traffic

management at the entry & exit

to the project site.

Total parking provision of complex is

1008 ECS.

5.4 Provide details of the movement

patterns with internal roads,

bicycle tracks, pedestrian

pathways, footpaths etc., with

areas under each category.

Maximum capacity of parking shall be

provided on surface & basement and

a proper route shall be provided for

the traffic movement as well as

pedestrian movement.

5.5 Will there be significant

increase in traffic noise &

vibrations? Give details of the

sources and the measures

proposed for mitigation of the

above.

To reduce/ avoid traffic following

steps will be taken:

1. Two way traffic movement

2. No honking zone

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 buildings.

5.6 What will be the impact of DG

sets & other equipment on noise

levels & vibration in & ambient

air quality around the project

site? Provide details.

DG Sets:

4x 1000 KVA, 1x500 KVA & 1x 250

KVA capacity

Fuel: Low sulphur H.S.D

Location of DG sets: Basement

D.G sets shall be bought acoustically

enclosed & placed in acoustically

treated room to reduce the noise from

D.G. Sets with proper stack height as

per C.P.C.B. norms to reduce the

impacts on air quality around the

project site. The noise emissions from

D.G. Sets shall be meeting the noise

level as per C.PC.B guidelines. Low

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Sulphur fuel will be used to run these

D.G. Sets. Vibrator pads will be used in

DG sets to minimize the vibration

effect

6. AESTHETICS

6.1 Will the proposed constructions

in any way result in the

obstruction of a view, scenic

amenity or landscapes?

Are these considerations taken

into account by the proponents?

No, the proposed construction in any

way will not result in the obstruction

of view, scenic amenity. However

proper landscaping will be done. This

will enhance the scenic beauty.

Yes, all the considerations have been

taken into account.

6.2 Will there be any adverse

impacts from new constructions

on the existing structures? What

are the considerations taken

into account?

No existing structure exists at the site

so there is no need of any

consideration.

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.

None

No, there is no anthropological or

archaeological site or artifacts near

the site.

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 residential

colony thus there will be influx of

population in the form of residents,

staffs & visitors. Thus there will be

some change in the demographic

structure of the area.

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7.2 Give details of the existing social

infrastructure around the

proposed project.

Ghai Hospital in sec 10 2.6 Km WSW

Post office in Barauli 1.4 Km SW

Reserve bank in sec 07

Faridabad

4 Km SW

ICICI bank 3 Km WNW

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, water, etc.

Energy efficient Building material will

be used.

Details of Energy Conservation

measures given in EMP.

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 pollution, noise

however it is minimized by covering

material by the tarpaulin and

ensuring PUC certificate of vehicles

and good condition silencers.

8.3 Are recycled materials used in

roads and structures?

State the extent of savings

achieved?

Not applicable.

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8.4 Give details of the methods of

collection, segregation &

disposal of the garbage

generated during the operation

phases of the project.

This solid waste will be disposed off

as per municipal solid waste

management and handling norms.

Details given in EMP.

9. ENERGY CONSERVATION

9.1 Give details of the power

requirements, source of supply,

backup source etc.

What is the energy consumption

assumed per square foot of built-

up area?

How have you tried to minimize

energy consumption?

Power Requirement: 4712 Kw

Source of Power: Dakshin Haryana Bijli

Vitran Nigam

Back-up Source: DG Sets: 4x 1000 KVA,

1x500 KVA & 1x 250 KVA capacity

Fuel: Low sulphur Diesel

DG sets shall be bought acoustically

enclosed and kept in acoustically treated

room.

Appropriate energy conservation

measures & management plan shall be

adopted in order to minimize the

consumptions of non-renewable fuel.

Details given in EMP.

9.2 What type of and capacity of

power back-up do you plan to

provide?

DG Sets:

4x1000 KVA, 1x500 KVA & 1x 250 KVA

capacity

Fuel: Low sulphur Diesel

All shall be installed to provide power

backup during power failures.

9.3 What are the characteristics of the

glass you plan to use?

Provide specifications of its

characteristics related to both

short wave and long wave

radiation?

Double reflective glass for external

facade shall be provided.

9.4 What passive solar architectural

features will be used in the

building?

Illustrate the applications made in

the proposed project.

Building design and envelope is

optimized through selection of

appropriate wall and roof construction

and through adoption of solar measures.

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Yes, the layout of building has been

designed to maximize the potential for

use of solar lighting per day devices.

9.5 Does the layout of streets &

buildings maximize the potential

for solar energy devices?

Have you considered the use of

street lighting, emergency lighting

and solar hot water systems for

use in the building? Substantiate

with details.

Yes, the layout of building has been

designed to maximize the potential for

use of solar lighting per day devices.

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?

Architectural measures have been

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 is minimized using solar

structure and suitable buildings envelop

material. Uses of incandescent lamp and

halogen lamps have been avoided and

energy efficient compact fluorescent

lamps & LED will be used for all common

area.

9.8 What are the likely effects of the

building activity in altering the

micro-climates?

Provide a self-assessment on the

likely impacts of the proposed

construction on creation of heat

island & inversion effects?

No significant effect is envisaged on the

surrounding environment of project.

Increased traffic generation and use of

D.G. Sets in the project will not cause

significant increase in atmospheric

concentration of gases and will not

result in heat island formation.

9.9 What are the thermal

characteristics of the building

envelope? (a) roof; (b) external

walls; and (c) fenestration?

Brickwork, plaster, stone work, double

insulated glass for external façade

S. No

BUILDING MATERIAL PROPOSED

‘R’ Values

‘U’ Values (in Watts/ Sq m. Deg C)

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Give details of the material used

and the U-values or the R values of

the individual components.

WITH U & R VALUES

(in Sq m. Deg C/ Watts )

1.

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

2.27 0.44

2.

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

3.83 0.26

3.

Glass (Double reflective glass)

0.30 3.3

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 will

be installed in the plant room.

Fire Hydrant System:

The hydrant ring main from fire pumps

header are running all around the

buildings with yard hydrants at suitable

intervals. Wet risers are tapped from

ring main and run along the shaft. Fire

hose cabinet is provided on all floors

with accessories.

Sprinkler System :

It is provided on all floor areas except

electrical rooms, server rooms.

Overhead water storage tank at roof is

connected to sprinkler system.

Fire Extinguishers :

Portable type class A, B & C fire

extinguishers will be provided at all fire

sensitive places.

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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 Heater system.

10. ENVIRONMENT MANAGEMENT PLAN

10.1 The Environment Management

Plan would consist of all

mitigation measures for each item

wise activity to be undertaken

during the construction, operation

and the entire life cycle to

minimize adverse environmental

impacts as a result of the activities

of the project. It would also

delineate the environmental

monitoring plan for compliance of

various environmental

regulations. It will state the steps

to be taken in case of emergency

such as accidents at the site

including fire.

Detailed Management Plan along

with Monitoring Plan has been given

in Environment Management Plan.

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2. ANNEXURE II : ENVIRONMENT REPORT

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2.1 EXECUTIVE SUMMARY OF THE PROJECT

Activities: The project will include:

Dwelling Unit

Shops

Shop Cum Office

Description & Details of Project: Project details are given in Table 4

Table 1: Project Details

S.No. Particulars Total

1. Type of Project Residential cum commercial

Complex

2. Category of the project Category B, Schedule 8(a)

3. Total Plot Area 43133.351 sq m

4. Ground Coverage (Permissible) (39.999%)

17253.34 sq m

5. Ground Coverage

(Proposed) (32.2045 %)

13890.9 sq m

6. F.A.R

(Permissible)

Commercial

(1.0005)

43154.917 sq m

Residential

(0.4995)

21545.109 sq m

Total Permissible F.A.R

(1.5)

64700.026 sq m

7. F.A.R

(Proposed)

Commercial

(0.82)

35525.24 sq m

Residential

(0.48)

20882.32 sq m

Total Proposed F.A.R

(1.3)

56407.56 sq m

8. Non F.A.R Area 2357.64 sq m

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9. Total Basement area 27437.43 sq m

Total Built up Area (FAR+

Non FAR+ Basement

Area)

86202.63 sq m

10. Green Area (30 %) 12940 sq m

11. Road Area 2302.45 sq m

12. No. of Floors G+18

13. No. of Towers 3

14. Levels of Basement 2 No.

15. Height of Tower 60 m

2.2 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION

Brief Description of the Nature of the Project:

The proposed project is development of “Residential Cum Commercial Colony”.

The project will be developed at Sector-79, Faridabad, and Haryana.

2.3 PROJECT DESCRIPTION

Land Use and Ownership of the site land

The land has been allotted by DTCP vide license no. 62 of 2012 & 17 of 2012 for

land measuring 8.571 acre & 2.09375 acre respectively for setting up Residential

cum Commercial complex at Sector-79, Faridabad, and Haryana.

The land use proposed at the site will be as given in Table 5:

Table 2 Landuse Area Details:

Land use Area (sq m) Percentage (%)

Ground coverage 13890.9 Sq m 32

Green Area 12940 sq m 30

Road Area 2302.45 sq m 5

Surface Parking Area 14000 sq m 33

Total Plot area 43133.35sq m 100%

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Location of the project with connectivity

2.3.2.1 Geographical Information of Site

Latitude Longitude Elevation

28°23'12.12"N 77°21'12.80"E 201 m

2.3.2.2 Map on Google & Connectivity

Location Map with site connectivity is given below:

32%

30%

5%

33%

Total Plot Area- 43133.351 Sqm

Ground Coverage

Green Area

Road Area

Surface Parking Area

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The connectivity to the site is given in Table 5:

Table 3: Connectivity to the Site

S.No. Accessibility Description Distance &

Direction

1. Highway/ Road NH -02 4 Km W

2. Railway Station Faridabad new town railway

station

4.5 Km WSW

3. Airport IGI airport 29 km NW

Project Site

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2.3.2.3 Topographical Map

The topographical Map is given below:

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2.3.2.4 Layout Plan

The layout plan is given below:

2.4 Resources

Water Resource Management

2.4.1.1 Present Quality

The present quality of the water environment has been accessed and is given in test

reports.

2.4.1.2 Water Requirement

During construction phase, treated water will be arranged on temporary basis

through the tankers water supply.

During operation phase, water requirement will be met through HUDA.

The total water requirement breakup for the complex is given in Table 6:

Table 4: Water Management

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S. No. Population Factor in LPCD

Requirement in KLD

Waste Water in KLD

1. Domestic

Residents 820 135 111

Staff (Shop Cum Office) 3051 45 137

Staff (Shops) 465 45 21

Visitor 2007 15 30

Total

6343

Domestic= 187

Flushing= 112

Domestic= 149

Flushing= 112

2. Gardening 35 Nil

3. D.G Cooling 10 Nil

4. Misc. 2 1

Total

346

262

To STP= 320 KLD

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WATER BALANCE

2.4.1.3 Source of Water

The water will be resourced through HUDA.

2.4.1.4 Disposal

Total waste water generated from domestic uses (i.e. 262 KLD) will be treated in

the STP of 320 KLD capacity from which 236 KLD treated water will be generated.

Out of which 159 KLD of the treated water will be re-used for flushing, gardening,

cooling & Misc. purposes and rest 77 KLD of treated water will be given to the

tanker water supplier for construction purposes.

Energy Resource Management

2.4.2.1 During Construction

DG sets of 62.5 KVA shall be used for Power supply during the construction phase.

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2.4.2.2 During Operation

During operation phase, 4712 KW of electric load from Dakshin Haryana Bijli

Vitran Nigam shall be supplied to the Complex. Power backup shall be provided

by DG sets of 4 X 1000 KVA, 1x500 KVA & 1x 250 KVA capacity.

2.4.2.3 Energy Load

S. No

Description No. of Units

Load/ Unit (Kw)

Total Load (Kw)

Diversity

Factor

Total Load after

demand (Kw)

1 Flat from 901 sq. ft to 1600 sq. ft

164 16 2624 0.5 1312

2 Shop Cum Office (143 plots, G+2 floors)

429 12 5148 0.5 2574

3 Shops 114 9 1026 0.5 616

4 Commercial area & Basement lighting

1 50 50 0.5 25

5 Lift 8 10 80 0.5 40

6 STP 1 50 50 0.5 25 7 Street Light 1 50 50 0.5 25 8 Plumbing System 1 100 100 0.5 50

9 Basement Ventilation 1 60 60 0.5 30

10 Fire Fighting System 1 30 30 0.5 15

Total Load In Kw 4712

2.4.2.4 Conservation

Following are the measures adopted to conserve the energy:

i. Day light provision shall be made by using openable windows (use of

sunlight in lieu of conventional power).

ii. We are proposing CFL lights only for common areas like corridors, lift, and

lobby.

iii. It is proposed t o have d r y type transformer located i n b a s e m e n t .

iv. Transformers will be having efficiencies as per ECBC Norms.

Solar Measures:

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

ii. Solar Water Heater will be used to meet 20 % of hot water requirement of

the complex.

18-20% Energy shall be saved by adopting such measures.

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Air Quality at Site

The present quality of the air has been accessed and is given in test reports .

Noise Quality at Site

The present Noise quality has been assessed and is given in test reports.

2.5 SITE ANALYSIS

Eco-sensitive areas with distance from project location The eco sensitive zones with distance from the project location are given in Table

7:

Table 5: Eco sensitive sites around the project site

Areas protected under

international conventions,

national or local legislation

for their ecological,

landscape, cultural or other

related value

Asola wild life sanctuary 13.5 km NW

Areas which are important or

sensitive for ecological

reasons - Wetlands,

watercourses or other water

bodies, coastal zone,

biospheres, mountains,

forests

Water sources or other

water bodies

Yamuna river

Barkhal lake

Bhardwaj lake

CITM lake

Bhuria nala

Ballabhgarh distributary

Agra canal

Chainsa distributary

Forests

Raipur RF

Shikargarh RF

Mujari subminor

8Km NE

6.3 Km NW

12 Km NW

11Km NW

6.8Km NW

4 Km WSW

1.5 Km W

4 Km NW

8.3 Km NE

9.9Km ENE

4Km SE

Areas used by protected,

important or sensitive

species of flora or fauna for

breeding, nesting, foraging,

resting, over wintering,

migration.

No

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Annual Windrose Diagram:

The Wind Rose Diagram of Annual Average (1991-2007) is given below:

Social Infrastructure available The social infrastructure available at site is given as under:

Table 6: Social Infrastructure near the project site

Hospital Ghai hospital in sec 10 Community Facilities Post office in barauli Banks ICICI Bank

2.6 km WSW 1.4 km SW 3 km WSW

2.6 PROPOSED INFRASTRUCTURE

Types of Buildings & Activities Proposed The proposed project will have a Dwelling Unit, Shop Cum Office & Shops.

2.7 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.

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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.

ENVIRONMENT MANAGEMENT DURING CONSTRUCTION

2.7.1.1 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 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:

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

suitable covering such as tarpaulin, etc and kept in and specific place.

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

anticipated.

To minimize the occupational health hazard, proper mask will be provided

to the workers who are engaged in dust generation activity.

The construction activity will obviously results in fugitive dusts. These fugitive

dusts will be controlled by carrying out construction by covering the boundary of

the proposed project site and as well by polythene cover to a particular height and

also by intermittent spraying of water.

2.7.1.2 WATER MANAGEMENT

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

will be maintained without any adverse impact on the environment. The water

required for curing and other construction purpose shall be arranged on

temporary basis from treated water from nearby STP.

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During the construction period, 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 will be disposed off

at the designated construction waste disposal location.

2.7.1.3 NOISE ENVIRONMENT

During the construction stage, expected noise level is in the range of 70 dB (A),

which decreases with increase in distance. Hence all the construction activities

will be carried out during the daytime.

As stated earlier, due to the construction activity undertaken for the project there

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

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

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

ambient air quality with respect to noise is adversely affected.

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

workers working around or operating the plant and machinery emitting high

noise levels. Operation of such plant or machinery shall strictly be prohibited

during night hours. Careful planning of machinery operation and scheduling of

operations shall be done to minimize such impact.

2.7.1.4 SOLID WASTE MANAGEMENT

During the construction, excavated soil will be approx. 109750 Cubic meter. This

soil will be used upto extent possible for backfilling, levelling & other purposes

and the rest will be stacked and disposed off in authorized recycler for recycling

the waste which shall not cause any disturbance to the surrounding environment.

Trucks to the site transport the construction materials. At site, it will be handled

manually and by tractor trolley. As most of the materials are dry solids, there is air

pollution during their handling at different stages for which all mitigation methods

will be adopted.

ENVIRONMENT MANAGEMENT DURING OPERATION

2.7.2.1 AIR ENVIRONMENT

DG sets of 4x 1000 KVA, 1x500 KVA & 1x 250 KVA Capacity will be installed for

emergency use during power failure. Proper stack height of 6m above the roof

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level will be maintained which will help in reducing the air pollution. The DG sets

will be installed with acoustic enclosure.

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

maintained, as given in Table 11:

Table 7: DG Set emission standards

D.G Sets

Capacity

No. PM

mg/Nm3

NOx

mg/Nm3

HC

mg/Nm3

CO

mg/Nm3

1000 KVA 4 75 887.5 100 50

D. G. Set.

Capacity

No. PM

gm/kw-hr

NOx

gm/kw-hr

SO2

gm/kw-hr

CO

gm/kw-hr

500 KVA 1 1 0.3 9.2 1.3

250 KVA 1 1 0.3 9.2 1.3

2.7.2.2 WATER MANAGEMENT

Total water requirement has been estimated to be 346 KLD for the proposed project

and will be met by HUDA supply. Water shall be used mainly for domestic, flushing,

gardening & Misc. purposes. Total quantity of wastewater generation will be 262 KLD

for the proposed project. The generated sewage will be treated in Sewage Treatment

Plant capacity 320 KLD based on FAB technology. The treated water 236 KLD shall be

generated from STP, out of which 159 KLD will be reused for flushing, gardening, D.G

Cooling & misc. purposes and 77 KLD Excess treated water shall be given to tanker

water supplier.

2.7.2.2.1 WASTEWATER TREATMENT

The Sewage Treatment Plant of 320 KLD based on FAB technology offered has

some distinct advantages over conventional activated sludge processes. The

scheme is proven, under a variety of operating conditions, and is highly flexible in

operation.

The characteristics of raw sewage and the characteristics required for the treated

water will be as given in Table 12 and Table 13 respectively.

RAW SEWAGE CHARACTERISTICS

Table 8

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The Sewage

Treatment Plant (STP) can give treated water, which can be reused for Flushing,

Gardening & Cooling purposes.

TREATED SEWAGE CHARACTERISTICS

Table 9

pH - 6.5 – 8.5

BOD mg / l <10

COD mg / l <60

TSS mg / l < 10

Oil & Grease mg / l < 10

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

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

Flow M3 / day 262

pH - 7.0 – 8.5

BOD mg / l 200-300

COD mg / l 400-500

TSS mg / l 100

Oil & Grease mg / l 10

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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 Ammonicals 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.

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2.7.2.2.2 HYDRAULIC FLOW DIAGRAM OF SEWAGE TREATMENT PLANT

2.7.2.2.3 TREATMENT PROCESS

The sewage is first passed through a Bar Screen Chamber & an Oil & Grease

Chamber where any extraneous / floating matter gets trapped.

The sewage is then collected in a Receiving Sump where the variations in flow

and characteristics are dampened, which otherwise can lead to operational

problems and moreover it allows a constant flow rate downstream. Here the

sewage is kept in mixed condition by means of coarse air bubble diffusion.

The equalized sewage is then pumped to the Fluidized Aerobic Bed Reactors

(FAB) where BOD/COD reduction is achieved by virtue of aerobic microbial

activities. The FAB reactors run in series. The oxygen required is supplied through

coarse air bubble diffusers.

The excess bio-solids formed in the biological process, which are separated in the

downstream Plate Settler Tank. The clear supernatant is sent to the tertiary

treatment section comprising of a Dual Media Filter and an Activated Carbon

Filter, and UV disinfections system. If needed Softener shall be provided.

The biological sludge generated from the FAB, which is settled in the Plate Settler,

is drained through the Filter Press.

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2.7.2.3 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. 10 nos. of RWH pits are proposed in the complex to recharge the ground

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

Scheme for Ground Water Recharging

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

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

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

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

Desilting Tank

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

rainwater. Desilting tank is like an ordinary container having provision for the

inflow, outflow and overflow. Apart from removing silt it holds the excess amount

of water till it is soaked up by the recharge structure. The bottom of tank will have

unpaved surface (layers of coarse sand) to allow standing water to percolate into

the soil. The rainwater collected in these desilting chambers shall be utilized for

horticulture.

Recharge well

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

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

pit will be filled with gravel and pebbles in three layers consisting of boulders,

gravel and coarse sand. The mouth of the UPVC pipe shall be protected to avoid

silt getting into it. The depth of the bore will depend on the soil condition/water

strata. The schematic diagram is enclosed.

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

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

will stabilize the groundwater table in the area.

2.7.2.3.1 RAIN WATER HARVESTING CALCULATION:-

Rain Water Harvesting Calculation:

Soil Quality : Silty Sand

Infiltration rate : 20.3 mm/hr

Porosity : 35%

Annual Rain fall : 723 mm

Peak Hourly Rain fall : 45 mm/hr

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No. of rain water harvesting pits : 10

Size of each pit: 3.5 m X 3.0 m

Table 10: Rain Water Harvesting Calculation

PARAMETERS / DATA / CALCULATIONS

I Areas

1 Total Site Area : 43133.35 sq m

2 Roof Areas : 13890.9 sq m

3 Road/Open Areas : 16302.45 sq m

4 Green Area : 12940 sq m

5 Size of Pits : Dia- 3.5 m and Depth-3.0 m

6 No. of Pits : 10 no.

S. No.

Description of Area

Area Considered (Sq. M)

Harvesting Factor / Collection Efficiency per area

Retention time capacity of recharge tank in 15 min (60 mm)

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

13890.9 sq m 0.85 11 130

2

Paved Surfaces, Roads & other Built-up Areas

16302.45 sq m

0.65 11 117

3 Lawns, Gardens & all other Open Areas

12940 sq m 0.20 11 28

GRAND TOTAL 43133.35 275

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2.7.2.4 NOISE ENVIRONMENT:-

The main sources of the noise pollution will be D.G sets. DG sets of 4x 1000, 1x500

& 1x 250 KVAcapacity will be installed in the complex which shall be bought

acoustically enclosed and shall meet the norms prescribed by CPCB. Planting of the

trees at the boundary of the Complex will help in reducing the level of the noise

within the Complex.

2.7.2.4.1 Noise Pollution Control System

DG sets of 4x 1000 KVA, 1x500 KVA & 1x 250 KVA Capacity will be installed for

power backup during power failure.

Location of DG sets: Basement

2.7.2.4.2 ACOUSTIC ENCLOSURE / TREATMENT

There are two methods to reduce noise from DG Sets.

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

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

ACOUSTIC TREATMENT:

(a) MAIN FRAME:

3’ 1.5” rectangular pipe will be used to make main frame of the panel covered with

18 gauge MS sheet from one side.

Insulation by Glass Wool:

3” thick glass wool pad of high density covered with tissue paper will be used for

absorption of sound.

Covering Layer:

Finally, the insulated material is covered with perforated galvanized (GI) sheet

(24SWG) to prevent damage to insulating material.

(b) AIR VENTILATION SYSTEM

The acoustic lining defined in above results in accumulation of heat generated by

DG Set. Therefore the temperature of the treated room may increase which may

adversely affect the life of DG Set. To overcome the said problem, a proper

ventilation system should be designed.

As per calculation of heat generated by DG Sets a regular fresh air is continuously

sucked from the enclosure with the help of two 20” axial fans. There have been

two 24” axial fans for the supply of fresh air. The pressure difference inside and

outside of the room has been less than 8 mm WG, which does not affect the normal

running condition of DG Sets.

(c) INSULATION OF AIR INLET AND OUTLET POINTS

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

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.

(d) INSULATED SERVICE DOOR

The maintenance and servicing of DG 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.

The schematic layout of acoustic enclosure is given below:

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ACOUSTIC TREATMENT FOR D. G. SET ROOM

2.7.2.5 PARKING MANAGEMENT:

A. Parking Required:

Parking required = Main Unit x 1.5 ECS

= 164 x 1.5 = 246

Commercial = FAR/50 =93 ECS

20% Visitors parking for Residential Area= 50

Total= 1007 ECS

B. Parking Provided:

Parking provided are 1008 ECS.

Table 11: Parking Calculation

Parking

Calculation

Area (sq m) Services

Area (sq m)

Net Parking

Area (sq m)

Factor Total

Parking

(ECS)

Basement Parking-1 13718.7 5878.7 7840 35 224

Basement Parking-2 13718.7 5878.7 7840 35 224

Surface Parking 14000 25 560

TOTAL Parking

Provision

1008

ECS

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2.7.2.6 WASTE MANAGEMENT

2.7.2.6.1 MUNICIPAL SOLID WASTE The Total population of Complex will be 6343 person for which 2252 kg/day solid

waste will be generate.

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

Table 12: Municipal Waste Management

Type of

Waste

Colours

of Bins

Category Disposal

Method

Total Waste

(Kg)

Organics Green Bio

Degradable

In Organic

Waste

Convertor

1576

Recyclable

Items

Blue Recyclable Recycler 676

Total 2252

2.7.2.7 Hazardous waste management

Table 13: 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

sledges. 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.

HAZARDOUS WASTE

Type of

Waste

Colours

of Bins Category Disposal Method

Total

Waste

Used Oil

Black

With

Label

Hazardous

Waste

Waste shall be collected in leak

proof containers at isolated place

and then it will be given to approved

52 lit/day

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2.7.2.8 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 has been developed along most of the periphery of the

project area as well as along roads. Area under plantation/greenery is 12940 sq m

(30% of plot area) with trees and plants. The trees planted are of adequate height.

Any trees that do not survive are replaced. The plantation/greenery programme

will be completed, simultaneously along with the project.

2.7.2.8.1 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.

vender of CPCB as per Hazardous

Wastes (Management/

Handling/Transboundry

Movement) Rules, 2008, as

amended in 2011.

E-waste

Black

With

Label

Hazardous

Waste

E-Waste (Management & Handling)

Rules, 2011.

5

Kg/Month

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Proposed Trees to be planted in the Complex Premises

S. No. Botanical Name Common Name

1. Bauhinia variegata Orchid tree

2. Jacaranda mimosifolia Fern tree

3. Roystonea regia Royal bottle palm

4. Plumeria alba Champa (White)

Proposed Shrubs to be planted in the Complex Premises

S. No. Botanical Name Common Name

1. Ficus panda Golden ficus

2. Murraya exotica Orange jasmine

3. Hibiscus rosa- sinensis China Rose

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ANNEXURE–I: LAYOUT PLAN

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SITE PLAN

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ANNEXURE–II: LICENSE & LAND PAPERS

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